T-shaped supporting structure of cantilever floor support plate
Through the prefabricated T-type support structure of the cantilever bearing plate, including I-beams and T-type support parts, the problem of high material cost and time-consuming in the construction of cantilever steel structures is solved, and safety improvement and scope of application are achieved.
Patent Information
- Application Number
- CN202422177416.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-05
- Publication Date
- 2025-07-22
- Estimated Expiration
- 2034-09-05
AI Technical Summary
In the case of the small cantilever length of existing steel structure buildings, the construction support materials are high, time-consuming and the manpower and material investment are large, making it difficult to effectively solve the support problem of cantilever structures.
The prefabricated T-type support structure of cantilever bearing plates is adopted, including I-beams and T-type support members. The I-beams are horizontally arranged, and the T-type support members are distributed equidistantly along the length direction. They are connected to the web through the trapped plate to form a cantilever structure, simplifying the construction process and fixed on the building facade.
It reduces construction difficulty, improves operator safety, reduces material investment, expands the scope of application of cantilevered steel structures, and shortens the project construction period.
Smart Images

Figure CN223135453U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building steel structures, and particularly relates to a T-shaped support structure for a cantilever floor bearing plate. Background Art
[0002] With the development of the construction industry, the prefabricated construction method of steel structure buildings has become a major trend. Compared with traditional reinforced concrete structures, steel structure buildings have the advantages of high strength, fast construction speed, and good seismic performance. Most steel structure buildings use steel columns, steel beams, and steel bar truss floor bearing plates as the main construction content. Among them, most of the cantilever supports of the steel bar truss floor bearing plates use angle steel or other forms of temporary supports. One is angle steel support, and the other is to set up a scaffolding temporary support. By adding angle steel as the cantilever keel, a lot of materials are used and the cost is relatively high. And setting up a scaffolding for cantilever support takes a long time and requires a large investment in manpower and material resources. How to solve the structural support problem when the cantilever length is not large has become a key problem in related construction. Summary of the Invention
[0003] To overcome the deficiencies of the prior art, the utility model provides a T-shaped support structure for a cantilever floor bearing plate, which prefabricates the support structure on the steel beam, reduces the construction difficulty, improves the safety of operators, and expands the scope of application.
[0004] To achieve the above object, the T-shaped support structure for a cantilever floor bearing plate of the utility model includes an I-shaped steel beam. The I-shaped steel beam is arranged on one side of the building facade and extends horizontally in the horizontal direction. The I-shaped steel beam includes a top flange and a bottom flange that are parallel to each other up and down. The top flange and the bottom flange are parallel to the horizontal plane. A web is connected to the middle of the top flange and the bottom flange, and the web is perpendicular to the horizontal plane. A number of T-shaped support members are evenly distributed along the length direction of the I-shaped steel beam at equal intervals.
[0005] Further, the T-shaped support member includes a cantilever edge at the top. The cantilever edge is connected to the side surface of the top flange, and the cantilever edge is on the same horizontal plane as the top flange. The thickness of the cantilever edge is less than the thickness of the top flange, and the top surface of the cantilever edge is flush with the top surface of the top flange.
[0006] Further, the T-shaped support member further includes a diagonal bracing plate. The diagonal bracing plate is arranged below the cantilever edge and is perpendicular to the cantilever edge. One side of the diagonal bracing plate is connected to the web.
[0007] Further, the projection of the diagonal bracing plate on the cross-section of the I-shaped steel beam is a right trapezoid, and the end of the diagonal bracing plate far from the web is flush with the side surface of the cantilever edge.
[0008] Further, a side formwork is provided at the top of the I-shaped steel beam. The side formwork is supported by the top flange and the cantilever edge together, and a steel bar assembly is provided above the side formwork.
[0009] Further, welding studs are provided on the side formwork.
[0010] The cantilever floor slab T-shaped support structure of the present utility model forms a cantilever structure fixed on the structure of the building facade through the components fixed on the steel beam, solves the limitations of building the construction platform from the ground and adding cantilever steel beams, optimizes the construction environment of the operators, reduces the material input, and improves the applicable range of the cantilever steel structure. Description of the Drawings
[0011] The present utility model will be further described and elaborated below in conjunction with the drawings.
[0012] Figure 1 It is a schematic structural view of the cantilever floor slab T-shaped support structure of the preferred embodiment of the present utility model on the side of the building facade.
[0013] Figure 2 It is a top view of the cantilever floor slab T-shaped support structure.
[0014] Figure 3 It is a cross-sectional view of the cantilever floor slab T-shaped support structure.
[0015] Reference numerals: 1, I-beam; 11, top flange; 12, bottom flange; 13, web; 2, T-shaped support member; 21, overhanging edge; 22, diagonal bracing plate; 3, side formwork; 4, steel bar assembly; 5, stud. Detailed Embodiment
[0016] The technical solution of the present utility model will be more clearly and completely elaborated below in conjunction with the drawings and through the description of the preferred embodiments of the present utility model.
[0017] As Figure 1 and Figure 2 shown, the cantilever floor slab T-shaped support structure of the preferred embodiment of the present utility model includes an I-beam 1 in the shape of an I, the I-beam 1 is arranged on one side of the building facade, the I-beam 1 extends horizontally in the transverse direction, the I-beam 1 includes a top flange 11 and a bottom flange 12 that are parallel up and down, the top flange 11 and the bottom flange 12 are parallel to the horizontal plane, a web 13 is connected in the middle of the top flange 11 and the bottom flange 12, the web 13 is perpendicular to the horizontal plane, and a plurality of T-shaped support members 2 are evenly distributed at equal intervals along the length direction of the I-beam 1, the layout spacing is 500 mm, and the uniform distribution balances the stress influence brought by the upper load.
