WO1998004795A1 - Floor panel having support and construction method therefor - Google Patents

Floor panel having support and construction method therefor Download PDF

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Publication number
WO1998004795A1
WO1998004795A1 PCT/JP1997/002434 JP9702434W WO9804795A1 WO 1998004795 A1 WO1998004795 A1 WO 1998004795A1 JP 9702434 W JP9702434 W JP 9702434W WO 9804795 A1 WO9804795 A1 WO 9804795A1
Authority
WO
WIPO (PCT)
Prior art keywords
support
panel
floor panel
floor
portions
Prior art date
Application number
PCT/JP1997/002434
Other languages
French (fr)
Japanese (ja)
Inventor
Minoru Kanesaka
Kazuo Kumura
Mitsuo Ishii
Original Assignee
Kyodo Ky-Tec Corp.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from JP20211496A external-priority patent/JPH1046794A/en
Priority claimed from JP04425197A external-priority patent/JP3231653B2/en
Priority claimed from JP08205497A external-priority patent/JP3236794B2/en
Application filed by Kyodo Ky-Tec Corp. filed Critical Kyodo Ky-Tec Corp.
Priority to GB9901165A priority Critical patent/GB2330595B/en
Priority to AU46878/97A priority patent/AU4687897A/en
Publication of WO1998004795A1 publication Critical patent/WO1998004795A1/en
Priority to HK99103297A priority patent/HK1018296A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02405Floor panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02452Details of junctions between the supporting structures and the panels or a panel-supporting framework
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02494Supporting structures with a plurality of base plates or like, each base plate having a plurality of pedestals upstanding therefrom to receive the floor panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors

Definitions

  • the present invention relates to a floor panel having a supporting portion and a method of constructing the floor panel, and in particular, a plurality of supporting portions are connected by a connecting portion to form a polygon.
  • the floor panel is provided with a connecting support portion and a connecting fitting portion on each side of the polygonal shape so that they can be removably connected to each other.
  • wiring, piping, etc. can be moved and expanded to the underfloor space.
  • the present invention relates to a floor panel and a method of constructing the floor panel which can be laid and facilitated.
  • double-floor panels have been diversified, such as wiring groove type, support leg integrated type and separated type, and it is easy to respond to linears. Because it is possible, it is a floor-standing, lightweight, easily constructed by anyone, and can be used on uneven floors, with less rattling. The demand for files is increasing.
  • wiring-groove panels have been widely used.
  • a floor panel described in JP-A-62-284854 is known.
  • This is composed of a wiring groove forming block consisting of a molded resin sheet and concrete, and has a load-bearing capacity and weight, so there is no displacement, etc.
  • the blocks can be laid with the blocks struck against each other.
  • due to the flexibility of the molded resin sheet it has the characteristic of being able to follow the ground.
  • this is a composite material, it is heavily laid, requires a lot of wiring cover to cover the wiring groove, and therefore has a large number of parts, so it must be laid. There was also a problem that it took time to complete the construction and also to carry in and out the construction.
  • This type of panel is a type that is different from the separated type, in which a plurality of support legs are connected at a connection part and integrated to form a unit panel. A panel is laid on the support legs.
  • This is known, for example, from Japanese Utility Model Application Laid-Open No. 60-164537, Japanese Patent Application Laid-Open No. 4-124366, Japanese Patent Application Laid-Open No. 5-28834, and the like.
  • unit-laying unit panels consisting of a plurality of support legs, and are therefore unitary in the laying work.
  • the lack of a connection structure between the panels causes misalignment, and the panels are made of steel plate to ensure strength and are made thicker.
  • this kind of non-stick is often large, and even if the support leg has the ability to follow and absorb irregularities, the panel is large. Therefore, it had the disadvantage that it did not become uneven, and there was a problem that rattling occurred when walking.
  • a structure such as a structure in which the fitting between the support and the panel is forcibly and tightly fitted with a fastening member such as a fastener so as to be firmly connected.
  • various fixing means have been envisaged.
  • the number of parts increased, the reliability of the fixed force was lacking, and the workability was worsened.
  • connection structure of the panel is, for example, typically the one described in Japanese Utility Model Laid-Open No. 6-85845.
  • the type that is engaged and connected is to use a completely different engaging structure from that of the panel legs, and further to the legs. Due to the configuration of connecting with a small interval between them, the structure is complicated, it is difficult to attach and detach it, the workability of connecting laying is poor, and the distance between the legs is very small. Due to the proximity of the steel structure, there is a problem of poor track following.
  • connection work for example, a coupling structure composed of a ring body and a support portion fitted to the ring body described in Japanese Patent Application Laid-Open No. Hei 6-322 947 etc.
  • the workability of the connection work must be such that the ring body is fitted so that it is passed over from the height of the support part and fitted.
  • the installation work is troublesome.
  • any of the types of double-floor structures and construction methods described above are of the floor-standing type and have a relatively simple configuration.
  • a floor panel that has a support part that satisfies both requirements, as it can follow uneven floors, has little rattling, and is easy to construct. Absent.
  • the present invention has been made in view of the above-described problems, and has a simple structure capable of following the uneven surface of the floor surface, enabling easy installation of the floor panel.
  • the purpose is to provide floor panels and methods of construction.
  • the present invention also provides a floor panel having a support, which is low-cost and lightweight, and yet can achieve sufficient load-bearing capacity and strength.
  • the purpose is to provide a method for constructing the basin.
  • a floor panel in which a plurality of floor panels are connected and connected by a plug-in concave-convex fitting in a vertical direction.
  • the floor panel is composed of a group of support sections forming a substantially polygonal shape in plan view, and a joint having at least one side having a recess on the lower surface in substantially the same form as the support section. If there is a support part for And a coupling fitting portion having a convex portion corresponding to the concave portion into which the concave portion of the coupling support portion is inserted from above at least on one side.
  • a floor panel including a support section group, a connection section, a connection support section, and a mouth fitting section.
  • the floor panel connects the support section group and each support section to each other, and has a predetermined width and extends substantially radially so that the support sections are substantially equally spaced from each other.
  • a first connecting portion provided on the connecting portion extending outward from at least one side of the supporting portion on one side of the supporting portion group; and a first connecting portion provided on the connecting portion extending outward from at least one side of the supporting portion.
  • a second connecting portion provided at the connecting portion extending outward from at least one of the supporting portions on the other side of the supporting portion group.
  • a floor / hole is laid by connecting a plurality of floor panels by connecting the connecting portions, and at this time, the supporting portions of the supporting portion group are mutually connected by the connecting portion. Are uniformly arranged at equal intervals.
  • the installation of multiple panels so that the panels are supported at the top and corners of the support section facilitates panel construction.
  • the support strength is stabilized by forming a uniform support surface
  • a floor panel having a fitting structure by engagement of the supporting portion and the panel.
  • This floor pa The cell includes a support portion group having a plurality of support portions, a connecting portion for connecting the support portions to each other such that the support portions are arranged at predetermined intervals, and a support portion group.
  • a panel mounted on the upper surface of each support portion is engaged with the upper corner of the support portion and a substantially corner of the panel when the panel is mounted on the upper surface of the support portion. It includes an engagement part and.
  • the floor panel includes a plurality of support portions arranged in a line, a connecting portion for interconnecting the support portions, and a plurality of the support portions formed by cutting the support portions in a vertical direction. At least one of the upper, side, and inner sides of the support portion is used as a reference position for separating the support portion so that the support portion can be divided into substantially equal portions.
  • the unit having a plurality of substantially V-shaped cuts formed therein is cut off according to a predetermined rule by the cuts. When a plurality of divided unit bodies are formed, the divided unit bodies are connected to each other to form a different unit from the unit unit. Form a knit body
  • FIG. 1A is a plan view showing an example of a basic configuration of a floor panel having a support portion in an embodiment of the present invention
  • FIG. 1B is a cross-sectional side view taken along dash-dot line 1B-1B in FIG. 1A.
  • Fig. 2A shows a state in which a plurality of floor panels are laid, and is a plan view that is useful for understanding the construction method.
  • FIG. 2B is a side view of the structure shown in FIG. 2A as viewed from the side,
  • FIG. 3A to FIG. 3D show a connection part (a connection between a connection support part and a connection fitting) in connecting a plurality of floor panels in various embodiments of the present invention. Engagement), showing an enlarged side view, which is useful for understanding the connection method.
  • FIG. 4 is an explanatory diagram showing another structure of the embodiment of the present invention, in which the form of the connecting portion of the floor panel structure having the supporting portion is different,
  • FIG. 5 is an explanatory diagram for explaining the gap between the floor panel structure and the border member when the floor panel structure according to the embodiment of the present invention is installed around a wall;
  • FIG. 6A is a plan view of a top surface side of a panel structure used for a floor panel structure according to an embodiment of the present invention.
  • Fig. 6B is a side view of the structure shown in Fig. 6A viewed from one side.
  • FIG. 7 is an exploded perspective view showing an example of an engagement / fitting structure between a panel and a support portion with a buffer material interposed therebetween;
  • FIGS. 8A, 8B and 8C show, in the example shown in FIG. 7, the engagement and fitting between the supporting portion and the panel with the buffer material interposed.
  • FIG. 8A is a side cross-sectional view showing the condition along a line VIII-VIII, and FIG. 8A shows a fitting condition when there is no unevenness on the floor surface.
  • Figure 8C shows the mated state when there is unevenness on the floor,
  • FIGS. 9A and 9B show the engagement and fitting of the panel and the supporting portion having the loose-shaped material of a different shape from those of FIGS. 7 and 8 interposed therebetween.
  • FIG. 10 is a side cross-sectional view showing another example of a floor panel structure having a support portion, in which a through hole is provided on the panel side, and a projection is provided on the support portion side. Indicates the mating state
  • FIG. 11A is an enlarged perspective view showing a basic configuration of the support portion in the embodiment of the present invention
  • FIG. 11B is a plan view showing the structure shown in FIG. 11A from the back side
  • FIGS. 12A and 12B are schematic plan views and side views, respectively, schematically showing a modification of the structure different from the support part shown in FIG. 11A.
  • FIGS. 13A to 13D are plan views showing a method of cutting a floor panel unit according to an embodiment of the present invention.
  • FIGS. 14 to 14D are plan views showing a state where a floor panel is cut off and a division unit is constructed in the example shown in FIGS. 13A to 14D.
  • One aspect of the various aspects of the present invention relates to a structure in which a plurality of floor panels are connected and connected by an upward-downward insertion type concave-convex fitting.
  • the other one has a main configuration of a support part group, a connecting part, a coupling support part, and a coupling fitting part, and the other one has a support part.
  • the present invention relates to a fitting structure formed by engagement of a panel with a panel.
  • Still another aspect relates to a panel laying and support cutting structure and a construction method thereof.
  • the floor panel according to the present invention is basically composed of a support group composed of a main leg 14 and an auxiliary leg 16.
  • the connecting parts 18 and 22 which connect the supporting parts to each other, extend substantially radially at a predetermined width, and are arranged at substantially equal intervals to each other, and the connecting parts 18 and A first connecting portion 24 and a second connecting portion 26 extending outward from the support portion on one side of at least one of the support portion groups and at least one of the other support portions. It is intended to include
  • each support 14 and 16 A double floor is constructed by laying multiple units so that they are supported at the corners and corners.
  • the floor panel 10 has a thickness of about 400 ram to about 400 ram, based on the size of the tile as a floor finishing material. It is set to have a size of 600 ram square, and the connecting portions 18 and 22 are continuously formed in a substantially X-shaped or cross-shaped shape, and the X-shaped intersections are formed.
  • the main leg 14 and the auxiliary leg 16 are arranged at regular intervals at predetermined intervals so that the support strength of the floor panel upper surface is maintained. Can be stabilized.
  • first and second joints 24 and 26 have the same configuration as the auxiliary leg 16 and have a substantially concave bottom surface.
  • the height is lower than this, for example, it can be inserted or engaged in an upward and downward plug-in manner, for example, a substantially convex that is engaged or fitted in the substantially concave shape.
  • a second connecting portion 26 formed in a shape.
  • the plurality of floor panels 10 can be connected or positioned with each other by engaging or mating the first and second joints 24 and 26. It can be fixed easily and securely, and the joints 24 and 26 of the floor panels are inconspicuous in appearance, and a large number of floor panels 10 are evenly continuous on the floor. The floor panel can be laid in a targeted manner, and floor panel laying workability is improved. Further, since the support portions 14, 16, and 24 are uniformly arranged at predetermined equal intervals from each other by the connection portions 18 and 22, the floor surface It can be made to sufficiently follow the non-land of the country.
  • the floor panel 10 is designed to be integrally molded. Since it is easy to manufacture, it is suitable. For example, flame-retardant and non-flammable resin molding is most common.
  • These connecting parts 18 and 22 and the first and second connecting parts 24 and 26 are integrally formed of the floor panel 10 with a minimum amount of resin.
  • a thin steel plate of the same shape is used, and reinforcement is achieved by punching and bending only. Therefore, it is lightweight, easy to transport and lay, and low cost.
  • the support group is composed of main legs 14 and auxiliary legs 16 having different diameters, and the main legs 14 cover the four corners of the panel 30 by 1/4 each.
  • Panel 30 is supported at four locations, so that it is supported by areas of equal area.
  • the supporting legs 16 are supported almost entirely near the center of the panel 30, but the supporting legs 16 support the four panels 30, whereas the auxiliary legs 16 support the four panels 30.
  • the 16 functions as a support to support a certain load.
  • the structure of the main leg portion 14 and the auxiliary leg portion 16 is formed into a columnar shape having an arbitrary planar shape such as a polygonal shape or a circular shape, and a panel is provided on the upper surface 14a.
  • Engaging portions (or engaging portions) 14b and 14c are formed so that the socket 30 can be installed by engaging and fitting.
  • the corresponding panel 30 also has mating portions (or mating portions) 32, 38 and 34 (Fig. 6B) at its four corners 36 (Fig. 6A). It has been.
  • the nozzle 30 is, for example, 1/6 to 1 area of the area of the tire power pad or floor panel 10 (about 40 Oram to about 60 Oram square in this embodiment). An area equal to about / 3 is preferred.
  • the floor panel 10 has a substantially square shape and is about lOOraii! So that the floor panel 10 is divided into a plurality of sections. It is a thin sheet made of steel plate with a thickness t of about 1.0 mm to 2.5 mra (typically 2.3 ram), set to a size of ⁇ 200 mra square (typically 165 mm).
  • This panel 30 has the same shape and the same support structure as the mating structure. Even though it is a thin plate, it is enough by punching and bending. Since high strength can be obtained, the number of parts can be reduced, and low cost can be achieved.
  • FIGS. 1A, 1B, 2A, 2B and FIGS. 3A-3D show an embodiment of a floor panel 10 for a double floor, which includes legs.
  • the floor panel 10 has two types of legs, the main leg 14 and the area of the support surface more than the main leg 14. It has narrow auxiliary legs 16 and.
  • the main leg portion 14 and the auxiliary leg portion 16 are connected to each other by a band-shaped connecting member 18 having a predetermined width. As a result, it is possible to reduce the weight of the floor panel.
  • the main landing gear 14 shown in FIGS. 1A, 1B, 2A, and 2B has a substantially octagonal flat surface shape.
  • the legs 14 may have, for example, a circular planar shape as shown in FIG.
  • the connecting members 18 for connecting the legs are provided with a larger number of connecting members 18 than the floor panels in these embodiments to improve the connection strength. You can do it.
  • nine main legs 14 and four auxiliary legs 16 are provided, and the auxiliary member 16 is placed on these legs between the main legs 14.
  • the panel 30 as a floor plate to be installed can be supported.
  • a cross-shaped groove 14b is formed on a support surface 14a, which is the upper end surface of the main leg portion 14.
  • the groove 14b is used to lock the panel member in the groove when the panel 30 is installed.
  • a leg group is formed in a state where the main leg 14 and the auxiliary leg 16 are connected by the connecting member 18, and a further connecting arm is formed on the leg group.
  • a part 22 is provided.
  • the connecting arm portion 22 is formed by projecting a connecting arm 22 having the same configuration as the connecting member 18 from the outermost main leg portion 14 to form a connecting arm 22.
  • a connecting leg 24 or a connecting small protrusion 26 is formed at the tip of the arm 22 so that the plane shape is substantially V-shaped.
  • the tips of these connecting arms 22 are placed on the substantially square sides (shown by broken lines 100 in the figure) surrounding the leg group. It is set to be positioned.
  • the connecting leg portion 24 and the connecting small protrusion 26 are separately arranged and formed on each two adjacent sides of the rectangular shape.
  • the main legs 14 have the same height.
  • the auxiliary leg 16 is formed to have a height that is slightly lower than, for example, the height of the main leg 14. More specifically, the auxiliary leg portion 16, which is positioned substantially in the center of the panel 30 described later, which is bridged and supported between the main leg portions 14, When the load is applied to the central position of the upper floor member, the connecting legs are configured to support this in a supplementary manner, for example.
  • the part 24 has substantially the same shape and height as the auxiliary leg 16, and the distance from the main leg 14 is set substantially the same as shown in the figure. .
  • the connecting small projection 26 is set to a height that is extremely lower than the heights of the main leg portion 14 and the auxiliary leg portion 16. In the present embodiment, the height is set to, for example, approximately one third or less.
  • the upper end is formed into a rounded R-shaped surface.
  • FIG. 2A is a schematic plan view of a state in which a plurality of floor panels 10 (10-1 10-2) according to the embodiment of FIG. 1A are connected.
  • the two floor knurls 10-1 and 10-2 are engaged with the two connecting small projections 26 by inserting the connecting legs 24 in a plug-in manner. As a result, they are connected.
  • the connecting portions that can be connected and engaged are formed using the two sides of the above-described substantially square shape, a large number of support leg units. Nore 10 (10— 1 10-2 10-3
  • the cell 30 is set up so as to be supported by the four main legs 14.
  • the panel 30 is made of, for example, metal, and has four corners with improved load bearing strength. Therefore, it has a bent portion 34 bent downward, and the bent portion 34 is installed by being engaged with the groove 14 b of the support surface of the main leg portion 14.
  • the connecting portion of the two is connected to the main leg 14.
  • the positional relationship between the main leg portion 14 and the auxiliary leg portion 16 where the leg portion 24 is not a connecting portion, and the support relationship between the panel 30 and the main leg portion 14 can be maintained. Therefore, the connecting structural members are not exposed and conspicuous, and the wiring space of the double-floor structure is not changed irregularly. It is understood that the parts 14 and 16 are formed on the floor at regular intervals.
  • connection operation of the floor panels 10 is basically performed as follows. That is, as shown in Figure 2B, first install the other floor panel 10-1 on the underlying floor. After that, the operation of installing the next floor panel 10-2 is not performed. At this time, the floor panel 10-2 is connected to the two connecting small projections 26 of the floor panel 10-1. -Set the corresponding connecting feet 24 of 2 so that they cover from the bottom side.
  • the floor panel 10 is configured such that the main leg 14, the auxiliary leg 16, and the connecting leg 24 are arranged in reverse, and the main leg 14 and the main leg 14 are connected to each other.
  • the floor panels 10 may be connected to each other by the connecting small projections 26.
  • FIGS. 3A to 3D are schematic enlarged views of the connecting portions of the respective floor panels.
  • the connecting member 18 of the floor panel 10 is made of, for example, an integrally molded resin and is made thin to have flexibility. It is formed so that the connecting arm portion 22 can be easily bent upward.
  • the connecting leg 24 can be put on the connecting small protrusion 26 of the floor panel 10-1.
  • the configuration of the leg portion is an example in which the main leg portion 14 has a large supporting area and the auxiliary leg portion 16 has a small supporting area.
  • the present invention is not limited to such a leg configuration, and the leg group may include only the main leg 32 having a common support surface.
  • FIG. 3B shows an example of the configuration of a connecting portion in an embodiment in which such a main leg portion 32 alone forms a leg group o
  • the connecting small projection 36 is set to a height that is less than half the height of the main leg 32, and the connecting leg 34 has the same height as the main leg 32. It has an outer shape, and a rib 35 as shown in the figure is provided inside, for example, to enhance its strength.
  • the connecting operation is performed by engaging and installing the small connecting protrusions 36 so as to cover the connecting legs 34.
  • FIG. 3C and FIG. 3D show another example of the configuration of the connecting leg and the connecting J-projection of the connecting portion.
  • the example shown in FIG. 3C is a modification of the configuration of the connecting small projection, and the configuration of the connecting leg 24 is the same as that of the example shown in FIG. 3A.
  • the connecting small projection 40 is divided into two parts at almost the center, and the two separated parts slightly separated from each other are open-ended connecting legs 24 having an open bottom. Are pressed from each other by the upper force, and the engaging operation is performed. As a result, the two separated portions of the connecting small protrusion 40 are connected in a direction to spread outward. Since the leg 24 is urged, the connection and engagement between the two is further strengthened.
  • FIG. 3D shows an example of the configuration of still another connection part.
  • the connecting small projection 42 is composed of two pieces 42a and 42b, and the two pieces 42a and 42b exert a force of a predetermined magnitude. By adding, it is configured to be able to bend in a direction closer to each other. Of course, it may be composed of two or more pieces. On the outer surface of each piece, a projecting portion 43 whose diameter is increased outward is formed.
  • holes 25 are formed in the side walls of the connecting leg 24 as engagement portions with which the above-mentioned projections 43 engage, respectively, at positions facing the projections 43.
  • the two legs 42a and 42b of the small connecting protrusion 42 are formed by covering the connecting leg 24 from above the small connecting protrusion 42. They are turned in a direction approaching each other. At the end of the covering operation, the small projection 42 for connection is fitted with the projection 43 engaged with the hole 25. In this way, in this embodiment, the connection is stronger than the engagement state in which the connection leg is merely placed on the small connection protrusion as shown in FIGS. 3A and 3B. The state is secured.
  • the connecting small projections 40 and 42 described above are the ones illustrated in FIGS. 3C and 3D, but the present invention is not limited thereto.
  • embossing and punching Any structure that can be attached and detached upward and downward, can be engaged at the time of attachment, and can be used as a guide for positioning o
  • FIG. 5 shows an example in which a floor panel 10 according to one embodiment is installed on the floor of a building to form a double-floor structure.
  • the end of the installation area is shown.
  • the installation of the rim, for example, near the wall of the floor, is shown.
  • a plurality of floor panels 10 according to the present invention are connected in order and installed to a predetermined position near a wall.
  • a border panel 50 is installed near the wall, from which the width can be adjusted by cutting.
  • the border cover 52 is installed on the border panel 50 closest to the wall, and the other area of the border panel 50 is located in the other area.
  • Border sheet 54 is installed.
  • the end of the floor panel 10 is set so that the connecting leg 24 is located.
  • the position of the border panel 50 is adjusted so that it reaches from the connecting leg 24 to a predetermined position.
  • the panel 30 is bridged between the border panel 50 and the main leg 14 so that the panel 30 can be mounted on the border panel. It is reliably supported by the cell 50 and a part of the outermost main leg 14 and the connecting leg 24 located between them.
  • the supporting structure that the connecting legs 24 support the panel 30 at almost the center position is the same as the structure other than the peripheral part of the floor panel. Therefore, floor pa The stability of the installation state of the panel 30 at the end of the installation of the cell 10 is similarly ensured.
  • this supportable state means that the height of the auxiliary leg 16 and the connecting leg 24 is slightly lower than the height of the main leg 14.
  • the thickness can be made thinner than 2.3 t, for example, 1.6 t, and a significant cost reduction can be achieved.
  • the connecting small protrusion 26 is located on the border panel 50 side instead of the connecting leg 24. There is. in this case , ,.
  • the bridge 30 can be bridged between the support section 14 and the border panel 50, so that the remaining space beside the wall can be filled.
  • the connecting small projections 26 are lower in height as shown in the figure, they cannot support substantially the center of the rear surface of the panel 30, resulting in insufficient strength.
  • the third supporting portion 45 of the same member is connected to the connecting member 24 so as to have the same height as the connecting leg portion 24 and the supporting portion 14. It may be formed so as to be inserted into the small projection 26 and be in the same state as the connecting leg 24. As a result, as in the case of connecting the floor panels, the bog can be easily constructed by the vertical insertion work.
  • the present invention is not limited to the configuration of each of the above-described embodiments, and various modifications are possible within the scope of the invention.
  • the number and shape of the supporting legs constituting the leg group are not limited to the above-described and illustrated configurations, and various numbers and shapes may be set. Good.
  • each leg can be a solid structure, and all the legs are formed as hollow structures. It is also possible to reduce the weight by installing a rib at the end to reinforce the strength.
  • FIGS. 6A and 6B are useful for explaining the panels shown in FIGS. 1A and 2B described above, and FIG. 6A is a front view of the panels.
  • Figure 6B shows the side view.
  • the panel 30 is made of a steel plate having a predetermined thickness and is formed in a flat plate shape. As shown in FIG. 6A, the panel 30 is formed in a substantially square shape, and each corner of the lower surface thereof is formed. Projections 32 projecting downward are provided at the area positions of the parts 36, respectively. As shown in FIG. 6B, the protruding portion 32 is formed such that its protruding outer surface 32 has a substantially hemispherical shape.
