A trussed light wall

CN224717273UActive Publication Date: 2026-09-04XIAMEN DAHE PEB CONSTR TECH CO LTD
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Patent Information

Application Number
CN202522084888.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-28
Publication Date
2026-09-04
Estimated Expiration
2035-09-28

AI Technical Summary

Technical Problem

[0002]现有的轻钢墙体具有以下问题:1.轻钢墙体立柱需根据屋面桁架或楼板桁架位置布置,难以形成标准化模数化墙体;2.冷弯薄壁型钢结构体系中墙体少有标准化模数化,因此工人需要具备相关专业的施工经验及操作技能,导致墙体施工周期长;3.轻钢墙体在回收利用时,拆解会破坏一部分构件材料;4.轻钢墙体整体结构的差异,墙体各式各样,难以最大程度集成预制以及长期储存备货,有鉴于此,遂有了本方案的产生

Benefits of technology

本实用新型改变固有传统轻钢墙体因荷载传递而造成无法标准化的问题,通过在立柱上方设置顶部导梁,导流包括顶框用于承重和连接,底框用于和立柱进行连接,顶框和立柱之间设置了多组V形导力架,通过V形导力架将顶框受力均匀的分布到底框上然后分布到各立柱上,使得立柱均匀受力,不会出现应力集中问题,且使得整个墙体可以模块化设计。

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Abstract

The utility model relates to a kind of truss type light wall, including wall frame and top guide beam, the wall frame includes multiple vertical setting column, the top guide beam is set on the upper surface of multiple column, the top guide beam includes bottom frame, top frame and multiple groups V-shaped guide frame, the bottom frame upper surface has first installation slot, the top frame lower surface has second installation slot, multiple groups the V-shaped guide frame is located between bottom frame and top frame and is spaced along the length direction of bottom frame, the lower end of the V-shaped guide frame is inserted into first installation slot and is connected with bottom frame, the upper end of the V-shaped guide frame is inserted into second installation slot and is connected with top frame, change the problem that inherent traditional light steel wall cannot be standardized due to load transmission.
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Description

Technical Field

[0001] This utility model belongs to the field of cold-formed thin-walled steel technology, specifically relating to a truss-type lightweight wall. Background Technology

[0002] Existing light steel walls have the following problems: 1. The columns of light steel walls need to be arranged according to the location of the roof truss or floor truss, making it difficult to form standardized modular walls; 2. There are few standardized modular walls in cold-formed thin-walled steel structure systems, so workers need to have relevant professional construction experience and operating skills, resulting in a long construction cycle; 3. When light steel walls are recycled, disassembly will damage some component materials; 4. The overall structure of light steel walls varies, and the walls are of various shapes, making it difficult to maximize the integration of prefabrication and long-term storage. In view of this, this solution was developed. Utility Model Content

[0003] In view of the shortcomings of the prior art, the technical problem to be solved by this utility model is to provide a truss-type lightweight wall that can be modularly configured.

[0004] To solve the above-mentioned technical problems, the technical solution adopted by this utility model is: a truss-type lightweight wall, including a wall frame and a top guide beam. The wall frame includes multiple vertically arranged columns. The top guide beam is erected on the upper surface of the multiple columns. The top guide beam includes a bottom frame, a top frame, and multiple sets of V-shaped force guides. The upper surface of the bottom frame has a first mounting groove, and the lower surface of the top frame has a second mounting groove. The multiple sets of V-shaped force guides are located between the bottom frame and the top frame and are spaced apart along the length of the bottom frame. The lower end of the V-shaped force guide extends into the first mounting groove and is connected to the bottom frame, and the upper end of the V-shaped force guide extends into the second mounting groove and is connected to the top frame.

[0005] Furthermore, the wall frame also includes two side columns and at least two crossbeams. The upper surface of each crossbeam has mounting through holes, the number of which matches the number of columns. The lower end of each column is inserted into and connected to the mounting through hole of the lower crossbeam. The upper crossbeam is located above the columns, and its upper end passes through the mounting through hole to connect to the top guide beam. The two crossbeams are located at opposite ends of the crossbeam and are connected.

