CN217326092U

CN217326092U - Steel pipe concrete column shock insulation and absorption device

Info

Publication number: CN217326092U
Application number: CN202221185727.8U
Authority: CN
Inventors: 黄书彪; 孔庆国
Original assignee: Jiangxi Fuhuang Steel Structure Co ltd
Current assignee: Jiangxi Fuhuang Steel Structure Co ltd
Priority date: 2022-05-17
Filing date: 2022-05-17
Publication date: 2022-08-30
Anticipated expiration: 2032-05-17

Abstract

The utility model discloses a steel pipe concrete column shock insulation damping device relates to steel pipe concrete column shock attenuation technical field. This steel pipe concrete column shock insulation damping device, including the cylinder, the cylinder run through the lateral wall of mount and with the inner wall fixed connection of mount, set up threaded hole on the lateral wall of mount, the inside of mount is provided with damper, damper includes: fixed cover, slider, adjusting bolt, the inside of fixed cover is run through by the cylinder, the one end of the bottom fixedly connected with connecting rod of fixed cover, the other end fixed connection of connecting rod is on the movable plate, the slider runs through and sliding connection is on the lateral wall of mount. Through setting up damper, make this device when using, improve the stability of cylinder through the triangle-shaped of connecting rod and mount, cylinder formation, prevent that the cylinder from producing the slope to through the regulation to the connecting rod angle, can carry out auxiliary stay to the co-altitude of cylinder.

Description

Steel pipe concrete column shock insulation and absorption device

Technical Field

The utility model relates to a steel pipe concrete column shock attenuation technical field specifically is a steel pipe concrete column shock insulation damping device.

Background

Concrete filled steel tubes are made by pouring concrete into steel tubes and tamping the concrete to increase the strength and rigidity of the steel tubes. Generally, the concrete filled steel tube with the concrete strength grade below C50 is called ordinary concrete filled steel tube; the steel tube concrete with the concrete strength grade above C50 is called steel tube high-strength concrete; the steel pipe concrete with the concrete strength grade above C100 is called steel pipe ultrahigh-strength concrete.

In the prior art, when the existing steel pipe concrete column is fixed, the column body is inserted into the ground for fixing, however, the stability is easily reduced after a long time, the inclination condition is easily generated, the supporting effect is poor, and the fixing effect of the column body and the ground is poor due to the vibration of surrounding construction.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides a steel pipe concrete column shock insulation damping device has solved the problem that above-mentioned background art mentioned.

(II) technical scheme

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a steel pipe concrete column shock insulation damping device, includes the cylinder, the cylinder run through the lateral wall of mount and with the inner wall fixed connection of mount, set up threaded hole on the lateral wall of mount, the inside of mount is provided with damper, damper includes:

the inner part of the fixed sleeve is penetrated by a cylinder, one end of a connecting rod is fixedly connected to the bottom end of the fixed sleeve, and the other end of the connecting rod is fixedly connected to the movable plate;

the sliding block penetrates through the side wall of the fixing frame and is connected to the side wall of the fixing frame in a sliding mode;

and the adjusting bolt penetrates through the supporting plate and is in threaded connection with the supporting plate.

Preferably, the moving plate is penetrated by the cylinder, the side wall of the moving plate is connected with the inner wall of the fixing frame in a sliding mode, and the side wall of the moving plate is penetrated by the fixing bolt and connected with the fixing bolt in a threaded mode.

Preferably, the fixing bolt penetrates through and is rotatably connected to the side wall of the fixing frame; the top of slider articulates the one end that has the bracing piece, the other end of bracing piece articulates on the lateral wall of fixed cover.

Preferably, the top end of the sliding block is hinged with one end of the supporting rod, and the other end of the supporting rod is hinged on the fixing sleeve.

Preferably, the side wall of the sliding block is elastically connected with the connecting block through a buffer spring, the connecting block penetrates through and is connected to the side wall of the fixing frame in a sliding mode, and the side wall of the connecting block is fixedly connected with the supporting plate.

Preferably, the inner wall of the fixed sleeve is elastically connected with the side wall of the pressing block through an extrusion spring, and the pressing block is in contact with the side wall of the cylinder.

(III) advantageous effects

The utility model provides a steel pipe concrete column shock insulation damping device. The method has the following beneficial effects:

(1) this steel pipe concrete column shock insulation damping device makes this device when using through setting up damper, improves the stability of cylinder through the triangle-shaped of connecting rod and mount, cylinder formation, prevents that the cylinder from producing the slope to through the regulation to the connecting rod angle, can carry out auxiliary stay to the co-altitude of cylinder.

(2) This steel pipe concrete column shock insulation damping device is through setting up damper, makes this device when using, carries out certain buffering effect through buffer spring to the vibrations that the column body produced to friction through slider and mount lateral wall comes to carry out certain offset to vibrations, reaches the effect that alleviates vibrations.

Drawings

FIG. 1 is a schematic view of the overall three-dimensional structure of the present invention;

FIG. 2 is a schematic view of the overall front cross-sectional structure of the present invention;

FIG. 3 is an enlarged schematic view of a portion A of FIG. 2 according to the present invention;

fig. 4 is a schematic view of the top view structure of the fixing sleeve of the present invention.