  • the panel 30 when the panel 30 is made of a steel plate, the panel 30 faces downward at a predetermined position on each side so as to secure its rigidity.
  • the side walls 34 which are bent portions formed to have a predetermined height h, are provided on each side.
  • the side wall part 34 is no. It is installed at a position separated by a predetermined distance so that it can be easily attached to and detached from the four corners 36 of the cell 30, and both ends of the main leg 14 described above are attached to both ends.
  • It has an insertion wall portion 38 that is inserted into the cutout groove portion 14b.
  • the height of the insertion wall portion 38 may be a height at which the notch groove portion 14b can easily be attached and detached, and may be slightly shorter than the side wall portion 34. Almost half of the side wall part 34 A range up to height is preferred.
  • the engagement force is appropriately adjusted because the side wall 34 is notched in a predetermined amount in a stepped manner.
  • the insertion wall portion 38 thus formed.
  • the present invention is not limited to this specific structure.
  • the engaging force can be adjusted by changing the height and the area or the area of the insertion wall part 38, and it is optional.
  • FIG. 7 is an exploded perspective view showing a state in which one panel 30 is placed on the floor panel 10, and is an enlarged exploded view in which main parts are disassembled.
  • the buffer sheet 40 includes a panel 30 and a floor. It is a cushioning member interposed between the main leg portion 14 of the cell 10 and the main leg portion 14. It is advantageously made of cushioning-like elastic material, for example, flexible synthetic resin, foam, rubber, non-woven fabric, etc. Flat material, for example, 0.5 mn! A sheet formed with a thickness of about 2.5 flim is used.
  • the cushioning sheet 40 is formed in an approximately octagonal shape in accordance with the shape of the supporting surface 14a of the main leg portion 14, and the cushioning sheet 40 is formed on the supporting surface 14a.
  • a notch 41 is provided at the position corresponding to the notch groove 14b when placed. ing .
  • the buffer sheet 40 is placed on the support surface 14a of the main leg portion 14 in an overlapping manner so as to cover the through hole 14c, and is bonded on both sides with a double-sided adhesive tape or the like (not shown). It is fixed to the support surface 14a by a member.
  • the panel 30 is placed on the upper surfaces of the four main legs 14 and the one auxiliary leg 16 via the loose mouth sheet 30 therebetween.
  • the corner 36 of the panel 30 is placed on a portion that occupies approximately one-fourth of the support surface 14a of the main leg 14, and the corner of each panel 30 is They are laid at predetermined small intervals so that they do not come into contact with each other.
  • the projection 32 of the panel 30 is inserted from the upper surface of the buffer sheet 40 into the through hole 14c of the support surface 14a. As a result, the panel 30 is placed without causing rattling due to the engagement state on the floor panel 10. At that time, the insertion wall 38 of the panel 30 is inserted into the notch groove 14 b through the cutout 41, and the panel 30 is placed on the floor panel 10. It can be securely locked.
  • a flat plate portion that does not form a wall from the corner to a predetermined length is formed, and the main leg 14 is formed. It is placed on the support surface 14a of the battery in a superimposed manner via the buffer sheet 40.
  • the panel can be easily removed again, for example, by lifting the panel 30 using a predetermined panel mounting / dismounting jig and lifting the floor panel. It can be removed from the socket 10.
  • FIGS. 8A, 8B and 8C are cross-sectional views taken along line VIII-VIII when the panel is installed in FIG.
  • the case of the relationship with is described with reference to FIG. 8A.
  • the projection 32 of the panel 30 is inserted into the main leg 14 from above the through hole 14c.
  • the taper portion 15 as a locking portion is formed on the support surface 14a side of the inner side surface of the through hole 14c, the through hole 14c of the projection 32 is formed. It can be easily inserted into the building.
  • the projection 32 inserted into the inside of the through hole 14c does not protrude from the bottom, so that the protrusion of the through hole Mc does not protrude. It is supported only by paper part 15. Accordingly, the projection 32 is securely fixed to the through-hole 14c, for example, when the panel 30 bends temporally due to a load or the like. Also, the projection 32 can be securely supported on the through hole 14c. Further, since the projection 32 is held so as to be wrapped by the buffer sheet 40, it depends on the elastic force of the buffer sheet 40 itself. As a result, a good buffering action in the vertical direction is provided. Further, since the buffer sheet 40 is sandwiched between the outer surface 32a of the projection 32 and the taper portion 15, it is possible to prevent damage such as cutting of the buffer sheet 40. Can be protected.
  • the insertion wall portion 38 of the panel 30 is inserted into the cutout groove portion 14b through the cutout portion 41 of the buffer sheet 40.
  • the notch portion 41 is bent downward, and the tip portion 41 a thereof is always in contact with the insertion wall portion 38. Therefore, for example, the walking sound generated from the panel 30 due to walking on the panel 30 causes discomfort, particularly to human hearing. This makes it possible to suppress high-frequency sounds that can be easily detected.
  • FIGS. 8B and 8C the engagement relationship between the main landing gear 14 and the panel 30 when there is unevenness on the foundation floor surface. It is explained. As shown in FIG. 8B, when the floor panel 10 follows the unevenness of the foundation floor and the position of the main leg 14 is deviated, the projection 32 of the panel 30 and the main leg are displaced. The fourteen through-holes 14c are not engaged with each other, and are arranged at positions shifted from each other. If the amount of displacement is small, the outer surface 32a of the projection 32 will bite into the buffer sheet 40 existing between the tapered portion 15 and the projection 32. Securely lock 32 to main leg 14 This is powerful, and at the same time, the cushioning of the panel 30 to the floor panel 10 can be obtained.
  • Figure 8C shows the panel installation state when the panel 30 floats slightly above the support surface 14a of the main landing gear 14 due to unevenness of the foundation floor. Is shown.
  • the portion 32a submerged in the through hole 14c of the buffer sheet 40 has a panel due to its elasticity, that is, the cushioning property. It comes into contact with the projection 32 of 30 and holds it. Therefore, the result of the unevenness of the foundation floor surface. It is possible to prevent rattling of the cell 30.
  • the distal end portion 41a of the cutout portion 41 of the buffer sheet 40 comes into contact with the insertion wall portion 38 and the side wall portion 34 of the panel 30, walking is performed.
  • the pedestrian noise generated by time is synergistically reduced.
  • the notch is notched.
  • the panel 30 can be securely locked, and a cushion is provided between the panel 30 and the wall portion 38. Since the sheet 40 is interposed, cushioning can be maintained. .
  • the double-floor panel structure of the present embodiment even if the floor panel 10 absorbs and follows the unevenness of the foundation floor surface, it will not be possible.
  • the panel 30 placed on the upper surface of the floor panel 10 can be reliably positioned and fixed on the floor panel 10.
  • Panel 30 is the floor. It can be installed in a state where it is securely locked without rattling on the nap, and when walking on the panel 30, etc. The generated reverberation can also be reliably suppressed.
  • the structure of the projections 32 of the panel 30 is not limited to those of the illustrated embodiment, and various changes can be made within the gist of the present invention.
  • nail-like or tongue-like projections may be formed by punching and pressing.
  • FIGS. 9A and 9B which are schematic diagrams, the protrusion 32 in the above-described embodiment and a through hole into which a part of the protrusion 32 is inserted.
  • the tip 41a of the notch 41 should always be in contact with the insertion wall 38 (Fig. 9A).
  • FIG. 9B the effect of reducing the effect of the walking sound generated from the panel 30 can be obtained.
  • the support surface 14a of the main leg 14 and the panel 30 are separated from the cushion sheet 40. Since the contacts are overlapped with each other, it is possible to suppress the rattling of the panels 30 provided at a predetermined interval from each other.
  • the tip of the cushioning material 20 is brought into contact with the side surface of the panel 30 laid on the support portion 10. Or, it is configured so as to be held or pinched, and the above-mentioned cushioning member 20 for reducing the walking sound is provided in the groove 16 formed on the upper surface of the support portion 10. Then, when the panel 30 is laid as shown in FIG. 9B, the panel ends 38 at the four corners are fitted into the grooves 14b of the support portion 14, and The tip 41a of the cushioning member 40 (the notch 41 in FIG. 7) contacts at least the side surface of the panel end portion 38, or holds both side surfaces of the end portion. In this state, the panel 30 is held on the support.
  • the holding of the panel 30 is performed because the tip 41a of the cushioning member 40 extends across the inner sides of both sides of the panel end 38 as shown in FIG. 9B.
  • the tip 41a of the cushioning member 40 extends across the inner sides of both sides of the panel end 38 as shown in FIG. 9B.
  • the cushioning material 40 comes into contact with the side edge of the panel and is held by merely fitting the floor panel 10 into the groove on the upper surface of the support portion, so that the walking sound can be buffered. In this case, it is only necessary to fit the cushioning member 40 into the groove 14b on the upper surface of the column, so that the construction is easy.
  • FIG. 10 In contrast to the embodiment shown in FIG. 10, another modified embodiment will be described with reference to FIG. A projection 51 is provided on the support portion 54 of the floor panel 50 laid on the foundation floor surface, while a through hole 65 is provided on the panel 60 placed on the floor panel 50.
  • An example in which is set is shown. This embodiment corresponds to a case where the through-hole 14c shown in FIG. 8A of the above-described embodiment is installed upside down, and has the same functions and effects in this embodiment. Can be obtained.
  • the support portion 54 has a different size depending on its disposition position, and has a predetermined number of protrusions 51 protruding at a predetermined position inside the support portion 54. ing .
  • the shape of the projection 51 is such that the projection 32 in the embodiment shown in FIG. 3A is turned upside down. Corresponding to the shape.
  • the panel 60 includes a plate portion 61 formed in a flat plate shape, and four legs 62 formed below each of the corner regions.
  • Each leg 62 includes a wall 63 having a predetermined height, Bottom portions 64 extending in the direction approaching each other by a predetermined width in parallel with the plate portion 61 from the lower end portion of the wall portion 63 are provided.
  • Each bottom surface portion 64 has two through-holes 65 on its lower surface, which can be engaged with the projections 51 provided on the support portion 54, at predetermined positions. . This through hole 65 penetrates the bottom surface portion 64.
  • the buffer sheet 80 is formed in a substantially rectangular sheet shape that can be positioned and positioned on the bottom 53 in the support portion 54.
  • the cushioning sheet 80 can be simply attached to the bottom portion 53 of the support portion 54, and does not need to be attached as in the above-described embodiment. It is not necessary to provide a cut-out part 41 through which the insertion wall part 38 of the panel 30 passes.
  • the projections 32 of the panels 30 and 60 or the projections 51 of the support portion 54 cause the panels 30 and 60 to have Positioning and fixing during installation can be performed easily and accurately, and double-floor construction can be performed easily.
  • the floor panel structure of the present embodiment is not limited to the configuration of each of the above-described embodiments, but may be variously modified within the scope of the present invention. It is.
  • the above-described through hole 14 c is set as a penetrated hole, but it is not limited to this form, and the recessed projection 3 2 Alternatively, it may be formed as a concave hole shape having a bottom at a position where the buffer sheet 40 pushed in by the above does not contact.
  • the floor panels 10 and 50 are mainly formed of a flame-retardant or non-flammable resin, and the size per one sheet is preferably not larger. The size is set to about 450-600mni square based on the carpet size.
  • Each of the panels 30 and 60 has a substantially square shape obtained by dividing the floor panel 10 into a plurality of sections and is, for example, about 100 to 200 mm square, and has a thickness of about 1.0. It is preferable to use a thin steel plate formed with 2.5 ram. This makes it possible to follow the unevenness of the foundation floor and absorb it, and it is lightweight, and therefore easy to transport and lay, and at the same time, has a high load-bearing capacity. A satisfactory double floor panel structure is provided.
  • the materials of the buffer sheets 40 and 80 are not limited to those of the above-described embodiments, but include, for example, damping materials and sound absorbing materials. It is possible to use timber to absorb the rattling of the panel 30 due to unevenness of the foundation floor, and reduce the reverberation generated from the panel 30 when walking. It only needs to be made of a cushioning elastic material that can do this o
  • the panels 30 and 60 can be reliably supported and fixed. Position shift can be prevented. Also, it is possible to prevent rattling of the panels 30 and 60 without being affected by unevenness of the foundation floor, etc. Suppresses reverberation from cells 30 and 60 can do .
  • FIG. 11A is an enlarged perspective view of the first support portion 14 as a main leg portion
  • FIG. 11B is a bottom view of the first support portion 14.
  • the first support portion 14 as a main leg portion has a groove portion 14b formed as a slit and serving as a guide for a separation position of the support portion 14.
  • a notch 14d is formed in at least one of at least one of the lower portion and the upper portion of the outer side of the support portion 14 by being connected to the groove portion 14b.
  • a cutting tool such as a cutter is applied to the cutout 14d so that the support 14 can be separated by the action of an upward and downward force.
  • the support portion 14 is configured with four hollow blocks 14-1, 14-2, 14-3, and 14-4 at four corners, and each block is provided with four hollow blocks 14-1, 14-2, 14-3, and 14-4.
  • the upper surface 14 a, the outer side surface 15, and the inner inner wall 13 are formed in a cylindrical shape having a predetermined thickness t, so that two or four support portions 14 are provided. Even when they are separated from each other, they each have strong strength.
  • the cut portion 14d is provided at a position between the lower connecting portion 17 outside the support portion 14 and the upper surface side 14a. It may be located only in the outer, inner, or inner positions, and is not limited to these particular forms, but may be used separately, Or multiple combinations are possible.
  • FIGS. 12A and 12B are the same as those shown in FIGS. 11A and 11B described above.
  • Blocks 14-1, 14-2, 14-3, and 14-4 are schematically indicated by diagonal hatching.
  • the upper diagram is a plan view and the lower diagram is a side view.
  • the first support portion 14 can be separated by cutting the support portion 14 from the above-described groove portion 14b in which the side wall portion 34 or the insertion wall portion 38 of the panel 30 fits.
  • a notch 14d is provided.
  • the cutouts 14d are formed on the outside of the support 14 in FIG. 12A and on the inside of the support 14 in FIG. 12B based on the position of the groove 14. Each is set up.
  • At least one of at least one of the lower outer side (joining part 17), the inner side, and the upper side 14a of the support part 14 is provided.
  • the cutouts 14d for example, the action of a force for cutting a cutting tool such as a cutter or a nut into the cutouts 14d in an upward and downward direction. Therefore, it is possible to easily cut off only, for example, it is possible to easily form a storage space for wiring equipment and the like.
  • the round hole 19 in the center of the upper surface 14a of the support portion shown in the figure has an area of 1/4 that of the upper surface of the support portion 14 when forming a storage space for wiring equipment and the like. It is formed to prevent the cut by the cut from reaching the other 3/4 area when it is necessary to cut it.
  • the supporting portions 14 and 24, the connecting portion 26, and the first and second connecting portions 18 and 22 can be cut off.
  • the floor panel 10 is cut by a cut 14d and shown by thick solid lines 101, 103 and 105 in FIGS. 13A to 13D.
  • the plurality of divided unit bodies al to a4, bto b4, cto c4, and dto d3, which are divided into predetermined sizes, are formed.
  • the unit body b1 is divided. , B2, b3, and b4, and as shown in FIG.
  • FIG. 13C into unity bodies c1, c2, c3, and c4, and Can be divided into unity bodies d1, d2 and d3 as shown in Figure 13D.
  • These split unit bodies are floor mats.
  • the cell 10 is divided into four parts in a cross, four parts in a horizontal direction, three parts in an L-shape, three parts in a horizontal part, and the corners are cut off. Thick solid lines 101, 103 and 105 As shown, it has been cut and formed according to prescribed rules.
  • each of the split units is so positioned that the connecting leg 24 and the connecting small projection 26 are not positioned outside the support portion 14.
  • the connecting leg 24 and the connecting small protrusion 26 are connected to each other to form a connecting unit having a form different from that of the unit 1.
  • each of the divided unit bodies al, a2, a3, and a4, which are cut in a cross shape, is rotated by 180 degrees.
  • Each is connected to each other by a connecting leg 24 and a connecting small projection 26 to form a connecting unit body as shown in FIG. 14A.
  • each of the divided unit bodies bl, b2, b3, and b4 which is divided into three parts in the horizontal direction and cut, is connected in the horizontal direction. It is formed by linking with. This is achieved by first connecting the unit bodies b2 and b3 laterally with the connecting legs 24 and the connecting small projections 26, and then causing the bl and b4 to face each other. The concatenated one is further connected to b3 in the horizontal direction. This forms a horizontally long connecting unit as shown in FIG. 14B. In this case, it can be effectively used for a residual space having a width of one panel 30 or a wall-side treatment.
  • the example shown in Fig. 13C is a divided unit body cl, c2, c3, and c4 that cuts the right side and the lower side. Are connected at a position that is symmetrical to the cut position. This is done by first connecting the unit bodies cl and c2 on the left side with the leg portions 24 and the small protrusions 26, then connecting the unit units cl and c3 on one side, and leaving the rest. By placing the remaining unit unit c4 in the upper left position as shown in the figure, a connected unit unit as shown in FIG. 14C is formed. This basically has the same shape as the connecting unit shown in FIG. 14A.
  • FIG. 13D shows the connection of divided unit units dl, d2 and d3, which are cut at the top and bottom and at the four corners.
  • the legs 24 and the connecting small projections 26 are connected to both sides of the unit body dl at d2 and d3, and the remaining four corners are formed without connection. .
  • a third construction step as described below is added.
  • the main leg 14 and the auxiliary leg 16 as the first and second support portions are provided on each of the connecting unit units.
  • a plurality of panels 30 are laid on each supporting portion so as to be supported by the floor panel, and a floor panel structure is formed.
  • the work can be performed according to the laying area and the remaining area near the wall.
  • the floor panel having the support portion according to the present invention and the method for constructing the same are laid on the floor slab in a room of a building or on an outdoor floor slab.
  • Assembled mat type Floor panel for electrical equipment such as electrical wiring for office OA equipment, or double floors for laying pipes, underfloor air conditioning, etc., that is, It is useful as a free access floor, and is particularly suitable when a storage space or laying object is to be set up in a space below the floor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Floor Finish (AREA)

Abstract

A floor panel having a support and a construction method therefor are such that a group of supports (14, 16) composed of main support portions (14) and auxiliary support portions (16) arrange respective columns in polygonal configuration with predetermined spacings therebetween, connections (22) having a predetermined width extend substantially radially to connect the respective support portions to one another, connecting support portions (24) are provided on the connections extending outward from the support portions on one two-sided side of the polygonal configuration, and connecting fit portions (26) are provided on the connections extending outward from the support portions on the other two-sided side of the polygonal configuration, whereby a floor panel (10) is constructed. A plurality of such floor panels (10) are joined and laid by fitting of the connecting support portions (24) and the connecting fit portions (26), whereby the respective main support portions (14) and auxiliary support portions (16) are arranged evenly with equal spacings therebetween by connections (22). Further, a plurality of panels (30) are successively laid on the respective support portions in such a manner as to be supported at corners a quater of an area each by the main support portions (14) and at centers by the auxiliary support portions (16, 24), so that a double floored construction is provided.

Description

明 細 支持部を有す る 床パネ ルお よ びそ の施工方法 技術分野  Description Floor panel with support and construction method Technical field
本 発 明 は、 支持部 を有す る 床パ ネ ルお よ び そ の 施工 方法 に 係 り 、 と く に 、 複数の 支持部 が連結部 で連結 さ れて 多 角 形状 に構成 さ れ、 相互 に着脱可能 に 結合 さ れ る よ う に 、 そ の 多角 形状の各辺側 に 結合用 支持部 お よ び結 合 用 嵌 合部 が設 け ら れ た 床 パ ネ ル に 関 し 、 更 に は 、 そ の 支持部面 に 複数のパ ネ ルが敷設 さ れて床下空 間を形成す る 二重床 に関 し 、 と く に 、 床下空間 に移 · 増設可能 に配線 · 配管等が行え る と と も に 、 床パ ネ ル の敷設施工が容易 な 床パネ ルお よ びそ の施工方法 に 関 す る 。  The present invention relates to a floor panel having a supporting portion and a method of constructing the floor panel, and in particular, a plurality of supporting portions are connected by a connecting portion to form a polygon. The floor panel is provided with a connecting support portion and a connecting fitting portion on each side of the polygonal shape so that they can be removably connected to each other. In the case of a double floor in which a plurality of panels are laid on the support surface to form an underfloor space, wiring, piping, etc. can be moved and expanded to the underfloor space. The present invention relates to a floor panel and a method of constructing the floor panel which can be laid and facilitated.
¾ ¾ ¾ %  ¾ ¾ ¾%
近年 、 オ フ ィ ス空間 内 に お いて O A機器が、 そ の 多様 ィ匕 に 伴 い広範囲 に 利用 さ れ、 床面 に お け る 多種多様、 かつ 大量の配線処理が問題化 さ れて い る 。 こ の た め 、 床配線管理の必要性が高 ま っ て い る 。. こ れ に 応 え る も の と し て 、 二重床パ ネ ルの利用 が期待 さ れ、 広範囲 に 活用 さ れて い る 。  In recent years, OA equipment has been widely used in office spaces along with its variety, and various and large-scale wiring processes on floors have become a problem. . For this reason, the necessity of floor wiring management is increasing. In response to this, the use of double-floor panels is expected and is being widely used.
最近、 二重床パ ネ ル も 配線溝型や支持脚一体 · 分離 型 な ど多種多様化 さ れ、 リ ニ ュ ー ア ルに も 容易 に 対応 可能な こ と か ら 、 置敷式で軽量で あ り 、 誰 で も 容易 に 施工で き 、 凹凸 あ る 床面で も よ く な じ ん で、 ガ タ ツ キ が少な い二重床パ ネ ルの需要が高 ま つ て い る 。 Recently, double-floor panels have been diversified, such as wiring groove type, support leg integrated type and separated type, and it is easy to respond to linears. Because it is possible, it is a floor-standing, lightweight, easily constructed by anyone, and can be used on uneven floors, with less rattling. The demand for files is increasing.
と く に 、 配 線 溝型 パ ネ ル が広範 囲 に 利 用 さ れ て い る 。 こ の種の パ ネ ノレでは 、 例 え ば特開昭 62 - 284854 号 に 記載の床パ ネ ルが知 ら れて い る 。 こ れ は 、 成形樹脂 シ 一 ト と コ ン ク リ ー ト と で成 る 配線溝形成 ブ ロ ッ ク で 構成 さ れ、 耐荷重性、 重量が あ る た め 、 位置ずれ等 も な く 、 ブ ロ ッ ク 同士 を突 き 当 て て敷設で き る 利点が あ る 。 し か も 、 成形樹脂 シ ー ト の届 曲性 に よ り 、 不陸追 従で き る と い う 特徴があ る 。 しか し こ れは 、 複合材で あ り 、 重置 も 重 く 、 ま た配線溝を覆 う 配線 カ バ ー を 多 く 必要 と し、 し た が っ て部品点数 も 多 く 、 敷設す る 際 の施工や 、 施工時 の搬 出 入 に も 手間 がかか る と い う 問 題が あ っ た。  In particular, wiring-groove panels have been widely used. As this type of panel, for example, a floor panel described in JP-A-62-284854 is known. This is composed of a wiring groove forming block consisting of a molded resin sheet and concrete, and has a load-bearing capacity and weight, so there is no displacement, etc. There is an advantage that the blocks can be laid with the blocks struck against each other. However, due to the flexibility of the molded resin sheet, it has the characteristic of being able to follow the ground. However, this is a composite material, it is heavily laid, requires a lot of wiring cover to cover the wiring groove, and therefore has a large number of parts, so it must be laid. There was also a problem that it took time to complete the construction and also to carry in and out the construction.
こ れ に対 し 、 支持脚一体型パ ネ ルがあ る 。 こ の種の パ ネ ル は 、 分離型 に 対比す る タ イ プで あ り 、 複数の 支 持脚を連結部で結合 し 、 一体化 して ュニ ッ 卜 パ ネ ルを 構 成 し 、 そ の 支 持脚 上 に パ ネ ル を 敷設 す る も の で あ る 。 こ れ は、 例 え ば実開昭 60 - 164537 号公報、 特開平 4 - 124366号公報、 特開平 5- 28834 号公報等 に 記載の も の が知 ら れて い る 。  On the other hand, there is a panel with integrated support legs. This type of panel is a type that is different from the separated type, in which a plurality of support legs are connected at a connection part and integrated to form a unit panel. A panel is laid on the support legs. This is known, for example, from Japanese Utility Model Application Laid-Open No. 60-164537, Japanese Patent Application Laid-Open No. 4-124366, Japanese Patent Application Laid-Open No. 5-28834, and the like.
