CN215367953U

CN215367953U - Elastic anti-seismic structure of energy-saving assembled steel structure house

Info

Publication number: CN215367953U
Application number: CN202121697738.XU
Authority: CN
Inventors: 廖勇富; 税正香; 税正刚; 李学亮; 任浩; 廖九华; 沈朝燚; 曾荣斌; 陶安明
Original assignee: Yunnan Delian Construction Engineering Co ltd
Current assignee: Yunnan Delian Construction Engineering Co ltd
Priority date: 2021-07-26
Filing date: 2021-07-26
Publication date: 2021-12-31
Anticipated expiration: 2031-07-26

Abstract

The utility model relates to the technical field of steel structures, and discloses an elastic anti-seismic structure of an energy-saving assembly type steel structure house, which comprises a sleeve, wherein the inner side of the sleeve is connected with an elastic plate, the back side of the elastic plate is connected with a first spring, the bottom side of the sleeve is connected with a base plate, a second spring is connected above the base plate, a T-shaped sleeve is connected above the second spring, a first upright post is connected above the T-shaped sleeve, and four ejector blocks are connected outside the first upright post. The integral shock resistance is improved, and the problem of weak shock resistance is solved.

Description

Elastic anti-seismic structure of energy-saving assembled steel structure house

Technical Field

The utility model relates to the technical field of steel structures, in particular to an elastic anti-seismic structure of an energy-saving assembled steel structure house.

Background

With the development of modern industrial technology, the building can be manufactured in batches like machine production, only prefabricated building components are assembled through drawings, and the building assembled by prefabricated parts on the construction site is called as a fabricated building, and the earthquake-resistant structure cannot be reduced in modern fabricated steel structure buildings.

Various anti-seismic structures exist in the market at present, but the anti-seismic structures generally have weak anti-seismic capacity, so that the elastic anti-seismic structure of the energy-saving assembled steel structure house is provided by the technical personnel in the field to solve the problems in the background art.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an elastic anti-seismic structure of an energy-saving assembled steel structure house, so as to solve the problems in the background technology.

In order to achieve the purpose, the utility model provides the following technical scheme:

the utility model provides an elasticity antidetonation structure in energy-conserving assembled steel structure house, includes the sleeve pipe, the sheathed tube inboard is connected with four elastic plates, four the dorsal part of elastic plate is connected with first spring, first spring is connected with the sleeve pipe, the sheathed tube bottom side is connected with the backing plate, the top of backing plate is connected with the second spring, the top of second spring is connected with T type sleeve, the telescopic top of T type is connected with first stand, the telescopic inboard of T type is connected with the connecting rod, the connecting rod is connected with the backing plate, the position that the inside of first stand is close to the connecting rod is seted up flutedly, the outside of first stand is connected with four kicking blocks.

As a still further scheme of the utility model: the outside of first stand is connected with four sliders, four the outside of slider is connected with the slide rail, the slide rail is connected with the sleeve pipe.

As a still further scheme of the utility model: the top of first stand is connected with the roof, four first through-holes have been seted up to the inside of roof.

As a still further scheme of the utility model: a bottom plate is connected below the sleeve, and four groups of second through holes are formed in the bottom plate.

As a still further scheme of the utility model: the backing plate is fixedly welded with the sleeve, and the T-shaped sleeve is fixedly welded with the first upright post.

As a still further scheme of the utility model: the position of the top block corresponds to the position of the elastic plate.

As a still further scheme of the utility model: one end of the elastic plate is fixedly welded with the sleeve, and the other end of the elastic plate is set to be 30 degrees.

Compared with the prior art, the utility model has the beneficial effects that:

1. through first spring and second spring, when the shake condition about appearing in first stand, make the impact force transmit inside the second spring, under the effect of second spring, be favorable to buffering the impact force that first stand received, play the effect of buffering protection, when the shake appears from top to bottom in first stand, drive the kicking block downstream in the first stand outside, contact with the elastic plate, under the effect of first spring, cushion the decurrent pressure of first stand, avoid the decurrent degree of depth of first stand too deeply, be favorable to reducing the pressure that the second spring received, whole shock resistance has been improved, the problem that shock resistance is weaker has been solved.

2. Through slide rail and slider, when the shake condition appeared in first stand, the slider in the first stand outside was slided from top to bottom along the slide rail, and the spacing effect of controlling that plays prevents that first stand shake range is too big, has improved the shock resistance.

Drawings

FIG. 1 is a schematic structural view of an elastic anti-seismic structure of an energy-saving fabricated steel structure house;

FIG. 2 is a side cross-sectional view of a first column and a sleeve in an elastic seismic structure of an energy-efficient fabricated steel structure house;

fig. 3 is a top view of a first column and a sleeve in an elastic anti-seismic structure of an energy-saving fabricated steel structure house.

In the figure: 1. a first through hole; 2. a top plate; 3. a first upright post; 4. a sleeve; 5. a second through hole; 6. a base plate; 7. a slide rail; 8. a slider; 9. a groove; 10. a top block; 11. an elastic plate; 12. a first spring; 13. a T-shaped sleeve; 14. a second spring; 15. a connecting rod; 16. a backing plate.

