Combined floor support plate with detachable struts

By using composite floor decking with detachable purlins, the problems of steel waste and construction difficulty are solved, steel recycling and construction efficiency are improved, and a stable floor structure is formed.

CN113389311BActive Publication Date: 2025-12-30SUNWARD PREFAB TECH (GUANGZHOU) CO LTD
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Patent Information

Application Number
CN202110647866.1
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-06-10
Publication Date
2025-12-30
Estimated Expiration
2041-06-10

AI Technical Summary

Technical Problem

Existing reinforced concrete composite slabs and steel truss floor decks suffer from problems such as steel waste, high construction difficulty, and limited pipeline laying during construction.

Method used

The composite floor deck with detachable purlins includes a bottom formwork, connectors and detachable purlins connected by bolts. The purlins can be detachably installed on the bottom formwork to provide support and fix the reinforcing bars. The bottom formwork is recyclable.

Benefits of technology

Reduce steel usage, improve construction efficiency, simplify construction processes, lower costs, and ensure the stability and flatness of the floors.

✦ Generated by Eureka AI based on patent content.

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  • Figure CN113389311B_ABST
    Figure CN113389311B_ABST
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Abstract

The combined floor support plate with detachable purlin of the present application comprises a bottom formwork, a connecting piece fixedly arranged on the bottom formwork and used for supporting fixed reinforcement, and purlins detachably arranged on the bottom formwork through a connecting structure, all the purlins and all the connecting pieces being arranged on opposite two surfaces of the bottom formwork. Through the above arrangement, the bottom support is greatly reduced, the floor reinforcement is quickly and accurately installed, the construction is more convenient and fast, and the construction efficiency is improved, not only during construction, but also a firm and stable combined formwork is formed. Meanwhile, the two ways of directly using the reinforcement to replace the combined floor support plate method using truss reinforcement and recycling the bottom purlin also reduce the amount of floor steel and greatly reduce the cost input.
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Description

TECHNICAL FIELD

[0001] The present application belongs to the field of building construction, and particularly relates to a combined floor support plate with detachable purlins. BACKGROUND

[0002] The truss reinforced concrete composite slab and the reinforced truss floor support plate are common prefabricated floor building materials in the process of building floors, the truss reinforcement can serve as both floor reinforcement and enhance the overall rigidity of the floor during installation to bear the construction load, and at the same time reduce the construction formwork and support, but also has the following problems:

[0003] Compared with the formwork and support used in the construction process of the traditional cast-in-place concrete floor, the turnover material is reduced, but the amount of truss reinforcement is much larger than that of the reinforcement used in the cast-in-place concrete floor, and the main function of the truss reinforcement is construction "stirrup", which seems to be a bit expensive; at the same time, due to the existence of the steel truss, the pipeline laying and transverse steel bar threading of the floor are limited, which increases the construction difficulty for the installers. SUMMARY

[0004] In order to overcome the shortcomings of the prior art, the purpose of the present application is to provide a combined floor support plate with detachable purlins, which can be recycled and reduce the use of steel and construction support.

[0005] The purpose of the present application is achieved by the following technical solutions:

[0006] The combined floor support plate with detachable purlins comprises:

[0007] A bottom formwork;

[0008] A connecting piece fixedly arranged on the bottom formwork for supporting the fixed reinforcement;

[0009] A purlin detachably arranged on the bottom formwork through a connecting structure, all the purlins and all the connecting pieces being arranged on opposite sides of the bottom formwork.

[0010] Further, the connecting structure is a bolt, and the purlin is detachably arranged on the bottom formwork through the bolt.

[0011] Further, the connecting piece has a plurality of connecting pieces arranged on the bottom formwork at intervals along the same straight line.

[0012] Further, the connecting piece is provided with a buckle groove for fixing the reinforcement.

[0013] Further, the buckle groove includes a first buckle groove for buckling the steel bars laid along the length direction of the bottom formwork, a second buckle groove for buckling the steel bars laid along the width direction of the bottom formwork, and a third buckle groove for buckling the steel bars laid along the oblique direction of the bottom formwork.

[0014] Further, the purlins are multiple and are arranged on the bottom formwork in the same direction.

[0015] Further, the purlins are multiple and are laid along the length direction or the width direction or the oblique direction of the bottom formwork.

[0016] Further, the leveling member is arranged on the bottom formwork at one end and is free at the other end.

[0017] Further, the bottom formwork is a fiber cement board, a bamboo plywood or a cement-based prefabricated board.

[0018] Further, the cross-sectional shape of the purlin is Z-shaped, V-shaped or inverted U-shaped.

