HUH3533A - Reinforced concrete lamellated supporting structure, method for producing same as well as reinforced concrete panel, cradling tray and method for producing reinforced concrete casket panel of twin plate - Google Patents

Abstract

Double-skinned permanent formwork has at least one corrugated skin 11A and the skins spaced by spaces 133. Structures are formed by spanning the joint 14 between adjacent panels with reinforcement 243 and filling the structure with concrete. A mould framework (Fig. 11, not shown) allows a first skin 11 to be cast together with projecting spacers 133. This is then inverted and suspended from the top of the framework 31 whilst the other skin is cast. Various underground structures including retaining walls and reservoirs are disclosed. <IMAGE>

Description

The invention also relates to a method of reinforcing sheet metal reinforcement, in particular to dynamic stress and / or heavy-duty engineering structures, e.g. the construction of integrated wall and / or slab structures for slab walls, slack leaks, cupboards, swimming pools, tunnels, retaining walls, slabs, where the supporting structure is prefabricated and, if appropriate, filler material, eg. is formed as a combination of monolithic parts and / or couplings and / or auxiliary inserts and / or reinforcing discs and / or insulating layers and / or inserts working with the prefabricated elements. It is characterized in that, following the surface of the artwork (2), the reinforced concrete twin-plate cassette panels (1) are aligned with one another, directly aligned and / or superimposed along the edges (14) of the substrate concrete (215) or foundation (216). The panels (1) which are attached to one another, e.g. anchoring (251) and / or tensioning and / or temporary support (252). Auxiliary reinforcing inserts and / or stiffening discs and / or insulating layers and / or inserts are inserted into the interior space (12) between the panels (l) and the interior (12) e.g. the post-curing mixture (241), which is pressurized underneath, is at least partially filled with no joints and preferably without formwork, and optionally post-tensioned. Ádltutip Q.

Part of the invention is a reinforced concrete panel made of prefabricated and monolithic reinforced concrete measuring female structures, e.g. for uniformly dimensioned wall and slab structures with slab wall, slab, sink, basin, tunnel, retaining wall, slab etc. with at least two reinforced concrete slabs · The slabs surround the interior, the interior is preferably continuous and the slab joints are outer connected to the space, and the discs include reinforcing pads and optionally braces and / or spacers and / or insert members. It is characterized in that at least one of the discs (11) has a cassette-forming surface. Drawbars (134) are optionally concreted in the fractured plate (II) · Of the reinforcing inserts (131), those facing the load bearing direction are embedded in the plates (11) · The reinforcing inserts (131), the stiffeners (* ^ 2f) »Eg · concrete discs and spacers (133) substantially perpendicular to one of the slabs (ll) form a load-bearing lattice structure · the slabs (ll) may be curved and / or of different positions, varying and / or different thicknesses, and / or of quality and have thickness (114) and / or serration (115) and / or staircase along their flange (113) · Wa C

The present invention relates to a formwork tray for the production of a reinforced concrete twin-plate cassette panel comprising a support structure and moldings, preferably a production plate, a side edge frame, optionally an insertion insert and / or an aperture shuttering flange. The supporting structure of the lattice girders has two parallel planar grid side members and optionally near their ends connecting cross grid · Its special feature is that the upper belts of the lattice girders (311) (312) at least two _R substantially perpendicular to the upper theirs (312) longitudinal axis (313) axis (331) seen planet-

height (^ 33) varies according to uniform scale · At least one hanging strip (334) is connected to the planetary beam (33) · The planetary beam is connected to the upper belts (312) of the trusses (311) and to the planetary beam (334) ) by sliding connection (336) · The lower belts (314) of the trusses (311) are connected by a load-carrying chassis (316) to the chassis (322), possibly different from the shingle (316), the side boundary frame (323) is attached to the manufacturing plate (322), the socket insert (3 ^ 4) and the aperture shuttering flange are attached to the manufacturing plate (322) or the side boundary frame (323) · dVrCQ 'II dMCy

The present invention also relates to a method of manufacturing a reinforced concrete twin-plate cassette panel comprising forming a formwork tray with support structures and molding elements · Suspending and / or installing reinforcing inserts and optionally braces and / or spacers into the formwork tray formwork. the panel is concreted, the reinforced concrete panel is inverted, then the inverted plate is inserted into the mold space. Optional insert and / or shuttering flange are placed in the mold, and the next slab is then concreted. The solidified plate (II) is held in the mold space until the next plate has solidified, and the solidified plate is inverted, if appropriate, with the formwork tray or molding pieces.

