JP2014118801A - Aseismatic reinforcement structure of wooden house - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an aseismic reinforcement structure of a wooden house, capable of aseismatically reinforcing a wooden house itself effectively at low cost by utilizing an earthquake-resistant evacuation room having a steel frame structure installed in the wooden house.SOLUTION: A ceiling frame 2B of an earthquake-resistant evacuation room 2 having a steel frame structure installed in a prescribed room 1A of a first floor of the wooden house is fixedly connected to girths arranged longitudinally and laterally in an upper circumference via a plurality of binding metallic materials, and brace connectors 10 which doubles as a horizontal brace is fixed and a brace 11 stretched in a diagonal direction of the room is connected thereto in the vicinity of each of intersections of the girths arranged longitudinally and laterally above rooms 1B, 1C adjacent to the room 1A. In a place P where two columns are adjacently erected around the rooms 1B, 1C, a diagonal brace plate in which a rectangular steel plate is fixedly welded to the inside of a rectangular steel frame is fixed between the columns for earthquake strengthening.

Description

  The present invention relates to a seismic reinforcing structure for a wooden house using an earthquake-proof evacuation room having a steel structure built in a wooden house.

  In recent years, the Great Hanshin-Awaji Earthquake caused by the Hyogoken-Nanbu Earthquake that occurred on January 17, 1995, and the Great East Japan Earthquake caused by the 2011 Tohoku-Pacific Ocean Earthquake that occurred on March 11, 2011 have caused major earthquakes. A disaster has occurred.

  In the event of a huge earthquake such as the one described above, an old wooden house can collapse without being able to withstand the excessive load caused by the vibration, resulting in a large number of deaths and injuries, and loss of important household assets. Such a problem has occurred.

  Thus, various proposals have been made in the past to solve such problems. For example, Patent Document 1 discloses a sturdy steel frame assembly having an opening opening to a neighboring room or the like in a desired room of an existing house. There is a proposal to incorporate an earthquake-proof evacuation room with a structure, and to evacuate the earthquake-proof evacuation room from the opening to the earthquake-proof evacuation room to avoid underlaying falling objects when the house collapses or breaks down. Yes.

Registered Utility Model No. 3025986

  FIG. 13 is an exploded perspective view showing an example of an existing house in which an earthquake-proof evacuation room having such a steel frame assembly structure is incorporated. As shown in the figure, the earthquake-proof evacuation room A1 is located on the first floor of the house H. It is installed in a desired room and is framed in a rectangular parallelepiped shape by a base A2, a pillar A3, a beam A4, etc., which are constructed of steel frames. In order to prevent falling objects, a large number of steel plate ceiling panels A5 are attached.

  The interior of the earthquake-proof evacuation room A1 is decorated with interiors such as floor boards F and inner walls W so that it can be used in daily life as a living room during normal times. A rectangular opening A6 that communicates with an adjacent window of the house H, an outer window or the like provided in the frame wall B is provided.

  Moreover, this earthquake-proof evacuation room A1 removes the floor board and joist etc. of the room of the house H in which this is installed, forms a concrete foundation containing a reinforcing bar not shown under the floor, and on this foundation The lower end of each column A3 is fixed.

  In the case of a wooden house incorporating an earthquake-proof evacuation room as described above, the safety of the earthquake-proof evacuation room with a robust steel structure is ensured in the event of a major earthquake, but the house itself may be damaged or collapsed. If elderly people or people with disabilities are late to escape from other rooms to the earthquake-proof evacuation room, there is a risk of life, and expensive household items placed in the room are destroyed due to falling ceilings, etc. There was a risk of being.

  Therefore, the present invention solves the problems in the prior art as described above, and there is no need to perform a major renovation work in a wooden house. An object of the present invention is to provide a seismic reinforcement structure for a wooden house that can effectively seismically reinforce the house itself at low cost.

  The seismic reinforcement structure of a wooden house according to the present invention provided for the above-mentioned object is an earthquake-proof structure having a rectangular parallelepiped steel frame structure fixedly installed on a concrete foundation in at least one room on the first floor of a wooden house. Each side of the rectangular ceiling frame of the evacuation room and the body difference arranged vertically and horizontally around the upper part of the room are connected and fixed to each other via a plurality of fastening hardware provided at predetermined intervals. Is one of the features.