[0019] Compared with the prior art, the application has the following beneficial effects:

[0020] The combined floor support plate with detachable purlins has the following advantages: the bottom formwork is laid on the floor with the surface with the connecting member as the upper surface, the purlins of the bottom formwork can support the bottom formwork to prevent the bottom formwork from being bent and deformed, the connecting pipes and lines can be laid on the upper surface, the steel bars are fixed on the connecting member after the laying is completed, the concrete is poured, the purlins are detached and recycled, the construction is more convenient and efficient, the steel bar truss and the purlins can be recycled, the amount of steel is reduced, and the cost is greatly reduced. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 is a structural schematic diagram of a preferred embodiment of the combined floor support plate with detachable purlins of the application;

[0022] Figure 2 is a front view of a preferred embodiment of the combined floor support plate with detachable purlins of the application;

[0023] Figure 3 is a side view of a preferred embodiment of the combined floor support plate with detachable purlins of the application;

[0024] Figure 4 is a top view of a preferred embodiment of the combined floor support plate with detachable purlins of the application.

[0025] Fig.:

[0026] 1, bottom template; 2, connecting piece; 3, purlin; 4, steel bar; 5, leveling component; 6, bolt. DETAILED DESCRIPTION

[0027] The application will be further described below in conjunction with the drawings and specific embodiments. It should be noted that the following described embodiments or technical features can be combined in any manner to form new embodiments without conflict.

[0028] The application refers to Figures 1-4 As shown, it comprises a bottom template 1, connecting pieces 2 fixedly arranged on the bottom template 1 and used for supporting and fixing steel bars 4, and purlins 3 arranged on the bottom template 1 in a detachable manner through connecting structures. All the purlins 3 and all the connecting pieces 2 are arranged on opposite two surfaces of the bottom template 1 respectively. In this embodiment, the above-mentioned arrangement is used in construction. First, the surface of the bottom template 1 with the connecting pieces 2 is taken as the upper surface and laid in the floor. At this time, the purlins 3 of the bottom template 1 can support the bottom template 1 to prevent it from being bent and deformed. Then, workers can lay connecting pipes and lines on the upper surface (at this time, the upper surface is used for erecting the steel bars 4, and the pipes and lines are laid more conveniently, improving the construction efficiency). After completion, the steel bars 4 are installed and fixed on the connecting pieces 2 and the concrete is poured (the concrete is poured only on the upper surface provided with the connecting pieces 2). Finally, the purlins 3 are detached and recycled. Through the above-mentioned construction method, in the case of forming a firm and stable floor, not only is the construction more convenient and fast, improving the construction efficiency, but also the steel bar 4 truss and the purlin 3 can be recycled, reducing the amount of steel material and greatly reducing the cost investment.

[0029] The connecting structure in this embodiment is a bolt 6, and the purlin 3 is arranged on the bottom template 1 in a detachable manner through the bolt 6. Through the use of the bolt 6 for connection and fixation, not only is the material convenient to obtain, but also workers can simply and quickly realize the disassembly and assembly between the purlin 3 and the bottom template 1, reducing the processing difficulty and improving the construction efficiency. In other embodiments, the connecting structure can also be a buckle connecting structure, such as a clamping groove. When installed, the purlin 3 is slid into the clamping groove and detachably fixed on the bottom template 1.

[0030] In the production of the embodiment, the various parts can be prepared first and then assembled. First, the connecting piece 2 is fixed to the bottom template 1 by a countersunk screw. Then, the bottom template 1 is turned over, and the purlin 3 is detachably fixed to the bottom template 1 by a bolt 6. At this time, the combined floor support plate is formed and can be directly fixed to the floor for construction. In order to improve the stability of the connection, the connecting piece 2 and the purlin 3 are symmetrically arranged on the two opposite surfaces of the bottom template 1. When the bolt 6 is installed, it passes through the purlin 3, the bottom template 1, and the connecting piece 2 in sequence, so that the overall connection is more stable and firm. At the same time, the bolt 6 does not pass through the connecting piece 2, preventing the bolt 6 from being unable to be unscrewed after pouring concrete. Preferably, the bottom template 1 in the embodiment is a fiber cement board, a cement-based prefabricated board, or a bamboo plywood.

[0031] In the embodiment, the connecting piece 2 is provided in multiple numbers and is arranged on the bottom template 1 at intervals along the same straight line. In the embodiment, the main function of the connecting piece 2 is to provide support and fixation for the steel bar 4. Therefore, after multiple connecting pieces 2 are arranged, the steel bar 4 can be more stably erected on the bottom template 1, without affecting the laid pipes and wires, and can also provide stiffness to the concrete, improving the stability of the floor after construction. Specifically, the connecting pieces 2 can be arranged in an array to ensure that the erection direction of the steel bar 4 is more diversified.

[0032] In the embodiment, the connecting piece 2 is provided with a buckle slot for fixing the steel bar 4. Through the fixing mode of the buckle slot, the steel bar 4 can be more stably fixed on the connecting piece 2 and will not loosen, avoiding affecting the construction. At the same time, the buckle slot in combination with the multiple connecting pieces 2 can ensure the straightness and stability of the whole straight steel bar 4 during erection, making the formed floor more level and firm.