Detailed Description

Referring to fig. 1 to 3, in the embodiment of the present invention, an elastic anti-seismic structure of an energy-saving assembly type steel structure house includes a sleeve 4, four elastic plates 11 are connected to an inner side of the sleeve 4, first springs 12 are connected to back sides of the four elastic plates 11, the first springs 12 are connected to the sleeve 4, a backing plate 16 is connected to a bottom side of the sleeve 4, second springs 14 are connected to an upper side of the backing plate 16, T-shaped sleeves 13 are connected to an upper side of the second springs 14, first columns 3 are connected to an upper side of the T-shaped sleeves 13, connecting rods 15 are connected to an inner side of the T-shaped sleeves 13, the connecting rods 15 are connected to the backing plate 16, grooves 9 are formed in positions, close to the connecting rods 15, inside the first columns 3, and four jacking blocks 10 are connected to an outer side of the first columns 3.

In fig. 2: the outside of first stand 3 is connected with four sliders 8, and the outside of four sliders 8 is connected with slide rail 7, and slide rail 7 is connected with sleeve pipe 4, and when the shake condition appeared in first stand 3, the slider 8 in the first stand 3 outside slided from top to bottom along slide rail 7, and the spacing effect of controlling of playing prevents that first stand 3 from shaking the range too big, has improved the shock resistance.

In fig. 1: the top of first stand 3 is connected with roof 2, and four first through-holes 1 have been seted up to the inside of roof 2, with roof 2 and crossbeam contact, insert prefabricated bolt inside the inside preformed hole of first through-hole 1 and crossbeam to screw up, with roof 2 and crossbeam fixed connection.

In fig. 1: the below of sleeve pipe 4 is connected with bottom plate 6, and four sets of second through-holes 5 have been seted up to the inside of bottom plate 6, with bottom plate 6 and base contact, insert prefabricated bolt inside second through-hole 5 and the inside preformed hole of base to screw up, with bottom plate 6 and base fixed connection.

In fig. 2: backing plate 16 and sleeve pipe 4 fixed weld, T type sleeve 13 and the fixed weld of first stand 3, when first stand 3 shake the condition about appearing, make the impact force transmit inside second spring 14, under the effect of second spring 14, be favorable to cushioning the impact force that first stand 3 received, play the effect of buffering protection.

In fig. 2 and 3: the position of kicking block 10 is corresponding with elastic plate 11's position, and when first stand 3 appeared shaking from top to bottom, the kicking block 10 that drives the 3 outsides of first stand moved downwards, with the contact of elastic plate 11, under the effect of first spring 12, cushions the decurrent pressure of first stand 3, avoids first stand 3 degree of depth under to be too deep, is favorable to reducing the pressure that second spring 14 received, has improved whole shock resistance.

In fig. 2: the one end and the sleeve pipe 4 fixed weld of elastic plate 11, the other end of elastic plate 11 sets up to 30 degrees, is favorable to increasing elastic plate 11's fastness.

The working principle of the utility model is as follows: when the shake condition about appearing in first stand 3, make the impact force transmit inside second spring 14, under second spring 14's effect, be favorable to cushioning the impact force that first stand 3 received, play the effect of buffering protection, when the shake appears about first stand 3, drive kicking block 10 downstream in the first stand 3 outside, contact with elastic plate 11, under the effect of first spring 12, cushion first stand 3 decurrent pressure, avoid first stand 3 to deepen deeply downwards, be favorable to reducing the pressure that second spring 14 received, when the shake condition appears in first stand 3, slide rail 7 is carried out to slider 8 in the first stand 3 outside along, the spacing effect of controlling of playing, prevent that first stand 3 shake range is too big, the shock resistance has been improved.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the scope of the present invention, and the technical solutions and the utility model concepts of the present invention are equivalent to or changed within the scope of the present invention.

Claims

1. The elastic anti-seismic structure of the energy-saving assembled steel structure house comprises a sleeve (4) and is characterized in that the inner side of the sleeve (4) is connected with four elastic plates (11), the back sides of the elastic plates (11) are connected with first springs (12), the first springs (12) are connected with the sleeve (4), the bottom side of the sleeve (4) is connected with a backing plate (16), a second spring (14) is connected above the backing plate (16), a T-shaped sleeve (13) is connected above the second spring (14), a first upright post (3) is connected above the T-shaped sleeve (13), a connecting rod (15) is connected with the inner side of the T-shaped sleeve (13), the connecting rod (15) is connected with the backing plate (16), and a groove (9) is formed in the position, close to the connecting rod (15), of the inner part of the first upright post (3), the outer side of the first upright post (3) is connected with four jacking blocks (10).

2. The elastic anti-seismic structure of an energy-saving assembled steel structure house according to claim 1, characterized in that the outer side of the first upright (3) is connected with four sliding blocks (8), the outer sides of the four sliding blocks (8) are connected with sliding rails (7), and the sliding rails (7) are connected with a sleeve (4).

3. The elastic anti-seismic structure of the energy-saving assembled steel structure house according to claim 1, wherein a top plate (2) is connected above the first upright column (3), and four first through holes (1) are formed in the top plate (2).

4. The elastic anti-seismic structure of the energy-saving assembled steel structure house according to claim 1, characterized in that a bottom plate (6) is connected below the sleeve (4), and four sets of second through holes (5) are formed in the bottom plate (6).

5. The elastic anti-seismic structure of an energy-saving assembled steel structure house according to claim 1, characterized in that the tie plate (16) is fixedly welded with the sleeve (4), and the T-shaped sleeve (13) is fixedly welded with the first upright (3).

6. The elastic earthquake-resistant structure of energy-saving fabricated steel structure house according to claim 1, wherein the position of the top block (10) corresponds to the position of the elastic plate (11).

7. The elastic anti-seismic structure of an energy-saving fabricated steel structure house according to claim 1, wherein one end of the elastic plate (11) is fixedly welded with the sleeve (4), and the other end of the elastic plate (11) is set at 30 degrees.