  In addition, at least in the vicinity of the intersections of the vertical and horizontal torso differences connected to the four corner pillars of one room adjacent to the room are integrally formed so as to be orthogonal to the L shape in the horizontal plane. A pair of connected mounting pieces, a fire striking beam whose both ends are fixed to these mounting pieces, and a bracking and bracing connecting tool comprising a brace connecting portion suspended downward between these mounting pieces are installed, In these bracing and bracing couplers, each of the pair of attachment pieces is fixed to the opposite side of the body difference with a coach bolt, and the brace coupling portion is passed diagonally above the room. It is also characterized by being connected to the end of each brace.

  Furthermore, at least a plurality of stiles are fixed at predetermined intervals in the vertical direction between a pair of adjacent pillars standing around the room where the braces are passed upward, In each rectangular space formed by surrounding the pair of pillars with up and down stiles, each rectangular space has a rectangular steel frame that fits into these rectangular spaces, and has a rectangular shape inside thereof. A bracing plate made by welding and fixing steel plates is fitted, and the four sides of the steel frame part of these bracing plates are fixed to each side of the stile facing the pillars on both sides with wood screws at multiple locations. It is also characterized by.

  In the seismic reinforcement structure of a wooden house according to the present invention, the bottom of the steel frame portion of the bracing plate arranged at the lowermost part between adjacent columns is fixed to the upper surface of the base of the wooden house. It is desirable that at least a part of the wood screw arranged and fixing the lower side of the steel frame portion to the stake is screwed into the base through the stake.

  Further, in the seismic reinforcement structure for a wooden house according to the present invention, the binding metal has a side surface shape in which a horizontal piece and a vertical piece made of steel are connected in an L shape, and a right triangle between the horizontal piece and the vertical piece. A reinforcing rib having a shape is welded, and the horizontal piece is provided with a mounting hole for a high-tensile bolt that fixes the horizontal piece to the ceiling frame of the earthquake-proof evacuation chamber. It is also desirable that a mounting hole for a coach bolt that is fixed to a side surface of the body difference around the upper side of the installed room is formed.

  According to the earthquake-proof reinforcement structure for a wooden house according to the invention described in claim 1, since the earthquake-proof escape room incorporated in the existing wooden house is used as a part of the earthquake-proof reinforcement structure, It is possible to realize an effective seismic reinforcement structure at a low cost and in a short period of time without the need for renovation work.

  In addition, according to the seismic reinforcement structure of the present invention, each of the trunk differences passed between the columns installed at the four corners of the room where the earthquake-proof evacuation room is incorporated has a plurality of tight fittings. Since it is connected to the ceiling frame of the seismic refuge room of the steel frame assembly structure that is fixedly installed on the concrete foundation, it is possible to suppress the shaking of the pillars and torso difference around the room when an earthquake occurs. Therefore, particularly in an old wooden house where the upper floor is not a rigid floor structure, an extremely effective seismic reinforcement effect can be obtained.

  Also, adjacent to the room where the seismic evacuation room is installed, a fire-braking joint brace connector is placed, and the room where the braces are spanned between the opposing fire-braking joint brace joints is arranged vertically and horizontally around the top It is integrated by the brace and brace connecting tool which is arranged at the four corners and the braces connected between the respective fire and brace connecting parts. Therefore, the angular displacement between the vertical and horizontal trunk differences due to vibration can be effectively suppressed.

  Furthermore, at least in the room where the braces are passed upward, these columns can be reinforced by the bracing plate installed between a pair of adjacent columns, and the rigidity of the wall surface can be increased. It is possible to suppress rolling or twisting of the room due to vibration.

  According to the seismic reinforcement structure for a wooden house according to the invention described in claim 2, at least the screw member for fixing the lower side of the steel frame portion of the bracing plate arranged at the lowermost portion between the adjacent columns to the hook Since some of the tip parts are threaded into the base through the stile, it is possible to prevent the pillars from coming out of the base due to the vibration of the earthquake and to further improve the earthquake resistance of the wooden house. be able to.

