A kind of cold-formed thin-walled steel composite wall body of frame assembly

Abstract

This utility model discloses a prefabricated cold-formed thin-walled steel composite wall with a structural frame, belonging to the field of prefabricated building construction technology. It includes a left frame column and a right frame column, with upper frame beams at the top and lower frame beams at the bottom. In this utility model, filling the cavities between wall panels with filler material not only solves the cavity effect but also increases the wall's load-bearing capacity, forming a dual lateral resistance structure and improving overall lateral resistance. The filler material uses vitrified microsphere insulating concrete, which provides earthquake resistance, economy, energy saving, and thermal insulation, increasing living comfort. "Ring beams" are set on the upper and lower sides of the wall, and "structural columns" are set on the left and right sides, thus forming a "structural frame cold-formed steel composite shear wall" with excellent earthquake resistance, expanding the new development path of cold-formed steel from low-rise to multi-story buildings.

Description

Technical Field

[0001] This utility model belongs to the field of prefabricated building construction technology, and in particular relates to a prefabricated cold-formed thin-walled steel composite wall with a structural frame. Background Technology

[0002] Cold-formed steel structures have advantages such as light weight, high degree of prefabrication and assembly, and convenient construction. They are widely used abroad. Developing cold-formed steel structure systems in my country not only meets the national requirements for green building and sustainable development strategy, but also plays an important role in promoting the industrialization of housing and enhancing the innovation capabilities of my country's steel structure energy-saving housing technology. In recent years, with the support and promotion of a series of policies in my country, prefabricated low-rise cold-formed steel structure houses have been widely used.

[0003] As the main load-bearing component, the composite wall of the cold-formed steel structure system not only bears the vertical load transmitted by the roof and floor, but also resists the horizontal seismic action and wind load. However, a "cavity effect" will occur between the wall panels on both sides of the cold-formed steel composite wall, which weakens its shear bearing capacity and lateral stiffness, and results in poor thermal insulation performance and poor living experience. This affects the seismic performance and comfort of cold-formed steel structure houses, which contradicts the long-standing architectural concept of "Qin bricks and Han tiles" in my country. Moreover, due to my country's large population and limited land, multi-story cold-formed steel structure housing is more in line with my country's national conditions. Therefore, the development of cold-formed steel structure houses from low-rise to multi-story is an inevitable trend. In order to solve the above problems, there is an urgent need for a prefabricated cold-formed thin-walled steel composite wall with a structural frame. Utility Model Content

[0004] The purpose of this utility model is to solve the problem that the "cavity effect" between the two wall panels of cold-formed steel composite walls results in weak shear bearing capacity, lateral stiffness, and poor thermal insulation performance. At the same time, based on the concept of the "ring beam-structural column" (structural frame) seismic system in masonry structures, a prefabricated cold-formed thin-walled steel composite wall with a structural frame is proposed, thereby expanding the new ideas for the development of cold-formed steel residential buildings from low-rise to multi-story.

[0005] To achieve the above objectives, this utility model adopts the following technical solution: a prefabricated cold-formed thin-walled steel composite wall with a structural frame, comprising a left frame column and a right frame column. The top of the left and right frame columns are provided with upper frame beams, and the bottom of the left and right frame columns are provided with lower frame beams. Side columns are provided on one side of each of the left and right frame columns. An upper guide rail is provided on the bottom surface of the upper frame beam, and a lower guide rail is provided on the top surface of the lower frame beam. A central column is provided between the upper and lower guide rails. Steel plates are fixedly installed at both ends of the upper and lower frame beams. Wall panels are provided on both sides of the central column, and filler material is provided between the wall panels. Self-tapping screws are provided on the surface of the wall panels. Multiple connection holes are provided inside the left frame column, right frame column, side column, central column, steel plate, upper guide rail, and lower guide rail.

[0006] As a further description of the above technical solution:

[0007] The steel plate is connected to the left and right frame columns via bolts through connecting holes. The left and right frame columns are also connected to the side columns via bolts through connecting holes. The left and right frame columns are made of square steel pipes.

