Steel truss column horizontal supporting component in building steel structure

By using bolted and welded fixing methods in steel truss columns, and utilizing tie rods and assembly components, the torsion and bending problems caused by inward deformation of steel truss columns in large buildings were solved, thereby improving the overall strength and lateral displacement resistance of the steel structure.

CN224213513UActive Publication Date: 2026-05-08QINGDAO BAISHUO LABOR SERVICE CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
QINGDAO BAISHUO LABOR SERVICE CO LTD
Filing Date
2025-05-14
Publication Date
2026-05-08

AI Technical Summary

Technical Problem

In large buildings, the inward deformation of steel truss columns is not fully considered, which leads to torsional and bending deformation, weakens the supporting effect, and reduces the structural bearing capacity and resistance to lateral displacement.

Method used

The fastening method adopts a combination of bolted and welded connections. The connection strength is enhanced by the combination of the first steel truss, the second steel truss, and the connecting plate, using tie rods and assembly components, including bolts, threaded rods, steel pipes, and bases, to form a stable connection.

Benefits of technology

It enhances the deformation resistance of the steel truss, improves the overall strength and support stability of the steel structure, and ensures a reliable connection and stable angle between the steel truss and the steel structure column.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a steel truss column horizontal supporting component in a building steel structure, which comprises a first steel truss positioned between two steel structure columns, second steel trusses are arranged on the left upper part and the right lower part of the first steel truss, and connecting plates are arranged in the middle of the front side and the rear side of the first steel truss; and an opposite-pulling assembly is arranged between the two connecting plates, the opposite-pulling assembly comprises four first bolts which are in threaded connection to the surfaces of the connecting plates, and the first bolts penetrate through the connecting plates and are in threaded connection with the first steel truss. The first steel trusses, the second steel trusses and the connecting plates are used in cooperation, the two first steel trusses are horizontally supported so that the two first steel trusses can be in a parallel state, meanwhile, the opposite-pulling assemblies and the connecting plates are used in cooperation, the joint positions of the second steel trusses and the first steel trusses are reinforced and fixed, and the connecting effect is good. Therefore, the purposes of stable and firm connection and stable supporting angle can be achieved.
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Description

Technical Field

[0001] This utility model belongs to the field of building steel structure technology, and in particular relates to a horizontal support component for steel truss columns in building steel structures. Background Technology

[0002] In large-span factory buildings, stadiums, convention centers, and other large-scale building structures, steel structures are widely used due to their advantages such as high strength, light weight, and fast construction speed. However, the support nodes of steel truss columns are often directly fixed without fully considering the inward deformation of the steel truss. Under complex load conditions, this can easily lead to torsional and bending deformation, changing the original support angle, weakening the support effect on the steel structure column, and reducing the load-bearing capacity and lateral displacement resistance of the structure. Therefore, it is necessary to provide a horizontal support component for steel truss columns in building steel structures, which adopts a bolted and welded fixing method to strengthen the connection strength between the steel truss and the steel structure column. At the same time, in conjunction with the internal bracing structure, it can enhance the deformation resistance of the steel truss and increase the overall strength of the steel structure. Utility Model Content

[0003] The purpose of this utility model is to provide a horizontal support component for steel truss columns in building steel structures. It adopts a bolted and welded fixing method to strengthen the connection strength between the steel truss and the steel structure column. At the same time, with the help of the internal bracing structure, it can enhance the deformation resistance of the steel truss and increase the overall strength of the steel structure, so as to solve the above-mentioned technical problems.

[0004] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A horizontal support member for steel truss columns in a building steel structure includes a first steel truss located between two steel structure columns; a second steel truss is provided at the upper left and lower right of the first steel truss; a connecting plate is provided at the middle of the front and rear sides of the first steel truss; a tie rod is provided between the two connecting plates; the tie rod includes four first bolts threaded to the surface of the connecting plate; the first bolts penetrate the connecting plate and are threaded to the first steel truss; two second bolts are threaded to the front and rear sides of the second steel truss near the connecting plate; the second bolts are threaded to the connecting plate; four threaded tie rods are provided through the two connecting plates; a steel pipe is sleeved on the surface of the threaded tie rod; the front and rear sides of the steel pipe are tightly fitted to the inner wall of the second steel truss; a nut is threaded to the end of the threaded tie rod away from the steel pipe; and an assembly assembly is provided at the end of the first and second steel trusses away from the connecting plate.

[0005] Preferably, both the first steel truss and the second steel truss are welded together from four angle steels, with angle irons welded between two longitudinally distributed angle steels and steel plates welded between two vertically distributed angle steels.

[0006] Preferably, the assembly includes a base with a T-shaped steel plate welded to the side of the base away from the steel structure column, the T-shaped steel plate being welded to an adjacent first or second steel truss.

[0007] Preferably, two third bolts are provided through the surface of the T-shaped steel plate, and the base and the first steel truss or the second steel truss are fixedly connected by the third bolts.