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5988/88.

/1989.X ./

PUBLICATION LITERATURE

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Representative 29 UMC Patent Office, Budapest

THE

Reinforced concrete plate bearing structure, method for its implementation, reinforced concrete panel, shuttering tray, and method for the production of reinforced concrete twin-plate cassette panel civil engineering design company, Budapest 68%

CONCRETE AND CONCRETE INDUSTRY WORKS, Budapest 12%

HOTZ, Günter T., Wiehl, _N £ SK X '2o%

inventors:

Géza ADAMIS, Budapest%

KERTÉSZ Ádámné, Budapest%

Péter TÍMÁR, Budapest

Dr. Géza ZA3Z0N, Budapest

KREPÁRT János, Budakalász

HOTZ, Günter T., Wiehl, JiSTK p%

20%

Date of filing: November 22, 1988

FIELD OF THE INVENTION The present invention relates to a reinforced concrete plate bearing structure, in particular to dynamic structures and / or heavy loads of engineering structures, e.g. slabs, slabs, slabs, basins, tunnels, retaining walls, slabs for uniformly sized structural members, in particular wall and / or slab structures, which are prefabricated elements, couplings and optionally filler material, e.g. monolithic parts working with prefabricated elements

6826

- comprising 2 and / or additional reinforcing inserts and / or stiffening discs and / or insulating layers and / or inserts.

The present invention also relates to a method of forming a reinforced concrete sheet structure, wherein the support structure is made of prefabricated elements and optionally filler material, e.g. is formed as a combination of monolithic parts and / or couplings and / or additional reinforcing inserts and / or reinforcing discs and / or insulating layers and / or inserts working with the prefabricated elements.

Part of the invention is also a reinforced concrete panel for the production of reinforced concrete slabs, having at least two reinforced concrete slabs, the slabs enclosing an interior space, the interior preferably being continuous and connected to the outer space along the joining edges of the slabs; optionally containing braces and / or spacers and / or inserts.

Also included is a shuttering tray for the production of reinforced concrete twin-plate cassette panel comprising a support structure as well as forming molds, preferably a manufacturing plate, a side edge guard frame, optionally an insert and / or aperture shuttering flange, the support structure having two parallel it has a cross grid connecting the trusses at their ends.

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A further aspect of the invention is a process for making a reinforced concrete twin-plate cassette panel comprising forming a formwork tray with support structures and moldings, suspending and / or laying reinforcing and / or spacers reinforcing inserts and / or spacers into the formwork tray space. one panel of the cassette panel is concreted, the reinforced concrete panel is inverted, the inverted panel is then inserted into the mold, optionally an insert insert and / or an aperture shutter, and finally the next plate is concreted.

Heavy-duty engineering structures, particularly civil engineering works, are usually of monolithic or prefabricated reinforced concrete. The dimensional accuracy, material quality and surface appearance of the structural elements produced in the installed plant are superior to on-site concrete, they can be assembled with little on-site work, but their use is limited by the weight limits of transport measurement. Prefabricated structures may in some cases have a poor tolerance to base-point movements and dynamic stresses.

The justification of monolithic structures has remained mainly in the field of individual large-scale structures, where the size of the system due to technological requirements and the numerous inserts and / or breakthroughs would make the pre-fabrication uneconomical. It is a disadvantage, however, that monolithic structures are labor intensive and have extremely long construction times.

• ·

- 4 There are also structures made by combining two types of construction, such as prefabricated buildings with monolithic on-site connections or prefabricated structural elements that work together with monolithic concrete.

