Steel column anti-sedimentation structure

Abstract

The utility model relates to the technical field of building structures, in particular to a steel column anti-sedimentation structure which comprises a positioning assembly used for reinforcing installation of a steel column and an installation assembly used for fixing the positioning assembly and the steel column. The mounting assembly comprises a mounting ring I and a mounting ring II which are clamped and fixed outside the steel column, a connecting rod I and a connecting rod II which are fixed at the tail part of the mounting ring I, and a reinforcing rod which is integrally arranged between the end parts of the connecting rod I and the connecting rod II; the positioning assembly comprises fixing pieces linearly fixed to the peripheral sides of the first connecting rod and the second connecting rod at equal intervals, positioning discs integrally arranged on one sides of the fixing pieces, and inserting pieces welded to the inner sides of the positioning discs at equal intervals. And after the positioning assembly is embedded into the external supporting surface, the steel column is pulled, so that sedimentation prevention of the steel column is realized, and the stability of the steel column is enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of building structures, in particular to a steel column anti-settling structure. Background Art

[0002] Steel structure columns are one of the main supporting components in buildings. According to different design requirements and use environments, the types of steel structure columns are also different. Common steel structure columns are as follows: 1. Ordinary steel columns: Made of ordinary steel, suitable for general buildings or smaller structures; 2. High-strength steel columns: Made of high-strength steel, can withstand greater loads and higher safety factors, suitable for large industrial plants and other buildings; 3. Square steel pipe columns: Steel pipe columns with square cross-sections can improve the stability and bearing capacity of the structure, usually used for large-span structures and high-rise buildings; 4. Round steel pipe columns: Steel pipe columns with round cross-sections have good seismic resistance and bearing capacity, suitable for areas with strong earthquakes and winds; 5. Hollow steel columns: Hollow steel columns can reduce their own weight and improve the lightweight and energy-saving properties of the structure; 6. Combined steel columns: Combining steel of different shapes into columns can meet different structural requirements and decorative effects.

[0003] The current anti-settling treatment of steel columns mainly adopts a separate foundation and an eccentrically compressed design. Simply put, it is reinforcement, and all structural columns are circled with I-beams or channel steels to form a network to improve their overall stability. However, in actual use, they will still sink due to the influence of external supporting fixed structures or their own gravity. To this end, the utility model proposes a steel column anti-settling structure to achieve improvements on the above problems. Utility Model Content

[0004] The utility model aims to provide a steel column anti-sinking structure to solve the problem in the above background technology that the existing steel column sinks due to the influence of its own fixed supporting structure.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a steel column anti-sinking structure, including a positioning assembly for strengthening the installation of the steel column, and an installation assembly for fixing the positioning assembly to the steel column; the installation assembly includes a mounting ring 1 and a mounting ring 2 clamped and fixed to the outside of the steel column, a connecting rod 1 and a connecting rod 2 fixed to the tail of the mounting ring 1, and a reinforcement rod integrally arranged between the ends of the connecting rod 1 and the connecting rod 2; the positioning assembly includes a fixing piece equidistantly linearly fixed to the peripheral sides of the connecting rod 1 and the connecting rod 2, a positioning plate integrally arranged on one side of the fixing piece, and a plug-in equidistantly welded to the inner side of the positioning plate.

[0006] Preferably, screw holes are provided at the ends of the mounting ring 1 and the mounting ring 2, and the mounting ring 1 is connected to the mounting ring 2 via bolts.

[0007] Preferably, a positioning hole is provided on the circumferential side of the mounting ring 1, and a positioning bolt is threadedly connected inside the positioning hole.

[0008] Preferably, the plane where the connecting rod 1 and the connecting rod 2 are located is perpendicular to the installation plane of the installation assembly, and the angle between the connecting rod 1 and the connecting rod 2 is 30°.

[0009] Preferably, the positioning plate is embedded in the external supporting surface, and the peripheral side of the positioning plate is hollowed out.

[0010] Preferably, the plug-in is arranged in a curved shape, and a plurality of the plug-ins are arranged in a circular array about the axis of the positioning plate.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] The utility model fixes the positioning assembly by arranging the mounting assembly, so that the positioning assembly and the steel column are relatively fixed, and after the positioning assembly is embedded in the external support surface, the steel column is pulled to prevent the steel column from sinking, thereby enhancing the stability of the steel column;

[0013] Specifically, the mounting ring 1 and the mounting ring 2 are put on the outside of the steel column, and auxiliary fixing structures such as external bolts and positioning bolts are used to ensure that the closed-loop structure composed of the mounting ring 1 and the mounting ring 2 maintains a fixed relative position relative to the steel column. At this time, the connecting rod 1 and the connecting rod 2 extend outward, and the positioning plates and plug-ins in the several positioning components that are relatively fixed to the connecting rod 1 and the connecting rod 2 interact with the periphery of the external support surface. After pouring concrete, the several positioning components can assist in traction of the steel column structure to prevent it from sinking. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of one side of the overall structure of the utility model;

[0015] Figure 2 It is a schematic diagram of the other side of the overall structure of the utility model;

[0016] Figure 3 It is a schematic diagram of the installation of the positioning plate and the insertion rod in the utility model.