[0008] As a further description of the above technical solution:

[0009] The upper frame beam and the upper guide rail are connected by bolts through connecting holes, and the lower frame beam and the lower guide rail are connected by bolts through connecting holes. The upper frame beam and the lower frame beam are made of hot-rolled H-beams, and the upper guide rail and the lower guide rail are made of cold-formed U-beams.

[0010] As a further description of the above technical solution:

[0011] The wall panels are connected to the side columns and the central columns by self-tapping screws. Multiple central columns are provided and evenly distributed among the wall panels. The side columns and the central columns are made of cold-formed C-shaped steel. The wall panels are made of gypsum board and the filler is vitrified microsphere thermal insulation concrete.

[0012] In summary, due to the adoption of the above technical solution, the beneficial effects of this utility model are:

[0013] 1. In this utility model, by connecting the upper and lower frame beams to the left and right side frame columns at both ends, and connecting the side columns and multiple middle columns to the upper and lower guide rails, the wall panels are connected to the columns using self-tapping screws. Filling the cavities between the wall panels with filler not only solves the cavity effect but also increases the wall's load-bearing capacity, forming a structure with dual lateral resistance, thus improving overall lateral resistance. The filler uses vitrified microsphere insulating concrete, which provides earthquake resistance, economy, energy saving, and insulation, increasing living comfort. "Ring beams" are set on the upper and lower sides of the wall, and "structural columns" are set on the left and right sides, thus forming a "structural frame cold-formed steel composite shear wall," which has excellent earthquake resistance and expands the new development path of cold-formed steel from low-rise to multi-story buildings. Attached Figure Description

[0014] Figure 1 This is a three-dimensional structural diagram of a prefabricated cold-formed thin-walled steel composite wall with a structural frame.

[0015] Figure 2 This is an exploded three-dimensional structural diagram of a prefabricated cold-formed thin-walled steel composite wall with a structural frame.

[0016] Figure 3 This is a schematic diagram of the cross-sectional structure of the wall panel and columns in a prefabricated cold-formed thin-walled steel composite wall with a structural frame.

[0017] Figure 4 A prefabricated cold-formed thin-walled steel composite wall with a structural frame. Figure 2 A magnified structural diagram of point A in the middle.

[0018] Legend:

[0019] 1. Left frame column; 2. Right frame column; 3. Upper frame beam; 4. Lower frame beam; 5. Side column; 6. Middle column; 7. Steel plate; 8. Wall panel; 9. Upper guide rail; 10. Lower guide rail; 11. Connecting hole; 12. Filler; 13. Self-tapping screw. Detailed Implementation

[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model.

[0021] In its specific implementation, such as Figures 1-4This utility model provides a technical solution: a prefabricated cold-formed thin-walled steel composite wall with a structural frame, including a left frame column 1 and a right frame column 2. The top of the left frame column 1 and the right frame column 2 are provided with an upper frame beam 3, and the bottom of the left frame column 1 and the right frame column 2 are provided with a lower frame beam 4. Each side of the left frame column 1 and the right frame column 2 is provided with a side column 5. The bottom surface of the upper frame beam 3 is provided with an upper guide rail 9, and the top surface of the lower frame beam 4 is provided with a lower guide rail 10. A central column 6 is provided between the upper guide rail 9 and the lower guide rail 10. Steel plates 7 are fixedly installed at both ends of the upper frame beam 3 and the lower frame beam 4. Wall panels 8 are provided on both sides of the central column 6, and filler material 12 is provided between the wall panels 8. The surface of the wall panels 8... The wall panel 8 is equipped with self-tapping screws 13. Multiple connecting holes 11 are opened in the left frame column 1, right frame column 2, side column 5, middle column 6, steel plate 7, upper guide rail 9, and lower guide rail 10. The steel plate 7 is connected to the left frame column 1 and right frame column 2 through the connecting holes 11 with bolts. The left frame column 1 and right frame column 2 are connected to the side column 5 through the connecting holes 11 with bolts. The upper frame beam 3 is connected to the upper guide rail 9 through the connecting holes 11 with bolts. The lower frame beam 4 is connected to the lower guide rail 10 through the connecting holes 11 with bolts. The wall panel 8 is connected to the side column 5 and middle column 6 through self-tapping screws 13. Multiple middle columns 6 are provided and evenly distributed among the wall panels 8.