  According to the seismic reinforcement structure of a wooden house according to the invention described in claim 3, the fastening hardware has a side shape in which a horizontal piece made of steel and a vertical piece are connected in an L shape, and between the horizontal piece and the vertical piece, Since the right-angled triangular reinforcing ribs are welded, the vibration force acting on the trunk difference that is higher than the ceiling frame of the seismic refuge chamber is used to transmit the vibration force of the seismic evacuation chamber that is firmly attached to the seismic evacuation chamber via the fastening hardware. Can be reliably received by the ceiling frame. Further, since the structure of the binding metal is simple, the horizontal piece and the vertical piece having the optimum dimensions can be easily produced at low cost according to the installation situation of the earthquake-proof escape room.

It is a top view inside the 1st floor of the wooden house by which earthquake resistance reinforcement was shown which shows one embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention. It is a longitudinal cross-sectional view of the room in which the earthquake-proof escape room in one embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention is incorporated. It is a perspective view which shows the shape of the binding metal used in one Embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention. It is a partial side view which shows the attachment state of the binding metal fitting to the ceiling frame of an earthquake-proof escape room. It is a partial top view which shows the attachment state of the binding metal fitting to the ceiling frame of an earthquake-proof escape room. It is a perspective view of the braced joint device for combined use used in an embodiment of the seismic reinforcement structure for a wooden house of the present invention. It is a top view of the bracking and bracing connector used in one embodiment of the seismic reinforcement structure for a wooden house of the present invention. It is the perspective view which looked at the bracing combined use brace connector used in 1 embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention from the back side. It is a figure which shows the AA cross section of FIG. It is a side view which shows the attachment structure of the bracing plate used in 1 embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention. It is a figure which shows the BB cross section of FIG. It is a fragmentary sectional view which shows the detailed structure of the bracing plate used in 1 embodiment of the earthquake-proof reinforcement structure of the wooden house of this invention. It is a disassembled perspective view which shows an example of the house which incorporated the earthquake-proof escape room of the steel frame assembly structure.

Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a plan view of the interior of a first floor of a wooden house having a seismic reinforcement structure, showing an embodiment of the present invention. The wooden house 1 shown in FIG. Inside the room 1A, an earthquake-proof evacuation room 2 having a rectangular parallelepiped steel structure similar to that shown in FIG. 13 is installed.

  As shown in FIG. 2, the earthquake-proof evacuation chamber 2 is installed by removing the existing floorboard of the room 1A and fixing it with a plurality of anchor bolts 3A on the concrete foundation 3 formed under the floor.

  In addition, a ceiling frame 2B assembled in a rectangular shape with a plurality of H-shaped steel beams is provided at the upper part of the steel column 2A arranged at the four corners of the earthquake-proof escape chamber 2, as shown in FIG. In this way, a plurality of steel plate ceiling panels 2C are attached to the inside of the ceiling frame 2B.

  As shown in FIG. 2, a plurality of fastening hardware 4 is attached to each side of the ceiling frame 2B at a predetermined interval, and each side of the ceiling frame 2B and the room 1A are connected via these fastening hardware 4. Each of the trunk differences 6 and 6 ′ which are vertically and horizontally passed between the pillars 5 at the four upper corners of the upper and lower corners are connected and fixed to each other.

  As shown in FIG. 3, the metal fitting 4 has a side surface shape in which a horizontal piece 4A and a vertical piece 4B made of steel are connected in an L-shape, and between these horizontal pieces 4A and the vertical pieces 4B, A right-angled triangular reinforcing rib 4C is welded to the central portion in the width direction. The horizontal piece 4A and the vertical piece 4B are each provided with two attachment holes 4D and 4E with the reinforcing rib 4C interposed therebetween.

  In the ceiling frame 2B of the earthquake-proof evacuation chamber 2, a mounting hole (not shown) is formed at the mounting position of the binding metal 4 so as to oppose the mounting hole 4D of the horizontal piece 4A. Are attached to the ceiling frame 2B by attaching nuts 8 through the high tension bolts 7 to these mounting holes, and are opposed to each other by the coach bolts 9 passed through the mounting holes 4E of the vertical piece 4B. It is being fixed to the side surface of 6 and 6 '.