こ れ ら は、 複数 の 支持脚で成 る ュニ ッ ト パ ネ ルが置 敷式で あ り 、 し た が っ て敷設施工 に 際 し て 、 ュ ニ ッ ト パネ ル同士の 連結構造がな い た め に 、 位 置 ずれ を生 じ た り 、 ま た パ ネ ル が 強 度 確 保 の た め 鋼 板 製 で 厚 く な り 、 こ れ に よ り 重 い と い う 難点があ り 、 結局 、 施工 に 手間 が係 り 、 施工性 を悪化 さ せ る 問題があ っ た 。 し か も 、 こ の種のノ ネ ノレ は大判 に な る こ と が多 く 、 た と え 支持脚側で不陸の追従性や吸収性があ っ て も 、 パネ ル が大判で あ る が故 に 不陸 に な じ ま な い と い う 欠点が あ り 、 結局歩行時 に ガ タ ツ キが生 じ る 問題 が あ っ た。 These are unit-laying unit panels consisting of a plurality of support legs, and are therefore unitary in the laying work. The lack of a connection structure between the panels causes misalignment, and the panels are made of steel plate to ensure strength and are made thicker. However, there was a problem that the construction was troublesome and the workability was deteriorated. However, this kind of non-stick is often large, and even if the support leg has the ability to follow and absorb irregularities, the panel is large. Therefore, it had the disadvantage that it did not become uneven, and there was a problem that rattling occurred when walking.
こ の よ う な 問題を解決す る た め 、 支柱 と パネ ル と の 間の嵌合 を フ ァ ス ナ等の 緊締部材で強制 的 に き つ く 嵌 め て 強固 に結合す る 構造 な ど、 種 々 の 固定手段 が考 え ら れて い る 。 しか し 、 いずれ も 部品点数の 増加、 固 定 力 の信頼性に 欠 け、 ま た却 っ て施工性 を悪化 さ せ る 問 題が残 っ て い た。  In order to solve such a problem, a structure such as a structure in which the fitting between the support and the panel is forcibly and tightly fitted with a fastening member such as a fastener so as to be firmly connected. However, various fixing means have been envisaged. However, in each case, there was a problem that the number of parts increased, the reliability of the fixed force was lacking, and the workability was worsened.
一方、 パ ネ ル の連結構造は、 例え ば代表的 に は実開 平 6 - 8 5 8 4 5 号公報に 記載の も の が存在す る 。 こ れ ら の う ち 、 係合 さ せて連結す る タ イ プの も の は、 パ ネ ル の 脚部 と は ま っ た く 別 の係合構造を用 い て 、 さ ら に脚部 間 の微小間隔 を あ け て連結す る 構成の た め 、 構造が複 雑で、 し か も 着脱が困難であ り 、 連結敷設の施工性 も 悪 く 、 さ ら に脚部間 が非常 に近接 し た搆造 の た め 、 不 陸追従が悪い と い う 問題があ る 。  On the other hand, the connection structure of the panel is, for example, typically the one described in Japanese Utility Model Laid-Open No. 6-85845. Of these, the type that is engaged and connected is to use a completely different engaging structure from that of the panel legs, and further to the legs. Due to the configuration of connecting with a small interval between them, the structure is complicated, it is difficult to attach and detach it, the workability of connecting laying is poor, and the distance between the legs is very small. Due to the proximity of the steel structure, there is a problem of poor track following.
ま た 、 例 え ば特開平 6 - 3 2 2 9 4 7号公報等 に記載の リ ン グ体 お よ びそ れ に嵌 る 支持部で構成 さ れ る 連結構造 で は 、 そ の連結作業 の施工性 は 、 そ の リ ン グ体 を 支持部 の高 さ よ り も 上方か ら く ぐ ら せて 嵌め る よ う に 作業 し な け れ ば な ら ず 、 連 結 施 工 が 面 倒 で あ る 問 題 が あ る 。 In addition, for example, a coupling structure composed of a ring body and a support portion fitted to the ring body described in Japanese Patent Application Laid-Open No. Hei 6-322 947 etc. In other words, the workability of the connection work must be such that the ring body is fitted so that it is passed over from the height of the support part and fitted. There is a problem that the installation work is troublesome.
以上の よ う に 、 従来技術で は 、 上掲の いずれ の タ イ プの二重床構造お よ び施工方法 に お いて も 、 置敷式 で あ っ て 、 し か も 比較的簡単な構成 で、 床面不陸 に 追従 で き て ガ タ ツ キ が少 な く 、 施工が容易 で あ る と い う 、 両要求 を満足す る 支持部 を有す る 床パ ネ ル は存在 し て い な い。  As described above, in the prior art, any of the types of double-floor structures and construction methods described above are of the floor-standing type and have a relatively simple configuration. However, there is a floor panel that has a support part that satisfies both requirements, as it can follow uneven floors, has little rattling, and is easy to construct. Absent.
発明 の 開示 Disclosure of invention
本 発明 は 、 こ の よ う な 上述の課題 に鑑み成 さ れた も の で あ り 、 簡単な構成で床面不陸 に追従 で き 、 床パネ ルの 敷設施工が容易 な 、 支持部 を 有す る 床パ ネ ルお よ び そ の施工方法を提供す る こ と を 目 的 と す る 。  SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and has a simple structure capable of following the uneven surface of the floor surface, enabling easy installation of the floor panel. The purpose is to provide floor panels and methods of construction.
本発明 は ま た 、 低 コ ス ト で軽量で あ り 、 し か も 十分 な耐荷重性お よ び強度を 得 る こ と がで き る 、 支持部 を 有 す る 床パ ネ ルお よ びそ の施工方法を提供す る こ と を 目 的 と す る 。  The present invention also provides a floor panel having a support, which is low-cost and lightweight, and yet can achieve sufficient load-bearing capacity and strength. The purpose is to provide a method for constructing the basin.
本発明 に よ れば、 複数 の床パ ネ ルの連結結合 を上下 方 向 の差 し込み式凹 凸嵌合で行な う 床パ ネ ルが提供 さ れ る 。 こ の 床パ ネ ル は 、 平面的 に 略多 角 形状を 形成す る 支持部群 と 、 一方の少 な く と も 1 辺 に 該支持部 と 略 同一形態 で下面 に 凹部を 有す る 結合用 支持部が設 け ら れ、 他方 の少な く と も 1 辺 に該結合支持部 の 凹部が上 方か ら 差 し 込 ま れ る 該'凹部 に 対応す る 凸部 を有 す る 結 合用 嵌合部 と を含む。 こ れ に よ つ て 、 複数の床パネ ル の連結結合 が上下方 向 の 差 し 込 み式 で容易 に施工で き る 。 According to the present invention, there is provided a floor panel in which a plurality of floor panels are connected and connected by a plug-in concave-convex fitting in a vertical direction. The floor panel is composed of a group of support sections forming a substantially polygonal shape in plan view, and a joint having at least one side having a recess on the lower surface in substantially the same form as the support section. If there is a support part for And a coupling fitting portion having a convex portion corresponding to the concave portion into which the concave portion of the coupling support portion is inserted from above at least on one side. Thus, the connecting and connecting of a plurality of floor panels can be easily performed by inserting the floor panel upward and downward.
本発明 に よ れ ば ま た 、 支持部群 と 連結部 と 結合用 支 持部 と 口 用 嵌合部 と を含 む床パ ネ ルが提供 さ れ る 。 こ の 床パ ネ ル は 、 前記支持部群 と 、 各支持部を 相互 に 連結す る と と も に 、 所定幅 を有 し略放射状 に 伸 びて 各 支持部 が相互 に略等間隔 を あ け て 配置 さ れて な る 連結 部 と 、 支持部群の一方の少な く と も 一辺側 の支持部か ら 外方 に 伸 びた前記連結部 に設 け ら れ た 第 1 の結合部 と 、 支持部群の他方 の少 な く と も 一辺側 の 支持部か ら 外方 に伸 びた 前記連結部 に設 け ら れ た 第 2 の結合部 と を含 む 1 お よ び第 2 の結合部 の嵌合 に よ り 複数の 床パ ネ ルを結合す る こ と に よ っ て床 / ネ ノレ を敷設 し 、 そ の 際 、 支持部群の 各支持部 が連結部 に よ り 相互 に 等 間隔 に 一様 に配置 さ れ る 。  According to the present invention, there is provided a floor panel including a support section group, a connection section, a connection support section, and a mouth fitting section. The floor panel connects the support section group and each support section to each other, and has a predetermined width and extends substantially radially so that the support sections are substantially equally spaced from each other. A first connecting portion provided on the connecting portion extending outward from at least one side of the supporting portion on one side of the supporting portion group; and a first connecting portion provided on the connecting portion extending outward from at least one side of the supporting portion. And a second connecting portion provided at the connecting portion extending outward from at least one of the supporting portions on the other side of the supporting portion group. A floor / hole is laid by connecting a plurality of floor panels by connecting the connecting portions, and at this time, the supporting portions of the supporting portion group are mutually connected by the connecting portion. Are uniformly arranged at equal intervals.
さ ら ·\ ノ ネ ノレを 支持部上面 ね よ び隅部 で支持 さ れ る よ う に 複数枚、 施設す る こ と に よ り 、 パ ネ ル の施工 が容易 と な る と と も に 、 一様 な 支持面 の形成 に よ り 支 持強度が安定す る  In addition, the installation of multiple panels so that the panels are supported at the top and corners of the support section facilitates panel construction. The support strength is stabilized by forming a uniform support surface
さ ら に 本発明 に よ れば、 支持部 と パ ネ ルの係 合 に よ る 嵌 合構造 を有す る 床パ ネ ルが提供 さ れ る 。 こ の床パ ネ ル は 、 複数の 支持部を有す る 支持部群 と 、 各 支持部 が所定の 間隔 で配置 さ れ る よ う に 各支持部 を相互 に連 結す る 連結部 と 、 支持部群の 各支持部上面 に 載置 さ れ る パ ネ ノレ と 、 前記パ ネ ルが支持部上面 に 載置 さ れた と き 、 支持部 の 上面 と パネ ルの 略隅部 と が係合 さ れ る 係 合部 と を 含 む。 こ の よ う な構成 に よ り 、 支持部 と パ ネ ル の 係合 が簡単かつ確実 と な り 、 し 力、 も 着脱が容易 に さ ら に 本発明 に よ れ ば 、 次 の よ う な 特徴 ¾·有 す る パ ネ ルの敷設 と 支持部 の切除構造 お よ びそ の施工方法 が 提供 さ れ る 。 こ の 床パネ ルは 、 整列配置 さ れ る 複数 の 支持部 と 、 各支持部の相互 ¾■ ½結す る 連結部 と 、 前記 支持部を 、 該支持部の縦方向 の切断に よ り 複数略等分 し て 分断可能 と な る よ う に、 支持部分離の略基準位置 と し て該支持部の上面側、 側面側お よ び 内側 の う ち の 少 な く と も 1 つ に断面略 V 字状 の 複数の 切込 み部が形 成 さ れた ュニ ッ ト 体 と を S iS こ の ュニ ッ 卜 体 は 、 切 込 み部 に よ り 所定 の規則 に従 つ て 切除 さ れた 複数の 分 割 ュニ ッ ト 体を形成す る と と ち に 、 各分割ュ二 ッ 卜 体 を相互 に 結合 し て 、 そ の ニ ッ ト 体 と 異 な る 形態の結 合 ュニ ッ ト 体 を形成す る Further, according to the present invention, there is provided a floor panel having a fitting structure by engagement of the supporting portion and the panel. This floor pa The cell includes a support portion group having a plurality of support portions, a connecting portion for connecting the support portions to each other such that the support portions are arranged at predetermined intervals, and a support portion group. A panel mounted on the upper surface of each support portion is engaged with the upper corner of the support portion and a substantially corner of the panel when the panel is mounted on the upper surface of the support portion. It includes an engagement part and. According to such a configuration, the engagement between the support portion and the panel is made simple and reliable, the force and the attachment and detachment are easy, and according to the present invention, the following is achieved. Features ¾ The installation of existing panels and the structure for cutting off the supporting parts and the method of construction are provided. The floor panel includes a plurality of support portions arranged in a line, a connecting portion for interconnecting the support portions, and a plurality of the support portions formed by cutting the support portions in a vertical direction. At least one of the upper, side, and inner sides of the support portion is used as a reference position for separating the support portion so that the support portion can be divided into substantially equal portions. The unit having a plurality of substantially V-shaped cuts formed therein is cut off according to a predetermined rule by the cuts. When a plurality of divided unit bodies are formed, the divided unit bodies are connected to each other to form a different unit from the unit unit. Form a knit body
こ れ に よ り 、 敷設面積 に応 じ て パ ネ ルを切除す る 際 や配線器具等 を収納す る 際、 支持部 を 簡単かつ確実 に 切断 で き る と と も に 、 壁際等 の床の敷設面積の残余部 分 に 応 じ て 異 な る 形態の 結合ュニ ッ ト 体 を構成す る こ と がで き る 。 This makes it possible to cut the support section easily and reliably when cutting panels according to the installation area or when storing wiring equipment, etc., and also at the floor near the wall. The remaining part of the laying area It is possible to form different types of coupling unit bodies depending on the components.
図而 の 簡単な説明 Brief description of figure
第 1 A図 は、 本発明 の実施例 に お け る 支持部 を 有す る 床パ ネ ルの基本構成の例 を示す平面図 、  FIG. 1A is a plan view showing an example of a basic configuration of a floor panel having a support portion in an embodiment of the present invention;
第 1 B図 は 、 第 1 A図 に お け る 一点鎖線 1 B - 1 B に お け る 断面 側面図、  FIG. 1B is a cross-sectional side view taken along dash-dot line 1B-1B in FIG. 1A.
第 2 A図 は、 複数 の 床パ ネ ルを敷設 し た 状態 を 示 し 、 そ の 施工方法 の 理解 に有用 な平面図、  Fig. 2A shows a state in which a plurality of floor panels are laid, and is a plan view that is useful for understanding the construction method.
第 2 B図 は 、 第 2 A図 に示す構体 を横方向 か ら 見 た側面 図、  FIG. 2B is a side view of the structure shown in FIG. 2A as viewed from the side,
第 3 A図〜第 3 D図 は 、 本発明 の様 々 な 実施例 に お け る 複数 の床パネ ル相互 を結合す る 際の結合部 (結合用 支 持部 と 結合用 嵌合 と の係合) の結合構造 を示 し 、 そ の 結合方法の理解に 有用 な 拡大側面拡大図 、  FIG. 3A to FIG. 3D show a connection part (a connection between a connection support part and a connection fitting) in connecting a plurality of floor panels in various embodiments of the present invention. Engagement), showing an enlarged side view, which is useful for understanding the connection method.
第 4 図 は、 本発明 の実施例 に お け る 支持部 を 有す る 床パ ネ ル構造 の連結部の形態が異な る 他 の 構造 を示 し た説明 図、  FIG. 4 is an explanatory diagram showing another structure of the embodiment of the present invention, in which the form of the connecting portion of the floor panel structure having the supporting portion is different,
第 5 図 は 、 本発明 の実施例 に係 る 床パ ネ ル構造 を壁 際回 り に施工 し た際、 ボ ー ダ部材 と の繫 が り を説明 す る た め の説明 図 、  FIG. 5 is an explanatory diagram for explaining the gap between the floor panel structure and the border member when the floor panel structure according to the embodiment of the present invention is installed around a wall;
第 6 A図 は、 本 発明 の実施例 に 係 る 床パ ネ ル構造 に 使 用 さ れ る パ ネ ル構造 の上面側 の平面図、  FIG. 6A is a plan view of a top surface side of a panel structure used for a floor panel structure according to an embodiment of the present invention;
第 6 B図 は 、 第 6 A図 に示す構体 を一辺側 か ら 見た側面 図 、 Fig. 6B is a side view of the structure shown in Fig. 6A viewed from one side. Figure,
第 7 図 は 、 緩衝材 を介在 さ せた支持部 と パ ネ ル と の 係合、 嵌合構造の例 を示す分解斜視図 、  FIG. 7 is an exploded perspective view showing an example of an engagement / fitting structure between a panel and a support portion with a buffer material interposed therebetween;
第 8A図、 第 8B図 お よ び第 8C図 は、 第 7 図 に 示 す例 に お い て 、 緩 衝材 を 介 在 さ せ た 支 持 部 と パ ネ ル と の 係 合、 嵌合状態 を線 VI I I- VI I I に お い て 示 し た 側面断面 図 で あ り 、 第 8A図 は 、 床面 に 不陸が な い場合 の嵌合状 態を 示 し 、 第 8B図 お よ び第 8C図 は床面 に 不陸が あ る 場 合の 嵌合状態 を示 し 、  FIGS. 8A, 8B and 8C show, in the example shown in FIG. 7, the engagement and fitting between the supporting portion and the panel with the buffer material interposed. FIG. 8A is a side cross-sectional view showing the condition along a line VIII-VIII, and FIG. 8A shows a fitting condition when there is no unevenness on the floor surface. Figure 8C shows the mated state when there is unevenness on the floor,
第 9A図 お よ び第 9B図 は 、 第 7 図 お よ び第 8 図 と 異 な る 形 態 の 緩街 材 を 介 在 さ せ た 支 持 部 と パ ネ ル と の 係 合、 嵌合構造 を示す側面断面 図 、  FIGS. 9A and 9B show the engagement and fitting of the panel and the supporting portion having the loose-shaped material of a different shape from those of FIGS. 7 and 8 interposed therebetween. Side sectional view showing the structure,
第 10図 は 、 支持部 を有 す る 床パネ ル構造 の他の例 を 示す側面断面図 で あ り 、 と く に パ ネ ル側 に貫通孔 を 、 ま た 支持部側 に は突起部 を有す る 係 合、 嵌合状態 を 示 し 、  FIG. 10 is a side cross-sectional view showing another example of a floor panel structure having a support portion, in which a through hole is provided on the panel side, and a projection is provided on the support portion side. Indicates the mating state,
第 11A 図 は 、 本発明の 実施例 に お け る 支持部の 基本 構成 を示 す拡大斜視図、 第 11B 図 は 、 第 11A 図 に 示 す 構体 を裏面側 か ら 見た平面図 、  FIG. 11A is an enlarged perspective view showing a basic configuration of the support portion in the embodiment of the present invention, FIG. 11B is a plan view showing the structure shown in FIG. 11A from the back side,
第 12A 図 お よ び第 12B 図 は 、 第 11A 図 に 示す支持部 と は異 な る 構造 の変形例 を摸式的 に 示す 、 そ れぞれ平 面お よ び側面図 、  FIGS. 12A and 12B are schematic plan views and side views, respectively, schematically showing a modification of the structure different from the support part shown in FIG. 11A.
第 13 A 図〜第 13 D 図 は 、 本 発明 の 実施例 に係 る 床パ ネ ル ュニ ッ 卜 の 切除 の施工方法を示 す平面 図 、 第 14図〜第 14D 図 は 、 第 13A 図〜第 14D 図 に 示す例 に お い て 床パ ネ ルを 切除 し 分割 ュニ ッ ト を施工 し た 状 態を示 す平面図 であ る 。 FIGS. 13A to 13D are plan views showing a method of cutting a floor panel unit according to an embodiment of the present invention. FIGS. 14 to 14D are plan views showing a state where a floor panel is cut off and a division unit is constructed in the example shown in FIGS. 13A to 14D.
発明 を 実施す る た め の最良の形態 BEST MODE FOR CARRYING OUT THE INVENTION
次 に 添付図面 を参照 し て 本発明 に よ る 支持部 を有す る 床パ ネ ルの 実施例 を詳細 に 説明 す る 。  Next, an embodiment of a floor panel having a support portion according to the present invention will be described in detail with reference to the accompanying drawings.
本 発 明 の様 々 な態様の ひ と つ は 、 上下方 向 の差 し 込 み式凹 凸嵌合で複数 の床パ ネ ルを連結結合す る 構造 に 関 す る 。 他の ひ と つ は 、 支持部群 と 連結部 と 結合用 支 持部 と 結合用 嵌合部 と の主要構成で成 る も の であ り 、 さ ら に他 の ひ と つ は 、 支持部 と パネ ル の 係合 に よ る 嵌 合構造 に 関す る も の であ る 。 さ ら に他の態様 は 、 パ ネ ルの 敷設 と支持部の切除構造お よ びそ の施工方法 に 係 る も の で あ る 。  One aspect of the various aspects of the present invention relates to a structure in which a plurality of floor panels are connected and connected by an upward-downward insertion type concave-convex fitting. The other one has a main configuration of a support part group, a connecting part, a coupling support part, and a coupling fitting part, and the other one has a support part. The present invention relates to a fitting structure formed by engagement of a panel with a panel. Still another aspect relates to a panel laying and support cutting structure and a construction method thereof.
床パ ネ ルお よ びパネ ルの 基本 、 全体構成の説明 Explanation of floor panel and panel basics and overall configuration
第 1A図 お よ び第 1B図 を参照す る と 、 本発明 に 係 る 床 パネ ル は基本的 に は 、 主脚部 14お よ び補助脚部 16で構 成 さ れた支持部群 と 、 各支持部を相互 に連結 し 、 所定 幅で略放射状 に伸 び各支持部が相互 に 略等間隔 を あ け 配置 さ れ る 連結部 18お よ び 22と 、 こ の連結部 18お よ び 22に 設 け ら れ支持部群の一方 お よ び他方 の少な く と も 一辺側の 支持部か ら 外方 に 伸 びた第 1 の結合部 24お よ び第 2 の結合部 26と を 含 む も の であ る 。  Referring to FIG. 1A and FIG. 1B, the floor panel according to the present invention is basically composed of a support group composed of a main leg 14 and an auxiliary leg 16. The connecting parts 18 and 22 which connect the supporting parts to each other, extend substantially radially at a predetermined width, and are arranged at substantially equal intervals to each other, and the connecting parts 18 and A first connecting portion 24 and a second connecting portion 26 extending outward from the support portion on one side of at least one of the support portion groups and at least one of the other support portions. It is intended to include
さ ら に 、 ネ ル 30を 各支持部 14お よ び 16の 上面 お よ び隅部で支持 さ れ る よ う に複数敷設す る こ と に よ り 二 重床が構成 さ れ る 。 よ り 具体的 に は 、 床 パネ ル 1 0は 、 床仕上材 と し て の例 え ば タ イ ノレ 力 — ぺ ッ 卜 の サ イ ズ に 基 づ い て 、 約 4 0 0 ra m〜 約 6 0 0 ra m角 の 大 き さ に 設 定 さ れ、 連結部 1 8お よ び 2 2を 略 X 字状 あ る い は た す き 状 に 連続 的 に形成 し 、 X 字の 交差部 に 所定の 等間隔 で主脚 部 1 4お よ び補助脚部 1 6が一定の 間隔 に 配置 さ れ る よ う に設 け ら れ 、 こ れ に よ り 、 床パ ネ ル上面 の支持強度 を 安定ィヒ さ せ る こ と が で き る 。 In addition, screw 30 onto the top of each support 14 and 16 A double floor is constructed by laying multiple units so that they are supported at the corners and corners. More specifically, the floor panel 10 has a thickness of about 400 ram to about 400 ram, based on the size of the tile as a floor finishing material. It is set to have a size of 600 ram square, and the connecting portions 18 and 22 are continuously formed in a substantially X-shaped or cross-shaped shape, and the X-shaped intersections are formed. The main leg 14 and the auxiliary leg 16 are arranged at regular intervals at predetermined intervals so that the support strength of the floor panel upper surface is maintained. Can be stabilized.
ま た 、 第 1 お よ び第 2 の結合部 2 4お よ び 2 6は 、 補助 脚部 1 6と 同一 の構成で底面が略凹状 に 形成 さ れ た 第 1 の結合部 2 4と 、 こ れ よ り 高 さ が低 く 、 例 え ば上下方 向 の差 し込 み式 に係合 ま た は嵌合可能な 、 例え ば前記略 凹状 に係合 ま た は嵌合す る 略 凸状 に形成 さ れた 第 2 の 結合部 2 6と で成 る 。 こ れ に よ り 、 第 1 お よ び第 2 の結 合部 2 4お よ び 2 6の係合 ま た は嵌合 に よ る 複数 の床パ ネ ル 1 0相互 の結合や位置決 め固定 が容易 に かつ確実 に で き 、 床パ ネ ル相互 の結合部 2 4お よ び 2 6が外観上 、 目 立 た ず、 床面上 に 多数 の床パネ ル 1 0を一様 に連続 的 に 敷 設で き 、 床パ ネ ルの敷設施工性が向上す る 。 さ ら に 、 各支持部 1 4、 1 6お よ び 2 4が連結部 1 8お よ び 2 2に よ り 相 互 に 所定 の等間隔 に 一様 に 配置 さ れ る の で、 床面 の 不 陸 に 十分追従 さ せ る こ と がで き る 。  Further, the first and second joints 24 and 26 have the same configuration as the auxiliary leg 16 and have a substantially concave bottom surface. The height is lower than this, for example, it can be inserted or engaged in an upward and downward plug-in manner, for example, a substantially convex that is engaged or fitted in the substantially concave shape. And a second connecting portion 26 formed in a shape. As a result, the plurality of floor panels 10 can be connected or positioned with each other by engaging or mating the first and second joints 24 and 26. It can be fixed easily and securely, and the joints 24 and 26 of the floor panels are inconspicuous in appearance, and a large number of floor panels 10 are evenly continuous on the floor. The floor panel can be laid in a targeted manner, and floor panel laying workability is improved. Further, since the support portions 14, 16, and 24 are uniformly arranged at predetermined equal intervals from each other by the connection portions 18 and 22, the floor surface It can be made to sufficiently follow the non-land of the country.
