Multi-layer reducing box type steel structure

By adopting a pre-connection structure of plug-in protrusions and plug-in slots in the variable diameter box-type steel structure, and combining it with the support of reinforcing ribs and electroslag welded plates, the deformation and strength problems at the connection points during the installation of the variable diameter box-type steel structure are solved, achieving a convenient and high-strength connection.

CN223838280UActive Publication Date: 2026-01-27ZHEJIANG JINXIN STEEL STRUCTURE GRP CO LTD
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Patent Information

Application Number
CN202520373204.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-05
Publication Date
2026-01-27
Estimated Expiration
2035-03-05

AI Technical Summary

Technical Problem

Existing variable diameter box-type steel structures are prone to deformation at the joints during installation, resulting in reduced connection strength and dimensional instability.

Method used

The pre-connection structure adopts a plug-in protrusion plate and a plug-in groove, and a reinforcing rib is set at the connection to improve the connection strength. It is supported by an electroslag welded plate and a support bar to ensure the stability and dimensional accuracy of the connection.

Benefits of technology

It improves the ease of connection and connection strength of variable diameter box-type steel structures, prevents deformation during installation, and ensures the stability and dimensional accuracy of the structure.

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Abstract

The utility model discloses a multi-layer variable-diameter box-shaped steel structure which comprises a lower supporting column, a variable-diameter supporting column and an upper supporting column, wherein the lower supporting column and the variable-diameter supporting column are of an integrated structure, and the upper supporting column is connected with the variable-diameter supporting column. The device is characterized in that the variable-diameter supporting column is provided with an inserting convex plate connected with the upper supporting column; the upper supporting column is provided with an inserting groove matched with the inserting protruding plate. And a plurality of reinforcing rib plates for improving the connection strength are also arranged in the lower support column and at the joint of the upper support column and the variable-diameter support column. According to the utility model, the insertion convex plate on the variable-diameter supporting column of the lower supporting column is inserted into the insertion groove in the upper supporting column, and the lower supporting column and the upper supporting column are pre-connected, so that the connection convenience between the lower supporting column and the upper supporting column is improved; the reinforcing rib plates are arranged in the lower supporting column and at the connecting position of the upper supporting column and the variable-diameter supporting column, so that the connecting strength of the connecting position of the variable-diameter supporting column and the upper supporting column is guaranteed, meanwhile, the installation size is guaranteed, and deformation is prevented in the installation process.
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Description

Technical Field

[0001] This utility model relates to the technical field of variable diameter box-type steel structures, specifically a multi-layer variable diameter box-type steel structure. Background Technology

[0002] Box-type steel structures are mostly used in factory buildings. Box-type steel columns are often manufactured as variable-diameter structures, with a larger diameter at the bottom and a smaller diameter at the top. However, in existing technologies, during installation, the upper and lower support columns of variable-diameter box-type steel structures are usually directly welded to their outer walls. During use, these variable-diameter sections are prone to deformation under pressure, reducing the connection strength between the upper and lower support columns. Furthermore, welding at the connection points can also cause deformation, affecting the overall dimensions. Therefore, a multi-layer variable-diameter box-type steel structure is proposed to improve connection strength. Summary of the Invention

[0003] The purpose of this invention is to propose a multi-layer variable diameter box-type steel structure to solve the above problems.

[0004] To achieve the above objectives, this utility model provides the following technical solution: a multi-layer variable diameter box-type steel structure, comprising a lower support column, a variable diameter support column integrally formed with the lower support column, and an upper support column connected to the variable diameter support column; characterized in that the variable diameter support column is provided with a plug-in protrusion plate connected to the upper support column; the upper support column is provided with a plug-in groove adapted to the plug-in protrusion plate; and a number of reinforcing ribs for improving connection strength are also installed inside the lower support column and at the connection between the upper support column and the variable diameter support column.

[0005] Preferably, the upper support, lower support, and variable diameter support all include symmetrically arranged wing plates and web plates mounted on the wing plates.

[0006] Preferably, the insertion protrusion on the variable diameter support is disposed on the web; the insertion groove of the upper support is disposed between the wing plates.

[0007] Preferably, both the variable diameter support and the upper support are provided with docking platforms on their flanges.

[0008] Preferably, an electroslag welding plate is installed between the wing plate and the reinforcing rib plate.

[0009] Preferably, support strips are installed between the reinforcing ribs to support the reinforcing ribs.

[0010] The beneficial effects of this utility model are: by inserting the plug-in protrusion on the variable diameter support of the lower support into the plug-in groove on the upper support, the lower support and the upper support are pre-connected, thereby improving the convenience of connection between the lower support and the upper support.

[0011] By using reinforcing ribs installed inside the lower support column and at the connection between the upper support column and the variable diameter support column, the connection strength at the connection between the variable diameter support column and the upper support column is ensured, while also ensuring the installation dimensions and preventing deformation during the installation process. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the structure of this utility model.

[0013] Figure 2 This is a partial structural schematic diagram of the present invention.

[0014] Figure 3 This is a schematic diagram of the upper support structure of this utility model.