  In the present embodiment, the mounting hole 4D of the horizontal piece 4A is formed as a long hole, and the mounting position of the binding metal 4 with respect to the ceiling frame 2B is orthogonal to the longitudinal direction of the H-shaped steel constituting the ceiling frame 2B. You can adjust to advance and retreat.

  With such a structure, the trunk differences 6 and 6 ′ arranged vertically and horizontally around the upper part of the room 1 </ b> A in which the earthquake-resistant escape chamber 2 is installed are integrally connected via the earthquake-resistant escape chamber 2 and the fastener 4. Therefore, in the event of an earthquake, the vibration of the trunk differences 6 and 6 'and the angular displacement between them are suppressed by the earthquake-proof evacuation chamber 2 that is firmly fixed on the concrete foundation 3, and the wooden house It can improve earthquake resistance.

  In addition, in this embodiment, as shown in FIG. 1, the room 1A in which the earthquake-proof evacuation room 2 is installed is a room of the living room 1B and the dining kitchen where the occupants are always present. It is arranged between 1C, and can evacuate immediately from any room 1B, 1C into the earthquake-proof evacuation room 2 when an earthquake occurs.

  A fire-brace joint brace connector 10 is provided in the vicinity of each crossing portion of the trunk difference between the columns at the upper four corners of the rooms 1B and 1C, and these fire-brace joint braces are connected. One end of a brace 11 is connected to each tool 10. The other ends of these braces 11 are connected to the connecting ring 12 at positions above the central portions of the rooms 1B and 1C.

  The fire-brake combination brace coupler 10 used here has the same structure, and as shown in FIGS. 6 and 7, a pair of attachment pieces 10A coupled so as to be substantially L-shaped in a horizontal plane, 10B, a fire beam 10C obliquely fixed between the mounting pieces 10A and 10B, and a brace connecting portion 10E suspended below the mounting pieces 10A and 10B via a support plate 10D Has been.

  These mounting pieces 10A and 10B are formed of angle steels of the same length, and are welded by abutting each end side cut at an oblique angle of 45 degrees. As shown in FIG. 5, a plurality of bolt holes 10F are formed.

  As shown in FIG. 6, coach bolts 13 are inserted into these bolt holes 10 </ b> F, and the respective attachment pieces 10 </ b> A and 10 </ b> B are fixed to the side surfaces of the trunk difference 6 orthogonal to the pillars 5 with these coach bolts 13. In this way, both the body difference 6 and the fire-braking joint brace connector 10 are integrally connected and fixed.

  The fire striking beam 10C is formed by cutting the both end surfaces of a rectangular steel pipe having a flat horizontal cross section up and down at an angle of 45 degrees, and the lower surfaces near both ends are respectively connected to the horizontal pieces of the mounting pieces 10A and 10B. Are attached to these mounting pieces 10A and 10B in a state where both end faces are in contact with the respective vertical pieces.

  Further, as shown in FIG. 8, the support plate 10D is formed of a steel plate having a right isosceles triangle shape, and the right angle corner is aligned with the edge of the right angle joint between the two mounting pieces 10A and 10B. The fixing pieces 10A and 10B are fixed by welding to the lower surfaces of the horizontal pieces.

  Moreover, as shown in FIG.8 and FIG.9, the brace coupling | bond part 10E has two upper and lower horizontal parts 10Ea and 10Eb formed by bending a narrow strip | belt-shaped steel plate in side view, and these horizontal parts 10Ea and 10Eb. It is composed of a pair of left and right four-sided side plates 10Ed having a parallel upper side and a lower side each having the same length as the vertical portion 10Ec and the horizontal portions 10Ea and 10Eb, and inside the side plates 10Ed. The surfaces are welded to the edges on both sides of the upper and lower horizontal parts 10Ea, 10Eb and the vertical part 10Ec, respectively.

  As shown in FIG. 8, a mounting hole 10Ee for connecting the brace 11 is formed in the horizontal portion 10Eb below the brace connecting portion 10E. The brace 11 is made of flat steel having a rectangular cross section that is flat on the top and bottom, and as shown in FIG. 9, the high-tension bolt 14 is attached to the mounting hole 11A formed at one end thereof and the mounting hole 10Ee. By attaching the nut 15 through it, it is fixed to the lower surface of the horizontal portion 10Eb.