こ の床パ ネ ル 1 0は 、 一体成型 で構成す る の が設計 、 製造上容易 であ る た め、 好適で あ り 、 例 え ば難燃 ' 不 燃性 の樹脂成形 が最 も 一般的 で あ る 。 こ れ ら の 連結部 18お よ び 22、 な ら び に第 1 お よ び第 2 の結合部 24お よ び 26は 、 床パ ネ ル 10を最小限 の少な い量の樹脂 で一体 形成 し 、 ま た 、 パ ネ ル 30に部品共通化 の た め 同 一形状 の薄板鋼板を 用 い 、 打抜 き 、 折 り 曲 げの み の加工で補 強性 を得て い る 。 し た が っ て 、 軽量で、 運搬や敷設時 の施工が容易 で あ り 、 低 コ ス ト 化 が可能で あ る 。 The floor panel 10 is designed to be integrally molded. Since it is easy to manufacture, it is suitable. For example, flame-retardant and non-flammable resin molding is most common. These connecting parts 18 and 22 and the first and second connecting parts 24 and 26 are integrally formed of the floor panel 10 with a minimum amount of resin. In addition, in order to make parts common to the panel 30, a thin steel plate of the same shape is used, and reinforcement is achieved by punching and bending only. Therefore, it is lightweight, easy to transport and lay, and low cost.
支 持部群 は 、 異 な る 径 の主脚部 14お よ び補助脚部 16 で構成 さ れ、 主脚部 14は 、 パネ ル 30の 4 隅部 を そ れぞ れそ の 1/4 に 等 し い面積の部分で支持す る よ う に 、 4 か所 でパ ネ ル 30を 支持す る 。 対す る 補助脚部 16は 、 パ ネ ル 30の略中央近傍で全面で支持す る が、 主脚部 14が 4 か 所 の パ ネ ル 30を 支持 す る の に 対 し 、 補 助 脚部 16 は、 あ る 一定 の荷重 がかか っ た と き 、 支持す る よ う に 補助 的 に機能す る 。  The support group is composed of main legs 14 and auxiliary legs 16 having different diameters, and the main legs 14 cover the four corners of the panel 30 by 1/4 each. Panel 30 is supported at four locations, so that it is supported by areas of equal area. The supporting legs 16 are supported almost entirely near the center of the panel 30, but the supporting legs 16 support the four panels 30, whereas the auxiliary legs 16 support the four panels 30. The 16 functions as a support to support a certain load.
主脚部 14お よ び補助脚部 16の構造 は、 平面形状が多 角 形状 ま た は 円形状 な どの任意の形 を有す る 柱状 に形 成 さ れ、 そ の上面 14a に は、 パネ ル 30が係合、 嵌合 に よ り 設置可能 と な る よ う に 、 係合部 ( ま た は嵌合部) 14b お よ び 14c が形成 さ れて い る 。 対応す る パ ネ ル 30 に も 、 そ の 4 隅部 36 (第 6A図) に は 、 係 合部 ( ま た は 嵌 合 部 ) 32、 38お よ び 34 ( 第 6B図 ) が 形 成 さ れ て い る 。 一方、 ノく ネ ノレ 30は 、 例え ば タ イ ノレ 力 一 ぺ ッ ト ま た は 床パ ネ ル 10 (本実施例で は約 40 Oram〜約 60 Oram角 ) の 面積 の 1/6 ~ 1/3 程度 に等 し い面積 が好適で あ る 。 図 示の 実施例 で は 、 床パネ ル 10を複数 に 区画分割す る よ う に 、 略正方形状で、 約 lOOraii! 〜 200mra角 (標準的 に は 165 mm ) の 大 き さ に 設 定 し 、 鋼 板 製 で 板 厚 t が 約 1.0mm 〜 2.5mra (標準的 に は 2.3ram ) で あ る 薄板 であ る The structure of the main leg portion 14 and the auxiliary leg portion 16 is formed into a columnar shape having an arbitrary planar shape such as a polygonal shape or a circular shape, and a panel is provided on the upper surface 14a. Engaging portions (or engaging portions) 14b and 14c are formed so that the socket 30 can be installed by engaging and fitting. The corresponding panel 30 also has mating portions (or mating portions) 32, 38 and 34 (Fig. 6B) at its four corners 36 (Fig. 6A). It has been. On the other hand, the nozzle 30 is, for example, 1/6 to 1 area of the area of the tire power pad or floor panel 10 (about 40 Oram to about 60 Oram square in this embodiment). An area equal to about / 3 is preferred. In the illustrated embodiment, the floor panel 10 has a substantially square shape and is about lOOraii! So that the floor panel 10 is divided into a plurality of sections. It is a thin sheet made of steel plate with a thickness t of about 1.0 mm to 2.5 mra (typically 2.3 ram), set to a size of ~ 200 mra square (typically 165 mm).
こ れ に よ り 、 こ の パ ネ ル 30を 、 各支持部 14お よ び 16 の上面 お よ び隅部で支持 さ れ る よ う に複数枚、 敷設す る こ と で、 こ のパネ ル 30の施工が容易 と な り 、 簡単な 構造で一様な 支持面の形成 に よ り 、 支持強度 を安定 さ せ る こ と がで き る 。 しか も 、 上述の よ う な パネ ノレ 30の 大 き さ の設定 に よ り 、 多数敷設 さ れ た床パ ネ ル 10の 不 陸追従 に倣 う こ と が可能 と な る 。  As a result, a plurality of the panels 30 are laid so as to be supported by the upper surface and the corners of each of the support portions 14 and 16, whereby the panel 30 is laid. The construction of the rule 30 becomes easy, and the support strength can be stabilized by forming a uniform support surface with a simple structure. However, by setting the size of the panel 30 as described above, it is possible to imitate the non-landing following of a large number of laid floor panels 10.
こ の パネ ル 30は、 同一形状であ り 、 ま た 支持部 が 同 一嵌合構造で あ り 、 しか も 薄板で あ り な が ら も 打抜 き 折 曲 げ加 工 に よ り 十 分 な 強 度 を 得 る こ と が で き る の で 、 部 品 点数 の 低 減 、 お よ び低 コ ス ト ィヒ が 可 能 で あ る 。  This panel 30 has the same shape and the same support structure as the mating structure. Even though it is a thin plate, it is enough by punching and bending. Since high strength can be obtained, the number of parts can be reduced, and low cost can be achieved.
な ま 伊1 の謚, B月  Nama I1's PHP, B
以下 、 添付図面 を参照 し て 本発明 の実施例 を詳細 に 説明 す る 。 こ れ ら の 実施例 は 、 本発 明 を 二重床構造の 構築 に 適用 し た例 で あ り 、 本発明 は こ れ ら の み に よ つ て 限定的 に解釈 さ れ る も の で は な い。 Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. These embodiments are examples in which the present invention is applied to the construction of a double-floor structure, and the present invention is based only on these. They are not to be construed as limiting.
第 1A図 、 第 1B図、 第 2A図、 第 2B図 お よ び第 3A図〜第 3D図 は、 二重床用 の床パ ネ ル 10の実施例 を示 し 、 こ れ ら は 、 脚部の形状お よ び脚部相互を 接続す る 接続部 の 構成 の異 な っ た例 で あ る 。 第 1 A図 お よ び第 2 B図 に示 す よ う に 、 床パ ネ ル 10は、 2 種類 の脚部で あ る 、 主脚部 14と 、 主脚部 14よ り 支持面 の面積の 狭い補助脚部 16と を 有 し て い る 。 こ れ ら の 主脚 部 14お よ び 補 助 脚 部 16 は 、 所定の幅 の 帯状 の接続部材 18で そ れ ぞれ接続 さ れ て い る 。 こ れ に よ り 、 床パネ ノレ の軽量化 を 図 る こ と が 可能であ る 。  FIGS. 1A, 1B, 2A, 2B and FIGS. 3A-3D show an embodiment of a floor panel 10 for a double floor, which includes legs. This is an example in which the shape of the part and the configuration of the connecting part for connecting the legs are different. As shown in FIGS. 1A and 2B, the floor panel 10 has two types of legs, the main leg 14 and the area of the support surface more than the main leg 14. It has narrow auxiliary legs 16 and. The main leg portion 14 and the auxiliary leg portion 16 are connected to each other by a band-shaped connecting member 18 having a predetermined width. As a result, it is possible to reduce the weight of the floor panel.
な お、 第 1A図、 第 1B図 お よ び第 2A図、 第 2B図 に 示 さ れ た 主脚 部 14は 、 略八 角 形 の 平 面形状 を 有 し て い る が、 こ の主脚部 14は図 4 に示す よ う に 、 例 え ば 円形 の 平面形状であ っ て も よ い。 ま た 、 各脚部相互 を 接続す る 接続部材 18は 、 こ れ ら の実施例 に お け る 床パ ネ ル よ り 多数の接続部材 18を設 けて 、 接続強度 の 向上 を図 る よ う に し て も よ い。  The main landing gear 14 shown in FIGS. 1A, 1B, 2A, and 2B has a substantially octagonal flat surface shape. The legs 14 may have, for example, a circular planar shape as shown in FIG. The connecting members 18 for connecting the legs are provided with a larger number of connecting members 18 than the floor panels in these embodiments to improve the connection strength. You can do it.
図 示 の実施例 で は 、 主脚部 14が 9 個、 ま た 補助脚部 16が 4 個設 け ら れて 、 補助部材 16は主脚部 14相互間 で こ れ ら の脚部上に 設置 さ れ る 床 プ レ ー 卜 と し て の パ ネ ル 30を支持す る こ と がで き る 。  In the illustrated embodiment, nine main legs 14 and four auxiliary legs 16 are provided, and the auxiliary member 16 is placed on these legs between the main legs 14. The panel 30 as a floor plate to be installed can be supported.
第 2A図 お よ び第 2B図 に お い て 、 主脚部 14の上端面で あ る 支持面 14a に は十字状溝 14b が形成 さ れて い る 。 こ の 溝 14 b は 、 パ ネ ノレ 30を設置す る 際 に こ の溝 内 に そ の パ ネ ノレ部材 を係止 さ せ る た め の も の で あ る 。 2A and 2B, a cross-shaped groove 14b is formed on a support surface 14a, which is the upper end surface of the main leg portion 14. The groove 14b is used to lock the panel member in the groove when the panel 30 is installed.
こ の よ う に 主脚部 14お よ び補助脚部 16を接続部材 18 で接続 し た状態 で脚部群が形成 さ れ、 こ の 脚部群 に は さ ら に 連 結用 ア ー ム 部 22が設 け ら れ て い る 。 連 結 用 ア ー ム部 22は 、 最 も 外側 に 位置す る 主脚部 14か ら 接続 部 材 18と 同 様 の 構 成 と し た 連結 用 ア ー ム 22を 突 出 さ せ、 連結用 ア ー ム 22の 先端 に 連結用 脚部 24あ る い は連 結用 小突起 26を形成 して 、 平面形状 が略 V 字状 に 構成 さ れて い る 。  In this way, a leg group is formed in a state where the main leg 14 and the auxiliary leg 16 are connected by the connecting member 18, and a further connecting arm is formed on the leg group. A part 22 is provided. The connecting arm portion 22 is formed by projecting a connecting arm 22 having the same configuration as the connecting member 18 from the outermost main leg portion 14 to form a connecting arm 22. A connecting leg 24 or a connecting small protrusion 26 is formed at the tip of the arm 22 so that the plane shape is substantially V-shaped.
こ れ は 、 突 出 す る 連結用 ア ー ム部 22の 強度 を 向上 さ せ る た め の形状で あ り 、 施工 時等 に 生 じ る ス ト レ ス に 耐え る た め に 有効で あ る 。 ま た 、 こ れ ら 連結用 ア ー ム 22の 先端部 は 、 脚部郡を 囲 む略四 角 形の 各辺 ( 同 図 に お い て破線 100 に て 示 さ れて い る ) 上 に位置す る よ う に設定 さ れて い る 。 図示 の 実施例で は、 そ の 四 角 形状 の そ れぞれ隣 り 合 う 2 辺ずつ に連結用 脚部 24と 連結用 小突起 26が分 け て配置 、 形成 さ れて い る 。  This is a shape for improving the strength of the protruding connecting arm portion 22 and is effective for withstanding stress generated during construction or the like. . Also, the tips of these connecting arms 22 are placed on the substantially square sides (shown by broken lines 100 in the figure) surrounding the leg group. It is set to be positioned. In the illustrated embodiment, the connecting leg portion 24 and the connecting small protrusion 26 are separately arranged and formed on each two adjacent sides of the rectangular shape.
ま た 、 第 1B図 お よ び第 2B図 (第 1A図 の 構成か ら 見た 形状 を示す図 ) か ら 理解 さ れ る よ う に 、 主脚部 14は互 い に 同様 の 高 さ に形成 さ れ、 補助脚部 16は 、 例 え ば主 脚 部 14の 高 さ よ り 少 し だ け 低 い 高 さ に 形 成 さ れ て い る 。 よ り 詳細 に は 、 主脚部 14の 間 に 架橋支持 さ れ る 後 述す る パ ネ ル 30の ほ ぼ中 央 に 位置す る 補助脚部 16は 、 そ の 上 側 床部材 の 中 央 位 置 に 荷 重 が掛 つ た 場 合 な ど に 、 補 助 的 に こ れ を 支 持 す る よ う に 構 成 さ れ て い ま た 、 連結用 脚部 24は 、 そ の形状 お よ び高 さ が補助 脚部 16と ほ ぼ同様 に 形成 さ れ、 図示 の よ う に 、 主脚部 14か ら の距離 も ほ ぼ同様 に設定 さ れて い る 。 連結用 小 突起 26は 、 主脚部 14お よ び補助脚部 16の 高 さ に 比べ非 常に 低 い高 さ 、 本実施例 で は 、 例え ば略 3 分 の 1 以下 の高 さ に設定 さ れ、 そ の上端部 は角 を落 し た R 曲面状 に形成 さ れて い る 。 Also, as can be understood from FIGS. 1B and 2B (a diagram showing the configuration as viewed from the configuration of FIG. 1A), the main legs 14 have the same height. The auxiliary leg 16 is formed to have a height that is slightly lower than, for example, the height of the main leg 14. More specifically, the auxiliary leg portion 16, which is positioned substantially in the center of the panel 30 described later, which is bridged and supported between the main leg portions 14, When the load is applied to the central position of the upper floor member, the connecting legs are configured to support this in a supplementary manner, for example. The part 24 has substantially the same shape and height as the auxiliary leg 16, and the distance from the main leg 14 is set substantially the same as shown in the figure. . The connecting small projection 26 is set to a height that is extremely lower than the heights of the main leg portion 14 and the auxiliary leg portion 16. In the present embodiment, the height is set to, for example, approximately one third or less. The upper end is formed into a rounded R-shaped surface.
第 2 A図 は 、 第 1 A図 の実施例 に係 る 複数の床パ ネ ル 10 ( 10-1 10-2) が連結 さ れ た 状 態 の 概 略 平 面 図 で あ る 。 図 示 の よ う に 、 2 つ の 床 ネ ノレ 10 - 1お よ び 10 - 2 は、 2 つ の連結用 小突起 26に 連結用 脚部 24を差 し込 み 式 に 被せて係合 さ せて 、 連結状態 と な っ て い る 。 こ の よ う に 、 上述 し た略四 角形状 の各二辺 を用 いて そ れ ぞ れ連結係合可能な連結部が構成 さ れて い る の で 、 多数 の支持脚ュ ニ ッ 。 ネ ノレ 10 (10— 1 10-2 10-3  FIG. 2A is a schematic plan view of a state in which a plurality of floor panels 10 (10-1 10-2) according to the embodiment of FIG. 1A are connected. As shown in the figure, the two floor knurls 10-1 and 10-2 are engaged with the two connecting small projections 26 by inserting the connecting legs 24 in a plug-in manner. As a result, they are connected. As described above, since the connecting portions that can be connected and engaged are formed using the two sides of the above-described substantially square shape, a large number of support leg units. Nore 10 (10— 1 10-2 10-3
10-n) を平面的広が り を も っ て連続設置す る 場 合 に 、 順次簡単 に 、 複雑な 配置 を考 え る こ と な く 、 行な う こ と が可能であ る 。  When 10-n) are installed continuously with a two-dimensional spread, it is possible to perform them sequentially and easily without having to consider complicated arrangements.
ま た 、 図示 の よ う に 、 、。ネ ル 30は 4 つ の主脚部 14に 支持 さ れ る よ う に設置 さ れて い る 。 こ の パ ネ ル 30は 、 例え ば金属製 に て構成 さ れ、 四 隅 に は耐荷重強度向 上 の た め下方 に 曲 げ ら れ た 屈 曲部 34を有 し 、 屈 曲部 34が 主脚部 14の 支持面 の 溝 14b に係 合 さ れ て 設置 さ れ て い る o Also, as shown. The cell 30 is set up so as to be supported by the four main legs 14. The panel 30 is made of, for example, metal, and has four corners with improved load bearing strength. Therefore, it has a bent portion 34 bent downward, and the bent portion 34 is installed by being engaged with the groove 14 b of the support surface of the main leg portion 14.
第 2 A図 の よ う に 、 2 枚の 床パ ネ ル 10、 すな わ ち 10 _ 1 お よ び 10 - 2を連結 し た状態で、 両者の連結部分 は 、 主 脚部 14と 連結用 脚部 24と が連結部分でな い主脚部 14と 補助脚部 16と の位置 関係 、 お よ びパネ ル 30の支持関係 を保つ こ と がで き る 。 し た が っ て 、 連結構造部材が露 出 し て 目 立つ こ と がな く 、 ま た二重床構造 の配線空間 に も 不規則 な 変化 を与え る こ と な く 、 一様 に各脚部 14 お よ び 16が一定間隔 で床面上 に形成 さ れ る こ と が理解 さ れ る 。  As shown in FIG. 2A, in a state where two floor panels 10, that is, 10 _ 1 and 10-2 are connected, the connecting portion of the two is connected to the main leg 14. The positional relationship between the main leg portion 14 and the auxiliary leg portion 16 where the leg portion 24 is not a connecting portion, and the support relationship between the panel 30 and the main leg portion 14 can be maintained. Therefore, the connecting structural members are not exposed and conspicuous, and the wiring space of the double-floor structure is not changed irregularly. It is understood that the parts 14 and 16 are formed on the floor at regular intervals.
床パネ ル 10相互の連結動作 は 、 基本的 に は次 の よ う に し て 行 な う 。 すな わ ち 、 第 2 B図 に示 し た よ う に ま ず —方 の床パネ ル 10- 1を基礎 と な る 床面上 に設置 す る 。 そ の 後 に 、 隣 の 床 パ ネ ル 10 - 2を 設 置 す る 動作 を 行 な い、 そ の際、 床パ ネ ル 10 - 1の 2 つの連結用 小突起 26に 床パ ネ ル 10 - 2の対応す る 連結用 脚部 24を そ の底面側か ら 被せ る よ う に設置 す る 。  The connection operation of the floor panels 10 is basically performed as follows. That is, as shown in Figure 2B, first install the other floor panel 10-1 on the underlying floor. After that, the operation of installing the next floor panel 10-2 is not performed. At this time, the floor panel 10-2 is connected to the two connecting small projections 26 of the floor panel 10-1. -Set the corresponding connecting feet 24 of 2 so that they cover from the bottom side.
な お、 例 え ば主脚部 14と 、 補助脚部 16お よ び連結用 脚部 24と を そ の位置 を逆 に 配置 し た床パ ネ ル 10の構成 と し 、 主脚部 14と 連結用 小突起 26と で床パネ ル 10を相 互 に 連結す る よ う に構成 し て も よ い。  For example, the floor panel 10 is configured such that the main leg 14, the auxiliary leg 16, and the connecting leg 24 are arranged in reverse, and the main leg 14 and the main leg 14 are connected to each other. The floor panels 10 may be connected to each other by the connecting small projections 26.
次 に 、 連結用 ア ー ム部 22、 連結用 脚部 24お よ び連結 1フ 用 小突起 2 6で構成 さ れ る 連結構造 の 例 を 説明 す る 。 第 3 A図 〜第 3 D図 は、 そ れぞ れの 床パネ ルの 連結部分の概 略拡大図 であ る 。 第 3 A図 に 示す よ う に 、 床パネ ノレ 1 0の 少な く と も 接続部材 1 8は 例 え ば、 一体成形樹脂製で薄 肉 に す る こ と に よ り 可撓性 を有 す る よ う に形成 さ れて い て 、 連結用 ア ー ム 部 2 2の部分 は 簡単 に 上方 に橈 ま せ る こ と が で き る 。 し た 力 つ て 、 第 2 B図 に 示 し た よ う に 、 隣接す る 床パ ネ ル 1 0 - 2を一旦、 床面上 に 設置 し た 状態 で位置 をず ら し な が ら 、 連結用 脚部 2 4を床パ ネ ル 1 0 - 1の 連結用 小突起 2 6に 被せ る 動作 を行 な う こ と がで き る 。 すな わ ち 、 脚部の高 さ よ り 低い位置 (連結用 小 突起 の高 さ 位置) で被せ る 動作 を 行な え ば足 り る 。 し た が っ て 、 従来技術の よ う に床パネ ル 1 0全体を持 ち 上 げて連結す る 動作 を 行な う 必要 がな く 、 そ の連結動作 は容易 な 作業 であ る 。 Next, the connecting arm 22, connecting legs 24 and connecting An example of a connection structure composed of the small projections 26 for 1 f will be described. FIGS. 3A to 3D are schematic enlarged views of the connecting portions of the respective floor panels. As shown in FIG. 3A, at least the connecting member 18 of the floor panel 10 is made of, for example, an integrally molded resin and is made thin to have flexibility. It is formed so that the connecting arm portion 22 can be easily bent upward. With the applied force, as shown in Fig. 2B, while the adjacent floor panels 10-2 were once placed on the floor, they were displaced, The connecting leg 24 can be put on the connecting small protrusion 26 of the floor panel 10-1. In other words, it is sufficient to perform the covering operation at a position lower than the height of the leg (the height of the small connecting projection). Therefore, there is no need to perform the operation of lifting and connecting the entire floor panel 10 as in the conventional technology, and the connecting operation is an easy operation.
上述 し た実施例 で は 、 脚部 の構成 を支持面積 の 広 い 主脚部 14と 支持面積 の狭 い補助脚部 16と で構成 さ れ た 例 で め つ 。 し 力、 し 本発明 は 、 こ の よ う な 脚部構成 に 限 ら ず、 脚部群 が共通 の支持面 を有す る 主脚部 32の み で構成 し て も よ い。 第 3B図 は 、 そ の よ う な主脚部 32の み で脚部群を構成 し た 実施例 に お け る 連結部 の構成例 を 示 し て い る o In the above-described embodiment, the configuration of the leg portion is an example in which the main leg portion 14 has a large supporting area and the auxiliary leg portion 16 has a small supporting area. The present invention is not limited to such a leg configuration, and the leg group may include only the main leg 32 having a common support surface. FIG. 3B shows an example of the configuration of a connecting portion in an embodiment in which such a main leg portion 32 alone forms a leg group o
の場 合 、 連結用 小突起 36は主脚部 32の高 さ の 2 分 の 1 以下 の低 い高 さ に設定 さ れ、 連結用 脚部 34は、 主 脚部 32と 共通の 高 さ お よ び外形状 を有 し 、 内部 に は例 え ば図示 の よ う な リ ブ 35が設 け ら れ 、 そ の 強度補強 が 図 ら れて い る 。 連結動作 は、 第 3A図 に示 す構造 の場合 と 同様 に 、 連結用 小突起 36に こ の連結用 脚部 34を被せ る よ う に 係合設置 し て行な われ る 。  In this case, the connecting small projection 36 is set to a height that is less than half the height of the main leg 32, and the connecting leg 34 has the same height as the main leg 32. It has an outer shape, and a rib 35 as shown in the figure is provided inside, for example, to enhance its strength. In the same manner as the structure shown in FIG. 3A, the connecting operation is performed by engaging and installing the small connecting protrusions 36 so as to cover the connecting legs 34.
第 3C図 お よ び第 3D図 は 、 連結部の連結用 脚部 お よ び 連結用 Jヽ突起 の他の 構成例 を示 し て い る 。 ま ず 、 第 3C 図 に 示 し た例 は 、 連結用 小突起 の構成を 変化 さ せた も の で あ り 、 連結用脚部 24の構成 は、 第 3 A図 に 示 す例 の 構成 と 同様で あ る 。 よ り 詳細 に は 、 連結用 小突起 40は ほ ぼ中央 で 2 つ に分離 さ れ、 や や離反 し た 2 つ の分離 部分が、 底部の 開放 さ れた 中 空形状 の連結用 脚部 24を 上方力ヽ ら 被せ る こ と に よ り 互 い に近づ く 方 向 に 押 え つ け ら れて 、 係合動作 が行われ る 。 こ れに よ り 、 連結用 小突起 40の 2 つ の分離部分 は 外方へ広が る 方 向 に 連結 用 脚部 24を付勢す る の で、 両者の連結係合状態 は よ り 強固 な も の と な る 。 FIG. 3C and FIG. 3D show another example of the configuration of the connecting leg and the connecting J-projection of the connecting portion. First, the example shown in FIG. 3C is a modification of the configuration of the connecting small projection, and the configuration of the connecting leg 24 is the same as that of the example shown in FIG. 3A. The same is true. More specifically, the connecting small projection 40 is divided into two parts at almost the center, and the two separated parts slightly separated from each other are open-ended connecting legs 24 having an open bottom. Are pressed from each other by the upper force, and the engaging operation is performed. As a result, the two separated portions of the connecting small protrusion 40 are connected in a direction to spread outward. Since the leg 24 is urged, the connection and engagement between the two is further strengthened.
