Fabricated rhombic diagonal web member truss structure

Through the prefabricated diamond-shaped inclined belly rod truss structure, the steel truss is divided into two parts, upper and lower parts, and transported separately after welding in the factory, and splicing it on site, solving the problem that the steel truss construction method is limited by transportation conditions in the existing technology, and achieving high flexibility and improvement of construction efficiency.

CN222962332UActive Publication Date: 2025-06-10LIAONING QINGHE POWER GENERATION +1
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Patent Information

Application Number
CN202422188474.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-06
Publication Date
2025-06-10
Estimated Expiration
2034-09-06

AI Technical Summary

Technical Problem

The existing steel truss construction methods are limited by transportation conditions, making it difficult to achieve a high degree of flexibility and efficiency improvement.

Method used

The prefabricated diamond inclined belly rod truss structure is adopted. Through the combination of the upper chord, straight belly rod and lower chord, it combines the high-strength bolt structure and the diamond-shaped inclined belly rod, it is divided into upper and lower parts and transported separately after welding in the factory, and spliced ​​on site.

Benefits of technology

The flexibility and construction efficiency of the truss height are achieved, while ensuring the installation strength and reducing the number of connecting nodes of the oblique abdomen.

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Abstract

The utility model discloses an assembly type rhombic diagonal web member truss structure which comprises an upper chord member, three straight web members and a lower chord member, every four diagonal web members form a group and are distributed between two adjacent straight web members, a welding block is fixedly welded in the middle of each group of diagonal web members, and the welding block is welded between two adjacent diagonal web members. A high-strength bolt structure is connected between the upper welding block and the lower welding block in a threaded mode, the diagonal web members are arranged in a rhombus shape, the upper chord, the lower chord and the straight web members welded to the surfaces of the diagonal web members are equally divided into an upper part and a lower part, the upper part and the lower part are each an independent whole, and the upper part and the lower part are manufactured in an all-welded connection mode in a factory and are transported to a site respectively. The upper portion and the lower portion are assembled on site in a high-strength bolt structure splicing mode, the installation strength is guaranteed, meanwhile, the diagonal web members are arranged in a rhombus mode, and the number of connecting joints of the diagonal web members can be greatly reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of large-span steel structure building construction, and particularly relates to an assembled diamond-shaped diagonal web member truss structure. Background Art

[0002] Steel trusses are widely used in various large-span steel structure buildings or structures. There are many factors affecting the height of the truss, such as load, span, service function, etc. Selecting an appropriate truss height can save steel consumption and meet the stiffness requirements. Steel trusses often adopt the construction method of being processed into pieces in the factory and then transported to the site for assembly into a whole. This construction method can ensure the processing quality of components and improve construction efficiency to the greatest extent. However, the transportation conditions limit the fixed height of the truss. Therefore, a truss with diamond-shaped diagonal web members that can divide the truss into two parts in the height direction emerges as the times require. It can not only ensure the processing quality of components and construction efficiency, but also break through the limitation of transportation conditions on the truss height. Summary of the Utility Model

[0003] The purpose of the utility model is to provide an assembled diamond-shaped diagonal web member truss structure to solve the problems put forward in the above background art.

[0004] To achieve the above purpose, the utility model provides the following technical solution: An assembled diamond-shaped diagonal web member truss structure includes an upper chord, three vertical web members, and a lower chord. Three vertical web members are fixedly welded to the side walls of both the upper chord and the lower chord. Each group of three vertical web members is evenly distributed on the side walls of the upper chord and the chord. High-strength bolt structures are screwed between the corresponding upper and lower vertical web members. Eight diagonal web members are fixedly welded to the side walls of both the upper chord and the lower chord. The eight diagonal web members are inclined and connected end to end. Every four diagonal web members are grouped and distributed between adjacent two vertical web members. A welding block is fixedly welded in the middle of each group of diagonal web members. The welding block is welded between the adjacent two diagonal web members. High-strength bolt structures are screwed between the upper and lower welding blocks. The diagonal web members are arranged in a diamond shape.