[0017] In the figure: 1. Installation assembly; 11. Installation ring 1; 12. Installation ring 2; 13. Connecting rod 1; 14. Connecting rod 2; 15. Reinforcement rod; 2. Positioning assembly; 21. Fixing piece; 22. Positioning plate; 23. Plug-in. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the implementation regulations described are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] Example

[0020] See also Figure 1-3 , as shown in the figure: This embodiment is a preferred implementation of the technical solution, a steel column anti-settling structure, including a positioning component 2 for strengthening the installation of the steel column, and a mounting component 1 for fixing the positioning component 2 to the steel column, the mounting component 1 includes a mounting ring 11 and a mounting ring 12 clamped and fixed to the outside of the steel column, a connecting rod 13 and a connecting rod 14 fixed to the tail of the mounting ring 11, and a reinforcing rod 15 integrally arranged between the ends of the connecting rod 13 and the connecting rod 14; the positioning component 2 includes a fixing member 21 equidistantly linearly fixed to the peripheral side of the connecting rod 13 and the connecting rod 14, a positioning plate 22 integrally arranged on one side of the fixing member 21, and a plug-in 23 equidistantly welded to the inner side of the positioning plate 22;

[0021] It should be noted that: in the steel column anti-sinking structure involved in the present application, the positioning component 2 is installed and fixed by setting the installation component 1, so that the positioning component 2 and the steel column remain relatively fixed. After the positioning component 2 is embedded in the external support surface, the steel column is pulled to achieve anti-sinking of the steel column and enhance the stability of the steel column. The mounting ring 11 and the mounting ring 2 12 are sleeved on the outside of the steel column, and auxiliary fixing structures such as external bolts and positioning bolts are used to make the closed-loop structure composed of the mounting ring 11 and the mounting ring 2 12 maintain a relatively fixed position relative to the steel column. At this time, the connecting rod 13 and the connecting rod 2 14 extend outward, and the positioning plates 22 and the plug-ins 23 in the several positioning components 2 that are relatively fixed to the connecting rod 13 and the connecting rod 2 14 interact with the periphery of the external support surface. After pouring the concrete, the several positioning components 2 can assist in pulling the steel column structure to prevent it from sinking.

[0022] Among them Figure 1 As shown, screw holes are provided at the ends of the mounting ring 11 and the mounting ring 2 12, and the mounting ring 11 is connected to the mounting ring 2 12 via bolts; a positioning hole is provided on the circumferential side of the mounting ring 11, and a positioning bolt is threadedly connected inside the positioning hole;

[0023] It should be noted that the mounting ring 11 and the mounting ring 2 12 are fixed by an external bolt structure to form a closed loop structure fixed to the outside of the steel column structure. According to the installation requirements of different diameters, the positioning bolts and the steel column are used to fix the positioning size of the mounting assembly 1.

[0024] Among them Figure 2 As shown, the plane where the connecting rod 13 and the connecting rod 2 14 are located is perpendicular to the installation plane of the installation assembly 1, and the angle between the connecting rod 13 and the connecting rod 2 14 is 30°; the positioning plate 22 is embedded in the external support surface, and the surrounding side of the positioning plate 22 is hollowed out;

[0025] It should be noted that: the positioning plate 22 has a trumpet-shaped structure, resulting in a large sinking damping after being embedded in the external support surface, and the surrounding side of the positioning plate 22 is hollowed out to increase the contact area between the positioning plate 22 and the external support surface, thereby improving its structural stability. The connecting rod 13 and the connecting rod 2 14 form a triangular structure with high overall stability. At the same time, the connecting rod 13 and the connecting rod 2 14 located on the vertical plane form a traction effect on the steel column through the installation component 1 to prevent it from sinking.

[0026] Among them Figure 3 As shown, the plug-in 23 is arranged in a curved manner, and a plurality of plug-ins 23 are arranged in a circular array about the axis of the positioning plate 22;

[0027] It should be noted that when the positioning disk 22 is placed in the external support surface, the plug-in 23 is inverted and located inside the external support surface, and its bent end forms an interaction force with the external support surface to achieve traction on the positioning disk 22 and avoid displacement of the positioning disk 22.

[0028] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0029] The preferred embodiments of the utility model disclosed above are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to the specific implementation methods described. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A steel column anti-settling structure, comprising a positioning assembly (2) for reinforcing the steel column and a mounting assembly (1) for fixing the positioning assembly (2) to the steel column, characterized in that: The mounting assembly (1) comprises a mounting ring 1 (11) and a mounting ring 2 (12) which are clamped and fixed to the outside of the steel column, a connecting rod 1 (13) and a connecting rod 2 (14) which are fixed to the tail of the mounting ring 1 (11), and a reinforcing rod (15) which is integrally arranged between the ends of the connecting rod 1 (13) and the connecting rod 2 (14); The positioning assembly (2) comprises a fixing member (21) fixed equidistantly and linearly to the peripheral sides of the first connecting rod (13) and the second connecting rod (14), a positioning plate (22) integrally arranged on one side of the fixing member (21), and an insert (23) welded equidistantly to the inner side of the positioning plate (22).

2. The steel column anti-settling structure according to claim 1, characterized in that: The ends of the mounting ring 1 (11) and the mounting ring 2 (12) are provided with screw holes, and the mounting ring 1 (11) is connected to the mounting ring 2 (12) via bolts.

3. The steel column anti-settlement structure according to claim 1, characterized in that: A positioning hole is arranged on the peripheral side of the mounting ring 1 (11), and a positioning bolt is threadedly connected inside the positioning hole.

4. The steel column anti-settlement structure according to claim 1, characterized in that: The plane where the connecting rod 1 (13) and the connecting rod 2 (14) are located is perpendicular to the installation plane of the installation assembly (1), and the angle between the connecting rod 1 (13) and the connecting rod 2 (14) is 30°.

5. The steel column anti-settlement structure according to claim 1, characterized in that: The positioning plate (22) is embedded in the external support surface, and the peripheral side of the positioning plate (22) is hollowed out.

6. The steel column anti-settlement structure according to claim 1, characterized in that: The plug-in unit (23) is arranged in a curved manner, and a plurality of the plug-ins (23) are arranged in a circular array about the axis of the positioning plate (22).

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