[0008] Preferably, a fourth bolt is provided through the front and rear ends of the base on the side away from the steel structure column, and the steel structure column and the base are fixedly connected by the fourth bolt.

[0009] Preferably, a transverse support steel plate is provided between the two bases located at the same level, and the fourth bolt penetrates the inner wall of the transverse support steel plate and is welded to the steel structure column.

[0010] The beneficial effects of this utility model are:

[0011] 1. This utility model uses the cooperation of a first steel truss, a second steel truss, and a connecting plate to provide horizontal support between two first steel trusses, so that the two first steel trusses are in a parallel state. At the same time, the cooperation of the tie assembly and the connecting plate strengthens and fixes the junction of the second steel truss and the first steel truss, thereby achieving the purpose of stable and reliable connection and stable support angle.

[0012] 2. Through the assembly components, the T-shaped steel plate and the fourth bolt are used together to create a stable connection between the T-shaped steel plate and the steel structure column. At the same time, the T-shaped steel plate and the third bolt are used together to create a stable connection and accurate angular support between the first or second steel truss and the steel structure column, thereby improving the support strength of the first and second steel trusses for the two steel structure columns. Attached Figure Description

[0013] in:

[0014] Figure 1 This is a front view schematic diagram of one embodiment of the present utility model;

[0015] Figure 2 This is an exploded perspective view of the first steel truss and assembly components according to an embodiment of the present invention;

[0016] Figure 3 This is a three-dimensional schematic diagram of a first steel truss, a second steel truss, a connecting plate, and a tie rod assembly according to an embodiment of the present invention;

[0017] Figure 4 This is an exploded perspective view of the first steel truss, the second steel truss connecting plate, and the tie rod assembly according to one embodiment of the present invention.

[0018] The attached diagram lists the components represented by each number as follows:

[0019] 1. Steel structural column; 2. First steel truss; 3. Second steel truss; 4. Connecting plate; 5. Tie rod assembly; 51. First bolt; 52. Second bolt; 53. Threaded tie rod; 54. Steel pipe; 55. Nut; 6. Assembly assembly; 61. Base; 62. T-shaped steel plate; 63. Third bolt; 64. Fourth bolt; 65. Lateral support steel plate. Detailed Implementation

[0020] In the following description, embodiments of the horizontal support member for steel truss columns in the building steel structure of this utility model will be described with reference to the accompanying drawings.

[0021] Figure 1-4This invention illustrates a horizontal support member for a steel truss column in a building steel structure according to an embodiment of the present invention. The member includes a first steel truss 2 located between two steel structural columns 1. Second steel trusses 3 are provided at the upper left and lower right of the first steel truss 2. Both the first and second steel trusses 2 and 3 are welded together from four angle steels. An angle iron is welded between two longitudinally distributed angle steels, and a steel plate is welded between two vertically distributed angle steels. Connecting plates 4 are provided at the middle of the front and rear sides of the first steel truss 2. A tie rod assembly 5 is provided between two connecting plates 4. The tie rod assembly 5 includes four first bolts 5 threaded onto the surface of the connecting plates 4. 1. A first bolt 51 penetrates the connecting plate 4 and is threadedly connected to the first steel truss 2. Two second bolts 52 are threadedly connected to the front and rear ends of the second steel truss 3 near the connecting plate 4. The second bolts 52 are threadedly connected to the connecting plate 4. Four threaded tie rods 53 are installed between the two connecting plates 4. A steel pipe 54 is fitted onto the surface of the threaded tie rod 53. The front and rear sides of the steel pipe 54 are tightly fitted to the inner wall of the second steel truss 3. A nut 55 is threadedly connected to the end of the threaded tie rod 53 away from the steel pipe 54. Assembly components 6 are provided at the ends of the first steel truss 2 and the second steel truss 3 away from the connecting plate 4. Assembly component 6 includes a base 61. A T-shaped steel plate 62 is welded to the side of the base 61 away from the steel structure column 1. The T-shaped steel plate 62 is welded to an adjacent first steel truss 2 or second steel truss 3. Two third bolts 63 are provided through the surface of the T-shaped steel plate 62. The base 61 and the first steel truss 2 or second steel truss 3 are fixedly connected by the third bolts 63. A fourth bolt 64 is provided through the front and rear ends of the side of the base 61 away from the steel structure column 1. The steel structure column 1 and the base 61 are fixedly connected by the fourth bolt 64. A transverse support steel plate 65 is provided between two bases 61 located at the same level. Bolt 64 penetrates the inner wall of the transverse support steel plate 65 and is welded to the steel structure column 1. Through the assembly component 6, the base 61 and the fourth bolt 64 work together to create a stable connection between the T-shaped steel plate 62 and the steel structure column 1, while also connecting and fixing the transverse support steel plate 65. In addition, with the T-shaped steel plate 62 and the third bolt 63 working together, a stable connection and accurate angular support are provided between the first steel truss 2 or the second steel truss 3 and the steel structure column 1, thereby improving the support strength of the first steel truss 2 and the second steel truss 3 for the two steel structure columns 1.