[0005] Preferably, the high-strength bolt structure includes a partition board. Connecting rods are fixedly assembled on both the upper and lower sides of the partition board. Screws are fixedly assembled on the outer ends of the two connecting rods. The screws are screwed into the vertical web member or the welding block.

[0006] Preferably, it further includes an assembly structure, and the assembly structure is fixedly assembled between four cross-connected diagonal web members.

[0007] Preferably, the assembly structure includes a support frame. The support frame is an X-shaped member. Bearings are fixedly assembled on the inner walls of the four corners of the support frame. Nuts are rotatably assembled on the inner ring surfaces of each bearing. Threaded sections are turned on the ends of the diagonal web members, and the threaded sections are screwed with the corresponding nuts.

[0008] Preferably, a stabilizing rod is fixedly assembled between adjacent said diagonal web members.

[0009] Compared with the prior art, the beneficial effects of the present utility model are as follows: The upper chord, lower chord, and vertical and diagonal web members welded on the surface are equally divided into upper and lower parts, and each part is a separate integral body. It is fabricated in a factory by full welding connection and transported to the site separately, which is convenient for the transportation and storage of equipment. The upper and lower parts are assembled on site by splicing with a high-strength bolt structure to ensure the installation strength. At the same time, the diagonal web members are arranged in a diamond shape, which can greatly reduce the number of connection nodes of the diagonal web members. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 is a structural schematic diagram of the present utility model;

[0011] Figure 2 is a schematic diagram of the high-strength bolt structure;

[0012] Figure 3 is an assembly schematic diagram of the present utility model;

[0013] Figure 4 is a schematic diagram of another assembly method of the present utility model;

[0014] Figure 5 is an assembly structure schematic diagram.

[0015] In the figure: 1 - upper chord, 2 - diagonal web member, 3 - vertical web member, 4 - lower chord, 5 - welding block, 6 - high-strength bolt structure, 61 - screw rod, 62 - connecting rod, 63 - partition plate, 7 - assembly structure, 71 - support frame, 72 - bearing, 73 - nut, 8 - stabilizing rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0016] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0017] Embodiment 1

[0018] Please refer to Figures 1-3, the present utility model provides an assembled diamond-shaped inclined web member truss structure, which includes an upper chord 1, three straight web members 3 and a lower chord 4. Three straight web members 3 are fixedly welded to the side walls of both the upper chord 1 and the lower chord 4. Each group of three straight web members 3 is evenly distributed on the side walls of the upper chord 1 and the chord member 2. A high-strength bolt structure 6 is screwed between the corresponding upper and lower straight web members 3. Eight inclined web members 2 are fixedly welded to the side walls of both the upper chord 1 and the lower chord 4. The eight inclined web members 2 are inclined and connected end to end. Every four inclined web members 2 form a group and are distributed between adjacent two straight web members 3. And a welding block 5 is fixedly welded in the middle of each group of inclined web members 2. The welding block 5 is welded between the adjacent two inclined web members 2. A high-strength bolt structure 6 is screwed between the upper and lower two welding blocks 5. The inclined web members 2 are arranged in a diamond shape.

[0019] The upper chord 1, the lower chord 4 and the straight web members 3 and inclined web members 2 welded on the surface are equally divided into upper and lower parts. The upper and lower parts are each a separate whole, which is fabricated in the factory by a full-welding connection method and transported to the site separately, facilitating the transportation and storage of the equipment. The upper and lower parts are assembled on site by splicing with a high-strength bolt structure 6 to ensure the installation strength. At the same time, the inclined web members 2 are arranged in a diamond shape, which can greatly reduce the number of connection nodes of the inclined web members 2.