In the figure: 1. a cylinder; 2. a fixed mount; 3. a threaded hole; 4. a damping mechanism; 41. fixing a sleeve; 42. a support bar; 44. fixing the bolt; 45. a connecting rod; 46. moving the plate; 47. a slider; 48. connecting blocks; 49. a support plate; 410. adjusting the bolt; 412. a buffer spring; 413. briquetting; 414. compressing the spring.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a steel pipe concrete column shock insulation damping device, includes cylinder 1, cylinder 1 run through the lateral wall of mount 2 and with the inner wall fixed connection of mount 2, set up threaded hole 3 on the lateral wall of mount 2, the inside of mount 2 is provided with damper 4.

In the embodiment of the present invention, the damping mechanism 4 includes:

the fixing sleeve 41 is hollow and is penetrated by the cylinder 1, the bottom end of the fixing sleeve 41 is fixedly connected with one end of the connecting rod 45, and the other end of the connecting rod 45 is fixedly connected to the side wall of the moving plate 46;

the sliding block 47, the sliding block 47 runs through the fixed mount 2 and the sliding block 47 is connected on the inner wall of the fixed mount 2 in a sliding manner;

and an adjusting bolt 410, wherein the adjusting bolt 410 penetrates through and is in threaded connection with the side wall of the supporting plate 49.

The moving plate 46 penetrates through the cylinder 1 and is connected to the inner wall of the fixed frame 2 in a sliding manner, the side wall of the moving plate 46 penetrates through and is in threaded connection with the fixed bolt 44, the fixed bolt 44 penetrates through the side wall of the fixed frame 2, and the bottom of the fixed bolt 44 is rotatably connected to the inner wall of the fixed frame 2; the top end of the slide block 47 is hinged with one end of the support rod 42, and the other end of the support rod 42 is hinged on the side wall of the fixed sleeve 41; the side wall of the sliding block 47 is fixedly connected with one end of the buffer spring 412, the other end of the buffer spring 412 is fixedly connected to the side wall of the connecting block 48, the connecting block 48 penetrates through and is slidably connected to the side wall of the fixed frame 2, and the side wall of the connecting block 48 is fixedly connected with the side wall of the supporting plate 49; the inner wall of the fixing sleeve 41 is fixedly connected with one end of the extrusion spring 414, the other end of the extrusion spring 414 is fixedly connected with the side wall of the pressing block 413, the pressing block 413 is in contact with the side wall of the cylinder 1, and the extrusion spring 414 is in a compressed state.

When the device is in use (or in use), the fixing bolt 44 is rotated to drive the moving plate 46 to ascend, the moving plate 46 ascends to drive the fixing sleeve 41 to ascend through the connecting rod 45, the fixing sleeve 41 ascends along the surface of the cylinder 1, the fixing sleeve 41 drives the top end of the supporting rod 42 to ascend, the bottom end of the supporting rod 42 moves inwards, the supporting rod 42 drives the sliding block 47 to move inwards, the sliding block 47 drives the connecting block 48 to move inwards through the buffer spring 412, the connecting block 48 drives the supporting plate 49 and the adjusting bolt 410 to move inwards, after the supporting rod moves to a proper angle, the adjusting bolt 410 is rotated to enable the adjusting bolt 410 to descend into the threaded hole 3 for limiting, at the moment, the fixing bolt 44 is rotated reversely, the fixing bolt 44 drives the fixing sleeve 41 to descend, the fixing sleeve 41 descends to drive the bottom end of the supporting rod 42 to extrude the buffer spring 412 outwards, when the rotation reaches a certain degree, the rotation is stopped.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a steel pipe concrete column shock insulation damping device, includes cylinder (1), cylinder (1) run through the lateral wall of mount (2) and with the inner wall fixed connection of mount (2), its characterized in that: threaded hole (3) are seted up on the lateral wall of mount (2), the inside of mount (2) is provided with damper (4), damper (4) include:

the inner part of the fixed sleeve (41) is penetrated through by a cylinder (1), one end of a connecting rod (45) is fixedly connected to the bottom end of the fixed sleeve (41), and the other end of the connecting rod (45) is fixedly connected to a moving plate (46);

the sliding block (47) penetrates through the side wall of the fixed frame (2) and is connected to the side wall of the fixed frame in a sliding mode;

the adjusting bolt (410) penetrates through the adjusting bolt (410) and is in threaded connection with the supporting plate (49).

2. The steel pipe concrete column shock isolation and absorption device of claim 1, which is characterized in that: the movable plate (46) is penetrated by the cylinder (1), the side wall of the movable plate (46) is in sliding connection with the inner wall of the fixed frame (2), and the side wall of the movable plate (46) is penetrated and is in threaded connection with a fixing bolt (44).

3. The steel pipe concrete column shock isolation and absorption device of claim 2, which is characterized in that: fixing bolt (44) run through and rotate to be connected on the lateral wall of mount (2), the top of slider (47) articulates the one end that has bracing piece (42), the other end of bracing piece (42) articulates on the lateral wall of fixed cover (41).

4. The steel pipe concrete column shock isolation and absorption device of claim 1, which is characterized in that: the top of slider (47) articulates the one end that has bracing piece (42), the other end of bracing piece (42) articulates on fixed cover (41).

5. The steel pipe concrete column shock isolation and absorption device of claim 1, which is characterized in that: the lateral wall of slider (47) passes through buffer spring (412) and connecting block (48) elastic connection, connecting block (48) run through and sliding connection is on the lateral wall of mount (2), the lateral wall fixedly connected with backup pad (49) of connecting block (48).

6. The steel pipe concrete column shock isolation and absorption device of claim 1, which is characterized in that: the inner wall of the fixed sleeve (41) is elastically connected with the side wall of the pressing block (413) through the extrusion spring (414), and the pressing block (413) is in contact with the side wall of the cylinder (1).