CN212153703U - Steel construction of antidetonation anti-shake - Google Patents

Steel construction of antidetonation anti-shake Download PDF

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Publication number
CN212153703U
CN212153703U CN202020257490.4U CN202020257490U CN212153703U CN 212153703 U CN212153703 U CN 212153703U CN 202020257490 U CN202020257490 U CN 202020257490U CN 212153703 U CN212153703 U CN 212153703U
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China
Prior art keywords
connecting rod
fixedly connected
steel construction
shake
base
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CN202020257490.4U
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Chinese (zh)
Inventor
杨坤
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Zhongshan Jinshi Metal Products Industrial Co ltd
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Jiaya Zhaoqing Steel Structure Co ltd
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Priority to CN202020257490.4U priority Critical patent/CN212153703U/en
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Abstract

The utility model discloses a steel construction of antidetonation anti-shake, comprising a base plate, the top fixedly connected with bracing piece of bottom plate, the top fixedly connected with diaphragm of bracing piece, the equal sliding connection in both sides at diaphragm top has the base, two the base rotates respectively and is connected with first connecting rod and second connecting rod, the axle center department of first connecting rod and second connecting rod rotates the connection, the top of first connecting rod and second connecting rod all rotates and is connected with the footstock, the top sliding connection of footstock has the mounting panel, the top fixedly connected with buffer of mounting panel, buffer's top fixedly connected with roof. This steel construction of antidetonation anti-shake has reached the purpose of being convenient for carry out the buffering to the steel construction, protects the steel construction effectively, when the steel construction received the impact, protects the steel construction, avoids the damage of steel construction, has improved the life of steel construction effectively.

Description

Steel construction of antidetonation anti-shake
Technical Field
The utility model relates to a steel construction technical field specifically is a steel construction of antidetonation anti-shake.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer.
The existing steel structure does not have a buffer structure, so that the existing steel structure often cannot buffer when facing large impact, and the damage of the steel structure is easily caused.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a steel construction of antidetonation anti-shake has solved current steel construction and has not had buffer structure, when in the face of great impact, often can't cushion, causes the problem of the damage of steel construction easily.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a steel construction of antidetonation anti-shake, includes the bottom plate, the top fixedly connected with bracing piece of bottom plate, the top fixedly connected with diaphragm of bracing piece, the equal sliding connection in both sides at diaphragm top has the base, two the base rotates respectively and is connected with first connecting rod and second connecting rod, the axle center department of first connecting rod and second connecting rod rotates the connection, the top of first connecting rod and second connecting rod all rotates and is connected with the footstock, the top sliding connection of footstock has the mounting panel, the top fixedly connected with buffer of mounting panel, buffer's top fixedly connected with roof.
Preferably, buffer includes the buffering frame, the equal sliding connection in both sides on buffering frame surface has the slider, the bottom of slider is rotated and is connected with the down tube, the bottom of down tube is rotated and is connected with the rotation seat.
Preferably, a second spring is arranged between the opposite sides of the two sliding blocks.
Preferably, a supporting seat is fixedly connected between the bottom plate and one side opposite to the transverse plate.
Preferably, a first spring is fixedly connected between the opposite sides of the base and the top seat.
Preferably, the number of the base and the top seat is four.
(III) advantageous effects
The utility model provides a steel construction of antidetonation anti-shake. The method has the following beneficial effects: this steel construction of antidetonation anti-shake, through the top fixedly connected with bracing piece of bottom plate, the top fixedly connected with diaphragm of bracing piece, the equal sliding connection in both sides at diaphragm top has the base, two the base rotates respectively and is connected with first connecting rod and second connecting rod, the axle center department of first connecting rod and second connecting rod rotates the connection, the top of first connecting rod and second connecting rod all rotates and is connected with the footstock, the top sliding connection of footstock has the mounting panel, the top fixedly connected with buffer of mounting panel, buffer's top fixedly connected with roof, the frame has reached the purpose of being convenient for carry out the buffering to the steel construction, protects the steel construction effectively, when the steel construction received the impact, protects the steel construction, avoids the damage of steel construction, has improved the life of steel construction effectively.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the buffering device of the present invention.
In the figure: 1. a base plate; 2. a support bar; 3. a supporting seat; 4. a transverse plate; 5. a base; 6. a first link; 7. a second link; 8. a top seat; 9. a first spring; 10. mounting a plate; 11. a buffer device; 111. a buffer frame; 112. a slider; 113. a second spring; 114. a diagonal bar; 115. a rotating seat; 12. a top plate.
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.
As shown in fig. 1-2, the utility model provides a technical solution: the utility model provides a steel construction of antidetonation anti-shake, includes bottom plate 1, the top fixedly connected with bracing piece 2 of bottom plate 1, the top fixedly connected with diaphragm 4 of bracing piece 2, the equal sliding connection in both sides at diaphragm 4 top has base 5, two base 5 rotates respectively and is connected with first connecting rod 6 and second connecting rod 7, the axle center department of first connecting rod 6 and second connecting rod 7 rotates and connects, the top of first connecting rod 6 and second connecting rod 7 all rotates and is connected with footstock 8, the top sliding connection of footstock 8 has mounting panel 10, the top fixedly connected with buffer 11 of mounting panel 10, the top fixedly connected with roof 12 of buffer 11.
The buffer device 11 comprises a buffer frame 111, wherein two sides of the surface of the buffer frame 111 are both connected with a sliding block 112 in a sliding manner, the bottom of the sliding block 112 is rotatably connected with an inclined rod 114, and the bottom end of the inclined rod 114 is rotatably connected with a rotating seat 115.
A second spring 113 is arranged between the opposite sides of the two sliders 112.
And a supporting seat 3 is fixedly connected between one side of the bottom plate 1 opposite to the transverse plate 4.
A first spring 9 is fixedly connected between the opposite sides of the base 5 and the top seat 8.
The number of the base 5 and the top seat 8 is four.
In conclusion, the anti-seismic and anti-shake steel structure has the advantages that the supporting rods 2 are fixedly connected to the top of the bottom plate 1, the transverse plates 4 are fixedly connected to the top ends of the supporting rods 2, the bases 5 are slidably connected to both sides of the top of the transverse plates 4, the two bases 5 are respectively and rotatably connected with the first connecting rod 6 and the second connecting rod 7, the axes of the first connecting rod 6 and the second connecting rod 7 are rotatably connected, the top ends of the first connecting rod 6 and the second connecting rod 7 are rotatably connected with the top base 8, the top of the top base 8 is slidably connected with the mounting plate 10, the top of the mounting plate 10 is fixedly connected with the buffer device 11, the top of the buffer device 11 is fixedly connected with the top plate 12, the outer frame achieves the purpose of conveniently buffering the steel structure, effectively protects the steel structure, protects the steel structure when the steel structure receives impact, and avoids the, effectively prolonging the service life of the steel structure.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
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 (6)