[0006] Furthermore, the two side columns facing each other have a third mounting groove, and the end of the crossbeam extends into the third mounting groove for connection.

[0007] Furthermore, the bottom frame is inserted into the third mounting slot and connected to the side column.

[0008] Furthermore, the side post extends into the second mounting groove and is connected to the top frame.

[0009] Furthermore, there are three crossbeams, which are located at the bottom of the column, the middle of the column, and the top of the column, respectively.

[0010] Furthermore, the column has a fourth mounting groove, and a diagonal brace is provided between the two columns facing each other with the fourth mounting groove. The two ends of the diagonal brace extend into the fourth mounting groove of the two columns and are connected to the columns.

[0011] Furthermore, the V-shaped force guide frame includes two inclined plates, which are arranged in a V-shape.

[0012] Furthermore, multiple V-shaped force guides are arranged at equal intervals.

[0013] Compared with the prior art, the present invention has the following beneficial effects: This utility model addresses the problem of non-standardization caused by load transfer in traditional light steel walls. By setting a top guide beam above the columns, the guide beam includes a top frame for load-bearing and connection, a bottom frame for connection with the columns, and multiple sets of V-shaped force guide frames between the top frame and the columns. The V-shaped force guide frames evenly distribute the force on the top frame to the bottom frame and then to each column, ensuring uniform force distribution on the columns and preventing stress concentration. This also allows for modular design of the entire wall structure. Attached Figure Description

[0014] Figure 1 This is a front view structural diagram of the present utility model; Figure 2 This is a three-dimensional structural diagram of the present invention. The markings in the diagram are: 1. Wall frame; 11. Upright column; 12. Side column; 13. Horizontal beam; 14. Diagonal brace; 2. Top guide beam; 21. Bottom frame; 22. Top frame; 23. V-shaped guide frame; 231. Inclined plate. Detailed Implementation

[0015] To make the above-mentioned features and advantages of this utility model more apparent and understandable, specific embodiments are described below in conjunction with the accompanying drawings for detailed explanation.

[0016] like Figures 1-2 As shown, this embodiment provides a truss-type lightweight wall, including a wall frame 1 and a top guide beam 2.

[0017] The wall frame 1 includes three vertically arranged columns 11, two side columns 12, and three horizontal beams 13. The cross-sectional shape of the columns 11, side columns 12, and horizontal beams 13 is C-shaped, with a bend angle close to 90 degrees. The horizontal beams 13 have a fifth mounting groove, and the upper surface of the horizontal beams 13 has spaced mounting through holes, the number of which matches the number of columns 11.

[0018] Three crossbeams 13 are located at the bottom, middle, and top of the column 11, respectively. The fifth mounting slot of the bottom crossbeam 13 faces upward, while the fifth mounting slots of the middle and top crossbeams face downward. The bottom of the column 11 is inserted into the fifth mounting slot of the lower crossbeam 13 and corresponds to the mounting through hole. The column 11 passes through the mounting through holes of the two middle and top crossbeams 13. The column 11 and the crossbeams 13 are fixed together by lateral locking screws.

[0019] The column 11 has a fourth mounting groove. A diagonal brace 14 is provided between two columns 11 facing each other. The two ends of the diagonal brace 14 extend into the fourth mounting groove of the two columns 11 and are fixed to the columns 11 by lateral locking screws.

[0020] Two crossbeams 13 are located at both ends of the crossbeams 13 and are connected. Furthermore, two side columns 12 face each other and have a third mounting groove. The ends of the crossbeams 13 extend into the third mounting groove for connection.

[0021] The top guide beam 2 is mounted on the upper surface of the three columns 11. The top guide beam 2 includes a bottom frame 21, a top frame 22, and five sets of V-shaped force guides 23. The upper surface of the bottom frame 21 has a first mounting groove, and the lower surface of the top frame 22 has a second mounting groove. The five sets of V-shaped force guides 23 are located between the bottom frame 21 and the top frame 22 and are evenly spaced along the length of the bottom frame 21. The lower end of the V-shaped force guide 23 extends into the first mounting groove and connects to the bottom frame 21, and the upper end of the V-shaped force guide 23 extends into the second mounting groove and connects to the top frame 22. Specifically, the V-shaped force guide 23 includes two inclined plates 231, which are V-shaped and fixed at the upper and lower ends by lateral locking screws.

