Steel structure laminated floor support plate back-to-top support
By designing a back-top bracket for steel structure overlapping floor bearing plate construction, a combination structure of bottom beam, connecting support, vertical foundation pipe, vertical support pipe, top support and top beam is solved, the problem of the back-top bracket easily rolling under wind load in the prior art, achieving more efficient construction and lower costs.
Patent Information
- Application Number
- CN202421787093.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-25
- Publication Date
- 2025-04-25
- Estimated Expiration
- 2034-07-25
AI Technical Summary
In the construction of steel structure overlapping floor bearing plates, the prior art is difficult to prevent the back-top bracket from rolling and overturning under wind loads, resulting in low construction efficiency and high cost.
A steel structure overlapping floor bearing plate back-top bracket is designed, and a combination structure of bottom beam, connecting support, vertical foundation pipe, vertical support pipe, top support and top beam is designed. The bottom beam of the bracket is fixed by connecting support to reduce the risk of rollover, and the stability of the bracket is ensured through adjustable vertical support pipe and top support structure.
This design effectively prevents the back-top bracket from rolling over and overturning under wind load, improves construction efficiency, reduces costs, and enhances the stability of the bracket system.
Smart Images

Figure CN222797156U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of steel structure composite floor construction, in particular to a steel structure composite floor deck return bracket. Background Art
[0002] For the construction of steel structure composite floor decking, the conventional practice is to erect conventional formwork from the ground, which is costly and slow in construction.
[0003] There is also a construction method that uses a rectangular beam to be erected on the steel frame flange plate for top return. There is no connection between the square steel pipe and the flange plate, which is prone to lateral displacement and causes the entire bracket to overturn. Summary of the invention
[0004] The technical problem to be solved by the utility model is to provide a steel structure composite floor decking return bracket which can prevent the overall rollover, and the bracket is erected with the steel beam as the fulcrum to return the floor decking.
[0005] In order to solve the above technical problems, the technical solution adopted by the utility model is:
[0006] A steel structure composite floor decking return support, comprising a bottom beam, a connecting support, a vertical base pipe, a vertical support pipe, a top support and a top beam; the connecting support comprises a support panel, a support bottom plate and fasteners, the support bottom plate and the support panel are respectively located on the upper and lower sides of the lower flange plate of the steel structure main beam, and the support panel and the support bottom plate are connected to the lower flange plate by fasteners; a vertical connecting plate is arranged on the support panel, and the two ends of the bottom beam are respectively fixed on a vertical connecting plate of the connecting support; the vertical base pipe is arranged in the middle of the bottom beam; the vertical support pipe can be rotatably arranged in the vertical base pipe; the top support is threadedly connected to the vertical support pipe, and a horizontal rod for rotating the vertical support pipe is arranged on the vertical support pipe, and the length of the threaded joint between the vertical support pipe and the top support is adjusted by rotating the horizontal rod; the top beam is arranged on the top support for returning the floor deck.
[0007] The fasteners connecting the support include a screw and a nut; the screw is welded to the lower end of the support panel.
[0008] The bottom beam is vertically arranged between two steel structure main beams, and the top beam is parallel to the steel structure main beams.
[0009] The two ends of the bottom beam are connected to the vertical connecting plates of the connecting support by bolts.
[0010] The bottom beam is a U-shaped beam.
[0011] The top beam is a U-shaped beam.
[0012] Compared with the prior art, the beneficial effects of the utility model are:
[0013] The utility model discloses a steel structure composite floor deck return bracket, which fully utilizes the existing conditions of the steel structure frame, fixes the bottom beam of the bracket by connecting the support on the wing plate, reduces the cost and improves the construction efficiency, and at the same time strengthens the stability of the bracket system, and prevents the bracket from moving under the action of wind load and overturning as a whole. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 It is a schematic diagram of the use state of the utility model;
[0015] Figure 2 It is a structural schematic diagram of the utility model;
[0016] Figure 3 yes Figure 2 AA section view;
[0017] Figure 4 yes Figure 2 BB cross-section diagram;
[0018] Figure 5 yes Figure 2 CC cross-section diagram.