第 3D図 は 、 さ ら に 他 の 連 結部 の 構 成 例 を 示 し て い る 。 こ の 実施例 では 、 連結用 小突起 42が 2 つの ピ ー ス 42 a お よ び 42b か ら 構成 さ れ、 2 つ の ピ ー ス 42a お よ び 42b は、 所定 の大 き さ の力 を加え る こ と に よ り 互 い に 近接す る 方向 に撓 ま せ る こ と がで き る 構成 と な っ て い る 。 も ち ろ ん 、 2 つ 以 上 の ピ ー ス で 構 成 し て も よ い。 そ れぞれの ピ ー ス の外側面 に は 、 外方 に 拡径 し た 突 出 部 43が形成 さ れて い る 。  FIG. 3D shows an example of the configuration of still another connection part. In this embodiment, the connecting small projection 42 is composed of two pieces 42a and 42b, and the two pieces 42a and 42b exert a force of a predetermined magnitude. By adding, it is configured to be able to bend in a direction closer to each other. Of course, it may be composed of two or more pieces. On the outer surface of each piece, a projecting portion 43 whose diameter is increased outward is formed.
一方、 連結用脚部 24に は、 上述 し た 突 出部 43が係 合 す る 係 合部 と し て 側壁部 に穴 25がそ れぞれ突 出 部 43の 対向 す る 位置 に形成 さ れ て い る 。 し た が っ て 、 連結用 脚部 24を連結用 小突起 42の上方か ら 被せて ゆ く こ と に よ り 、 連結用 小突起 42の 2 つ の ピ ー ス 42a お よ び 42b は 、 互 い に近づ く 方 向 に 曲 げ ら れ る 。 そ の被せ動作 の 終了 時 に は、 連結用 小突起 42の 突 出 部 43が穴 25に 係 合 し た状態で納 ま る 。 こ う し て こ の実施例 では 、 第 3A図 お よ び第 3B図 に示 し た よ う な単に連結用 小突起 に連結 用 脚部 を被せた 状態 の係合状態 よ り も 強固 な連結状態 が確保 さ れ る 。  On the other hand, holes 25 are formed in the side walls of the connecting leg 24 as engagement portions with which the above-mentioned projections 43 engage, respectively, at positions facing the projections 43. It is. Accordingly, the two legs 42a and 42b of the small connecting protrusion 42 are formed by covering the connecting leg 24 from above the small connecting protrusion 42. They are turned in a direction approaching each other. At the end of the covering operation, the small projection 42 for connection is fitted with the projection 43 engaged with the hole 25. In this way, in this embodiment, the connection is stronger than the engagement state in which the connection leg is merely placed on the small connection protrusion as shown in FIGS. 3A and 3B. The state is secured.
な お 、 上述 し た連結用 小突起 40お よ び 42は 、 第 3 C図 お よ び第 3 D図 に例示 し た も の で あ つ た が、 本発明 は こ れ に 限定 さ れず、 要 は 、 エ ン ボ ス や打 ち 抜 き 加工等 に よ り 形成 し 、 上下方 向 に 着脱が可能で、 装着時 に は 係 合 で き て 、 位置 決め 目 安 が可能 で あ る 構造で あ れば よ い o The connecting small projections 40 and 42 described above are the ones illustrated in FIGS. 3C and 3D, but the present invention is not limited thereto. In short, embossing and punching Any structure that can be attached and detached upward and downward, can be engaged at the time of attachment, and can be used as a guide for positioning o
第 5 図 は 、 一つ の実施例 に 係 る 床パ ネ ル 1 0を建物 の 床上 に設置 し て二重床構造 を構築 し た 例 を示 し 、 こ の 図 で は 、 敷設領域 の 端縁部、 た と え ば フ ロ ア の 壁際 の 設 置 状態 が示 さ れ て い る 。 第 5 図 に 示 す よ う に 、 本 発 明 に 係 る 床パ ネ ル 1 0は順 次連結 さ れて 複数設置 さ れ 、 壁際 の所定の位置 ま で設 置 さ れ て い る 。 こ こ で壁際 に は 、 切除す る こ と に よ り そ の 幅 を調整す る こ と の で き る ボ ー ダ ー パ ネ ノレ 5 0が設置 さ れて い る 。 最 も 壁寄 り の ボ ー ダ ー パ ネ ル 5 0上 に は ボ ー ダ ー カ バ ー 5 2が 設 置 さ れ 、 ボ ー ダ ー パ ネ ノレ 5 0の そ の 他 の 領域 に は ボ ー ダ ー シ ー ト 5 4が設置 さ れて い る 。  FIG. 5 shows an example in which a floor panel 10 according to one embodiment is installed on the floor of a building to form a double-floor structure. In this figure, the end of the installation area is shown. The installation of the rim, for example, near the wall of the floor, is shown. As shown in Fig. 5, a plurality of floor panels 10 according to the present invention are connected in order and installed to a predetermined position near a wall. Here, a border panel 50 is installed near the wall, from which the width can be adjusted by cutting. The border cover 52 is installed on the border panel 50 closest to the wall, and the other area of the border panel 50 is located in the other area. Border sheet 54 is installed.
一方、 床パ ネ ル 1 0の端部 は 、 連桔用 脚部 2 4が位置 す る よ う に 設置 さ れて い る 。 ボ ー ダ ー パ ネ ノレ 5 0は 、 連結 用 脚部 2 4か ら 所定 の位置 ま で届 く よ う に 位置調整 さ れ て い る 。 こ れ に よ り 、 ボ ー ダー パ ネ ノレ 5 0と 主脚部 1 4と の 部分 に パ ネ ル 3 0を架橋 し て 設置す る こ と で 、 パ ネ ル 3 0は ボ ー ダー パ ネ ル 5 0と 最 も 外側 の主脚部 1 4の一部 、 お よ びそ れ ら の 間 に 位置 す る 連結用 脚部 2 4に よ つ て 確 実 に 支持 さ れ る 。 こ の連結用 脚部 2 4がパ ネ ル 3 0の ほ ぼ 中 央位置 で支持す る と い う 支持構造 は 、 床パ ネ ル の 周 縁部以外 の部分 と 同様の構造 で あ り 、 し た が っ て床パ ネ ル 1 0の設置 の末端部 に お け る パ ネ ノレ 3 0の設置状態 の 安定性 も 、 同様 に確保 さ れ る 。 On the other hand, the end of the floor panel 10 is set so that the connecting leg 24 is located. The position of the border panel 50 is adjusted so that it reaches from the connecting leg 24 to a predetermined position. As a result, the panel 30 is bridged between the border panel 50 and the main leg 14 so that the panel 30 can be mounted on the border panel. It is reliably supported by the cell 50 and a part of the outermost main leg 14 and the connecting leg 24 located between them. The supporting structure that the connecting legs 24 support the panel 30 at almost the center position is the same as the structure other than the peripheral part of the floor panel. Therefore, floor pa The stability of the installation state of the panel 30 at the end of the installation of the cell 10 is similarly ensured.
こ の よ う に 、 パ ネ ル 30の設置状態 は 、 ボ ー ダ ー パ ネ ル 5 0と 床パ ネ ノレ 1 0と の連結部領域に お い て も 、 パ ネ ル 3 0の 四 隅が ボ ー ダー パ ネ ノレ 5 0で主脚部 1 4と あ い ま つ て 支持 さ れ、 そ の略 中 央位置 に は補助脚部 1 6ま た は連結 用 脚部 24が支持可能 な 状態 で位置 し て い る 。 よ り 詳細 に は 、 こ の支持可能な 状態 と は 、 補助脚部 1 6お よ び連 結用 脚部 24の高 さ が主脚部 1 4の 高 さ よ り 若干低 く 形 成 さ れ、 例え ばパネ ル 30の 中 央位置 に 機器 の設置 に よ る 荷重 が加え ら れ、 あ る い は人 の歩行 に よ る 荷重 が加 え ら れ た場合等 に 、 そ の荷重 に よ っ て 橈ん だパ ネ ル 3 0の 中央 を支持す る も の であ る 。  As described above, even if the panel 30 is installed in the area where the border panel 50 and the floor panel 10 are connected to each other, the panel 30 is located at the four corners. Are supported by the border panel 50 and the main leg 14, and the auxiliary leg 16 or the connecting leg 24 can be supported in the approximate center position. It is located in the state. More specifically, this supportable state means that the height of the auxiliary leg 16 and the connecting leg 24 is slightly lower than the height of the main leg 14. For example, when a load due to the installation of the device is applied to the center position of the panel 30 or a load due to human walking is applied, the load is changed according to the load. It supports the center of the radiused panel 30.
こ れ に よ り 、 耐 荷 重 性 を 維持 す る 機 能 を 保 持 し つ つ 、 パネ ル 3 0の鋼板 の板厚 を で き る だ け薄 く す る こ と が可能 と な り 、 そ の軽量化 お よ び コ ス ト ダ ウ ン を達成 す る こ と も 可能で あ る 。 例 え ば、 板厚 2 . 3 tよ り 薄 い 、 例 え ば 1 . 6 tと す る こ と が可能 と な り 、 大幅 な コ ス ト ダ ゥ ン が可能 と な る 。  This makes it possible to reduce the thickness of the steel plate of panel 30 as much as possible while maintaining the function of maintaining the load resistance. It is also possible to achieve that weight reduction and cost down. For example, the thickness can be made thinner than 2.3 t, for example, 1.6 t, and a significant cost reduction can be achieved.
一方、 壁際処理す る 場合 、 第 5 図 に 示 す よ う に 、 連 結用 脚部 24でな く 連結用 小突起 26の方が ボ ー ダ一パ ネ ル 5 0側 に位置 す る こ と が あ る 。 こ の場合 は 、 、。 ネ ノレ 3 0 を 支 持部 1 4と ボ ー ダ ー パ ネ ル 5 0と に 架 橋 す る こ と に よ っ て 、 壁際の残余空間 を埋 め る こ と が可能 と な る 。 し 力、 し 、 図示 の よ う に 連結用 小突起 2 6の方 は 高 さ が低 い た め 、 パ ネ ル 3 0の裏面略 中 央 を支持で き ず、 強度不 足 と な る 。 On the other hand, in the case of wall-side treatment, as shown in FIG. 5, the connecting small protrusion 26 is located on the border panel 50 side instead of the connecting leg 24. There is. in this case , ,. The bridge 30 can be bridged between the support section 14 and the border panel 50, so that the remaining space beside the wall can be filled. As shown in the figure, since the connecting small projections 26 are lower in height as shown in the figure, they cannot support substantially the center of the rear surface of the panel 30, resulting in insufficient strength.
こ の よ う な 状態 を防 ぐ た め に 、 連結用 脚部 2 4や支持 部 1 4と 同 じ高 さ と な る よ う に 、 同 じ部材 の第 3 の 支持 部 4 5を連結用 小突起 2 6に 差 し 込 んで、 連結用 脚部 2 4と 同 じ状態 に な る よ う に 形成 し て も よ い。 こ れ に よ り 、 床パ ネ ル の連結 と 同 じ よ う に 、 上下方向 の差 し 込み作 業 で容易 に ボー グの施工 がで き る 。  In order to prevent such a state, the third supporting portion 45 of the same member is connected to the connecting member 24 so as to have the same height as the connecting leg portion 24 and the supporting portion 14. It may be formed so as to be inserted into the small projection 26 and be in the same state as the connecting leg 24. As a result, as in the case of connecting the floor panels, the bog can be easily constructed by the vertical insertion work.
な お 、 本発明 は上述 の 各実施例 の構成 に 限定 さ れ る も の で は な く 、 発明 の要 旨 の 範囲 内 で種 々 の変形 が可 能 で あ る 。 例 え ば、 脚部群を 構成す る 支持脚部 の数 や 形状 に つ い て は 、 上述 し 図示 し た よ う な 構成 に 限定 さ れず、 様 々 な数お よ び形状を 設定 し て よ い。  The present invention is not limited to the configuration of each of the above-described embodiments, and various modifications are possible within the scope of the invention. For example, the number and shape of the supporting legs constituting the leg group are not limited to the above-described and illustrated configurations, and various numbers and shapes may be set. Good.
ま た 、 そ れぞれの脚部 の 内 部構造 に つ い て は 、 中 実 構造 と す る こ と も 可能で あ り 、 ま た すベて の脚部 を 中 空構造 と し て 内部 に リ ブ を設 け て 強度補強 を 図 り 、 軽 量化す る こ と も 可能で あ る 。  In addition, the internal structure of each leg can be a solid structure, and all the legs are formed as hollow structures. It is also possible to reduce the weight by installing a rib at the end to reinforce the strength.
以上説明 し た よ う に 、 こ れ ら の実施例 に よ れ ば、 床 パ ネ ルの 敷設施工 に 際 し て簡単 な 構成で連結作業 の 容 易 な 床パ ネ ルを達成す る こ と がで き る 。 ま た 、 連結状 態 の安定化 も 確保 す る こ と が で き る と と も に 、 着脱 も 容易 であ り 、 一旦床面上 に設置 し た 状態 で さ え も 、 そ の 簡単な 動作 に よ る 着脱が可能であ る 。 ま た 、 パ ネ ル を 支持す る 脚部間 に連結の た め の部材 が突 出 す る こ と も な い の で 、 連 結 接続部 分 が 目 立 つ こ と が な い 。 ま た 、 二重床 と し て 利用 し た場合 に は 、 脚部間で も 配線 空間 を有効 に確保す る こ と がで き る 。 As described above, according to these embodiments, when laying a floor panel, it is possible to achieve a floor panel that can be easily connected with a simple configuration. I can do it. In addition, stabilization of the connection state can be ensured, and attachment and detachment is easy, and even if it is once installed on the floor surface, its simple operation can be achieved. Can be attached and detached. Also, the panel Since the connecting member does not protrude between the legs supporting the arm, the connecting portion is not conspicuous. When used as a double floor, wiring space can be effectively secured between the legs.
第 6A図 お よ び第 6B図 は 、 前述 し た 第 1A図〜第 2B図 に 示 さ れた パ ネ ルの 説明 に 有用 な 図 で あ り 、 第 6 A図 は そ の正面を 、 ま た 第 6 B図 は側面 を 示す。 パ ネ ル 30は 、 所 定の 厚 さ を有 す る 鋼板 に よ り 平板状 に構成 さ れ 、 第 6A 図 に 示 し た よ う に 、 略正方形 に形成 さ れ 、 そ の 下面 の 各隅部 36の領域位置 に は 、 下方 に 突 出 す る 突起部 32が そ れ ぞれ設 け ら れて い る 。 突起部 32は、 第 6B図 に示 し た よ う に 、 そ の 突 出 側外側面 32が略半球面形状 を有 す る よ う に形成 さ れて い る 。  FIGS. 6A and 6B are useful for explaining the panels shown in FIGS. 1A and 2B described above, and FIG. 6A is a front view of the panels. Figure 6B shows the side view. The panel 30 is made of a steel plate having a predetermined thickness and is formed in a flat plate shape. As shown in FIG. 6A, the panel 30 is formed in a substantially square shape, and each corner of the lower surface thereof is formed. Projections 32 projecting downward are provided at the area positions of the parts 36, respectively. As shown in FIG. 6B, the protruding portion 32 is formed such that its protruding outer surface 32 has a substantially hemispherical shape.
ま た 、 第 6 A図 お よ び第 6B図 に 示 し た よ う に 、 パ ネ ル 30は 、 鋼板製 の場合 、 そ の 剛性 を確保すべ く 、 各辺 の 所定位置 に て 下方 に 向 か っ て 所定高 さ h を な す よ う に 折曲形成 さ れた屈 曲部であ る 側壁部 34を 各辺 に そ れぞ れ有 して い る 。 側壁部 34は、 ノ、。 ネ ル 30の 4 隅 36か ら 容 易 に 着脱 さ れ る よ う に所定距離 だ け離間 し た位置 に 設 け ら れ、 さ ら に そ の両端 に は 、 前述 し た 主脚部 14の切 欠 き 溝部 14b 内 に差 し込 ま れ る 差込み壁部 38を 有 し て い る 。 差込壁部 38の 高 さ は、 切 欠 き 溝部 14b 力、 ら の 着 脱 が容易 な 高 さ であ れば よ く 、 側壁部 34よ り も 若干短 い程度か ら 、 例 え ば図示 の よ う に 側壁部 34の略半分 の 高 さ ま での範囲 が好 ま し い。 Further, as shown in FIGS. 6A and 6B, when the panel 30 is made of a steel plate, the panel 30 faces downward at a predetermined position on each side so as to secure its rigidity. Thus, the side walls 34, which are bent portions formed to have a predetermined height h, are provided on each side. The side wall part 34 is no. It is installed at a position separated by a predetermined distance so that it can be easily attached to and detached from the four corners 36 of the cell 30, and both ends of the main leg 14 described above are attached to both ends. It has an insertion wall portion 38 that is inserted into the cutout groove portion 14b. The height of the insertion wall portion 38 may be a height at which the notch groove portion 14b can easily be attached and detached, and may be slightly shorter than the side wall portion 34. Almost half of the side wall part 34 A range up to height is preferred.
な お 、 主脚部 14の 溝部 14b へ の着脱を 容易 に す る た め に 、 そ の 係 合力 を適切 に調整 し て い る の が、 側壁部 34を 所定量、 階段状 に切 り 欠 い て 形成 し た 差込壁部 38 であ る 。 し 力、 し本発 明 は 、 こ の 具体的な 構造 に 限定 さ れ る も の で は な い。 差込壁部 38の 高 さ お よ びノ ま た は 面積 を 変 え る こ と に よ り 、 係 合力 を調整 で き 任意 で あ In order to facilitate attachment and detachment of the main leg 14 to and from the groove 14b, the engagement force is appropriately adjusted because the side wall 34 is notched in a predetermined amount in a stepped manner. The insertion wall portion 38 thus formed. The present invention is not limited to this specific structure. The engaging force can be adjusted by changing the height and the area or the area of the insertion wall part 38, and it is optional.
Ό o Ό o
次 に 、 主脚部 14と パネ ル 30と の嵌 合構造 に 関 し 、 緩 衝 シ ー ト 40の構成、 な ら び に 緩衝 シ ー ト 40、 床パ ネ ル 10、 主脚部 14お よ びパネ ル 30の 各 々 の位置 関係 に つ い て 、 第 7 図 を参照 し て以下 に 説明 す る 。 第 7 図 は 、 床 パ ネ ノレ 10の 上 に 1 枚 の パ ネ ル 30を 載 置 す る 状態 を 示 し 、 要部 を分解 し て 拡大 し た 分解斜視図 で あ る 。 緩衝 シ 一 ト 40は 、 図示 の よ う に 、 パ ネ ノレ 30と 床 ノ、。 ネ ル 10の 主脚部 14と の 間 に 介在す る 緩衝部材であ る 。 こ れ は 有 利 に は 、 ク ッ シ ョ ン 性 の あ る 弾 性 部 材 に よ り 構 成 さ れ、 例 え ば、 可撓性の 合成樹脂 、 発泡体、 ゴ ム 、 不織 布等 の平坦な 材料を 、 例 え ば 0. 5 mn!〜 2. 5flim 程度 の 厚 さ の シ ー ト 状 に形成 し た も の が用 い ら れ る 。  Next, regarding the fitting structure of the main leg portion 14 and the panel 30, the configuration of the shock absorbing sheet 40, and the buffer sheet 40, the floor panel 10, the main leg portion 14 and the main leg portion 14 will be described. The positional relationship of each of the panels 30 and 30 will be described below with reference to FIG. FIG. 7 is an exploded perspective view showing a state in which one panel 30 is placed on the floor panel 10, and is an enlarged exploded view in which main parts are disassembled. As shown, the buffer sheet 40 includes a panel 30 and a floor. It is a cushioning member interposed between the main leg portion 14 of the cell 10 and the main leg portion 14. It is advantageously made of cushioning-like elastic material, for example, flexible synthetic resin, foam, rubber, non-woven fabric, etc. Flat material, for example, 0.5 mn! A sheet formed with a thickness of about 2.5 flim is used.
図示 の 実施例で は 、 緩衝 シ ー ト 40は 、 そ の外形 を主 脚部 14の 支持面 14a の形状 に 合わせ て略 8 角 形 に 形成 し 、 支持面 14a 上 に 緩衝 シ ー ト 40を載置 し た 際 に 切 欠 き 溝部 14b と 対応 す る 位 置 に 、 切込 み部 41が設 け ら れ て い る 。 緩衝 シ ー 卜 40は 、 主脚部 14の支持面 14a 上 に 貫通孔 14c を 塞 ぐ よ う に し て 重畳的 に載置 さ れ、 両面 接着 テ ー プ等 (図示 せず) の両面接着部材 に よ り 支持 面 14a に 固着 さ れ る 。 In the illustrated embodiment, the cushioning sheet 40 is formed in an approximately octagonal shape in accordance with the shape of the supporting surface 14a of the main leg portion 14, and the cushioning sheet 40 is formed on the supporting surface 14a. A notch 41 is provided at the position corresponding to the notch groove 14b when placed. ing . The buffer sheet 40 is placed on the support surface 14a of the main leg portion 14 in an overlapping manner so as to cover the through hole 14c, and is bonded on both sides with a double-sided adhesive tape or the like (not shown). It is fixed to the support surface 14a by a member.
パ ネ ノレ 30は 、 前述 し た よ う に 、 間 に緩銜 シ 一 卜 30を 介 し て 4 つ の主脚部 14お よ び 1 つ の 補助脚部 16の上面 に載 置 さ れ る 。 そ の 際、 パ ネ ノレ 30の 隅部 36は 、 主脚部 14の 支 持 面 14a の 略 4 分 の 1 を 占 め る 部 分 に 載 置 さ れ、 各パ ネ ル 30の 隅部が相互 に 接触 し な い よ う に 所 定 の微 小間隔 を 開 け て 敷設 さ れ る 。  As described above, the panel 30 is placed on the upper surfaces of the four main legs 14 and the one auxiliary leg 16 via the loose mouth sheet 30 therebetween. . At this time, the corner 36 of the panel 30 is placed on a portion that occupies approximately one-fourth of the support surface 14a of the main leg 14, and the corner of each panel 30 is They are laid at predetermined small intervals so that they do not come into contact with each other.
パ ネ ル 30の 突起部 32は 、 緩衝 シ ー 卜 40の上面 か ら 支 持面 14a の貫通孔 14c 内 に 投入す る 。 こ れ に よ り 、 パ ネ ル 30は 、 床パネ ル 10上の係 合状態 に起因す る がた つ き を生ず る こ と な く 、 載置 さ れ る 。 ま た 、 そ の 際 に 、 パネ ル 30の差込み壁部 38は 、 切込み部 41を通 し て切欠 き 溝部 14 b 内 に差 し込 ま れ、 パ ネ ル 30を床パ ネ ル 10上 に確実 に係止す る こ と がで き る 。  The projection 32 of the panel 30 is inserted from the upper surface of the buffer sheet 40 into the through hole 14c of the support surface 14a. As a result, the panel 30 is placed without causing rattling due to the engagement state on the floor panel 10. At that time, the insertion wall 38 of the panel 30 is inserted into the notch groove 14 b through the cutout 41, and the panel 30 is placed on the floor panel 10. It can be securely locked.
こ こ で 、 パネ ル 30の 隅部 36の領域 に は 、 隅部 よ り 所 定長 さ に わ た っ て壁部 を形成 し て い な い平板部分 が形 成 さ れ、 主脚部 14の 支持面 14a 上に 緩衝 シ ー ト 40を 介 し て 重畳的 に 載置 さ れ る 。 こ の よ う な 隅部 36の平板部 分 を 設 け た こ と に よ っ て 、 差込み壁部 38の 切込 み溝部 14b 内 への 食 い込み量 を抑制 す る こ と がで き る 。  Here, in the area of the corner 36 of the panel 30, a flat plate portion that does not form a wall from the corner to a predetermined length is formed, and the main leg 14 is formed. It is placed on the support surface 14a of the battery in a superimposed manner via the buffer sheet 40. By providing such a flat portion of the corner portion 36, the amount of biting into the cut groove portion 14b of the insertion wall portion 38 can be suppressed. .