It is also considered to be a modern solution in which the prefabricated formwork, when filled with monolithic concrete, becomes the load-bearing element of the final structure. Some of them, such as those described in Hungarian Patent Application No. 191 47o, are applicable only to communal and residential buildings.

There are known structures made of prefabricated and monolithic structural elements that meet a specific purpose.

For example, the high-strength wall structure described in Hungarian Patent Application No. 177,284 is intended to limit the hermetically sealed spaces of high-pressure and high-temperature nuclear power plants. In essence, pre-assembled ironing units with sheeting are welded on site and then filled with concrete.

Hungarian Patent Application No. 184 47o discloses paving slabs made of reinforced concrete slabs. The formwork borders the form space of the monolithic core as the remaining formwork. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · Estonian Estonian that’s Estonian

- Includes 5 manifolds, while the main load bearing insert is welded to the monolithic core. The disadvantage of the structure is that it does not use the structural thickness due to the unfavorable placement of the main irons.

The manufacturing process of the reinforced concrete wall panel consisting of a lattice and two concrete shells and the equipment required for this are detailed in Hungarian Patent Application No. 192 o74.

OL ·

The grid is placed between two hinges, the panel is concreted in concrete shells and turned over. The process is pioneering in its own right and, as such, involves initial errors and elaborate details.

Particularly surface-to-surface, under-water, closed-gauge artwork, eg. For the construction of tunnels, the process described in Hungarian Patent Application No. 189,885 was developed. The method consists in fixing the iron assembly of the structure in the form of prefabricated reinforcement to the conveyor shutter and then concreting it at the construction site. The remaining tray is not involved in power play and is therefore not utilized.

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For the construction of simpler structures, a lying plate-like structure according to Hungarian Patent Application No. 194,349 can be used. It consists of reinforced concrete formwork of variable thickness, steel inserts and monolithic concrete layer.

• · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·

- 6 Use only for slabs.

The method known from the Hungarian patent application No. 19o2080 differs from the previous ones only in that the exposed surface layer is pre-embedded in the prefabricated reinforced concrete template. This is primarily the case with the aesthetic design of the subdivisions of metro stations.

The wall structure described in Hungarian Patent Application No. 187,892 was created to support soil masses. The two prefabricated walls of the retaining wall consist of concrete layers and also prefabricated ribs, which are grouped together and subsequently filled with, for example, earth or other filler material.

A similar, albeit slightly more sophisticated, barrier wall is described in Hungarian Patent Application No. 189,766. The disadvantage of both structures is that the facility implemented from it serves a single purpose is not generally applicable.

In this respect, the so-called "patent application", known from Hungarian Patent Application No. 187,455, represents a step forward. plywood panel and composite reinforced concrete structure.

This is an improved version of two reinforced concrete shells filled with monolithic cores. The prefabricated reinforced concrete layer, as part of the final structure, participates in the load-bearing capacity, thus enabling the finished structure to carry relatively large loads.

444 4 444 4 • 4 4 * 4 4 4

4 * 44 44 · · * 4 4

- 7 The layered panel structure can be used as a structural component of a wide variety of artworks for a wide range of purposes. Its only serious shortcoming is that it is extremely difficult to form nodes, especially in abnormal special situations. In such cases, assembly is cumbersome, and the need for live labor makes the otherwise versatile structure that can be used luckily uneconomical.

SUMMARY OF THE INVENTION The object of the present invention is to provide a reinforced concrete slab supporting structure that is capable of handling extremely high and / or dynamic loads by working together prefabricated and monolithic structural elements, power transfer at the boundary between prefabricated and monolithic bodies. It is also a goal that a wide variety of engineering artefacts, e.g. slit wall, water basin, tunnel, sink, retaining wall and slabs.

It is also an object of the invention to provide a prefabricated element for the construction of the structure, which comprises the bulk of the reinforcement of the final structure, and its structural thickness can vary within a single element corresponding to changes in stresses or structure contours. and a manufacturing process is available.