[0033] Specifically, the buckle slot includes a first buckle slot for buckling the steel bar 4 laid along the length direction of the bottom template 1, a second buckle slot for buckling the steel bar 4 laid along the width direction of the bottom template 1, and a third buckle slot for buckling the steel bar 4 laid along the diagonal direction of the bottom template 1. Through the arrangement of the three buckle slots, the erection direction of the steel bar 4 also has horizontal, vertical, and diagonal directions, which can be adjusted according to the actual situation on site. In other embodiments, only one or any two of the above three buckle slots can be arranged.

[0034] Similarly, in the embodiment, the purlin 3 is provided in multiple numbers and is arranged on the bottom template 1 at intervals along the same direction. Through the arrangement of multiple purlins 3, the bottom template 1 can be better formed to prevent the bottom template 1 from deforming. At the same time, the bottom template 1 can increase its own specifications under the premise of ensuring construction safety, reducing the splicing process during construction.

[0035] Specifically, in this embodiment, multiple purlins 3 are laid along the length, width, or diagonal direction of the bottom formwork 1. By fixing multiple purlins 3 in the same direction, more stable support can be provided to the bottom formwork 1, while also reducing assembly time. In other embodiments, purlins 3 can be simultaneously installed in two of the above three directions, or even in all three directions, to maximize support for the bottom formwork 1 and ensure construction safety.

[0036] In this embodiment, the composite floor deck also includes a leveling component 5 for leveling the bottom formwork 1 when two adjacent bottom formwork 1s are spliced. One end of the leveling component 5 is rotatably mounted on the bottom formwork 1, and the other end is a free end. The rotating end of the leveling component 5 is located at the edge of the bottom formwork 1. When two adjacent bottom formwork 1s are spliced, the leveling component 5 can be rotated so that its free end faces the other bottom formwork 1 (the leveling component 5 on the other bottom formwork 1 performs the same action). By having the leveling components 5 on the two bottom formwork 1s contact the bottom formwork 1 on the adjacent side, it is ensured that the bottom formwork 1s on the same floor are all on the same horizontal plane, so that the height of the final floor is consistent throughout.

[0037] In this embodiment, the cross-sectional shape of the purlin 3 is Z-shaped, V-shaped, or inverted U-shaped. The purlin 3 is usually made of steel to provide stable support. The cross-sectional shape of the purlin 3 can be selected and designed according to the actual processing conditions. This invention does not limit the shape of the purlin 3.

[0038] The above embodiments are merely preferred embodiments of the present invention and should not be construed as limiting the scope of protection of the present invention. Any non-substantial changes and substitutions made by those skilled in the art based on the present invention shall fall within the scope of protection claimed by the present invention.

Claims

1. A composite floor deck with removable struts, characterized by, The utility model relates to a bottom template (1) and connecting piece (2) and purlin (3) and leveling component (5) and bottom template (1) and connecting piece (2) and purlin (3) and leveling component (5) are connected. Bottom template (1); Connecting piece (2) is fixedly arranged on the bottom template (1) and is used for supporting fixed reinforcement (4); Purlin (3) is detachably arranged on the bottom template (1) through connecting structure, all the purlin (3) and all the connecting piece (2) are arranged on opposite two sides of the bottom template (1) respectively; The connecting piece (2) is provided with buckle groove for fixing reinforcement (4); The buckle groove includes first buckle groove for buckling reinforcement (4) along the length direction of the bottom template (1), second buckle groove for buckling reinforcement (4) along the width direction of the bottom template (1) and third buckle groove for buckling reinforcement (4) along the oblique direction of the bottom template (1).

2. The composite floor deck with removable struts according to claim 1, wherein: The connecting structure is bolt (6), and the purlin (3) is detachably arranged on the bottom template (1) through bolt (6).

3. The composite floor deck with removable struts of claim 1, wherein: The connecting piece (2) is multiple and is spaced apart on the bottom template (1) along the same straight line.

4. The composite floor deck with removable struts of claim 1, wherein: The purlin (3) is multiple and is spaced apart on the bottom template (1) along the same direction.

5. The composite floor deck with removable struts of claim 1, wherein: The purlin (3) is multiple and is arranged along the length direction or the width direction or the oblique direction of the bottom template (1).

6. The composite floor deck with removable struts of claim 1, wherein: It further includes leveling component (5) for leveling bottom template (1) when two adjacent bottom template (1) are spliced, one end of the leveling component (5) is rotatably arranged on the bottom template (1), and the other end is a free end.

7. The composite floor deck with removable struts of claim 1, wherein: The bottom template (1) is fiber cement board, bamboo plywood or cement-based prefabricated board.

8. The composite floor deck with removable struts of claim 1, wherein: The cross-sectional shape of the purlin (3) is Z-shaped, V-shaped or inverted U-shaped.

Citation Information

Patent Citations

  • End supporting joint structure and construction method of detachable steel bar truss plate

    CN108625488A

  • Optimal rib board with horse stool supports

    CN110080447A

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    CN212535062U

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    CN216042044U