こ れ に よ り 、 パ ネ ル 30を床パ ネ ノレ 10上 に載置 し た 後 に 再 び取 り 外 す 作 業 を 容 易 に す る こ と が で き 、 例 え ば、 所定 の パ ネ ル着脱治具 を用 い て パ ネ ル 30を 持 ち 上 げ、 床パ ネ ル 10か ら 取 り 外す こ と がで き る 。 As a result, after the panel 30 is placed on the floor panel 10 The panel can be easily removed again, for example, by lifting the panel 30 using a predetermined panel mounting / dismounting jig and lifting the floor panel. It can be removed from the socket 10.
次 に 、 床パ ネ ル 10の主脚部 14と パ ネ ル 30と の 係 合状 態 に つ い て 第 8A図 、 第 8B図 お よ び第 8C図 を参照 し て 、 以下 に詳細 に説明 す る 。 第 8A図 、 第 8B図 お よ び第 8C図 は 、 第 7 図 に お い て パ ネ ル を 設 置 し た 場 合 の 線 V I I I -VI I I に お け る 断面図 であ る 。 ま ず最初 に 、 建物 の 基 礎 床 面 に 不 陸 が生 じ て い な い 平 ら な 状 態 に お い て 、 緩衝 シ ー ト 40を 介在 さ せ た 主脚部 14と パ ネ ル 30と の 係 合関係の場合 を 、 第 8A図 を参照 し て 説明 す る 。  Next, the engagement between the main leg 14 of the floor panel 10 and the panel 30 will be described in detail with reference to FIGS. 8A, 8B and 8C. explain . 8A, 8B, and 8C are cross-sectional views taken along line VIII-VIII when the panel is installed in FIG. First, the main landing gear 14 and the panel 30 with the buffer sheet 40 interposed in a flat condition where the foundation floor of the building has no unevenness on the floor. The case of the relationship with is described with reference to FIG. 8A.
第 8A図 に 示 し た よ う に 、 パ ネ ノレ 30の 突起部 32は 、 主 脚部 14の貫通孔 14c の上方 よ り そ の 内部 に投入す る 。 そ の 際、 貫通孔 14c の 内 側面 の 支持面 14a 側 に は係止 部 と し て の テ ーパ部 15が形成 さ れて い る こ と 力ヽ ら 、 突 起部 32の 貫通孔 14c 内 への投入 を容易 に 行な う こ と が で き る 。  As shown in FIG. 8A, the projection 32 of the panel 30 is inserted into the main leg 14 from above the through hole 14c. At this time, since the taper portion 15 as a locking portion is formed on the support surface 14a side of the inner side surface of the through hole 14c, the through hole 14c of the projection 32 is formed. It can be easily inserted into the building.
ま た 、 貫 通 孔 14 c の 下 方 は 開 放 さ れ て い る こ と か ら 、 そ の 内部 に 投入 し た 突起部 32は 、 底突 き す る こ と な く 貫通 孔 Mc の テ ー パ 部 15の み に よ っ て 支 承 さ れ る 。 し た が っ て 、 突起部 32は 、 貫通孔 14c に 確実 に 係 止 さ れ、 例 え ば荷重 が加 わ る 等 に よ つ て パネ ル 30がー 時的 に湾 曲 し た 場合等 に も 、 突起部 32を 貫通孔 14c 上 に確実に 支承す る こ と が で き る 。 さ ら に 、 突起部 32に は 、 緩衝 シ ー ト 40に よ っ て 包 み 込 ま れ る よ う に 保持 さ れ る こ と か ら 、 緩衝 シ ー 卜 40自 体 の 弾性力 に よ っ て上下方向 の良好 な 緩衝作用 を具備 す る こ と と な る 。 ま た 、 緩衝 シ ー ト 40は 、 突起部 32の 外 側 面 32 a と テ ー パ部 15と の 間 に 挟 持 さ れ る こ と か ら 、 緩衝 シ ー ト 40の 切断等の破損か ら 保護す る こ と が で き る 。 Further, since the lower part of the through hole 14c is open, the projection 32 inserted into the inside of the through hole 14c does not protrude from the bottom, so that the protrusion of the through hole Mc does not protrude. It is supported only by paper part 15. Accordingly, the projection 32 is securely fixed to the through-hole 14c, for example, when the panel 30 bends temporally due to a load or the like. Also, the projection 32 can be securely supported on the through hole 14c. Further, since the projection 32 is held so as to be wrapped by the buffer sheet 40, it depends on the elastic force of the buffer sheet 40 itself. As a result, a good buffering action in the vertical direction is provided. Further, since the buffer sheet 40 is sandwiched between the outer surface 32a of the projection 32 and the taper portion 15, it is possible to prevent damage such as cutting of the buffer sheet 40. Can be protected.
こ こ で、 第 8A図 に 示す よ う に 、 パ ネ ル 30の 差込み壁 部 38は 、 緩衝 シ ー ト 40の 切込 み部 41を通 し て 切 欠 き 溝 部 14b 内 に差 し込 ま れ、 切込 み部 41は 下方 に 湾 曲 し て そ の 先端部 41a は差込み壁部 38と 常 に 接触す る こ と と と な る 。 し た が っ て 、 例 え ばパ ネ ル 30上 を歩行 す る な ど に よ っ て パ ネ ル 30よ り 発生す る 歩行音 の響 き 等 、 と く に 人の 聴覚 に 不快を与 え やすい高周 波音 を 抑制す る こ と がで き る 。  Here, as shown in FIG. 8A, the insertion wall portion 38 of the panel 30 is inserted into the cutout groove portion 14b through the cutout portion 41 of the buffer sheet 40. In addition, the notch portion 41 is bent downward, and the tip portion 41 a thereof is always in contact with the insertion wall portion 38. Therefore, for example, the walking sound generated from the panel 30 due to walking on the panel 30 causes discomfort, particularly to human hearing. This makes it possible to suppress high-frequency sounds that can be easily detected.
次 に 、 基礎床面 に不陸が存在す る 場合 に お け る 主脚 部 14と パ ネ ル 30と の係合関係 に つ い て 、 第 8 B図 お よ び 第 8C図 を参照 し て説明 す る 。 第 8B図 に示 す よ う に 、 床 パ ネ ル 10が基礎床面 の不陸 に 追従 し て主脚部 14の 位置 が偏 位す る と 、 パネ ル 30の突起部 32と 主脚部 14の貫通 孔 14 c と が係 合 せ ず 、 互 い がず れ た 位 置 に 配 置 さ れ る 。 こ の ずれ量が少 な い場合 、 突起部 32の 外側 面 32 a は 、 テ ー パ部 15と の 間 に 存す る 緩衝 シ ー ト 40に 食 い 込 む こ と と な り 、 突起部 32を主脚部 14と 確 実 に係止す る こ と 力く で き 、 同 時 に パ ネ ル 30の 床 パ ネ ノレ 10に 対 す る ク ッ シ ョ ン性 も 得 る こ と がで き る 。 Next, with reference to FIGS. 8B and 8C, the engagement relationship between the main landing gear 14 and the panel 30 when there is unevenness on the foundation floor surface. It is explained. As shown in FIG. 8B, when the floor panel 10 follows the unevenness of the foundation floor and the position of the main leg 14 is deviated, the projection 32 of the panel 30 and the main leg are displaced. The fourteen through-holes 14c are not engaged with each other, and are arranged at positions shifted from each other. If the amount of displacement is small, the outer surface 32a of the projection 32 will bite into the buffer sheet 40 existing between the tapered portion 15 and the projection 32. Securely lock 32 to main leg 14 This is powerful, and at the same time, the cushioning of the panel 30 to the floor panel 10 can be obtained.
同 図 に お い て 符号 F で示 し た よ う に 、 パ ネ ル 30と 支 持 面 14 a と の 間 に は 緩 衝 シ 一 ト 40が 介 在 す る こ と 力、 ら 、 両者の 直接 の 当 接 を 防止す る こ と がで き 、 パ ネ ル 30の ク ッ シ ョ ン性 を保つ こ と がで き る 。  As indicated by the symbol F in the same figure, the force of the buffer sheet 40 between the panel 30 and the support surface 14a, as well as the force of the two, are shown. Direct contact can be prevented, and the cushioning of the panel 30 can be maintained.
—方、 第 8C図 は 、 基礎床面 の 不陸 に よ り 、 パ ネ ル 30 が主脚部 14の 支持面 14 a か ら 若干上方 に 浮 い た場合 に お け る パ ネ ル設置 状態 を 示 し て い る 。 こ の場合 、 図示 の よ う に 、 緩衝 シ ー ト 40の 貫通孔 14c 内 に 没 し て い る 部分 32a は、 そ の弾力性すな わ ち ク ッ シ ョ ン性 に よ り パ ネ ル 30の突起部 32と 接触 し 、 こ れ を保持 し た状態 と な っ て い る 。 し た が っ て 、 基礎床面 の不 陸 に起因 し た ノ、。 ネ ル 30の が た つ き を 防 止 す る こ と が で き る 。 そ し て 、 図示 の如 く パ ネ ル 30の差込み壁部 38や側壁部 34に 緩衝 シ ー ト 40の切込 み部 41の 先端部 41a が接す る こ と と 相 ま っ て 、 歩行時 に よ り 生ず る 歩 行音 が相乗的 に低 減 さ れ る 。  Figure 8C shows the panel installation state when the panel 30 floats slightly above the support surface 14a of the main landing gear 14 due to unevenness of the foundation floor. Is shown. In this case, as shown in the figure, the portion 32a submerged in the through hole 14c of the buffer sheet 40 has a panel due to its elasticity, that is, the cushioning property. It comes into contact with the projection 32 of 30 and holds it. Therefore, the result of the unevenness of the foundation floor surface. It is possible to prevent rattling of the cell 30. Then, as shown in the figure, when the distal end portion 41a of the cutout portion 41 of the buffer sheet 40 comes into contact with the insertion wall portion 38 and the side wall portion 34 of the panel 30, walking is performed. The pedestrian noise generated by time is synergistically reduced.
ま た 、 例え ば、 床パネ ル 10が基礎床面 の 大 き な 不陸 に よ っ て 突起部 32が貫通孔 14c に て 係止 さ れず に支持 面 14a 上 に あ る 場合 に も 、 切欠 き 溝部 14b 内 に差込 み 壁部 38が差 し込 ま れ る こ と に よ っ て 、 パ ネ ル 30を確実 に 係止す る こ と がで き 、 ま た 、 そ の 間 に 緩衝 シ ー ト 40 が介 在 す る こ と か ら ク ッ シ ョ ン 性 を 保 つ こ と が で き る 。 Also, for example, when the floor panel 10 is on the support surface 14a without being locked by the through hole 14c due to the large unevenness of the foundation floor, the notch is notched. By inserting the insertion wall portion 38 into the groove 14b, the panel 30 can be securely locked, and a cushion is provided between the panel 30 and the wall portion 38. Since the sheet 40 is interposed, cushioning can be maintained. .
以上の こ と か ら 、 本実施例 に お け る 二重床パ ネ ル構 造 に よ れ ば、 床パネ ル 10が基礎床面 の不陸 に追従 し て 吸収 し た場合 に も 、 そ の上面上 に載置 さ れ る パ ネ ル 30 を 床パ ネ ル 10上 に確実 に 位置決め 固定す る こ と がで き る 。 ま た パネ ル 30は 、 床ノ、。ネ ノレ 10上 に お い て が た つ く こ と な く 確実 に 係止 し た 状態 に 設置 す る こ と が で き 、 パ ネ ル 30上の歩行等 の際 に パ ネ ル 30よ り 生ず る 反響音 も 確実 に 抑制す る こ と がで き る 。  From the above, according to the double-floor panel structure of the present embodiment, even if the floor panel 10 absorbs and follows the unevenness of the foundation floor surface, it will not be possible. The panel 30 placed on the upper surface of the floor panel 10 can be reliably positioned and fixed on the floor panel 10. Panel 30 is the floor. It can be installed in a state where it is securely locked without rattling on the nap, and when walking on the panel 30, etc. The generated reverberation can also be reliably suppressed.
ま た 、 パ ネ ル 30の 突起部 32の構造 は 、 図示 の 実施例 の も の の み に 限定 さ れ る こ と な く 、 本発明 の要 旨 内 に て種 々 の変更 が可能であ り 、 鋼板製 の 場合、 打 ち 抜 き プ レ ス加工等 に よ り 爪状 ま た 舌状の 突起等 を形成 し て も よ い。 要は 、 パ ネ ル の 位置決め 固定 と 緩衝 シ 一 ト 40 に よ る 不 陸吸収性があ り 、 し か も 貫通孔 Uc と 係合 で き る も の であ れ ば よ い。  Further, the structure of the projections 32 of the panel 30 is not limited to those of the illustrated embodiment, and various changes can be made within the gist of the present invention. In the case of a steel plate, nail-like or tongue-like projections may be formed by punching and pressing. In short, it is only necessary that the positioning and fixing of the panel and the non-woven fabric due to the buffer sheet 40 be capable of engaging with the through hole Uc.
な お、 模式図 で あ る 第 9A図 お よ び第 9B図 に 示 す よ う に 、 上述 の実施例 に お け る 突起部 32と 、 突起部 32の一 部が投入 さ れ る 貫通穴 14c を設 けな い形式の も の (第 9A図 ) に つ い て も 、 切込み部 41の先端部 41a が差込 み 壁部 38と 常 に 接触す る よ う に す る こ と ( 第 9B図 ) に よ り 、 パ ネ ル 30か ら 発生す る 歩行音 の 響 き 等を低減す る 効果 が得 ら れ る 。 こ の場合、 第 9B図 に 示 す よ う に 、 主 脚部 14の 支持面 14a と パ ネ ル 30と は緩衝 シ ー ト 40を は さ ん で重畳的 に 接触す る た め 、 相互 に所定 の 間 隔 を 有 して 設置 さ れ た パ ネ ル 30の が た つ き も 抑制 す る こ と が で き る 。 As shown in FIGS. 9A and 9B, which are schematic diagrams, the protrusion 32 in the above-described embodiment and a through hole into which a part of the protrusion 32 is inserted. Even for the type without 14c (Fig. 9A), the tip 41a of the notch 41 should always be in contact with the insertion wall 38 (Fig. 9A). According to FIG. 9B), the effect of reducing the effect of the walking sound generated from the panel 30 can be obtained. In this case, as shown in FIG. 9B, the support surface 14a of the main leg 14 and the panel 30 are separated from the cushion sheet 40. Since the contacts are overlapped with each other, it is possible to suppress the rattling of the panels 30 provided at a predetermined interval from each other.
よ り 詳細 に は 、 第 9 A図 に示 す よ う に 、 支持部 10に 敷 設 さ れた パ ネ ル 30の 側面 に は 、 緩衝材 20の 先端部 を 少 な く と も 接触 さ せ る か、 あ る い は挟持 さ せ る よ う に 構 成 し 、 支持部 10の上面 に 形成 さ れた 溝部 16に 、 歩行音 を低 減 さ せ る 前述 の 緩衝部材 20を設 け る 。 そ し て 、 第 9 B図 に 示 す よ う に パ ネ ノレ 30を 敷 設 し た 場 合 に 、 そ の 4 隅 のパ ネ ル端部 38が支持部 14の 溝部 14b に嵌 っ て 、 緩衝部材 40の 先端 41a (第 7 図 で は切込 み 41の 部分) がパ ネ ル端部 38の側面 に 少 な く と も 接触 し 、 ま た は そ の端部の両側面 を保持 し 、 こ の状態で支持部上 に パ ネ ル 30が保持 さ れ る 。  More specifically, as shown in FIG. 9A, at least the tip of the cushioning material 20 is brought into contact with the side surface of the panel 30 laid on the support portion 10. Or, it is configured so as to be held or pinched, and the above-mentioned cushioning member 20 for reducing the walking sound is provided in the groove 16 formed on the upper surface of the support portion 10. Then, when the panel 30 is laid as shown in FIG. 9B, the panel ends 38 at the four corners are fitted into the grooves 14b of the support portion 14, and The tip 41a of the cushioning member 40 (the notch 41 in FIG. 7) contacts at least the side surface of the panel end portion 38, or holds both side surfaces of the end portion. In this state, the panel 30 is held on the support.
こ のパ ネ ル 30の保持 は 、 第 9 B図 に 示す よ う に 緩衝部 材 40の先端 41 a がパ ネ ル端部 38の両側面 内側 に 及ん で 挟持 さ れ る の で、 こ れ に よ り 歩行時の 歩 行音の 響 き 、 と く に 人 の耳 に 感 じ 易 い 高周 波成分 を抑制 で き る 。  As shown in FIG. 9B, the holding of the panel 30 is performed because the tip 41a of the cushioning member 40 extends across the inner sides of both sides of the panel end 38 as shown in FIG. 9B. As a result, it is possible to suppress the sound of the walking sound during walking, and particularly to suppress high frequency components that are easily perceived by human ears.
床 パ ネ ル 10を従来通 り 、 支持部上面 の 溝部 に 嵌め る だ け で緩衝材 40がパ ネ ル側面端部 に 接触 し 、 保持 さ れ る の で、 歩行音 の緩衝効果を得 る こ と が で き 、 ま た 、 緩衝材 40を支柱上面 の溝部 14b に嵌合 し て設 け る だ け で よ い の で、 施工が容易 であ る 。  Conventionally, the cushioning material 40 comes into contact with the side edge of the panel and is held by merely fitting the floor panel 10 into the groove on the upper surface of the support portion, so that the walking sound can be buffered. In this case, it is only necessary to fit the cushioning member 40 into the groove 14b on the upper surface of the column, so that the construction is easy.
* 行時 ま た は パ ネ ル上 面 に 荷重がか力、 つ た 時 、 パ ネ ルー端の 少 な く と も 1 つ の 端部が溝部 14 b に 嵌 る こ と に よ っ て 、 そ の溝部分を 、 緩衝部材 40を パ ネ ル 30の 端 部 に 少 な く と も 接触 さ せ る こ と に よ り 、 支持部上 に パ ネ ル 30を 保持で き 、 こ れ に よ り 、 床面 に 不陸が あ っ て も 確実 に パ ネ ル 30の がた つ き 音発生 を低減 で き る 。 * When a load is applied on the panel or at the top of the panel, By fitting at least one end of the loop end into the groove 14b, at least one of the groove and the cushioning member 40 is fitted to the end of the panel 30. The contact makes it possible to hold the panel 30 on the support part, and this ensures that the panel 30 is released even if there is unevenness on the floor surface. Sound generation can be reduced.
前 述 し た 第 7 図 、 第 8A図 、 第 8B図 、 第 8C図 、 第 9A図 お よ び第 9B図 の主脚部 14と パ ネ ル 30と の 係合 、 ま た は 嵌合構造 を示 し た 実施例 に 対 し 、 他 の変形実施例 を 図 10を 参照 し て 説明 す る 。 基礎床面上 に敷設 さ れ る 床 パ ネ ル 50の 支持部 54に 突起部 51を設 け 、 一方、 そ の床パ ネ ル 50上 に載置 さ れ る パ ネ ル 60に貫通孔 65を設 け た 例 を示 し て い る 。 こ の形態 は、 前述 し た 実施例 の 第 8A図 に示 す貫通孔 14c を上下逆 に設 け た場合 に 相 当 す る 例 であ り 、 同実施例 で同 じ機能 お よ び作用 効果を 得 る こ と が で き る 。  Engagement or engagement structure between the main leg portion 14 and the panel 30 shown in FIGS. 7, 8A, 8B, 8C, 9A and 9B described above. In contrast to the embodiment shown in FIG. 10, another modified embodiment will be described with reference to FIG. A projection 51 is provided on the support portion 54 of the floor panel 50 laid on the foundation floor surface, while a through hole 65 is provided on the panel 60 placed on the floor panel 50. An example in which is set is shown. This embodiment corresponds to a case where the through-hole 14c shown in FIG. 8A of the above-described embodiment is installed upside down, and has the same functions and effects in this embodiment. Can be obtained.
支 持部 54は、 図示 し た よ う に 、 そ の配 置位置 に よ つ て 大 き さ が異な り 、 そ の 内部 に は 、 所定位置 に 所定個 数の 突起部 51が突設 さ れて い る 。 こ の突起部 51の形状 は、 第 8A図 、 第 8B図 お よ び第 8C図 に 示 し た よ う に 、 第 3A図 に 示す実施例 に お け る 突起部 32を上下逆 さ ま に し た 形 状 に相 当 す る 。  As shown in the drawing, the support portion 54 has a different size depending on its disposition position, and has a predetermined number of protrusions 51 protruding at a predetermined position inside the support portion 54. ing . As shown in FIGS. 8A, 8B, and 8C, the shape of the projection 51 is such that the projection 32 in the embodiment shown in FIG. 3A is turned upside down. Corresponding to the shape.
パ ネ ル 60は 、 平板状 に形成 さ れた プ レ ー ト 部 61と 、 そ の 隅部領域 よ り 各 々 下方 に 形成 さ れた 4 本 の 脚部 62 と を 含む。 各脚部 62は、 所定高 さ を有す る 壁部 63と 、 壁部 6 3の 下端部位置 に よ り プ レ ー ト 部 6 1と 平行 に所定 幅 だ け互 い に 接近す る 方向 に 伸長す る 底面部 6 4を そ れ ぞれ具備 し て い る 。 各底面部 64は 、 そ の 下面側 に 支持 部 54に設 け ら れ た 突起部 5 1と 係 合可能な 貫通孔 6 5が各 々 2 つ 、 所定 の箇所 に 穿設 さ れて い る 。 こ の貫通孔 6 5 は底面部 64を貫通 し て い る 。 The panel 60 includes a plate portion 61 formed in a flat plate shape, and four legs 62 formed below each of the corner regions. Each leg 62 includes a wall 63 having a predetermined height, Bottom portions 64 extending in the direction approaching each other by a predetermined width in parallel with the plate portion 61 from the lower end portion of the wall portion 63 are provided. . Each bottom surface portion 64 has two through-holes 65 on its lower surface, which can be engaged with the projections 51 provided on the support portion 54, at predetermined positions. . This through hole 65 penetrates the bottom surface portion 64.
緩衝 シ ー ト 8 0は 、 支持部 54内 の 底部 5 3上 に 載置 し て 位置 決め可能 な 略矩形状 を な し た シ ー ト 状 に 形成 さ れ て い る 。 こ の 緩衝 シ ー ト 80は 、 支持部 54の底部 53に 単 に 置 く だ け で装着す る こ と がで き 、 前述 の 実施例 の よ う に 貼着す る 必要がな く 、 ま た パ ネ ル 3 0の差込 み壁部 3 8が通 る 切込 み部 4 1を設 け る 必要 も な い。  The buffer sheet 80 is formed in a substantially rectangular sheet shape that can be positioned and positioned on the bottom 53 in the support portion 54. The cushioning sheet 80 can be simply attached to the bottom portion 53 of the support portion 54, and does not need to be attached as in the above-described embodiment. It is not necessary to provide a cut-out part 41 through which the insertion wall part 38 of the panel 30 passes.
以 上述 べ た 実施 例 で は 、 パ ネ ル 3 0お よ び 6 0の 突 起 3 2、 ま た は支持部 54の 突起 5 1に よ り 、 パ ネ ル 3 0お よ び 6 0の 設置 に お け る 位置決 め 固定 を 簡単か つ正確 に 行 な う こ と がで き 、 二重床 の施工 を容易 に 行 な う こ と がで き る 。  In the embodiment described above, the projections 32 of the panels 30 and 60 or the projections 51 of the support portion 54 cause the panels 30 and 60 to have Positioning and fixing during installation can be performed easily and accurately, and double-floor construction can be performed easily.
な お 、 本実施例 の 床パ ネ ル構造 は 、 上述 の 各 実施例 の 構成 に 限定 さ れ る も の で は な く 、 本発 明 の 要 旨 の 範 囲 内 で種 々 の 変形 が可能で あ る 。 例 え ば、 上述 の貫通 孔 1 4 c は 、 貫通 し た 孔 と し て 設定 さ れて い る が 、 こ の 形態 に拘束 さ れ る も の で は な く 、 没入 し た 突起部 3 2に よ り 押 し込 ま れた 緩衝 シ ー 卜 40が接触 し な い位 置 に 底 部 を 設 け た 凹 穴形状 と し て形成 し て も よ い。 ま た 、 床パ ネ ノレ 10お よ び 50は 、 主 に難燃性 · 不燃性 の 樹脂で一体成形す る の が好 ま し く 、 1 枚 当 た り の 大 き さ は 、 好適 に は カ ー ぺ ッ ト サ イ ズ に基 づ い て 約 450 〜 600mni角 の大 き さ に設定 さ れ る 。 It should be noted that the floor panel structure of the present embodiment is not limited to the configuration of each of the above-described embodiments, but may be variously modified within the scope of the present invention. It is. For example, the above-described through hole 14 c is set as a penetrated hole, but it is not limited to this form, and the recessed projection 3 2 Alternatively, it may be formed as a concave hole shape having a bottom at a position where the buffer sheet 40 pushed in by the above does not contact. Further, it is preferable that the floor panels 10 and 50 are mainly formed of a flame-retardant or non-flammable resin, and the size per one sheet is preferably not larger. The size is set to about 450-600mni square based on the carpet size.
