Firmly-connected concrete laminated slab structure for building

By setting adjustable spacing steel bar limiters on the precast base plate, the problems of easy displacement and uneven distribution of steel bars are solved, achieving overall stability and stress balance of the concrete composite slab, and improving construction quality and service life.

CN120889359APending Publication Date: 2025-11-04SUZHOU LIANGPU ENERGY-SAVING NEW MATERIAL CO LTD
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Patent Information

Application Number
CN202510963539.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-07-14
Publication Date
2025-11-04

AI Technical Summary

Technical Problem

In existing concrete composite slabs, the reinforcing bars are prone to displacement during construction. The bottom is relatively stable, but the top is not. Furthermore, the density of the reinforcing bars is difficult to adjust according to the needs of the wall, resulting in insufficient overall stability.

Method used

Adjustable spacing steel bar limiting devices are used on the precast base plate. The steel bar limiting devices are equipped with horizontal and vertical bar limiting holes. The horizontal and vertical bars are arranged perpendicularly and cross each other. The cross section is a regular hexagon. This ensures that the steel bars do not shift during concrete pouring. The spacing of the steel bars can be adjusted to control the arrangement density.

Benefits of technology

It improves the overall stability of the composite slab, ensures uniform stress distribution in each part, avoids poor local stability caused by uneven distribution of reinforcing bars, and extends service life.

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Abstract

The invention discloses a firmly-connected building concrete laminated slab structure, and belongs to the technical field of buildings, the firmly-connected building concrete laminated slab structure comprises a prefabricated bottom plate, a connecting groove is formed in the prefabricated bottom plate, a steel bar limiting piece is adjustably connected in the connecting groove, and a plurality of transverse bar limiting holes and a plurality of vertical bar limiting holes are formed in the steel bar limiting piece; the transverse bars penetrate through the transverse bar limiting holes, the vertical bars penetrate through the vertical bar limiting holes, the transverse bars and the vertical bars are vertically arranged in a crossed mode, a concrete layer is poured on the prefabricated bottom plate, and the concrete layer submerges the steel bar limiting pieces. The spacing-adjustable steel bar limiting pieces are arranged on the prefabricated bottom plate, the transverse bar limiting holes and the vertical bar limiting holes are formed in the steel bar limiting pieces, and the spacing between the transverse bars and the vertical bars can be adjusted according to requirements, so that the arrangement density of the steel bars is controlled, the stability of the whole laminated slab after forming is controlled, and the production efficiency of the laminated slab is improved. And the structure ensures that the reinforcing steel bars do not displace when the concrete is poured, so that the stability of each part of each laminated slab is ensured.
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Description

TECHNICAL FIELD

[0001] The present application belongs to the field of building technology, and particularly relates to a concrete composite slab structure for building with firm connection. BACKGROUND

[0002] The concrete composite slab is a kind of assembled monolithic structure composed of a prefabricated prestressed concrete bottom plate (or a prefabricated bottom plate) and a cast-in-situ concrete layer (or a cast-in-situ slab), and has good integrity and seismic resistance. The concrete composite slab saves the formwork in construction, accelerates the construction progress, and thus reduces the engineering cost. At present, the process for manufacturing the concrete composite slab at the construction site is as follows: the prefabricated bottom plate is laid at the construction site, and the cast-in-situ concrete is poured on the prefabricated bottom plate. The cast-in-situ concrete is solidified to form the cast-in-situ slab, thereby forming the prefabricated concrete composite slab.

[0003] Generally, in order to increase the stability of the composite slab, the steel bars are usually laid on the prefabricated bottom plate, and then the concrete is poured, so that the whole composite slab has good overall structural stability after being formed and is not easy to be broken during the hanging process.

[0004] However, the existing technology usually places the triangular steel bars on the prefabricated bottom plate, and then places the steel bars in the triangular steel bars. This structure is easy to cause displacement of the steel bars during pouring of the concrete, and the steel bars are generally located at the bottom, and the stability of the top is poor compared with the bottom. Meanwhile, using the existing traditional method, the arrangement density of the steel bars cannot be controlled according to the use of different walls, so as to control the overall stability of the steel composite slab. SUMMARY

[0005] The present application aims at solving the problem that the existing technology usually places the triangular steel bars on the prefabricated bottom plate, and then places the steel bars in the triangular steel bars. This structure is easy to cause displacement of the steel bars during pouring of the concrete, and the steel bars are generally located at the bottom, and the stability of the top is poor compared with the bottom. Meanwhile, using the existing traditional method, the arrangement density of the steel bars cannot be controlled according to the use of different walls, so as to control the overall stability of the steel composite slab.