[0022] Preferably, the bottom of the first mounting groove has through holes, the number of through holes corresponding to the number of columns 11, the upper end of the column 11 extends into the first mounting groove, and the column 11 and the base frame 21 are fixed by lateral locking screws.

[0023] The bottom frame 21 is inserted into two third mounting slots on both sides and connected to the side posts 12. It is fixed by lateral locking screws. The side posts 12 extend into the second mounting slot and are connected to the top frame 22. They are fixed by lateral locking screws.

[0024] This application addresses the inherent problem of non-standardization caused by load transfer in traditional light steel walls. By installing a top guide beam 2 above the column 11, the guide beam includes a top frame 22 for load bearing and connection, and a bottom frame 21 for connection with the column 11. Multiple sets of V-shaped force guide frames 23 are installed between the top frame 22 and the column 11. The V-shaped force guide frames 23 evenly distribute the force on the top frame 22 to the bottom frame 21 and then to each column 11, so that the column 11 is evenly stressed and there is no stress concentration problem. This also allows for modular design of the entire wall.

[0025] The foregoing has shown and described the basic principles and main features of this invention, as well as its advantages. Those skilled in the art should understand that this invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this invention. Various changes and modifications can be made to this invention without departing from its spirit and scope. All such changes and modifications fall within the scope of this invention as defined by the appended claims and their equivalents.

Claims

1. A truss-type lightweight wall structure, characterized in that: The device includes a wall frame and a top guide beam. The wall frame includes multiple vertically arranged columns. The top guide beam is erected on the upper surface of the multiple columns. The top guide beam includes a bottom frame, a top frame, and multiple sets of V-shaped force guides. The upper surface of the bottom frame has a first mounting groove, and the lower surface of the top frame has a second mounting groove. The multiple sets of V-shaped force guides are located between the bottom frame and the top frame and are spaced apart along the length of the bottom frame. The lower end of the V-shaped force guide extends into the first mounting groove and is connected to the bottom frame, and the upper end of the V-shaped force guide extends into the second mounting groove and is connected to the top frame.

2. The truss-type lightweight wall structure according to claim 1, characterized in that: The wall frame also includes two side columns and at least two crossbeams. The upper surface of the crossbeams has mounting through holes, the number of which is adapted to the number of columns. The lower end of the column is inserted into the mounting through hole of the lower crossbeam and connected thereto. The upper crossbeam is located on the upper side of the column, and the upper end of the column passes through the mounting through hole and is connected to the top guide beam. The two crossbeams are located at the two ends of the crossbeam and connected thereto.

3. A truss-type lightweight wall according to claim 2, characterized in that: The two side columns facing each other have a third mounting groove, and the end of the crossbeam extends into the third mounting groove for connection.

4. A truss-type lightweight wall according to claim 3, characterized in that: The bottom frame end is inserted into the third mounting slot and connected to the side column.

5. A truss-type lightweight wall according to claim 3, characterized in that: The side post extends into the second mounting slot and is connected to the top frame.

6. A truss-type lightweight wall according to claim 2, characterized in that: There are three crossbeams, located at the bottom, middle, and top of the column, respectively.

7. A truss-type lightweight wall according to claim 1 or 2, characterized in that: The column has a fourth mounting groove, and a diagonal brace is provided between two columns facing each other with the fourth mounting groove. The two ends of the diagonal brace extend into the fourth mounting groove of the two columns and are connected to the columns.

8. A truss-type lightweight wall according to claim 1, characterized in that: The V-shaped force guide frame includes two inclined plates, which are arranged in a V-shape.

9. A truss-type lightweight wall according to claim 1, characterized in that: Multiple V-shaped force guide frames are arranged at equal intervals.