  As shown in FIG. 6, a steel screw rod 11B having a screw formed at the tip is welded and fixed to the end of the brace 11 opposite to the end connected to the fire-brake combination brace connector 10. Thus, the tip ends of these screw rods 11B pass through attachment holes (not shown) formed at four locations around the connecting ring 12, and a double nut 16 is screwed on the inner peripheral side of the connecting ring. To prevent the connection ring from coming off.

  As shown in FIG. 1, each brace 11 connected to the fire-brace combination brace connector 10 arranged at the four corners of the rooms 1 </ b> B and 1 </ b> C is located on a diagonal line between the fire-brake combination brace connectors 10. Further, the connecting position of each screw rod 11 with respect to the connecting ring is adjusted by rotating the double nut 16 in the axial direction and fixed at an appropriate position.

  The adjustment of the double nut 16 is performed with the high tension bolts 14 and nuts 15 on the side of each bracing joint 10 being slightly loosened, and after the adjustment is completed, the high tension bolts 14 and nuts 15 are securely tightened and fixed. To do.

   In addition, since the position for connecting the brace 11 is provided at a position lower than the mounting positions of the two mounting pieces 10A and 10B, the fire-brace combination brace connecting tool 10 is provided in the center of these rooms 1B and 1C. Even when a beam having a lower end surface lower than 10B is provided, it is possible to pass the brace 11 below the beam.

  Further, in FIG. 1, a bracing plate described below is incorporated and reinforced in each of the portions P indicated by hatching in the rooms 1B and 1C adjacent to both sides of the room 1A where the earthquake-proof escape room 2 is located. Has been.

  As shown in FIG. 10 and FIG. 11, the bracing plate 17 is attached to a pair of pillars 5 erected next to each of these portions, and between these pillars 5 at a predetermined interval in the vertical direction. In addition, the stiles 18A, 18B, 18C, and 18D are fitted into three rectangular spaces formed therebetween.

  As shown in FIG. 12, these bracing plates 17 each have a rectangular steel frame portion 17A of the same size, and a rectangular steel plate 17B is welded and fixed inside thereof. In the present embodiment, the steel frame portion 17A is assembled in a rectangular shape by welding angle steels, and a plurality of mounting holes 17C are formed at predetermined intervals on each side. .

  As shown in FIGS. 10 and 11, these bracing plates 17 have four sides of the steel frame portion 17A on the opposite surfaces of the pillars 5 on both sides and the stiles 18A, 18B, 18C, 18D, respectively. Wood screws 20 and 21 are fixed to the mounting holes 17C.

  Further, the lowermost stile 18 </ b> A is in contact with the upper surface of the base 19, and the uppermost stile 18 </ b> D is in contact with the lower surface of the trunk difference 6. The vertical widths of the respective stiles 18A, 18B, 18C, and 18D are selected according to the vertical distance between the existing base 19 and the trunk difference 6, and the respective mounting heights between the pillars 5 are set.

  In addition, as shown in FIG. 10, in the present embodiment, a part of the bracing plate 17 disposed at the lowermost part of the bracing plate 17 is fixed to the hook 18A in the vicinity of both ends of the lower side of the steel frame portion 17A. The wood screws 21 are longer than the other wood screws 20, and the tips of these wood screws 21 penetrate deeply into the base 19 through the hook 18 </ b> A.

With such a structure, the pillars 5 on both sides are prevented from coming out of the base 19 via the bracing plate 17, so that the seismic resistance in the event of an earthquake is further improved.
It should be noted that a long wood screw 21 may be used for all of the lower side of the steel frame portion 17A of the lower bracing plate 17, and these long wood screws 21 are similarly attached to the uppermost portion. It may be used on the upper side of the steel frame portion 17A of the bracing plate 17 that is disposed, and may be inserted into the trunk difference 6 through the stile 18D.

  The present invention is not limited to the embodiment described above, and at least one room adjacent to the room in which the earthquake-proof evacuation room is incorporated is located above the rooms 1B and 1C shown in FIG. It is only necessary that a bracing and bracing connector is disposed at the four corners of the bracket, the brace is passed between them, and a bracing plate is installed between at least one adjacent column around the room.