[0006] In order to achieve the above-mentioned purpose, the present application adopts the following technical scheme: a concrete composite slab structure for building with firm connection, comprising a prefabricated bottom plate, a connecting groove is arranged on the prefabricated bottom plate, a steel bar limiting piece is adjustably connected in the connecting groove, a plurality of horizontal bar limiting holes and a plurality of vertical bar limiting holes are arranged on the steel bar limiting piece, a horizontal bar passes through the horizontal bar limiting hole, a vertical bar passes through the vertical bar limiting hole, the horizontal bar and the vertical bar are arranged in cross and perpendicular, a concrete layer is poured on the prefabricated bottom plate, and the concrete layer submerges the steel bar limiting piece.

[0007] As a further description of the above technical solutions:

[0008] The cross section of the reinforcing steel bar limiting piece is a regular hexagon.

[0009] As a further description of the above technical solutions:

[0010] The bottom of the reinforcing steel bar limiting piece is provided with a clamping body which is clamped in the connecting groove.

[0011] As a further description of the above technical solutions:

[0012] The plurality of horizontal rib limiting holes pass through the front and back sides of the reinforcing steel bar limiting piece, and the plurality of horizontal rib limiting holes spread outward from the center of the reinforcing steel bar limiting piece.

[0013] As a further description of the above technical solutions:

[0014] The plurality of vertical rib limiting holes pass through the left and right sides of the reinforcing steel bar limiting piece, and the plurality of vertical rib limiting holes and the plurality of horizontal rib limiting holes are different in height.

[0015] As a further description of the above technical solutions:

[0016] The bottom of the prefabricated bottom plate is provided with a mounting groove, and the mounting groove is provided with a lifting piece.

[0017] As a further description of the above technical solutions:

[0018] The lifting piece is detachably connected in the mounting groove.

[0019] As described above, due to the adoption of the above technical solutions, the beneficial effects of the present application are:

[0020] 1、In the present application, by setting the reinforcing steel bar limiting piece with adjustable spacing on the prefabricated bottom plate, the reinforcing steel bar limiting piece is provided with a plurality of horizontal rib limiting holes and a plurality of vertical rib limiting holes, the spacing between the horizontal rib and the vertical rib can be adjusted according to the requirements, so as to control the arrangement density of the reinforcing steel bars, control the stability of the entire composite board after forming, and ensure that the reinforcing steel bars will not displace during pouring of concrete, ensuring the stability of each part of each composite board, avoiding uneven distribution of reinforcing steel bars, and leading to poor stability of the composite board in some positions and easy breakage.

[0021] 2、In the present application, the cross section of the reinforcing steel bar limiting piece is set as a regular hexagon, the stress around is balanced during pouring of concrete, the internal stress is balanced during lifting and transportation, and the service life is greatly improved. BRIEF DESCRIPTION OF DRAWINGS

[0022] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings needed to be used in the embodiments will be briefly introduced as follows. Obviously, the drawings below only show some of the embodiments of the present application, and should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained without creative labor.

[0023] Figure 1 Exploded view of a robustly connected building concrete composite slab structure Figure One .

[0024] Figure 2 Detail of a robustly connected building concrete composite slab structure Figure One .

[0025] Figure 3 Sectional view of a robustly connected building concrete composite slab structure Figure One .

[0026] Figure 4 Exploded view of a robustly connected building concrete composite slab structure Figure Two .

[0027] Figure 5 Detail of a robustly connected building concrete composite slab structure Figure Two .

[0028] Figure 6 Sectional view of a robustly connected building concrete composite slab structure Figure Two .

[0029] BRIEF DESCRIPTION OF DRAWINGS

[0030] 1 - prefabricated base plate; 2 - connecting groove; 3 - reinforcing bar limiting piece; 4 - transverse bar limiting hole; 5 - vertical bar limiting hole; 6 - transverse bar; 7 - vertical bar; 8 - concrete layer; 11 - mounting groove; 12 - hoisting piece. DETAILED DESCRIPTION

[0031] The technical solutions in the embodiments of the present application will be described clearly and completely below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, but not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of the present application.

[0032] In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the following will clearly and completely describe the technical solutions in the embodiments of the present application with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only some but not all of the embodiments of the present application. The components of the embodiments of the present application described and shown in the drawings can be arranged and designed in various different configurations.

[0033] Therefore, the following detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the claimed present application, but only represents selected embodiments of the present application. All other embodiments obtained by those of ordinary skill in the art based on the embodiments in the present application without creative labor are within the scope of protection of the present application.

[0034] It should be noted that: similar reference numerals and letters represent similar items in the following drawings, therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0035] In the description of the embodiments of the present application, it should be noted that the orientation or positional relationship indicated by the terms "upper", "inner" and the like is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship commonly placed when the product of the present application is used, and is only for the convenience of describing the present application and simplifying the description, and does not indicate or imply that the indicated device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application.