• · · · · · · · · · · · · · · · · · · ···

The inventive idea is based on the discovery that a reinforced concrete panel having two reinforced concrete panels defining the interior space can be adapted to withstand stresses varying in length and / or width by forming at least one of the panels in one or both directions to form a cassette. The same design also makes it possible for the prefabricated element to be fully included in the main reinforcement and distribution reinforcement needed near the panel connections.

In accordance with the object, the reinforced concrete slab supporting structure according to the invention, in particular engineering structures with dynamic stress and / or high loads, e.g. slabs, slabs, slabs, basins, tunnels, retaining walls, slabs for uniformly dimensioned structural members, in particular wall and / or slab structures, - which supports are prefabricated elements, couplings and, where appropriate, filler material, e.g. comprising monolithic parts and / or additional reinforcing inserts and / or reinforcing discs and / or insulating layers and / or inserts working with the prefabricated elements, - such that the prefabricated reinforced concrete elements are reinforced concrete twin-plate cassette panels, the panels being horizontal and In the case of the case, the panels are also connected in height terms, the panels preferably being interconnected, e.g. steel inserts, nets or baskets bent from them, · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · v «· ··

- by means of 9, the additional reinforcing pads generally extend into the interior space of adjacent panels, and the combination of panels and, optionally, a post-solidifying mixture acting as a filler material has at least partially angular rigidity, where appropriate to the degree of stress. is assembled into a tensioned three-dimensional structure.

A further feature of the reinforced concrete slab supporting structure of the present invention may be that in the slit wall slit groove, non-filler reinforced concrete twin-plate cassette panels are interconnected and form a gap support.

According to a further object of the invention, the method according to the invention is a reinforced concrete plate bearing structure, in particular engineering structures with dynamic stresses and / or high loads, e.g. - the construction of prefabricated wall elements and / or slabs for the construction of integrated wall and / or slab structures for slit walls, slit leaks, recesses, basins, tunnels, retaining walls, slabs, monolithic parts and / or couplings and / or auxiliary reinforcing inserts and / or reinforcing discs and / or insulating layers and / or inserts working together with the prefabricated elements - based on the reinforced concrete twin-plate cassette panels, graded to subfloor concrete

Ιο or by placing them alongside and / or over one another along the edges of the base; reinforcing by anchoring and / or tensioning and / or temporary support, additional reinforcing inserts and / or reinforcing discs and / or insulating layers and / or inserts are inserted into the interior space of the panels, e.g. at least partially filling with the post-curing mixture pressurized from below and at least partially free of formwork and preferably formwork, and optionally reworking the structure.

In one embodiment of the method, the reinforced concrete twin-plate cassette panels are bonded together without their connecting elements by means of their own reinforcing inserts.

In a further embodiment, reinforcing core is assembled from the reinforced concrete twin-plate cassette panels, the reinforced concrete twin-panel cassette panels forming the wall and / or slab of the artwork are temporarily secured to the reinforcing core, thereby making the articulated during construction. transformed into an artwork.

According to a further object, the reinforced concrete panel according to the invention is made of prefabricated and monolithic reinforced concrete engineering structures, e.g. slit wall, slit leaks, sink, basin, tunnel, retaining wall, mud slab, etc. for uniformly sized wall and slab structures, which have at least two reinforced concrete slabs, the slabs surround the interior, the interior is preferably continuous and connected to the outer space along the joints of the slabs, and the panels are reinforcing inserts and optionally braces and / or spacers and / or insert elements, - configured such that at least one of the disks has a fracture surface suitable for forming a cassette, optionally a draw bar is concreted into the fractured surface, and the main load-carrying inserts are included in the disks. embedded, reinforcing pads, braces, e.g. the concrete discs and spacers, which are substantially perpendicular to one of the slabs, form a load-bearing lattice structure, optionally curved and / or of different positions, of variable and / or different thicknesses and / or grades, with thickness and / or tooth and / or with steps.