ま た 、 パ ネ ル 30お よ び 60は 、 床パ ネ ル 10を複数 に 分 割 し て 区 画 し た 略 正 方形 状 で 例 え ば約 100 〜 200mm 角 、 板厚 は約 1. 0 〜 2.5ram で形成 し た 薄板鋼板製 が好 ま し い。 こ れ に よ り 、 基礎床面の 不陸 に 追従 し かっ こ れを 吸収で き 、 軽量 であ り 、 し た が っ て 運搬、 敷設時 の 施工が容易 で、 し か も 耐荷重性 を満足 す る 二重床パ ネ ル構造 が提供 さ れ る 。  Each of the panels 30 and 60 has a substantially square shape obtained by dividing the floor panel 10 into a plurality of sections and is, for example, about 100 to 200 mm square, and has a thickness of about 1.0. It is preferable to use a thin steel plate formed with 2.5 ram. This makes it possible to follow the unevenness of the foundation floor and absorb it, and it is lightweight, and therefore easy to transport and lay, and at the same time, has a high load-bearing capacity. A satisfactory double floor panel structure is provided.
ま た 、 緩衝 シ 一 ト 40お よ び 80の素材 に つ い て は 、 上 述の 各実施例 の も の に拘束 さ れ る も の で は な く 、 例 え ば、 制振材、 吸音材を用 い て も よ く 、 基礎床面 の 不陸 に よ る パ ネ ノレ 30の がたつ き を 吸収 し 、 歩 行時 に パ ネ ル 30よ り 発生す る 反響音等 を低減す る こ と がで き る ク ッ シ ョ ン 性 の あ る 弾 性素 材 に よ り 構 成 さ れ て い れ ば よ い o  Further, the materials of the buffer sheets 40 and 80 are not limited to those of the above-described embodiments, but include, for example, damping materials and sound absorbing materials. It is possible to use timber to absorb the rattling of the panel 30 due to unevenness of the foundation floor, and reduce the reverberation generated from the panel 30 when walking. It only needs to be made of a cushioning elastic material that can do this o
以上説明 し た よ う に 、 本実施例 に 係 る 床パ ネ ル 10お よ び 50に よ れば、 パ ネ ル 30お よ び 60を確 実 に 支持固定 す る こ と がで き 、 位置ずれ を 防止す る こ と が で き る 。 ま た 、 基礎床面 の 不陸等 に影響 さ れ る こ と な く 、 パ ネ ノレ 30お よ び 60の が た つ き を 防止す る こ と がで き 、 かつ 歩 行 の 際 に パ ネ ル 30お よ び 60よ り 生ず る 反響音 を 抑制 す る こ と がで き る 。 As described above, according to the floor panels 10 and 50 according to the present embodiment, the panels 30 and 60 can be reliably supported and fixed. Position shift can be prevented. Also, it is possible to prevent rattling of the panels 30 and 60 without being affected by unevenness of the foundation floor, etc. Suppresses reverberation from cells 30 and 60 can do .
次 に 、 支脚部 14の細部構造 、 切断用 の 切 込み、 お よ びそ の 施工方法 に つ いて 説明 す る 。 第 11A 図 は 、 主脚 部 と し て の第 1 の 支持部 14の拡大斜視図 、 ま た 第 11B 図 は そ の 底面図 を示 す も の で あ る 。 主脚部 と し て の 第 1 の 支持部 14は 、 ス リ ツ ト 状 につ な が っ て 形成 さ れ た こ の 支持部 14の 分離位置 の ガ イ ド と な る 溝部 14b を 有 し 、 溝部 14 b に つ な が っ て 支持部 14の外側下方 お よ び 上 面 側 の 位 置 の 少 な く と も い ず れ か 1 つ に 切 込 み 部 14d が形成 さ れ、 こ の切込み部 14d に カ ツ タ 等 の切断 具 を 当 て て 、 上下方 向 の 力 の作用 に よ り 支持部 14を 分 離可能 と し て い る 。 支持部 14は 、 4 角 に 4 つ の 中空 ブ ロ ッ ク 14— 1、 14-2、 14— 3お よ び 14-4を も っ て 構 成 さ れ、 そ れ ぞれ の ブ ロ ッ ク は 、 上面 14 a 、 外側側面 15お よ び 内 側 の 内壁 13が所定 の厚 さ t を 有す る 筒状 に 形成 さ れ て い る た め 、 支持部 14が 2 つ ま た は 4 つ に 分離 さ れて も 、 そ れぞれ強 い強度を有 し て い る 。  Next, the detailed structure of the support leg portion 14, the notch for cutting, and the method of construction will be described. FIG. 11A is an enlarged perspective view of the first support portion 14 as a main leg portion, and FIG. 11B is a bottom view of the first support portion 14. The first support portion 14 as a main leg portion has a groove portion 14b formed as a slit and serving as a guide for a separation position of the support portion 14. A notch 14d is formed in at least one of at least one of the lower portion and the upper portion of the outer side of the support portion 14 by being connected to the groove portion 14b. A cutting tool such as a cutter is applied to the cutout 14d so that the support 14 can be separated by the action of an upward and downward force. The support portion 14 is configured with four hollow blocks 14-1, 14-2, 14-3, and 14-4 at four corners, and each block is provided with four hollow blocks 14-1, 14-2, 14-3, and 14-4. The upper surface 14 a, the outer side surface 15, and the inner inner wall 13 are formed in a cylindrical shape having a predetermined thickness t, so that two or four support portions 14 are provided. Even when they are separated from each other, they each have strong strength.
図示 の も の は 、 切込み部 14d を支持部 14の 外側下方 の結合部 17と 上面側 14a の 位置 に 設 け た 形態で あ る 。 し 力、 し 、 外側 の み、 内側 の み の 位置 に設 け て も よ く 、 ま た 、 こ れ の 特 定 の 形 態 の み に 限 定 さ れ ず 、 こ れ 以 外、 単独 に 、 ま た は 複数 の組 合せ も 可能 で あ る 。  In the illustrated embodiment, the cut portion 14d is provided at a position between the lower connecting portion 17 outside the support portion 14 and the upper surface side 14a. It may be located only in the outer, inner, or inner positions, and is not limited to these particular forms, but may be used separately, Or multiple combinations are possible.
一方、 第 12A 図 お よ び第 12B 図 は 、 前述 し た 第 11A 図 お よ び第 11B 図 に 示す も の に対 し て 、 上記 の 4 つ の ブ ロ ッ ク 14- 1、 14-2、 14-3お よ び 14-4を模式的 に斜線 ハ ッ チ ン グで示 し て い る 。 第 12 A 図 お よ び第 12 B 図 の そ れ ぞれ に お い て 、 上側 の 図 は平面 図 で あ り 、 下側 の 図 は 側面 図で あ る 。 こ の第 1 の支持部 14に は 、 前述 し たパ ネ ル 30の側壁部 34ま た は差込 み壁部 38が嵌 る 溝部 14b と 、 支持部 14の切断 に よ り 分離可能 と す る 切込 み 部 14d と が設 け ら れ て い る 。 切 込 み部 14d は 、 溝 部 14 の 位 置 を 基 準 に 、 第 12A 図 で は 支 持部 14の 外 側 に 、 ま た 第 12 B 図 で は支持部 14の 内 側 に 、 そ れ ぞれ設 け ら れて い る 。 On the other hand, FIGS. 12A and 12B are the same as those shown in FIGS. 11A and 11B described above. Blocks 14-1, 14-2, 14-3, and 14-4 are schematically indicated by diagonal hatching. In each of FIGS. 12A and 12B, the upper diagram is a plan view and the lower diagram is a side view. The first support portion 14 can be separated by cutting the support portion 14 from the above-described groove portion 14b in which the side wall portion 34 or the insertion wall portion 38 of the panel 30 fits. A notch 14d is provided. The cutouts 14d are formed on the outside of the support 14 in FIG. 12A and on the inside of the support 14 in FIG. 12B based on the position of the groove 14. Each is set up.
こ う し て 、 支 持 部 14の 下 方 外 側 ( 結 合 部 17) 、 内 側 、 お よ び上 面 側 14 a の う ち の 少 な く と も い ず れ か 1 つ に複数の切込 み部 14d を設 け た こ と に よ り 、 例 え ば、 カ ツ タ ゃ ナ タ 等 の切断具 を そ の切込み部 14d に 当 て て上下方 向 に 切 り 込 む力 の 作用 に よ っ て の み、 簡単 に切除で き 、 例 え ば配線器具等 の収納空間 を 簡単 に 形 成で き る 。  In this way, at least one of at least one of the lower outer side (joining part 17), the inner side, and the upper side 14a of the support part 14 is provided. By providing the cutouts 14d, for example, the action of a force for cutting a cutting tool such as a cutter or a nut into the cutouts 14d in an upward and downward direction. Therefore, it is possible to easily cut off only, for example, it is possible to easily form a storage space for wiring equipment and the like.
な お 、 図 示 の 支 持 部 上 面 14a の 中 央 に あ る 丸 穴 19 は、 例 え ば配線器具等 の 収納空間 を 形成す る 場合 に 、 支持部 14の上面 を 1/4 の 面積 で カ ツ 卜 す る 必要 があ る と き 、 カ ツ ト に よ る 切込 みが他の 3/4 の 面積 の 部分 に 及ぶ の を 防止す る た め に 形成 し て あ る 。  The round hole 19 in the center of the upper surface 14a of the support portion shown in the figure has an area of 1/4 that of the upper surface of the support portion 14 when forming a storage space for wiring equipment and the like. It is formed to prevent the cut by the cut from reaching the other 3/4 area when it is necessary to cut it.
例 え ば 、 支 持 部 14の 幅 よ り 長 い 幅 の 刃 物 を 用 い れ ば、 下方外側 、 内側 お よ び上面側 の 少な く と も いず れ か 1 つ の 切込み部 14d に こ れ を 当 て て 、 上下方 向 に 切 除 ま た は 打 ち 抜 く 力 の作 用 に よ っ て 、 簡単 に 支持部 14 を単独 に 、 ま た は複数 同 時 に 切 除 で き 、 施工が容易 で あ O 0 For example, if a blade with a width longer than the width of the support part 14 is used, at least all of the lower, inner, and upper surfaces One of the notches 14d is applied to the support portion 14d, and the support portion 14 can be easily cut alone or plurally by cutting upward or downward to apply a punching force. can in the resection at the same time, easy construction is Oh O 0
次 に 、 第 13A 図 〜第 13D 図 を参照 し て 、 支持部 14お よ び 24と 、 結合部 26と 、 第 1 お よ び第 2 の連結部 18お よ び 22と 、 切断可能 と す る 前記 ス リ ツ 卜 状 に 繋 が っ て 形 成 さ れ た 切 込 み 14 d と を 含 む 床 パ ネ ル 10の 支 柱 部 カ ツ ト に お け る ュ ニ ッ ト 式 組 合 せ 施 工 方 法 を 述 べ る 。  Next, referring to FIGS. 13A to 13D, the supporting portions 14 and 24, the connecting portion 26, and the first and second connecting portions 18 and 22 can be cut off. A unit-type combination in a pillar cut of a floor panel 10 including a notch 14 d formed by being connected in the form of a slit. The construction method is described.
ま ず、 第 1 の 施工 ス テ ッ プ で は 、 床パ ネ ル 10を切 込 み 14d に よ り 第 13A 図 〜 第 13D 図 に 太 い 実 線 101 、 103 お よ び 105 で示 す よ う に 所定の規則 に従 っ て切 除 し 、 所定 の大 き さ に 分割 さ れ た 複数 の分割ュニ ッ 卜 体 al〜 a4、 b卜 b4、 c卜 c4お よ び d卜 d3を 形成す る 。 例 え ば第 13A 図 に 示 す よ う に 、 ュニ ッ ト 体 al、 a2、 a3お よ び a 4に 分 割 し 、 第 13 B 図 に 示 す よ う に ュ ニ ッ ト 体 b 1、 b 2、 b 3お よ び b 4に 分割 し 、 第 13 C 図 に示 す よ う に ュ ニ ッ ト 体 c 1、 c 2、 c 3お よ び c 4に 分 割 し 、 ま た は 第 13D 図 に 示す よ う に ュニ ッ ト 体 d 1、 d 2お よ び d 3に 分 割 す る こ と がで き る 。 こ れ ら の 分割 ュニ ッ 卜 体 は 、 床ノ、。 ネ ル 10を 、 例 え ば、 十字 に 4 分割 し 、 横 に 4 分割 し 、 L 字状 に 3 分割 し 、 横 に 3 分割 し て 、 隅 も 切除 し 、 第 13 A 図 〜 第 13 D 図 に太 い実線 101 、 103 お よ び 105 で 示す よ う に所定の規則 に 従 っ て切除 さ れ て形成 し て い る 。 First, in the first construction step, the floor panel 10 is cut by a cut 14d and shown by thick solid lines 101, 103 and 105 in FIGS. 13A to 13D. In accordance with the predetermined rules, the plurality of divided unit bodies al to a4, bto b4, cto c4, and dto d3, which are divided into predetermined sizes, are formed. You For example, as shown in Fig. 13A, the unit is divided into alunits al, a2, a3, and a4, and as shown in Fig. 13B, the unit body b1 is divided. , B2, b3, and b4, and as shown in FIG. 13C, into unity bodies c1, c2, c3, and c4, and Can be divided into unity bodies d1, d2 and d3 as shown in Figure 13D. These split unit bodies are floor mats. For example, the cell 10 is divided into four parts in a cross, four parts in a horizontal direction, three parts in an L-shape, three parts in a horizontal part, and the corners are cut off. Thick solid lines 101, 103 and 105 As shown, it has been cut and formed according to prescribed rules.
次 に 、 第 2 の施工 ス テ ッ プで は 、 各分割 ュニ ッ ト 体 を 、 連結用 脚部 24お よ び連結用 小突起 26が支持部 14の 外側 に 位置 し な い よ う に 、 連結用 脚部 24と 連結用 小突 起 26と を相互 に連結 し て ュニ ッ 卜 体 1 と 異 な る 形態 の 連結 ュニ ッ ト 体 を形成す る 。  Next, in the second construction step, each of the split units is so positioned that the connecting leg 24 and the connecting small projection 26 are not positioned outside the support portion 14. The connecting leg 24 and the connecting small protrusion 26 are connected to each other to form a connecting unit having a form different from that of the unit 1.
具体 的 に は ま ず、 第 13A 図 の場合 は 、 十字状 に カ ツ ト し た 分割ュニ ッ 卜 体 al、 a2、 a3お よ び a4の そ れぞれ を 180度回転 さ せ、 そ れぞれ相互 に 連結用 脚部 24と 連 結用 小突起 26と で連結 し て 第 14A 図 に示 す よ う な 連結 ュ ニ ッ 卜 体 を 形成す る 。  More specifically, in the case of FIG. 13A, each of the divided unit bodies al, a2, a3, and a4, which are cut in a cross shape, is rotated by 180 degrees. Each is connected to each other by a connecting leg 24 and a connecting small projection 26 to form a connecting unit body as shown in FIG. 14A.
次 に第 13B 図 に示す例 は 、 横方向 に 3 分割 し て カ ツ 卜 し た 分割ュニ ッ ト 体 bl、 b2、 b3お よ び b4の そ れぞれ を横方 向 につ な い で連結 し て 形成 し た も の で あ る 。 こ れ は 、 連 結 用 脚部 24と 連 結 用 小 突起 26と で 、 ま ず ュ ニ ッ 卜 体 b2と b3を横方向 に連結 し 、 次 に 同 blと b4を相 対 向 さ せて連結 し た も の を さ ら に 同 b3に 横方向 に 連結 す る 。 こ れ に よ り 、 第 14B 図 に示す よ う に 横長 の連結 ュニ ッ ト 体を形成す る 。 こ の場合、 パネ ル 30の 1 枚分 の 幅 の残余空間や壁際処理 に お い て 有効的 に 利 用 で き る 。  Next, in the example shown in Fig. 13B, each of the divided unit bodies bl, b2, b3, and b4, which is divided into three parts in the horizontal direction and cut, is connected in the horizontal direction. It is formed by linking with. This is achieved by first connecting the unit bodies b2 and b3 laterally with the connecting legs 24 and the connecting small projections 26, and then causing the bl and b4 to face each other. The concatenated one is further connected to b3 in the horizontal direction. This forms a horizontally long connecting unit as shown in FIG. 14B. In this case, it can be effectively used for a residual space having a width of one panel 30 or a wall-side treatment.
ま た 、 第 13 C 図 に 示す例 は 、 右辺 お よ び下辺 を カ ツ 卜 し た 分割 ュ ニ ッ 卜 体 cl、 c2、 c3お よ び c4の そ れ ぞれ を カ ツ ト 位置 と 対称 と な る 位置 で連結 し て 形成 し た も の で あ る 。 こ れ は 、 脚 部 24と 小 突 起 26と で 、 ま ず ュ ニ ッ 卜 体 clと c2と を左辺で連結 し 、 次 に ュニ ッ ト 体 cl と c3と を一辺 で連結 し 、 残 っ た残余 の ュ ニ ッ 卜 体 c4を 図示 の 左上位置 に 置 く こ と で、 第 14C 図 に 示 す よ う な 連結ュニ ッ ト 体 を形成す る 。 こ れ は 、 基本的 に 第 14A 図 の 連結 ュニ ッ ト 体 と 同 じ形 と な る 。 In addition, the example shown in Fig. 13C is a divided unit body cl, c2, c3, and c4 that cuts the right side and the lower side. Are connected at a position that is symmetrical to the cut position. This is done by first connecting the unit bodies cl and c2 on the left side with the leg portions 24 and the small protrusions 26, then connecting the unit units cl and c3 on one side, and leaving the rest. By placing the remaining unit unit c4 in the upper left position as shown in the figure, a connected unit unit as shown in FIG. 14C is formed. This basically has the same shape as the connecting unit shown in FIG. 14A.
さ ら に 、 第 13 D 図 に 示 す例 は 、 上下 お よ び 4 隅部 分 を カ ツ 卜 し た 分割 ュニ ッ ト 体 dl、 d 2お よ び d 3の そ れ ぞ れ を連結用 脚部 24と 連結用 小突起 26と でュニ ッ ト 体 dl の両側 に 同 d2お よ び d3で連結 し 、 残 り の 4 隅部分 は連 結せず に形成 し た も の で あ る 。 こ れ は 、 第 14D 図 に 示 す よ う な 長方形状 の連結ュニ ッ ト 体 を形成す る 。  In addition, the example shown in Fig. 13D shows the connection of divided unit units dl, d2 and d3, which are cut at the top and bottom and at the four corners. The legs 24 and the connecting small projections 26 are connected to both sides of the unit body dl at d2 and d3, and the remaining four corners are formed without connection. . This forms a rectangular connecting unit as shown in FIG. 14D.
こ の よ う な 施工方法 に よ り 、 連結ュニ ッ ト 体 を床面 に複数一様 に 敷設 し 、 床パネ ル構造 を形成す る 。  By such a construction method, a plurality of connected unit units are laid uniformly on the floor surface to form a floor panel structure.
こ こ で、 第 2 の施工 ス テ ッ プ の後 、 さ ら に 次 の よ う な 第 3 の施工 ス テ ッ プを追加す る 。 すな わ ち 第 3 の 施 ェ ス テ ッ プで は 、 各連結ュニ ッ ト 体上 に 、 第 1 お よ び 第 2 の 支持部 と し て の主脚部 14と 補助脚部 16と に よ り 支持 さ れ る よ う に 、 各支持部上 に パ ネ ル 30を 複数枚 、 —様 に敷設 し 、 床パ ネ ル構造 を形成す る 。  Here, after the second construction step, a third construction step as described below is added. In other words, in the third step, the main leg 14 and the auxiliary leg 16 as the first and second support portions are provided on each of the connecting unit units. A plurality of panels 30 are laid on each supporting portion so as to be supported by the floor panel, and a floor panel structure is formed.
こ の よ う な 支持部 14を 、 第 13A 図 〜第 13D 図 の よ う に 所定 の 規則 に 従 っ た 切除部 14d の 任意 の切 除 の 仕方 で切 除す る こ と に よ り 、 第 14A 図〜第 14D 図 に 示 す よ う に 、 床パネ ル 1 0と 異な る 形態 お よ びノ ま た は 面積 の 連結用 脚部 2 4お よ び連結用 小突起 2 6が延在 さ れ な い 各 分割 ュニ ッ ト 体 を得 る こ と がで き る 。 By cutting such a supporting portion 14 by an arbitrary cutting method of the cutting portion 14d according to a predetermined rule as shown in FIGS. 13A to 13D, It is shown in Fig.14A ~ Fig.14D In this way, the connecting units 24 and the connecting small projections 26 having a different shape and / or area from the floor panel 10 are not extended. Can be obtained.
こ れ に よ り 、 所定の残余空間部分、 ま た は他 の床パ ネ ル、 例 え ば壁際施工用 ボ ー ダー パ ネ ノレ と 突 き 当 て て 接続 し た い場合、 連続的 に 敷設施工す る こ と が で き 、 壁際 の残余空間部分 を埋め る 処理 の施工 が容易 に で き る  As a result, when it is desired to connect to a predetermined remaining space portion or another floor panel, for example, a border panel for wall construction, it is necessary to lay it continuously. It can be constructed, and the processing of filling the remaining space near the wall can be easily performed.
ま た 、 面 積 を 変 え る こ と が で き る の で 、 敷 設 面 積 や 、 壁 際 の 残余 面 積 に 合 わ せ て 施 工 す る こ と が で き る 。  In addition, since the area can be changed, the work can be performed according to the laying area and the remaining area near the wall.
な お 、 上述 の 実施例 の説明 で は 、 4 通 り の 切 除方法 だ け を例示 し た が、 本発明 は 、 こ れ ら の み に 限定 さ れ ず、 例え ば拄回 り の 欠 け 込 み部分 に 倣 う よ う に 切除す る 施 工 方 法 や 、 そ の 他 種 々 の 切 除 、 連 結 方 法 が あ る 。  In the description of the above-described embodiment, only four cutting methods are illustrated. However, the present invention is not limited to only these cutting methods. There are methods of cutting to imitate the notch, and various other cutting and linking methods.
な お 、 こ こ で説明 し た 実施例 は本発明 を説明 す る た め の も の であ っ て 、 本発明 の 精神 を逸脱す る こ と な く 当業者が可能な 変形 ま た は修正 は本 発明 の 範囲 に 含 ま れ る こ と は、 言 う ま で も な い。  It should be noted that the embodiments described herein are for the purpose of illustrating the present invention, and modifications or modifications that can be made by those skilled in the art without departing from the spirit of the present invention. It goes without saying that is included in the scope of the present invention.
¾ m 卜 の利用 可能性  ¾ m
以上の よ う に 、 本発明 に 係 る 支持部 を 有 す る 床パ ネ ルお よ び そ の 施工方法 は 、 建物 の室 内 や屋外 の 床 ス ラ ブ上 に 置敷 き に よ り 敷設 さ れ る 組立式の マ ツ ト ゃ タ イ ル等 の床パ ネ ル と し て 、 ま た は オ フ ィ ス の O A機器等 の 電気配線、 あ る い は 配管 、 床下空調等 を 敷設す る た め の 二重床、 す な わ ち フ リ ー ア ク セ ス フ ロ ア と し て 有用 で あ り 、 と く に 、 床下空間 を形成 し そ こ に 収納物 ま た は敷設物 を設置す る 場合 に 好適で あ る 。 As described above, the floor panel having the support portion according to the present invention and the method for constructing the same are laid on the floor slab in a room of a building or on an outdoor floor slab. Assembled mat type Floor panel for electrical equipment, such as electrical wiring for office OA equipment, or double floors for laying pipes, underfloor air conditioning, etc., that is, It is useful as a free access floor, and is particularly suitable when a storage space or laying object is to be set up in a space below the floor.

Claims

請 求 の 範 囲 The scope of the claims
1 . 平面的 に 略多角 形状 を形成す る よ う に 配置 さ れ た 支持部群 (14、 16) と 、 1. A group of support parts (14, 16) arranged so as to form a substantially polygonal shape in a plane,
—方 の少な く と も 1 辺 に設 け ら れ た 前記支持部 ( 16 ) と 略 同 一形 態 で 下 面 に 略 凹 部 を 有 す る 結 合 用 支 持 部 (24) と 、  A bonding support part (24) having substantially the same shape as the support part (16) provided on at least one side and having a substantially concave part on the lower surface;
他方 の 少な く と も 1 辺 に 設 け ら れ た 前記結合用 支持 部 (24)の 略凹部 が上方か ら 差 し 込 ま れ る 該略凹部 に 対 応す る 略 凸部 を有す る 結合用 嵌合部 (26) と を 含 む こ と を特徴 と す る 床パ ネ ル。  At least the other substantially concave portion of the coupling support portion (24) provided on at least one side has a substantially convex portion corresponding to the substantially concave portion inserted from above. A floor panel characterized by including a fitting part (26) for connection.