[0036] In the description of the present application, it should also be noted that, unless otherwise explicitly specified and limited, the terms "arrange", "mount", "connect", "connect" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be directly connected, or indirectly connected through an intermediate medium, or the communication inside two elements. For those of ordinary skill in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0037] Please refer to Figures 1-6 The present application provides a technical solution: a firm connection building concrete composite slab structure, comprising a prefabricated bottom plate 1, the prefabricated bottom plate 1 is provided with a connecting groove 2, a steel bar limiting piece 3 is adjustably connected in the connecting groove 2, a plurality of horizontal steel bar limiting holes 4 and a plurality of vertical steel bar limiting holes 5 are arranged on the steel bar limiting piece 3, a horizontal steel bar 6 passes through the horizontal steel bar limiting hole 4, a vertical steel bar 7 passes through the vertical steel bar limiting hole 5, the horizontal steel bar 6 and the vertical steel bar 7 are arranged in cross and perpendicular, a concrete layer 8 is poured on the prefabricated bottom plate 1, and the concrete layer 8 submerges the steel bar limiting piece 3.

[0038] The cross section of the reinforcing steel bar limiting piece 3 is a regular hexagon. The cross section of the reinforcing steel bar limiting piece is a regular hexagon, which is balanced in stress around when pouring concrete, balanced in stress inside when hoisting and transporting, and greatly improves the service life.

[0039] The bottom of the reinforcing steel bar limiting piece 3 is provided with a clamping body which is clamped in the connecting groove.

[0040] The reinforcing steel bar limiting piece 3 is provided with a plurality of transverse bar limiting holes 4 which penetrate the front and back sides of the reinforcing steel bar limiting piece 3, and a plurality of transverse bar limiting holes 4 spread outward from the center of the reinforcing steel bar limiting piece 3. The height and spacing of the transverse bars and vertical bars can be adjusted, and the reinforcing steel bars of the composite board after pouring can be located at the bottom and the middle.

[0041] The reinforcing steel bar limiting piece 3 is provided with a plurality of vertical bar limiting holes 5 which penetrate the left and right sides of the reinforcing steel bar limiting piece 3, and the height of the plurality of vertical bar limiting holes 5 is different from that of the plurality of transverse bar limiting holes 4. The transverse bars and vertical bars are prevented from interfering with each other when extending through.

[0042] The bottom of the prefabricated bottom plate 1 is provided with a mounting groove 11, and the mounting groove 11 is provided with a hoisting piece 12.

[0043] The hoisting piece 12 is detachably connected in the mounting groove 11. The hoisting piece can be easily detached, and can be used later.

[0044] Working principle: by setting the reinforcing steel bar limiting piece with adjustable spacing on the prefabricated bottom plate, the reinforcing steel bar limiting piece is provided with a plurality of transverse bar limiting holes and a plurality of vertical bar limiting holes, the spacing between the transverse bars and the vertical bars can be adjusted according to the requirements, so as to control the arrangement density of the reinforcing steel bars, control the stability of the entire composite board after forming, and ensure that the reinforcing steel bars will not displace when pouring concrete, ensure the stability of each part of each composite board, and avoid uneven distribution of reinforcing steel bars, which leads to poor stability of the composite board in some positions and easy breakage.

[0045] The above is only the preferred specific embodiment of the present application, but the protection scope of the present application is not limited thereto, any person skilled in the art can make equivalent replacement or change according to the technical scheme and the inventive concept of the present application within the technical range disclosed by the present application, which should be covered in the protection scope of the present application.

Claims

1. A robustly connected concrete composite slab structure for building construction, characterized in that, The system includes a precast base slab with a connecting groove. A reinforcing bar limiting member is adjustablely connected to the connecting groove. The reinforcing bar limiting member has several horizontal reinforcing bar limiting holes and several vertical reinforcing bar limiting holes. The horizontal reinforcing bars pass through the horizontal reinforcing bar limiting holes, and the vertical reinforcing bars pass through the vertical reinforcing bar limiting holes. The horizontal and vertical reinforcing bars are arranged perpendicularly to each other. A concrete layer is poured on the precast base slab, and the concrete layer submerges the reinforcing bar limiting member.

2. The firmly connected concrete composite slab structure for building construction according to claim 1, characterized in that, The cross-section of the steel bar limiting member is a regular hexagon.

3. A firmly connected concrete composite slab structure for building construction according to claim 2, characterized in that, The bottom of the rebar limiting component is provided with a locking body, which is correspondingly engaged in the connecting groove.

4. A firmly connected concrete composite slab structure for building construction according to claim 1, characterized in that, Several transverse reinforcing bar limiting holes penetrate the front and rear sides of the reinforcing bar limiting member, and the several transverse reinforcing bar limiting holes diffuse outward from the center of the reinforcing bar limiting member.

5. A firmly connected composite concrete slab structure for building construction according to claim 1, characterized in that, Several vertical bar limiting holes penetrate the left and right sides of the bar limiting member, and the heights of the several vertical bar limiting holes and the several horizontal bar limiting holes are different.

6. A firmly connected composite concrete slab structure for building construction according to claim 1, characterized in that... The precast base plate has an installation groove at its bottom, and a lifting component is installed in the installation groove.

7. A firmly connected concrete composite slab structure for building construction according to claim 1, characterized in that, The lifting component is detachably connected to the mounting slot.