The formwork tray according to the invention for the production of a reinforced concrete twin-plate cassette panel comprising a support structure and molding elements, preferably a production board, a side-edge frame, optionally an insert and / or an aperture shuttering flange, the support structure having two parallel lattice and with cross grid connecting the longitudinal bars near their ends • · · 4

- has 12, - is formed such that at least two planetary beams having at least two axial beams with their axes substantially perpendicular to the longitudinal axis of the upper belts, are arranged on the upper belts of the trusses; slats are connected, the planetary beam is connected to the upper girders of the trusses, the hanging strip is connected to the planetary beams by sliding connection, the lower chassis of the trusses is connected with a load transfer chassis, and the manufacturing plate is connected , and the squeegee insert and the aperture shutter flange are attached to the manufacturing plate or to the side boundary frame.

The present invention relates to a method of manufacturing a reinforced concrete twin-plate cassette panel, comprising: forming a formwork tray with support structures and moldings, inserting reinforcing inserts and optionally bracing and / or spacers into the formwork tray form, one of the reinforced concrete twin plate panels concreting, inverting the concreted solidified slab, then inserting the inverted slab in the mold, optionally inserting an insert and / or an aperture shutter, and finally inserting the next slab - based on the solidified slab

- 13 is held in the form space until the next plate has solidified, and the solidified plate is inverted, if necessary, with the formwork tray or molding pieces.

In one embodiment of the method, the already concreted slab is tensioned before the next slab is concreted.

Optionally, the stiffeners or spacers of the individually solidified sheets are joined together.

In one possible case, the reinforced concrete twin-plate cassette panel is cut to the desired size after the concrete has solidified.

The invention has several advantages. The reinforced concrete slab supporting structure of the present invention functions as a prefabricated and monolithic structure containing both monolithic structural elements, which are used in a variety of engineering works, e.g. slit wall, water basin, tunnel, sink, etc. may form a wall and / or ceiling structure. Relationships can be stiff.

The reinforced concrete slab support is also suitable for heavy loads and / or dynamic loads. Formwork and scaffolding are not required during the construction process. On-the-spot connections are extremely easy with minimal live work.

·· **

- 14 The requirements for the reinforced concrete twin-plate cassette panel are met, eg. Satisfaction tracking within a single panel is fully satisfied. The steel inserts in the main direction of load bearing are included in the plates so that the structural cross-section is fully utilized, thus making the structure very economical.

The insert plates, the insertion inserts required for the breakthroughs can be placed in the panel with manufacturing precision during the manufacturing process, no subsequent chiselling of the structure is required.

This feature allows the panels to be manufactured in strictly customized size, purpose and purpose in the factory.

The panel can play the role of any structural element in the finished structure.

The reinforced core with reinforced twin-plate panels, reinforced with a sheet-steel reinforcing core, is self-contained, renders a similarly structured structure during construction and, where appropriate, participates in the final power play as part of the finished structure.

Equipped with loop-like mandrels along their panel edges, additional reinforcement perpendicular to the interface edges is eliminated, eliminating the need for cumbersome, labor-intensive on-site ironing.

The formwork tray can be manufactured within the confines of the production dimensions, with reinforced concrete twin-plate cassette panels of any floor plan and height, with reliable placement of the formwork flanges and inserts.

The invention will now be described in more detail with reference to the accompanying drawings. The axonometric view of the typical structural and nodal solutions of the reinforced concrete slab

Second

Fig. 9A: assembly of wall and slab structure, a

Third

Fig. 6A is a sectional view of a reinforced concrete plate supporting structure, a

4th

Slit wall and slit leakage, FIG

5th

Figure 4-1

6th

Fig. 4A is a vertical sectional view of a plate-shaped pool;

8th

Fig. 4A is a side plan of the pool, a typical construction of a reinforced concrete twin-plate cassette panel, a

9th

Fig. 3A is an axonometric view of a detail of a disc in a sectional view;

11th

Figure 3 is an axonometric view of an embodiment of a formwork tray,

Figure 12 is a detail of the formwork tray, a

Figure 13 is a sectional view of the end of a planetary beam, a

Figure 14 is an axonometric view of the end of a planetary beam, a

Figure 15: Production stages of reinforced concrete twin-plate cassette panel

Figure 1 shows a reinforced concrete slab supporting structure for a multi-storey, partially divided tunnel integrated with the channel. In the supporting structure, both the load-bearing walls 212 and the slabs 211 and the partition walls 213 are performed by reinforced concrete twin-plate cassette panels. The load-bearing walls 212 are placed on a monolith reinforced concrete base plate 217.