[0020] The high-strength bolt structure 6 includes a partition plate 63. Connecting rods 62 are fixedly assembled on both the upper and lower sides of the partition plate 63. Screw rods 61 are fixedly assembled at the outer ends of the two connecting rods 62. The screw rods 61 are screwed into the straight web member 3 or the welding block 5.

[0021] According to needs, the screw rods 61 are respectively screwed into the upper and lower two straight web members 3 or the welding blocks 5, fixed on the partition plate 63 through the connecting rods 62, and the upper and lower two groups of components are separated by the partition plate 63, which can effectively ensure the installation strength.

[0022] Embodiment 2

[0023] Please refer to Figure 4 and 5 , the present utility model provides an assembled diamond-shaped inclined web member truss structure, which further includes an assembly structure 7. The assembly structure 7 is fixedly assembled between four cross-connected inclined web members 2.

[0024] The assembly structure 7 includes a support frame 71. The support frame 71 is an X-shaped member. Bearing 72 is fixedly assembled on the inner walls of the four corners of the support frame 71 shown. A nut 73 is rotatably assembled on the inner ring surface of each bearing 72. Threaded sections are machined at the ends of the inclined web members 2, and the threaded sections are screwed to the corresponding nuts 73.

[0025] Using the second connection method, the nuts 73 are respectively screwed onto the corresponding ends of the inclined web members 2. Meanwhile, according to the function of the bearings 72, the nuts 73 can rotate freely. After being screwed onto the ends of the inclined web members 2, they are restricted by the inclined web members 2 and the nuts 73 will not continue to rotate. The support frame 71 ensures stability.

[0026] A stabilizing rod 8 is fixedly assembled between adjacent inclined web members 2.

[0027] The stabilizing rod 8 can better ensure the stability of the component installation.

[0028] Although the embodiments of the present invention have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled diamond-shaped diagonal web truss structure, characterized in that: The invention comprises an upper chord (1), three straight web members (3) and a lower chord (4), wherein the side walls of the upper chord (1) and the lower chord (4) are fixedly welded with three straight web members (3), each group of three straight web members (3) are evenly distributed on the side walls of the upper chord (1) and the lower chord (4), a high-strength bolt structure (6) is screwed between the corresponding upper and lower straight web members (3), and the side walls of the upper chord (1) and the lower chord (4) are fixedly welded with three straight web members (3). Eight diagonal web members (2) are welded, the eight diagonal web members (2) are arranged obliquely and connected end to end, four diagonal web members (2) form a group and are distributed between two adjacent straight web members (3), and a welding block (5) is fixedly welded in the middle of each group of diagonal web members (2), the welding block (5) is welded between two adjacent diagonal web members (2), a high-strength bolt structure (6) is screwed between the upper and lower welding blocks (5), and the diagonal web members (2) are arranged in a rhombus shape.

2. The assembled diamond-shaped diagonal web truss structure according to claim 1, characterized in that: The high-strength bolt structure (6) comprises a partition (63), and connecting rods (62) are fixedly assembled on the upper and lower sides of the partition (63), and screw rods (61) are fixedly assembled on the outer ends of the two connecting rods (62), and the screw rods (61) are screwed into the straight web rod (3) or the welding block (5).

3. The assembled diamond-shaped diagonal web truss structure according to claim 1, characterized in that: It also comprises an assembly structure (7), wherein the assembly structure (7) is fixedly assembled between four cross-connected diagonal web bars (2).

4. The assembled diamond-shaped diagonal web truss structure according to claim 3, characterized in that: The assembly structure (7) comprises a support frame (71), which is an X-shaped member. The inner walls of the four corners of the support frame (71) are fixedly mounted with bearings (72), and the inner ring surface of each bearing (72) is rotatably mounted with a nut (73). The end of the diagonal web rod (2) is machined with a threaded section, and the threaded section is threadedly connected to the corresponding nut (73).

5. The assembled diamond-shaped diagonal web truss structure according to claim 1, characterized in that: A stabilizing rod (8) is fixedly mounted between adjacent diagonal web bars (2).