Steel column anti-seismic base

By designing a swingable structure and shock absorption mechanism on the steel column mounting base, combined with rubber buffer pads and linkage suspension, the problem of steel column damage caused by falling rock impact was solved, achieving effective protection of the steel column and improving the stability of the protective net system.

CN224048185UActive Publication Date: 2026-03-27SICHUAN JIERONGSI CONSTR ENG CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-04-16
Publication Date
2026-03-27

AI Technical Summary

Technical Problem

Steel columns in slope protection netting systems are easily damaged or loosened by the impact of falling rocks, leading to the failure of the protection netting system.

Method used

A steel column seismic base was designed, which includes a swingable steel column mounting base and a shock absorption mechanism. The shock absorption mechanism absorbs the impact force, and the impact force is buffered by rubber buffer pads and linkage suspension.

Benefits of technology

It effectively protects steel columns from impact damage, improving the stability and durability of the slope protection netting system.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a steel column anti-seismic base which comprises a bottom plate, a steel column installation base arranged on the bottom plate in a swinging mode and a damping mechanism with one end movably connected to the steel column installation base and the other end movably connected to the bottom plate. The lower end of the second damping column is movably connected with the bottom plate, a damping sleeve is arranged at the upper end of the second damping column, the spring is arranged in the damping sleeve, the upper end of the first damping column is movably connected with a steel column mounting seat, and the lower end of the first damping column is inserted into the damping sleeve. According to the utility model, the steel column mounting seat is arranged to be swingable, and the shock absorption mechanism is used for absorbing the impact force transmitted to the steel column mounting seat by the steel column, so that the impact force borne by the steel column is buffered, and the steel column is protected.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of slope protection, and particularly relates to a steel column anti-seismic base. BACKGROUND

[0002] In the slope protection net system, the steel column is an important mechanism for supporting the protection net, when the falling rocks on the slope fall on the protection net, the steel column will be subjected to a strong impact force, and when the falling rocks are large, the steel column is easy to be damaged or loosened by the impact force, resulting in failure of the entire protection net system. SUMMARY

[0003] In order to solve the above problems, the application provides a steel column anti-seismic base which can buffer the impact force received by the steel column and protect the steel column.

[0004] The utility model discloses a steel column anti-seismic base, which comprises:

[0005] A bottom plate, a steel column mounting seat swingably arranged on the bottom plate, and a damping mechanism movably connected at one end to the steel column mounting seat and at the other end to the bottom plate.

[0006] The damping mechanism comprises a second damping column movably connected at the lower end to the bottom plate and provided with a damping sleeve at the upper end, a spring arranged in the damping sleeve, and a first damping column movably connected at the upper end to the steel column mounting seat and inserted into the damping sleeve at the lower end.

[0007] The utility model discloses a steel column mounting seat swingably arranged, and the impact force transmitted by the steel column to the steel column mounting seat is absorbed by the damping mechanism, so as to buffer the impact force received by the steel column and protect the steel column.

[0008] The lower end of the first damping column is provided with a pressing plate.

[0009] A T-shaped slot is arranged on the steel column mounting seat for mounting the steel column, so as to facilitate mounting the steel column on the steel column mounting seat.

[0010] A support plate is connected to the lower end of the steel column mounting seat, so as to support the steel column.

[0011] A rubber buffer pad is arranged on the support surface of the support plate, which can buffer the axial impact force received by the steel column and further protect the steel column.

[0012] A connecting rod suspension is further arranged between the steel column mounting seat and the bottom plate.

[0013] Compared with the prior art, the application has the following beneficial effects:

[0014] (1) The utility model discloses a steel column mounting seat sets up swing, and through the shock absorbing mechanism to absorb the impact force of steel column transmission to steel column mounting seat to the impact force of steel column and buffer, protect the steel column.

[0015] (2) The utility model discloses a rubber buffer pad can buffer the axial impact force of steel column, further protect the steel column.