The inner space 12 between the plates 11 of the reinforced concrete twin-plate cassette panel 1 is filled with post-solidifying mixture 241. The finished structure has corner stiffeners 214. The reinforced concrete twin-plate cassette panel 1, which is incorporated as an intermediate slab 211, is provided with a draw bar 134 for receiving tensile loads.

The connection between the slabs 211 and the double reinforced concrete panel panels of the walls 212 is shown in Fig. 2, the upper panel 11 of one of the panels 1 being removed for better visibility.

The assembly of the panels 1 made of welded bent mesh reinforcing steel 13 is complemented by on-site coupling pieces 243 also made of welded bent mesh. The space 12 between the plates 11 is filled with the curing mixture 241 in the finished structure.

Figure 3 shows a relationship between similar slabs 211. In the inner space 12 between the plates 11 of the reinforced concrete twin-plate cassette panels 1, the coupling pieces 243 placed along the joint edges 14 also serve as additional reinforcing inserts 244. In this connection, the pressure zone of the cross-section is provided by the post-solidification mixture 241.

In Figure 4, the inner space 12 between the plates 11 of the reinforced concrete twin-plate cassette panel 1 with a curing mixture 241, e.g. concrete, while the air gap between the panel 1 and the wall of the recesses 221 is formed by a barrier material 246, which is blocked from above, or by a curing compound 241, e.g. it is filled with curing mortar. Without fill, panel 1, either during construction, temporarily or permanently, serves as the gap support.

In the right part of Figure 4, the plates 11 of the panel 1 inserted into the slots 221 contain the cavity 117. Between the slabs 11, the tube 248, covered with piece material 247, contains the particle material 245 in the space between the panel 1 and the side surface 222 of the slots. The finished structure acts as a leak.

• · ♦ · · · · · ··· · · · · · · · · · · · · ·

The slot wall, slot support, and slot leakage shown in Figure 4 may be constructed continuously without the need for conventional sectioning.

In Fig. 5, the reinforced concrete twin-plate cassette panels 1 are stacked on top of each other to form a wall. Their shape is determined by the ground pressure acting on them.

The water basin shown in Figures 6 and 7 begins with the placement of the middle reinforced concrete twin-plate panels 1 on the base concrete 215 and the base 216. After casting with the post-solidifying mixture 241, the middle core itself becomes brittle.

Next, the reinforced concrete twin-plate cassette panels 1 of the wall 212 and the slab 211 are placed. The stability of the panels 1 is provided by anchoring 251 and temporary support 252. The interior space 12 between the plates 11 is filled with waterproof concrete 242.

Fig. 8 shows a typical construction of a reinforced concrete twin-plate cassette panel 1; Fig. 9 shows a possible design of the inner surface 111 of the plate 11 enclosing the inner space 12 with the ribs 112, lo. Figure 11 is a detail of the end of the plate 11 with the notch 115.

The panel 1 of Figure 8 is bordered on the upper side by a plate 11A with a fractured surface. This is where the drawbar 134 is concreted. One end of the 11 A * · «« · · tö tö tö · tö * · * * * * * * egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik egyik The lower panel 11 of panel 1 has a thickness 114 near its edge 113. The plate 11 is embedded with reinforcing pads 131, braces 132 and spacers 133. The latter pass through the interior 12.

The formwork tray of Figure 11 comprises a support structure 31, a manufacturing plate 322, and a side defining frame 323. The support structure 31 is made up of the lattice longitudinal supports 311 and the grid 315.

On the upper belts 312 of the truss 311, planetary beams 33 with an axis 331 perpendicular to their longitudinal axis 313 are laid. Planetary beams 33 are provided with suspension beams 334. The mounting strip 334 includes the threaded spindle 335.