[0022] Working principle: When using this utility model, the user installs and fixes the base 61 to the steel structure column 1 using the fourth bolt 64, and simultaneously fixes the T-shaped steel plate 62. Then, the T-shaped steel plate 62 is welded to the first steel truss 2 and the second steel truss 3, and connected and fixed using the third bolt 63, so that the opposite ends of the two second steel trusses 3 are close to the first steel truss 2. The connecting plate 4 is fixed using the first bolt 51, so that the connecting plate 4 is stably installed on the front and rear sides of the first steel truss 2. Next, the steel pipe 54 is placed in the inner cavity of the second steel truss 3, and the threaded tie rod 53 passes through from the front side of one connecting plate 4 to the rear side of the other connecting plate 4, and the threaded tie rod 53 is connected to the front side of the connecting plate 4 and the connecting plate 4. The rear threaded nut 55 is used to tighten and fix the first bolt 51 by rotating the nut 55, thereby fixing the second steel truss 3 under the threaded compression of the steel pipe 54 and the nut 55. Then, the user turns the second bolt 52 into the connecting plate 4 from one side, so that the second bolt 52 passes through the inner cavity of the second steel truss 3 and is threadedly connected to the second steel truss 3. This allows the first steel truss 2 to form a firm connection with the second steel truss 3 through the connecting plate 4. At the same time, under the internal support of the steel pipe 54, the inner cavities of the second steel truss 3 and the first steel truss 2 are supported and limited, effectively preventing the first steel truss 2 or the second steel truss 3 from shrinking and deforming, thereby strengthening the support stability of the steel structure column 1.

[0023] In summary, the horizontal support components of the steel truss columns in this building's steel structure, through the combined use of the first steel truss 2, the second steel truss 3, and the connecting plate 4, provide horizontal support between the two first steel trusses 2, ensuring that the two first steel trusses 2 are in a parallel state. At the same time, the combined use of the tie rod assembly 5 and the connecting plate 4 strengthens and fixes the junction of the second steel truss 3 and the first steel truss 2, thereby achieving the purpose of stable and reliable connection and stable support angle.

Claims

1. A horizontal support member for steel truss columns in a building steel structure, characterized in that, The structure includes a first steel truss (2) located between two steel structural columns (1): a second steel truss (3) is provided on the upper left and lower right sides of the first steel truss (2), a connecting plate (4) is provided at the middle of the front and rear sides of the first steel truss (2), and a tie rod assembly (5) is provided between the two connecting plates (4). The tie rod assembly (5) includes four first bolts (51) threaded to the surface of the connecting plate (4). The first bolts (51) penetrate the connecting plate (4) and are threaded to the first steel truss (2). The front and rear sides of the second steel truss (3) are close to the connecting plate (4). Two second bolts (52) are threaded to one end of each of the first steel truss (2) and the second steel truss (3). The second bolts (52) are threaded to the connecting plate (4). Four threaded tie rods (53) are provided between the two connecting plates (4). A steel pipe (54) is sleeved on the surface of the threaded tie rod (53). The front and rear sides of the steel pipe (54) are tightly fitted to the inner wall of the second steel truss (3). A nut (55) is threaded to the end of the threaded tie rod (53) away from the steel pipe (54). An assembly assembly (6) is provided at the end of the first steel truss (2) and the second steel truss (3) away from the connecting plate (4).

2. The horizontal support member for steel truss columns in a building steel structure according to claim 1, characterized in that, The first steel truss (2) and the second steel truss (3) are both welded together by four angle steels. Angle irons are welded between two of the angle steels in the longitudinal direction, and steel plates are welded between two of the angle steels in the vertical direction.

3. The horizontal support member for steel truss columns in a building steel structure according to claim 2, characterized in that, The assembly component (6) includes a base (61) on which a T-shaped steel plate (62) is welded to the side away from the steel structure column (1), and the T-shaped steel plate (62) is welded to an adjacent first steel truss (2) or second steel truss (3).

4. The horizontal support member for steel truss columns in a building steel structure according to claim 3, characterized in that, Two third bolts (63) are provided through the surface of the T-shaped steel plate (62), and the base (61) and the first steel truss (2) or the second steel truss (3) are fixedly connected by the third bolts (63).

5. The horizontal support member for steel truss columns in a building steel structure according to claim 4, characterized in that, The base (61) is provided with a fourth bolt (64) at both the front and rear ends on the side away from the steel structure column (1), and the steel structure column (1) and the base (61) are fixedly connected by the fourth bolt (64).

6. The horizontal support member for steel truss columns in a building steel structure according to claim 5, characterized in that, A transverse support steel plate (65) is provided between the two bases (61) located at the same level, and the fourth bolt (64) penetrates the inner wall of the transverse support steel plate (65) and is welded to the steel structure column (1).