[0016] Part of the additional features of the present application can be described in the following description. Part of the additional features of the present application are obvious to those skilled in the art by examining the following description and corresponding drawings or understanding the production or operation of the embodiments. The features disclosed in the present application can be realized and achieved by practicing or using various methods, means and combinations of the specific embodiments described below. BRIEF DESCRIPTION OF DRAWINGS

[0017] The drawings described herein are used to provide further understanding of the present application, and constitute a part of the present application. The schematic embodiments of the present application and their descriptions are used to explain the present application, and do not constitute a limitation on the present application. In each figure, the same reference signs represent the same parts. Among them,

[0018] Figure 1 It is the front view of the utility model.

[0019] Figure 2 It is the sectional view of the steel column mounting seat of the utility model.

[0020] Figure 3 It is the sectional view of the steel column mounting seat of the utility model.

[0021] Figure 4 It is the front view of the steel column mounting seat of the utility model.

[0022] Figure 5 It is the sectional view of the shock absorbing mechanism of the utility model.

[0023] The reference signs in the above drawings are: 1 - bottom plate, 2 - support plate, 3 - rubber buffer pad, 4 - steel column mounting seat, 5 - connecting rod suspension, 6 - shock absorbing mechanism, 61 - first shock absorbing column, 62 - pressing plate, 63 - shock absorbing sleeve, 64 - spring, 65 - second shock absorbing column, 7 - T-shaped notch, 8 - steel column. DETAILED DESCRIPTION

[0024] In order to make the person skilled in the art better understand the present application, the technical scheme in the embodiments of the present application will be described clearly and completely in the following description of the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, not all.

[0025] EMBODIMENT

[0026] As Figure 1 shown in the drawings, the embodiment discloses a steel column anti-seismic base, which comprises a bottom plate 1, a steel column mounting seat 4 swingably arranged on the bottom plate 1, and a damping mechanism 6 movably connected at one end to the steel column mounting seat 4 and at the other end to the bottom plate 1. In use, the bottom plate 1 is anchored to the slope by anchor rods, so that the entire steel column anti-seismic base is installed on the slope.

[0027] Specifically, as Figure 5 shown in the drawings, the damping mechanism comprises a second damping column 65 movably connected at the lower end to the bottom plate 1 and provided at the upper end with a damping sleeve 63, a spring 64 arranged in the damping sleeve 63, and a first damping column 61 movably connected at the upper end to the steel column mounting seat 4 and inserted at the lower end into the damping sleeve 63.

[0028] In arrangement, the lower end of the first damping column 61 is provided with a pressing plate 62, and the spring 64 is located between the pressing plate 62 and the bottom of the damping sleeve 63. When the first damping column 61 is subjected to pressure, it will compress the spring 64, thereby buffering the pressure it receives.

[0029] The damping mechanism can be installed in the following manner to enable it to swing, i.e. two mounting plates are oppositely arranged on the bottom plate 1, and the lower end of the second damping column 65 is provided with a pin hole. In installation, the lower end of the second damping column 65 is located between the two mounting plates, and then a pin shaft is passed through the pin holes on the two mounting plates and the pin hole on the second damping column 65, thereby connecting the second damping column 65 to the bottom plate 1. The pin shaft and the pin hole on the second damping column 65 are in clearance fit, so the second damping column 65 can swing about the pin shaft as a fulcrum. Correspondingly, the upper end of the first damping column 61 is also swingably connected to the steel column mounting seat 4 by the above-mentioned installation manner, and the lower end of the steel column mounting seat 4 is also swingably installed on the bottom plate 1 by the above-mentioned installation manner.

[0030] The diameter of the pressing plate 62 matches the inner diameter of the damping sleeve 63, so that the pressing plate 62 can be installed in the damping sleeve 63. The upper end of the damping sleeve 63 can be provided with an end cover, which is threadedly connected with the damping sleeve 63, so that the end cover and the damping sleeve 63 can be disassembled, facilitating the installation of the spring 64 and the lower end of the first damping column 61 in the damping sleeve 63. In installation, after the spring 64 and the lower end of the first damping column 61 are installed in the damping sleeve 63, the end cover is covered, and finally the upper end of the first damping column 61 is connected to the steel column mounting seat 4.