[0018] As Figure 1 and Figure 3As shown in the figure, the T-shaped support member 2 includes a cantilever edge 21 at the top. The cantilever edge 21 is connected to the side of the top flange 11. The cantilever edge 21 and the top flange 11 are on the same horizontal plane. The thickness of the cantilever edge 21 is less than that of the top flange 11, and the top surface of the cantilever edge 21 is flush with the top surface of the top flange 11. The T-shaped support member 2 further includes a diagonal bracing plate 22. The diagonal bracing plate 22 is arranged below the cantilever edge 21. The diagonal bracing plate 22 is perpendicular to the cantilever edge 21, and one side of the diagonal bracing plate 22 is connected to the web 13. The projection of the diagonal bracing plate 22 on the cross-section of the I-beam 1 is a right trapezoid, and the end of the diagonal bracing plate 22 far from the web 13 is flush with the side surface of the cantilever edge 21. The planar dimension is 500*150*300mm.
[0019] As Figure 3 shown in the figure, a side formwork 3 is provided at the top of the I-beam 1. The side formwork 3 is supported by the top flange 11 and the cantilever edge 21 together. A steel bar assembly 4 is provided above the side formwork 3. Studs 5 are provided on the side formwork 3.
[0020] Specific implementation process: Through the effect of steel plate pretreatment, eliminate the phenomenon of local stress concentration inside the steel plate during the production process; use a multi-head straight bar cutting machine to cut the two sides of the flange and the web 13 simultaneously, and perform secondary leveling after cutting; assemble and weld. First, use an H-shaped steel automatic assembly machine to assemble the flange and the web 13 into a T shape first, and then use an H-shaped steel automatic assembly machine to assemble the T-shaped member with another flange into an H shape. The welding process is protected by carbon dioxide; for the main weld of the H-shaped steel in the fourth part, use a submerged arc automatic welding machine for welding, and use an H-shaped steel straightening machine for straightening after completion; according to the detailed design, draw the positions of the "T" - shaped members, assemble each member according to the line, and perform welding after the dimensions are correct, and then inspect according to the positioning reference line; the end is milled flat by a special lock - mouth machine and precisely drilled by a numerical control three - dimensional drill, and then sandblasted and rust - removed. During the steel structure processing stage, the staff can directly weld the members to the web 13 and the upper flange of the H - shaped beam. During the steel structure installation process, use a tower crane to directly install the steel beam to the corresponding edge position. This cantilever structure reduces the requirements for construction, saves labor and materials, and shortens the project duration.
[0021] The cantilever floor slab T - shaped support structure of the present utility model forms a cantilever structure fixed on the structure of the building facade by setting components fixed on the steel beam, solves the limitations of building the construction platform from the ground and adding cantilever steel beams, optimizes the construction environment of the operators, reduces the material input, and improves the applicable range of the cantilever steel structure.
[0022] The above specific embodiments only describe the preferred embodiments of the present invention, rather than limiting the protection scope of the present invention. Without departing from the design concept and spirit of the present invention, various deformations, substitutions and improvements made by those of ordinary skill in the art to the technical solutions of the present invention according to the written description and drawings provided by the present invention shall fall within the protection scope of the present invention. The protection scope of the present invention is determined by the claims.
Claims
1. A cantilever floor bearing plate T-shaped support structure, characterized in that, It includes an I-beam (1) in the shape of an I, the I-beam (1) is arranged on one side of the building facade, the I-beam (1) extends horizontally in the transverse direction, the I-beam (1) includes a top flange (11) and a bottom flange (12) that are parallel up and down, the top flange (11) and the bottom flange (12) are parallel to the horizontal plane, a web (13) is connected to the middle of the top flange (11) and the bottom flange (12), the web (13) is perpendicular to the horizontal plane, and a number of T-shaped support members (2) are evenly distributed at equal intervals along the length direction of the I-beam (1).
2. The cantilever floor slab T-shaped support structure according to claim 1, wherein The T-shaped support member (2) includes a cantilever edge (21) at the top, the cantilever edge (21) is connected to the side of the top flange (11), the cantilever edge (21) and the top flange (11) are in the same horizontal plane, the thickness of the cantilever edge (21) is less than the thickness of the top flange (11), and the top surface of the cantilever edge (21) is flush with the top surface of the top flange (11).
3. The cantilever floor slab T-shaped support structure according to claim 2, wherein, The T-shaped support member (2) further includes a diagonal bracing plate (22), the diagonal bracing plate (22) is arranged below the cantilever edge (21), the diagonal bracing plate (22) is perpendicular to the cantilever edge (21), and one side of the diagonal bracing plate (22) is connected to the web (13).
4. The cantilever floor slab T-shaped support structure according to claim 3, characterized in that, The projection of the diagonal bracing plate (22) on the cross-section of the I-beam (1) is a right trapezoid, and the end of the diagonal bracing plate (22) far from the web (13) is flush with the side of the cantilever edge (21).
5. The cantilever floor bearing plate T-shaped support structure according to claim 4, characterized in that A side formwork (3) is provided at the top of the I-beam (1), the side formwork (3) is supported by the top flange (11) and the cantilever edge (21) together, and a steel bar assembly (4) is provided above the side formwork (3).
6. The cantilever floor slab T-shaped support structure according to claim 5, characterized in that, Studs (5) are provided on the side formwork (3).