2 . 請求 の範囲第 1 項記載の床パ ネ ル に お い て 、 前記 結合用 支持部 (24)と 前記結合用 嵌合部 (26)は 、 相互 に 差 し 込み式に よ り 結合 さ れて 床面 に敷設 さ れ、 こ れ に よ っ て 複数の 床パ ネ ル (10)が形成 さ れ る こ と を 特徴 と す る 床パネ ノレ 。  2. In the floor panel as set forth in claim 1, the connecting support portion (24) and the connecting fitting portion (26) are plugged and connected to each other. A floor panel characterized in that it is laid on the floor surface to form a plurality of floor panels (10).
3 . 請求 の範囲第 1 項記載の床パ ネ ル に お い て 、 該床 パ ネ ル は、 各支持部 ( 14、 16 )の上面 に載置 さ れ る パ ネ ル (30)を 含み、 該パ ネ ル (30)は 、 そ の 隅部が支持部上 面 の 少 な く と も 略 1/4 面積 で支持 さ れ、 そ の 略 中 央部 が 支 持部 上面 で 支 持 さ れ る こ と を 特 徴 と す る 床 パ ネ ル  3. In the floor panel according to claim 1, the floor panel includes a panel (30) placed on the upper surface of each support (14, 16). The corner of the panel (30) is supported by at least approximately 1/4 area of the upper surface of the support portion, and the approximately center portion of the panel (30) is supported by the upper surface of the support portion. Floor panel that features
4 . 請求 の範囲第 1 項記載 の床パ ネ ル に お い て 、 前記 支持部群 (14、 16)は 、 複数、 所定 の 間隔 を あ け て 設 け ら れ た 主支持部 (14) と 、 4. The floor panel according to claim 1, wherein the support group (14, 16) comprises: A plurality of main support portions (14) provided at predetermined intervals;
該主支持部 ( 14 )の 間 に 所定 の 間隔 を あ け て 設 け ら れ た該主支持部 (14) と 異な る 径 の 補助支持部 (16) と を 含 む こ と を特徴 と す る 床パ ネ ル。  It is characterized by including an auxiliary support portion (16) having a different diameter from the main support portion (14) provided at a predetermined interval between the main support portions (14). Floor panel.
5 . 請求 の範囲第 3 項記載 の床パ ネ ル に お い て 、 前記 支持部 (14、 16)は 、 切込 み部 (14d) を境 に 、 前記パ ネ ノレ (30)の 隅部 (36)が支持 さ れ る 支持面近傍位置 に形成 さ れ た複数 の ブ ロ ッ ク 体 (14—1 、 14— 2、 14-3、 14-4) を 含 む こ と を特徴 と す る 床パ ネ ル。  5. The floor panel according to claim 3, wherein the support portion (14, 16) is formed at a corner of the panel (30) with a notch (14d) as a boundary. (36) includes a plurality of block bodies (14-1, 14-2, 14-3, 14-4) formed near the support surface where the support is provided. Floor panel.
6 . 多角 形状を形成す る よ う に 複数 の 支持部 (14、 16) が配置 さ れた 支持部群 ( 14、 16 ) と 、  6. A support group (14, 16) in which a plurality of support sections (14, 16) are arranged so as to form a polygonal shape;
各支持部 を相互 に連結す る と と も に 、 所定 の 幅を有 し 略放射状 に 伸 びて 各支持部 が相互 に 略等 し い 間隔 を あ け て 配置 さ れ る よ う に 形成 さ れた連結部 (22) と 、 前記支持部群 (14、 16)の一方 の 少な く と も 一辺側 の 支 持部 か ら 外方 に 伸 び た 前 記 連 結部 に 設 け ら れ た 第 1 の結合部 (24) と 、  The supporting portions are connected to each other, and are formed so as to have a predetermined width and extend substantially radially, so that the supporting portions are arranged at substantially equal intervals to each other. The connecting portion (22) and the connecting portion extending outward from the supporting portion on at least one side of at least one of the supporting portion groups (14, 16). A first joint (24),
前記支持部群 (14、 16)の 他方 の少 な く と も 一辺側 の 支 持部 か ら 外方 に 伸 び た 前 記 連 結部 に 設 け ら れ た 第 2 の結合部 (26) と 、  A second connecting portion (26) provided at the connecting portion extending outward from the supporting portion on at least one side of the other side of the supporting portion group (14, 16); When ,
相互 に 着脱可能 に 結合可能な 形状 を 有す る 第 1 お よ び第 2 の結合部 (24、 26) と を 含 み、  First and second coupling portions (24, 26) having shapes that can be removably coupled to each other,
第 1 お よ び第 2 の結合部 (24、 26)の 相互の 結 合 に よ り 結合 さ れて敷設 さ れ る と 、 前記支持部群 (14、 16)の 各支 持部 (14、 16)が連結部 (22)に よ り 相互 に 実質的 に 等 し い間隔 に一様 に 配置 さ れ る こ と を特徴 と す る 床パ ネ ル 。 By the mutual connection of the first and second connection parts (24, 26) When the support portions (14, 16) of the support portion group (14, 16) are laid and connected with each other, the support portions (14, 16) of the support portion group (14, 16) are separated by the connection portion (22) at intervals substantially equal to each other. A floor panel characterized by being arranged in various ways.
7 . 請求 の範囲第 6 項記載の床パ ネ ル に お い て 、 該床 パ ネ ル は 、 各支持部 (14、 16)の上面 に載置 さ れ る パ ネ ル (30)を 含み、 該パ ネ ル (30)は 、 そ の隅部が支持部上 面 の 少な く と も 略 1/4 面積 で支持 さ れ、 そ の 略 中央部 が 支 持 部 上面 で 支 持 さ れ る こ と を 特 徴 と す る 床 パ ネ ル 。 7. In the floor panel according to claim 6, the floor panel includes a panel (30) placed on the upper surface of each support (14, 16). The panel (30) has its corners supported by at least approximately 1/4 area of the upper surface of the support portion, and the approximately center portion thereof is supported by the upper surface of the support portion. A floor panel that features this.
8 . 請求 の範囲第 6 項記載の床パ ネ ル に お い て 、 前記 支持部群 (14、 16)は 、  8. In the floor panel according to claim 6, the support group (14, 16) comprises:
複数、 所定の 間隔 をあ け て設 け ら れた主支持部 (14) と 、  A plurality of main support portions (14) provided at predetermined intervals;
該主支持部 ( 14 )の 間 に 所定の 間隔 を あ け て 設 け ら れ た該主支持部 (14) と 異な る 径の補助支持部 (16) と を 含 む こ と を特徴 と す る 床パネ ル。  The main support portion (14) is provided at a predetermined interval between the main support portions (14) and an auxiliary support portion (16) having a diameter different from that of the main support portion (14). Floor panel.
9 . 請求 の範囲第 6 項記載の床パネ ルに お い て 、 前記 支持部 (14、 16)は、 前記切込み部 (14d) を境 に 、 前記 パネ ル (30)の 隅部 (36)が支持 さ れ る 支持面近傍位置 に 形 成 さ れ た 複数 の ブ ロ ッ ク 体 ( 14 - 1 、 14-2、 14-3、 14-4) を 含む こ と を特徴 と す る 床パ ネ ル。  9. The floor panel according to claim 6, wherein the support portion (14, 16) is provided at a corner (36) of the panel (30) with the cut portion (14d) as a boundary. Characterized by including a plurality of block bodies (14-1, 14-2, 14-3, 14-4) formed near the support surface on which the floor is supported. Nell.
10. 多角 形状 を形成す る よ う に 複数 の 支持部 (14、 16) が配 置 さ れた 支持部群 (14、 16) と 、 各支持部 を 相互 に 連結す る と と も に 、 所定 の 幅 を有 し 略放射状 に 伸 びて 各支持部が相互 に 略等 し い間隔 を あ け て 配置 さ れ る よ う に形成 さ れ た連結部 (22)と 、 前記支持部群 (14、 16) の一方 の 少 な く と も 一辺側 の 支持部 か ら 外方 に 伸 び た 前記連結部 に 設 け ら れ た 第 1 の結合部 (24) と 、 前記支 持部群 (14、 16)の他方の 少な く と も 一辺側 の 支持部か ら 外方 に 伸 びた 前記連結部 に設 け ら れた 第 2 の 結合部 (26) と 、 相互 に着脱可能 に結合可能 な形状を有 す る 第 1 お よ び第 2 の結合部 ( 24、 26 ) と を 含む床パ ネ ル ( 10 ) を用 意す る 第 1 の 工程 と 、 10. The support section group (14, 16) in which the plurality of support sections (14, 16) are arranged so as to form a polygon, and each support section are mutually connected. The connecting portion (22) is formed such that it has a predetermined width, extends substantially radially, and is arranged such that the supporting portions are arranged at substantially equal intervals from each other. ) And a first connecting portion (24) provided on the connecting portion extending outward from at least one of the supporting portions on one side of the supporting portion group (14, 16). A second connecting portion (26) provided on the connecting portion extending outward from the supporting portion on at least one side of the other of the supporting portion groups (14, 16). A first step of providing a floor panel (10) including first and second connecting portions (24, 26) having shapes removably connectable to each other;
該床パ ネ ル ( 10 )を第 1 お よ び第 2 の結合部 ( 24、 26) に よ り 結合 し て複数敷設す る 第 2 の工程 と 、  A second step in which the floor panel (10) is connected by the first and second connecting portions (24, 26) to lay a plurality of floor panels;
前記支持部 の上面 (14a、 16a)に載置 さ れ、 隅部 お よ びそ の略 中央部が支持部上面 で支持 さ れ る よ う に パ ネ ル (30)を複数敷設す る 第 3 の 工程 と を含 み、  A plurality of panels (30) are placed on the upper surface (14a, 16a) of the support portion, and a plurality of panels (30) are laid so that corners and a substantially central portion thereof are supported by the upper surface of the support portion. Including the steps and
こ れに よ つ て 、 複数の 支持部 (14、 16)上 に 、 前記パ ネ ル (30)が一様 に 配置 さ れて二重床 が構成 さ れ る こ と を特徴 と す る 床パ ネ ル の 施工方法。  With this, the floor is characterized in that the panel (30) is uniformly arranged on the plurality of supporting portions (14, 16) to form a double floor. Panel construction method.
11. 請求 の 範囲 第 10項 記 載 の 方 法 に お い て 、 該 方 法 は、  11. In the method described in claim 10, the method is
第 3 の工程 に続 い て 、 壁際、 柱回 り 等 の 端部処理 さ れた ボ ー ダ部 (50)を架橋す る パ ネ ル (30)を 、 前記支持 部 に 敷設 さ れ た パネ ル (30) と 連続 し て複数敷設す る 第 4 の 工程 を 含 む こ と を 特 徴 と す る 床 パ ネ ル の 施 工 方 法。 Subsequent to the third step, a panel (30) for bridging the edge-treated border portion (50), such as a wall, a pillar, or the like, is attached to the panel laid on the support portion. Floor panel that is characterized by including a fourth process of laying multiple units in series with the floor (30). Law.
12. 複数 の支持部を有す る 支持部群 (14、 16) と 、  12. Support group (14, 16) with multiple supports,
各支持部 (14、 16)が所定の 間隔 で配置 さ れ る よ う に 各支持部 を相互 に連結す る 連結部 (22) と 、  A connecting portion (22) for connecting the supporting portions to each other so that the supporting portions (14, 16) are arranged at a predetermined interval;
支持部群 (14、 16)の各支持部 の上面 に 載置 さ れ る パ ネ ノレ (30) と 、  A panel (30) placed on the upper surface of each support section of the support section group (14, 16);
該パネ ル ( 30 )が支持部 の上面 ( 14 a、 16 a )に 載置 さ れ た と き 、 該支持部 の上面 (14a) と パ ネ ル の略隅部 (36) と が係 合 さ れ る 係 合部 U4b、 14c ; 38、 34) と を 含む こ と を特徴 と す る 床パネ ル。  When the panel (30) is placed on the upper surface (14a, 16a) of the support, the upper surface (14a) of the support and the substantially corner (36) of the panel are engaged. Floor panel characterized in that it includes an engagement portion U4b, 14c; 38, 34).
13. 請求 の範囲第 12項記載の 床パ ネ ル に お い て 、 該床 パ ネ ル は さ ら に 、 前 記支 持部 ( 14、 16 ) と 前 記 パ ネ ル (30) と の 間 に設 け ら れ該 パ ネ ル (30)の係 合部分 に少 な く と も 接触す る よ う に そ の係 合 さ れ る 間 に 介在 さ れ る 緩衝部材 (40)を 含 む こ と を特徴 と す る 床パネ ル。  13. In the floor panel according to claim 12, the floor panel further includes a support (14, 16) and a panel (30). Including a cushioning member (40) interposed between the panels so that at least the mating portion of the panel (30) comes into contact with the mating portion of the panel (30) Floor panel characterized by this.
14. 請求 の範囲第 12項 ま た は第 13項 に記載の 床パネ ル に お いて 、 前記係合部 (14b、 14c; 38、 34)は 、  14. In the floor panel according to claim 12 or 13, the engagement portion (14b, 14c; 38, 34)
前記パ ネ ル (30、 60)の 隅部の支持面 (36)ま た は支持 部 (54)の パ ネ ル 支 持面 に 形 成 さ れ た 突起 部 (32、 51 ) と 、  A projection (32, 51) formed on a support surface (36) at a corner of the panel (30, 60) or a panel support surface of the support portion (54);
該突起部 (32、 51)が貫通す る 支持部の パ ネ ル支持面 (14a) ま た はパ ネ ルの隅部の 支持面 ( 64 )に形成 さ れ た 貫 通 部 (14c、 65) と を 含 む こ と を 特 徴 と す る 床 パ ネ ノレ Penetration portions (14c, 65) formed on the panel support surface (14a) of the support portion through which the projections (32, 51) penetrate or on the support surface (64) at the corner of the panel. ) And a floor panel that is characterized by including
15. 請求 の 範囲第 12項、 第 13項 ま た は第 14項 に 記載の 床 パ ネ ル に お い て 、 前 記 係 合部 ( 14 b、 14c ; 38、 34) は 、 15. In the floor panel described in Claims 12, 13 or 14, the engagement part (14b, 14c; 38, 34)
前 記支 持 部 ( 14 )の パ ネ ル支持 面 に 形 成 さ れ た 溝部 (14b) と 、  A groove (14b) formed on the panel support surface of the support (14);
該溝部 (14b) に 係 合 さ れ る 前記パ ネ ル ( 30 )の 各隅部 の側縁に 形成 さ れ た 切欠 き 部 (38) と を含 む こ と を特徴 と す る 床パ ネ ル 。  A floor panel characterized by including a notch (38) formed at a side edge of each corner of the panel (30) engaged with the groove (14b). Le.
16. 請求 の範囲第 12項、 第 13項 ま た は第 15項 に 記載の 床パ ネ ル に お い て 、 該床パネ ルは 、 前記パ ネ ル (30)が 支持部上面 ( 14 a) に 載置 さ れた と き 、 該 パ ネ ル ( 30 )の 一方 の 係 合 部 ( 38 )が 、 支 持部上 面 に 設 け ら れ た 溝部 (14b) と 係合 さ れ る と と も に 、 該パ ネ ル (30)の他方の 係 合 部 ( 38 )が 、 ボ ー ダ部 ( 50 )上 面 に 設 け ら れ た 溝部 (50b) と 係合 さ れて載置 さ れ、 該支持部 (14)と ボー ダ 部 (50)と の 間 の空間 を前記パネ ル (30)で架橋す る こ と に よ り 実質的 に 同一平面 と す る こ と を特徴 と す る 床パ ネ ル。  16. In the floor panel according to claim 12, 13, or 15, the panel (30) is provided such that the panel (30) is provided on an upper surface of the support portion (14a). ), When one of the engaging portions (38) of the panel (30) is engaged with the groove (14 b) provided on the upper surface of the support portion. At the same time, the other engaging portion (38) of the panel (30) is engaged with the groove (50b) provided on the upper surface of the border portion (50), and is mounted. The space between the support portion (14) and the border portion (50) is substantially coplanar by bridging the space with the panel (30). Floor panel.
17. 請求の範囲第 12項記載の床パ ネ ル に お いて 、 前記 支持部 (14、 16)は 、 前記切込み部 (14d) を境 に 、 前記 パ ネ ル (30)の 隅部 (36)が支持 さ れ る 支持面近傍位置 に 形 成 さ れ た 複 数 の プ ロ ッ ク 体 ( 14 - 1 、 14-2、 14-3、 14-4) を 含 む こ と を特徴 と す る 床パ ネ ノレ 。  17. In the floor panel according to claim 12, the support portion (14, 16) is provided at a corner (36) of the panel (30) with the cut portion (14d) as a boundary. ) Includes a plurality of block bodies (14-1, 14-2, 14-3, 14-4) formed near the support surface where the support is provided. Floor panel.
18. 請求 の 範囲第 13項、 第 15項 ま た は 第 16項 に 記載 の 床パ ネ ル に お い て 、 前記緩衝部材 (40)は 、 そ の 少 な く と も 一部 が、 前記パ ネ ル (30)が支持部 の 上面 に 載置 さ れた と き 、 該パネ ル (30)に 少 な く と も 接す る こ と を 特 徴 と す る 床パ ネ ル。 18. Claims defined in paragraphs 13, 15, or 16 In the floor panel, at least a part of the cushioning member (40) is provided when the panel (30) is placed on the upper surface of the supporting portion. A floor panel characterized as having at least contact with the panel (30).
19. 複数整列 配置 さ れ る 支持部 (14、 16) と 、 19. Multiple aligned supports (14, 16);
各支持部の 相互を連結す る 連結部 (22) と 、  A connecting part (22) for connecting the supporting parts to each other;
前記支持部 (14)を該支持部 (14)の縦方向 の切断 に よ り 複数略等分 し て 分断可能 と な る よ う に 、 支持部分離 の 略 基準位置 と し て 、 前記支持部 の上面側 (14a) 、 側 面側 ( 15 )お よ び内側 ( 13 )の う ち の 少 な く と も いずれか 1 つ に形成 さ れた複数の切込 み部 (14d) と を含む こ と を特徴 と す る 床パネ ルの ュニ ッ 卜 体。  The support portion (14) is set as a substantially reference position for separating the support portion so that the support portion (14) can be divided into a plurality of substantially equal parts by cutting the support portion (14) in the vertical direction. And a plurality of cuts (14d) formed on at least one of at least one of the upper surface side (14a), the side surface side (15) and the inner side (13). A floor panel unit that features this feature.
20. 請求 の範囲第 19項記載の ュニ ッ ト 体 に お いて 、 前記支持部 (14)に は 、 該支持部 (14)の上面 に 載置 さ れ る パ ネ ル (30)の端部 に係 合 さ れ る 係合部 (14b) が設 け ら れ、  20. The unit according to claim 19, wherein the supporting portion (14) has an end of a panel (30) mounted on an upper surface of the supporting portion (14). An engaging portion (14b) to be engaged with the portion is provided,
前記係 合部 (14b) に よ り 、 前記支持部 (14)の係合部 (14b) と パネ ル端部 と を係合 し て前記パ ネ ル (30)を 支 持 部 ( 14)上 に 載 置 固 定 す る と と も に 、 前 記 係 合 部 (14b) は 、 前記複数 の切込み部 (14d) に よ り 前記支持 部を 分離す る た め の 略基準位置 を な す こ と を特徴 と す る 床パ ネ ノレ の ュニ ッ ト 体。  The engagement part (14b) engages the engagement part (14b) of the support part (14) with the end of the panel to hold the panel (30) on the support part (14). The mounting portion (14b) forms a substantially reference position for separating the supporting portion by the plurality of cut portions (14d). A unit body of a floor panel characterized by:
21. 請求の範 囲第 19項 ま た は 第 20項 に記載の床パ ネ ル に お い て 、 前 記 支 持 部 U 4、 16 ) は 、 前 記 切 込 み 部 (14d) を境 に 、 前記 パ ネ ル (30)の 隅部 (36)が支 持 さ れ る 支 持 面 近 傍 位 置 に 形 成 さ れ た 複 数 の プ ロ ッ ク 体 (14-1 、 14-2、 14-3、 14-4) を含む こ と を特徴 と す る 床パ ネ ノレ 。 21. In the floor panel described in claim 19 or 20, the support section U4, 16) is notch section. (14d), a plurality of block bodies (14-) formed near the support surface where the corner (36) of the panel (30) is supported. Floor panel characterized by including 1, 14-2, 14-3, 14-4).
22. 複数整列配置 さ れ る 支持部 (14、 16) と 、 各支持部 の相 互を連結す る 連結部 (22) と 、 前記支持部 (14)を 該 支持部 (14)の縦方向 の切断 に よ り 複数略等分 し て分断 可能 と な る よ う に 、 支持部分離 の 略基準位置 と し て 、 前 記 支 持 部 の 上面 側 ( 14 a ) 、 側 面 側 ( 15 )お よ び 内 側 (13)の う ち の少な く と も いずれか 1 つ に 形成 さ れ た複 数の 切込 み部 (14d) と 、 前記各支持部 (14、 16)の外側 に 延在 し て 設 け ら れた結合部 ( 24、 26 )と を含む床パ ネ ノレ の ュニ ッ ト 体 (10)を用 意す る 第 1 の工程 と 、 22. A plurality of supporting portions (14, 16) arranged in a line, a connecting portion (22) for connecting the supporting portions to each other, and the supporting portion (14) in a longitudinal direction of the supporting portion (14). The upper surface side (14a) and the side surface (15) of the support section are used as the approximate reference positions for the separation of the support section so that the plurality of sections can be divided into approximately equal parts by cutting the support section. And a plurality of notches (14d) formed in at least one of the inner side (13) and the outside of each of the support portions (14, 16). A first step of providing a unity (10) of the floor panel including the existing joints (24, 26); and
該ュニ ッ 卜 体 (10)を前記複数の切込み部 (14d) に よ り 所定の規則 に 従 っ て切除 し 、 所定の大 き さ に 複数分 割 さ れた 分割 ュニ ッ ト 体 (al 〜 a4、 bl〜 b4、 cl〜 c4、 dl〜 (! 3) を形成す る 第 2 の 工程 と 、  The unit body (10) is cut off by the plurality of cuts (14d) in accordance with a predetermined rule, and is divided into a plurality of units of a predetermined size. al to a4, bl to b4, cl to c4, dl to (! 3)
前記分割ュニ ッ 卜 体 (al 〜 a4、 bl〜 b4、 cl〜 c4、 d 1 〜 (! 3) を 、 前記結合部 (24、 26)が支持部 の 外側 に 位置 し な い よ う に 相互 に 該結合部 (24、 26)で結合 し 、 前記 ュ ニ ッ ト 体 (10) と 異 な る 形 態 の 結 合 ュ ニ ッ ト 体 ( 第 14A 図 〜 第 14D 図 ) を 形 成 す る 第 3 の 工 程 と を 含 み 、  The divided unit bodies (al to a4, bl to b4, cl to c4, d1 to (! 3) should not be positioned outside the support part so that the coupling parts (24, 26) are located outside the support part. They are connected to each other at the connecting portions (24, 26) to form a connecting unit (FIGS. 14A to 14D) having a different shape from the unit (10). Including the third process,
こ れ に よ つ て結合ュニ ッ 卜 体 が複数敷設 さ れ る こ と As a result, a plurality of unit units are laid.
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PCT/JP1997/002434 1996-07-31 1997-07-14 Floor panel having support and construction method therefor WO1998004795A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB9901165A GB2330595B (en) 1996-07-31 1997-07-14 Floor panel including support portions and method of laying the same
AU46878/97A AU4687897A (en) 1996-07-31 1997-07-14 Floor panel having support and construction method therefor
HK99103297A HK1018296A1 (en) 1996-07-31 1999-07-30 Floor panel including support portions and method of laying the same

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
JP20211496A JPH1046794A (en) 1996-07-31 1996-07-31 Unit panel with support leg
JP8/202114 1996-07-31
JP04425197A JP3231653B2 (en) 1997-02-27 1997-02-27 Double floor panel structure
JP9/44251 1997-02-27
JP08205497A JP3236794B2 (en) 1997-03-14 1997-03-14 Double floor panel unit, double floor panel structure and construction method
JP9/82054 1997-03-14

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KR (1) KR100469928B1 (en)
AU (1) AU4687897A (en)
GB (1) GB2330595B (en)
HK (1) HK1018296A1 (en)
TW (1) TW387028B (en)
WO (1) WO1998004795A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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US6162785A (en) * 1997-03-13 2000-12-19 Auburn University Recombinant vasoactive protein from salivary gland of the black fly
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US6162785A (en) * 1997-03-13 2000-12-19 Auburn University Recombinant vasoactive protein from salivary gland of the black fly
US6749855B2 (en) 1997-03-13 2004-06-15 Auburn University Methods of use of recombinant vasoactive protein from salivary gland of the black fly
US7211652B2 (en) 2003-11-25 2007-05-01 Auburn University Protein from horn fly saliva that disrupts hemostasis

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GB2330595A (en) 1999-04-28
GB2330595A8 (en) 1999-07-15
GB9901165D0 (en) 1999-03-10
KR100469928B1 (en) 2005-02-02
TW387028B (en) 2000-04-11
GB2330595B (en) 2001-03-14
AU4687897A (en) 1998-02-20
HK1018296A1 (en) 1999-12-17
KR20000029708A (en) 2000-05-25

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