The planetary beam 33 is connected to the upper belt 312 and the hanging strip 334 is connected to the planetary beam 33 by a sliding link 336. The lower belts 314 are connected by the load-bearing chassis 316, on which the manufacturing plate 322 is fastened. The side boundary frame 323 is coupled to the production plate 322.

For example, the coupling may be a screw 325 according to FIG.

The distribution of the screws 325 follows the shape of the manufacturing plate 322.

· · ·

- 2ο The manufacturing plate 322 is fitted with the release insert 324.

The 322 production plates can be slick, curved or fractured. Usually it consists of several disk units, preferably pieces of disk set.

The chassis 316 is composed of a set of ribs 317 and a manufacturing plate 322. They are rigidly attached. Alternatively, the manufacturing plate 322, not shown in Figure 12, is positioned between the bars of the lattice structure connecting the lower belts 314.

13 and 14, the planetary beam 33 on the upper belt 312 a

332 lifting struts. Lifting beams 332 of different heights 333 are fastened to the planetary beam 33 near the end 337. Their height 333 differs from one another by one module size, so that a single rotation of the planetary beam 33 results in one module size change of the manufacturing height.

The steps of the manufacturing process are shown in Figure 15. First, as shown in Fig. 15a, the formwork tray 3 is assembled from the support structure 31 and the moldings 32. The reinforcement pads 131, the stiffeners 132 and the spacers 133 are inserted into the mold space 321 and fixed, and the first panel 11 is then concreted.

• «

Then, the formwork tray 3 together with the plate 11 is shown in FIG. FIG. After solidification of the plate 11, the plate 15c. As illustrated in FIG. Into the format space 321 is inserted the figure 15d. 1 to 4, the molding pieces 32 and, if necessary, the insertion inserts not shown in the drawing, and the aperture-forming shuttering flanges, and the next slab 11 are also concreted. The latter state is shown in FIG. figure.

The operation steps are repeated until the procedure is completed.

The reinforced concrete plate support structure and reinforced concrete twin plate cassette panel according to the invention can be used almost unlimitedly in the field of engineering structures. It is especially important for dynamically stressed structures exposed to heavy loads. Due to its variability, any unique piece of art, eg. water basin, slit wall, tunnel, sink, etc. suitable for realization.

Claims (8)