  In addition, the installation location of the bracing joint brace connector, brace, and bracing plate is limited to the room adjacent to the room 1A where the earthquake-proof evacuation room 2 is installed, such as the rooms 1B and 1C shown in FIG. For example, it may be installed in a room that is not adjacent to the earthquake-proof evacuation room such as the second floor as necessary.

  In addition, the construction for applying the seismic reinforcement structure of the present invention to a wooden house can be performed simultaneously with the construction of installing an earthquake-proof evacuation room in an existing wooden house or after the completion of the installation. It is also possible to do it simultaneously.

  The seismic reinforcement structure of a wooden house according to the present invention is an earthquake resistance which can realize effective seismic reinforcement of a wooden house such as a house in which a seismic shelter with a steel structure is installed in at least one room on the first floor at low cost. It can be widely used as a reinforcing structure.

DESCRIPTION OF SYMBOLS 1 Wooden house 1A, 1B, 1C Room 2 Earthquake refuge room 2A Steel column 2B Ceiling frame 2C Ceiling panel 3 Concrete foundation 3A Anchor bolt 4 Tightening metal 4A Horizontal piece 4B Vertical piece 4C Reinforcement rib 4D Mounting hole 5 Column 6, 6 'trunk Difference 7 High-tensile bolt 8 Nut 9 Coach bolt 10 Bracing joint 10A, 10B Mounting piece 10C Fire beam 10D Support plate 10E Brace coupling portion 10Ea, 10Eb Horizontal portion 10Ec Vertical portion 10Ed Side plate 10Ee Mounting hole 11 Brace 11A Mounting hole 11B Screw rod 12 Connecting ring 13 Coach bolt 14 High tension bolt 15 Nut 16 Double nut 17 Bracing plate 17A Steel frame 17B Steel plate 17C Mounting holes 18A, 18B, 18C, 18D Stile 19 Base 20, 21 Wood screw

Claims (3)

Each side of the rectangular ceiling frame of the earthquake-proof evacuation room having a rectangular parallelepiped steel frame assembly structure fixed on the concrete foundation in at least one room on the first floor of a wooden house, and the vertical and horizontal directions above the room Are connected and fixed to each other via a plurality of tight fittings provided at predetermined intervals,
At least in the vicinity of the intersections of the vertical and horizontal waist differences connected to the four corner pillars of one room adjacent to the room, they are integrally connected so as to be orthogonal to the L shape in the horizontal plane. A pair of mounting pieces, a fire striking beam whose both ends are fixed to these mounting pieces, and a brace connecting device for fire-braking consisting of a brace connecting portion suspended downward between these mounting pieces,
In these bracing and bracing couplers, each of the pair of attachment pieces is fixed to the opposite side of the body difference with a coach bolt, and the brace coupling portion is passed diagonally above the room. Connected to the end of each brace,
At least a plurality of stiles are fixed at predetermined intervals in the vertical direction between a pair of adjacent pillars standing around a room where the braces are passed upwards,
In each rectangular space formed by surrounding the pair of pillars with up and down stiles, each rectangular space has a rectangular steel frame that fits into these rectangular spaces, and has a rectangular shape inside thereof. A bracing plate made by welding and fixing the steel plate of
A seismic reinforcement structure for a wooden house, characterized in that each of the four sides of the steel frame portion of the bracing plate is fixed at a plurality of locations with wood screws on each side of the stile facing the columns on both sides.   The bottom of the steel frame portion of the bracing plate arranged at the lowermost part between adjacent columns is fixed in contact with the upper surface of the base of the wooden house, and the lower side of the steel frame portion is 2. The earthquake-proof reinforcement structure for a wooden house according to claim 1, wherein at least a part of the wood screw fixed to the stake is screwed into the base through a tip of the stake.   The binding metal has a side surface shape in which a horizontal piece and a vertical piece made of steel are connected in an L shape, and a reinforcing rib having a right triangle shape is welded between the horizontal piece and the vertical piece, A high-tension bolt mounting hole is formed to fix it to the ceiling frame of the seismic refuge room, and the vertical piece is fixed to the side of the waist difference around the room where the seismic refuge room is installed. 3. A seismic reinforcement structure for a wooden house according to claim 1 or 2, wherein a mounting hole for a coach bolt is formed.

Images