[0022] During installation, steel plates 7 are welded to both ends of the upper frame beam 3 and the lower frame beam 4. The upper frame beam 3 and the lower frame beam 4 with welded steel plates 7 are then connected to the left frame column 1 and the right frame column 2 with bolts through pre-drilled connection holes 11 to form an outer frame. Then, the left frame column 1 and the right frame column 2 are connected to the side column 5 with bolts through the pre-drilled connection holes 11. The upper guide rail 9 and the lower guide rail 10 are then connected to the upper frame beam 3 and the lower frame beam 4 in an assembly manner. Finally, the wall panel 8 is connected to the side column 5 and the middle column 6 with self-tapping screws 13. The cavity between the wall panel 8 and the formed frame is filled with vitrified microsphere thermal insulation concrete filler 12.

[0023] Working principle: During installation, steel plates 7 are welded to both ends of the upper frame beam 3 and the lower frame beam 4. The upper frame beam 3 and the lower frame beam 4 with welded steel plates 7 are then connected to the left frame column 1 and the right frame column 2 through pre-drilled connection holes 11 using bolts to form an outer frame. Then, the left frame column 1 and the right frame column 2 are connected to the side column 5 through the pre-drilled connection holes 11 using bolts. The upper guide rail 9 and the lower guide rail 10 are also connected to the upper frame beam 3 and the lower frame beam 4 using an assembly connection. Then, the wall panel 8 is connected to the side column 5 and the middle column 6 using self-tapping screws 13. Finally, the cavity between the wall panel 8 and the formed frame is filled with vitrified microsphere thermal insulation concrete filler 12.

[0024] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A prefabricated cold-formed thin-walled steel composite wall with a structural frame, characterized in that, include: A left frame column (1) and a right frame column (2) are provided. The top of each left frame column (1) and right frame column (2) is provided with an upper frame beam (3), and the bottom of each left frame column (1) and right frame column (2) is provided with a lower frame beam (4). Each left frame column (1) and right frame column (2) has a side column (5) on one side. The bottom surface of the upper frame beam (3) is provided with an upper guide rail (9), and the top surface of the lower frame beam (4) is provided with a lower guide rail (10). A space is provided between the upper guide rail (9) and the lower guide rail (10). The central column (6) has steel plates (7) fixedly installed at both ends of the upper frame beam (3) and the lower frame beam (4). Wall panels (8) are provided on both sides of the central column (6). Filler (12) is provided between the wall panels (8). Self-tapping screws (13) are provided on the surface of the wall panels (8). Multiple connecting holes (11) are opened in the left frame column (1), right frame column (2), side column (5), central column (6), steel plate (7), upper guide rail (9), and lower guide rail (10).

2. The prefabricated cold-formed thin-walled steel composite wall with a structural frame according to claim 1, characterized in that, The steel plate (7) is connected to the left frame column (1) and the right frame column (2) by bolts through the connecting holes (11), and the left frame column (1) and the right frame column (2) are connected to the side column (5) by bolts through the connecting holes (11).

3. The prefabricated cold-formed thin-walled steel composite wall with a structural frame according to claim 2, characterized in that, The upper frame beam (3) and the upper guide rail (9) are connected by bolts through connecting holes (11), and the lower frame beam (4) and the lower guide rail (10) are connected by bolts through connecting holes (11).

4. The prefabricated cold-formed thin-walled steel composite wall with a structural frame according to claim 3, characterized in that, The wall panel (8) is connected to the side column (5) and the central column (6) by self-tapping screws (13). There are multiple central columns (6) evenly distributed among the wall panels (8).

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