[0019] Among them, 100-composite floor decking return bracket; 200-composite floor decking; 300-steel structure main beam; 1-bottom beam; 2-connecting support; 21-support panel; 22-support bottom plate; 23-vertical connecting plate; 24-fastener; 3-vertical base pipe; 4-vertical support pipe; 5-top support; 6-top beam; 7-horizontal rod; 8 rib plate. DETAILED DESCRIPTION
[0020] The utility model is described in detail below in conjunction with the accompanying drawings:
[0021] like Figure 1 As shown, the utility model is a steel structure composite floor decking top-returning bracket 100, which is used for the top-returning of the composite floor decking 200. The structure of the steel structure composite floor decking top-returning bracket 100 is shown in FIG. Figure 2-Figure 5, including a bottom beam 1, a connecting support 2, a vertical base pipe 3, a vertical support pipe 4, a top support 5 and a top beam 6; the connecting support 2 includes a support panel 21, a support bottom plate 22 and a fastener 24, the support bottom plate 22 and the support panel 21 are respectively located on the upper and lower sides of the lower flange plate of the steel structure main beam 300, and the support panel 21 and the support bottom plate 22 are connected to the lower flange plate through the fastener 24; a vertical connecting plate 23 is arranged on the support panel 21, and the two ends of the bottom beam 1 are respectively fixed It is fixed on a vertical connecting plate 23 of a connecting support; the vertical base pipe 3 is arranged in the middle of the bottom beam 1; the vertical support pipe 4 is rotatably arranged in the vertical base pipe 3; the top support 5 is threadedly connected to the vertical support pipe 4, and a horizontal rod 7 for rotating the vertical support pipe 4 is arranged on the vertical support pipe 4, and the length of the threaded joint between the vertical support pipe 4 and the top support 5 is adjusted by rotating the horizontal rod 7; the top beam 6 is arranged on the top support 5 for returning the composite floor decking 200.
[0022] In one embodiment, the fastener connecting the support includes a screw and a nut; the screw is welded to the lower end of the support panel.
[0023] In one embodiment, the bottom beam is vertically arranged between two steel structure main beams, and the top beam is parallel to the steel structure main beams.
[0024] In one embodiment, both ends of the bottom beam are connected to the vertical connecting plates of the connecting support by bolts.
[0025] In one embodiment, the bottom beam is a U-shaped beam.
[0026] In one embodiment, the top beam is a U-shaped beam.
[0027] In one embodiment, a circular vertical base tube is welded to the side of the web in the middle of the main beam.
[0028] In one embodiment, holes are opened on the upper and lower flange plates of the steel structure main beam 300, and the circular vertical base pipe 3 is welded and inserted into the holes and welded to the steel structure main beam 300. If holes are opened on the upper and lower flange plates of the steel structure main beam 300, the strength of the main beam is reduced, and it can be strengthened by welding stiffening ribs 8 on both sides.
[0029] The utility model discloses a method of using a steel structure composite floor decking return bracket:
[0030] (1) The support panel 21 is in close contact with the upper surface of the lower flange of the steel structure main beam 300, and the support bottom plate 22 is in close contact with the lower surface of the lower flange of the steel structure main beam 300. The connecting screws of the support panel 21 are passed through the corresponding bolt holes of the support bottom plate 22, and the connection is firm, ensuring that the nuts are located on the lower surface of the rib plate;
[0031] (2) The two ends of the bottom beam 1 are hoisted to the top surface of the lower flange of the steel structure main beam 300, and the bottom beam 1 is bolted to the vertical connecting plate 23 of the connecting support 2;
[0032] (3) Connect the vertical support pipe 4 to the vertical base pipe 2 on the bottom beam 1;
[0033] (4) Install the top support 5 and top beam 6, adjust the elevation, and then pour the floor decking concrete;
[0034] (5) After the concrete curing of the floor deck is completed, the top beam 6, top support 5, vertical support pipe 4, bottom beam 1 and connecting support 2 of the floor deck are removed in sequence.
Claims
1. A steel structure composite floor decking return bracket, characterized in that: It includes a bottom beam, a connecting support, a vertical base pipe, a vertical support pipe, a top support and a top beam; the connecting support includes a support panel, a support bottom plate and fasteners, the support bottom plate and the support panel are respectively located on the upper and lower sides of the lower flange plate of the steel structure main beam, and the support panel and the support bottom plate are connected to the lower flange plate by fasteners; a vertical connecting plate is arranged on the support panel, and the two ends of the bottom beam are respectively fixed on a vertical connecting plate of the connecting support; the vertical base pipe is arranged in the middle of the bottom beam; the vertical support pipe is rotatably arranged in the vertical base pipe; the top support is threadedly connected with the vertical support pipe, and a horizontal rod for rotating the vertical support pipe is arranged on the vertical support pipe, and the length of the threaded joint between the vertical support pipe and the top support is adjusted by rotating the horizontal rod; the top beam is arranged on the top support for returning the floor decking.
2. The steel structure composite floor decking return bracket according to claim 1, characterized in that: The bottom beam is vertically arranged between two steel structure main beams, and the top beam is parallel to the steel structure main beams.
3. The steel structure composite floor decking return bracket according to claim 1, characterized in that: The two ends of the bottom beam are connected to the vertical connecting plates of the connecting support by bolts.
4. The steel structure composite floor decking return bracket according to claim 1, characterized in that: The fasteners connecting the support include a screw and a nut; the screw is welded to the lower end of the support panel.
5. The steel structure composite floor decking return bracket according to claim 1, characterized in that: The bottom beam is a U-shaped beam.
6. The steel structure composite floor decking return bracket according to claim 1, characterized in that: The top beam is a U-shaped beam.