[0015] Figure 4 This is a schematic diagram of the structure of the lower support column of this utility model.

[0016] Legend: 1. Lower support column; 101. Variable diameter support column; 102. Insertion protrusion plate; 103. Wing plate; 104. Web plate; 105. Docking platform; 2. Upper support column; 201. Insertion groove; 3. Reinforcing rib plate; 301. Electroslag welded plate; 302. Support bar. Detailed Implementation

[0017] The following description, in conjunction with the accompanying drawings, further illustrates a multi-layered variable-diameter box-type steel structure according to this utility model.

[0018] It should be noted that all directional indications in the embodiments of the present invention, such as up, down, left, right, front, back, etc., are only used to explain the relative positional relationship and movement of the components in a specific posture as shown in the attached figure. If the specific posture changes, the directional indication will also change accordingly.

[0019] See appendix Figure 1-4As shown, this embodiment of a multi-layer variable-diameter box-type steel structure includes a lower support column 1, a variable-diameter support column 101 integrally formed with the lower support column 1, and an upper support column 2 connected to the variable-diameter support column 101; characterized in that the variable-diameter support column 101 is provided with a plug-in protrusion plate 102 connected to the upper support column 2; the upper support column 2 is provided with a plug-in groove 201 adapted to the plug-in protrusion plate 102; a plurality of reinforcing ribs 3 for improving connection strength are also installed in the lower support column 1 and at the connection between the upper support column 2 and the variable-diameter support column 101; by... The insertion protrusion 102 on the variable diameter support 101 of the lower support 1 is inserted into the insertion groove 201 on the upper support 2, pre-connecting the lower support 1 and the upper support 2, thereby improving the ease of connection between the lower support 1 and the upper support 2; by using reinforcing ribs 3 in the lower support 1, in the variable diameter support 101, and at the connection between the upper support 2 and the variable diameter support 101, the connection strength at the connection between the variable diameter support 101 and the upper support 2 is ensured, and the installation dimensions are also guaranteed to prevent deformation during installation.

[0020] See appendix Figure 1-4 As shown, the upper support 2, lower support 1, and variable diameter support 101 all include symmetrically arranged wing plates 103 and web plates 104 mounted on the wing plates 103; the insertion protrusion 102 on the variable diameter support 101 is disposed on the web plate 104; the insertion groove 201 of the upper support 2 is disposed between the wing plates 103; both the variable diameter support 101 and the wing plates 103 of the upper support 2 are provided with docking platforms 105; by inserting the insertion protrusion 102 on the web plate 104 of the variable diameter support 101 into the insertion groove 201 of the wing plate 103 of the upper support 2, and simultaneously making the docking platforms 105 on the wing plates 103 of the variable diameter support 101 and the upper support 2 align, the variable diameter support 101 and the upper support 2 are pre-connected, and then welded, thereby facilitating the connection between the upper support 2 and the lower support 1.

[0021] See appendix Figure 2 As shown, electroslag welded plates 301 are installed between the wing plate 103 and the reinforcing rib plate 3; support bars 302 are installed between the reinforcing rib plates 3 to support the reinforcing rib plates 3; the support bars 302 pass through the reinforcing rib plates 3 and are fixed by welding to support the reinforcing rib plates 3, thereby improving the support strength at the connection between the lower support column 1 and the upper support column 2.

[0022] The above embodiments are illustrative of the present invention and are not intended to limit the present invention. Any simple modifications to the present invention are within the protection scope of the present invention.

Claims

1. A multi-layered variable-diameter box-type steel structure, comprising a lower support column (1), a variable-diameter support column (101) integrally formed with the lower support column (1), and an upper support column (2) connected to the variable-diameter support column (101); characterized in that... The variable diameter support (101) is provided with a plug-in protrusion (102) connected to the upper support (2); the upper support (2) is provided with a plug-in groove (201) adapted to the plug-in protrusion (102); a number of reinforcing ribs (3) to improve the connection strength are also installed in the lower support (1) and at the connection between the upper support (2) and the variable diameter support (101).

2. The multi-layer variable diameter box-type steel structure according to claim 1, characterized in that: The upper support (2), lower support (1) and variable diameter support (101) all include symmetrically arranged wing plates (103) and web plates (104) installed on the wing plates (103).

3. A multi-layer variable diameter box-type steel structure according to claim 2, characterized in that: The insertion protrusion (102) on the variable diameter support (101) is disposed on the web (104); the insertion groove (201) of the upper support (2) is disposed between the wing plate (103) and the wing plate (103).

4. A multi-layer variable diameter box-type steel structure according to claim 3, characterized in that: Both the variable diameter support (101) and the upper support (2) are provided with docking platforms (105) on their wing plates (103).

5. A multi-layer variable diameter box-type steel structure according to claim 2, characterized in that: An electroslag welding plate (301) is installed between the wing plate (103) and the reinforcing rib plate (3).

6. A multi-layer variable diameter box-type steel structure according to claim 5, characterized in that: Support strips (302) are installed between the reinforcing ribs (3) to support the reinforcing ribs (3).