[0031] In use, the steel column 8 is installed on the steel column mounting seat 4. When a stone falls on the protective net, the impact force is applied to the steel column 8, the steel column 8 applies pressure to the steel column mounting seat 4, the steel column mounting seat 4 swings, and the impact force received by the steel column 8 is absorbed by compressing the damping mechanism 6, thereby protecting the steel column 8.

[0032] As a mounting mode, as shown in Figure 2 , the steel column mounting seat 4 is provided with a T-shaped notch 7, since the steel column 8 is an I-beam or H-shaped steel, when mounting, one side of the steel column 8 is inserted into the T-shaped notch 7 from the end of the steel column mounting seat 4, so as to mount the steel column 8 on the steel column mounting seat 4, as shown in Figure 3 , 4 .

[0033] As another mounting mode, the steel column 8 can also be mounted on the steel column mounting seat 4 by bolts. Specifically, a waist-shaped hole is provided on the flange plate of the steel column 8, and the bolt is connected to the steel column mounting seat 4 after passing through the waist-shaped hole. By providing the waist-shaped hole, a certain amount of movement can be provided between the steel column mounting seat 4 and the steel column.

[0034] As shown in Figure 1 , the lower end of the steel column mounting seat 4 is connected with a support plate 2, so as to support the steel column 8. In addition, a rubber buffer pad 3 is provided on the support surface of the support plate 2, which can buffer the axial impact force received by the steel column 8, further protecting the steel column 8.

[0035] As another optional implementation, the steel column mounting seat 4 and the bottom plate 1 are further provided with a connecting rod suspension 5, and the two ends of the connecting rod suspension 5 can also be mounted between the steel column mounting seat and the bottom plate in the same mounting mode as the damping mechanism 6 described above, and can be swingably mounted. The connecting rod suspension 5 is composed of two connecting rods, which are swingably connected through a pin shaft, and a torsional spring is sleeved on the pin shaft. When the steel column mounting seat 4 is subjected to pressure, the connecting rod suspension 5 is also compressed, thereby further buffering the pressure received by the steel column mounting seat 4.

[0036] It should be noted that all the features disclosed in the specification, or the steps in all the methods or processes disclosed, can be combined in any manner, except for mutually exclusive features and / or steps.

[0037] In addition, the above specific embodiments are exemplary, and those skilled in the art can think of various solutions under the inspiration of the disclosure of the present application, and these solutions also belong to the disclosed scope of the present application and fall within the protection scope of the present application. Those skilled in the art should understand that the specification and drawings of the present application are illustrative and do not constitute a limitation on the claims. The protection scope of the present application is defined by the claims and their equivalents.

Claims

1. A steel column seismic base, characterized by, The utility model relates to a steel column installation base (4) swingably arranged on a bottom plate (1) and a damping mechanism (6) having one end movably connected to the steel column installation base (4) and the other end movably connected to the bottom plate (1). The damping mechanism comprises a second damping column (65) having a lower end movably connected to the bottom plate (1) and an upper end provided with a damping sleeve (63), a spring (64) arranged in the damping sleeve (63), and a first damping column (61) having an upper end movably connected to the steel column installation base (4) and a lower end inserted into the damping sleeve (63). The lower end of the first damping column (61) is provided with a pressing plate (62).

2. The steel column seismic base of claim 1, wherein The steel column installation base (4) is provided with a T-shaped notch (7) for mounting a steel column (8).

3. The steel column seismic base of claim 2, wherein The lower end of the steel column installation base (4) is connected to a support plate (2).

4. The steel column seismic base of claim 1, wherein The support surface of the support plate (2) is provided with a rubber buffer pad (3).

5. The steel column seismic base of claim 4, wherein A connecting rod suspension (5) is further arranged between the steel column installation base (4) and the bottom plate (1).

6. The steel column seismic base of claim 1, wherein ​