1. Reinforced concrete plate bearing structure, especially for dynamic structures and / or heavy loads of engineering structures, e.g. slabs, slabs, slabs, basins, tunnels, retaining walls, slabs for uniformly sized structural members, in particular wall and / or slab structures, which are prefabricated elements, couplings and optionally filler material, e.g. comprising monolithic parts and / or additional reinforcing inserts and / or reinforcing discs and / or insulating layers and / or inserts working with the prefabricated elements, characterized in that the prefabricated reinforced concrete elements are reinforced concrete twin-plate cassette panels / 1 /, the panels / 1 / the panels are arranged in horizontal as well as optionally elevated positions, the panels / 1 / preferably connecting pieces / 243 / e.g. connected by means of steel inserts, nets or baskets bent therefrom, extending reinforcing inserts / 244 / extending generally into adjacent panels / 1 / into the interior space / 12 /, filling the panels / 1 / and optionally into the interior space / 12 / and the assembly of the post-solidifying mixture (241) having the function of at least part, is at least partially formed with a stiff joining structure (214), with an optionally stretched, spatial structure of thickness. • * The reinforced concrete slab support structure according to claim 1, characterized in that the slit wall / 22 / slit trench / 221 / unfilled interior space / 12 / reinforced concrete twin-plate cassette panels / 1 / are interconnected and form a slit support. 3. Process for reinforced concrete slab support, especially for dynamic structures and / or heavy loads of engineering structures, e.g. slab wall, slit leaking cupboard, basin, tunnel, retaining wall, slab for the construction of uniformly sized wall and / or slab structures, whereby the supporting structure is made of prefabricated elements, and in the case of z, e.g. formed as a combination of monolithic parts and / or coupling pieces and / or auxiliary inserts and / or reinforcing discs and / or insulating layers and / or inserts working with prefabricated elements, characterized in that reinforced concrete twin-plate cassette panels follow the surface of the artwork; / alignment, the alignment is performed by laying next to one another and / or superimposing the panels along the substrate concrete / 215 / or the base / 216 / by joining the edges / 14 directly to one another, e.g. by anchoring / 251 / and / or tensioning and / or temporary support / 252 /, reinforcing inserts / 244 / and / or stiffening discs and / or insulating layers and / or inserts in the space between the panels / 1 / plate / 11 / / 12 /, * · «* · - 24 for the interior / 12 / eg. with at least a partial filling of the post-curing mixture (241) pressurized from below and preferably formwork free (2), and optionally post-tensioning (2). Method according to claim 3, characterized in that the reinforced concrete twin-plate cassette panels are joined to one another by means of their own reinforcing inserts (131), without the joints (243). Method according to claim 3 or 4, characterized in that the reinforced concrete twin-plate cassette panels / 1 / reinforcing core / 23 / are assembled, the reinforced concrete twin-plate twin-plate / 212 / and / or slab / 211 / cassette panels (1) are attached to the brace core (23) by means of temporary protrusions (252), thereby rendering the brace (2) during construction, and the brace core (23) being optionally incorporated into the finished bracket (2). 6. Prefabricated reinforced concrete panel monolithic reinforced concrete engineering structures containing prefabricated and monolithic parts, eg. slit wall, slit leaks, sink, basin, tunnel, retaining wall, mud slab, etc. for uniformly sized wall and slab structures with at least two reinforced concrete slabs, the slabs will be surrounded by an interior space, the interior space preferably being continuous and along the joints of the slabs · «·· ············ ·· «« · 4 ♦ ··· ······················································································································· characterized in that at least one of the plates / 11 / has a fractured surface for forming a cassette, the concrete having a fractured surface / 11 / optionally a draw bar / 134 /, the reinforcing inserts / 131 / in the main direction of carrying the load / 11 / embedded, reinforcing pads / 131 /, stiffeners / 132 /, e.g. the concrete disks and / spacers / 133 / which are substantially perpendicular to one of the slabs / 11 / form a spatial lattice structure, the slabs / 11 / optionally curved and / or of different positions, of variable and / or different thickness and / or quality and have a thickness (114) and / or a tooth (115) and / or a staircase along their rim (113). 7. Formwork tray for the manufacture of a reinforced concrete twin-plate cassette panel, comprising a support structure and molding elements, preferably a production board, a side edge frame, optionally an insert and / or aperture shuttering flange, the support structure having two parallel longitudinal lattices and • 4 44 ···· ···· 9 4 4 · · · · · · · · · · · · · · ························································································································································· · / 312 / longitudinal axis / 313 / has a planetary beam / 332 / having a substantially perpendicular axis / 331 / with lifting stools / 332 /, the lifting stools / 332 / height / 333 / differing from each other by at least 33 / attached to a hanging bar / 334 /, connected to the planetary beam / 33 / to the trusses / 311 / to the upper belts / 312 /, to the planetary beam / 334 / to the planetary beam / 33 / to the sliding link / 336 / to the trusses / 311 / lower belts / 314 / load-carrying chassis / 316 / and manufacturing plate / 322 / interconnecting, if applicable, non-planar manufacturing plate / 322 / to chassis / 316 /, lateral boundary frame / 323 / to manufacturing plate / 322 /, an insertion insert (324) and an aperture shuttering flange and attached to the manufacturing plate / 322 / or to the side boundary frame / 323 /. 8. A method of manufacturing a reinforced concrete twin-plate cassette panel, comprising forming a formwork tray with support structures and moldings, suspending and / or installing reinforcing inserts and optionally stiffeners and / or spacers into the formwork tray form, one reinforced concrete twin-plate cassette panel. inverting the solidified slab, then inserting the inverted slab into the mold space, optionally inserting an insert insert and / or an aperture shutter, and finally the next slab