1. The utility model provides a steel construction of antidetonation anti-shake, includes bottom plate (1), its characterized in that: the top fixedly connected with bracing piece (2) of bottom plate (1), top fixedly connected with diaphragm (4) of bracing piece (2), the equal sliding connection in both sides at diaphragm (4) top has base (5), two base (5) rotate respectively and are connected with first connecting rod (6) and second connecting rod (7), the axle center department of first connecting rod (6) and second connecting rod (7) rotates and connects, the top of first connecting rod (6) and second connecting rod (7) all rotates and is connected with footstock (8), the top sliding connection of footstock (8) has mounting panel (10), the top fixedly connected with buffer (11) of mounting panel (10), the top fixedly connected with roof (12) of buffer (11).
2. An anti-seismic and anti-shake steel structure according to claim 1, characterized in that: buffer (11) are including buffering frame (111), the equal sliding connection in both sides on buffering frame (111) surface has slider (112), the bottom of slider (112) is rotated and is connected with down tube (114), the bottom of down tube (114) is rotated and is connected with and rotates seat (115).
3. An anti-seismic and anti-shake steel structure according to claim 2, characterized in that: a second spring (113) is arranged between the opposite sides of the two sliding blocks (112).
4. An anti-seismic and anti-shake steel structure according to claim 1, characterized in that: and a supporting seat (3) is fixedly connected between one side of the bottom plate (1) opposite to the transverse plate (4).
5. An anti-seismic and anti-shake steel structure according to claim 1, characterized in that: a first spring (9) is fixedly connected between one side of the base (5) opposite to the top seat (8).
6. An anti-seismic and anti-shake steel structure according to claim 1, characterized in that: the number of the base (5) and the number of the top seat (8) are four.
CN202020257490.4U 2020-03-05 2020-03-05 Steel construction of antidetonation anti-shake Active CN212153703U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020257490.4U CN212153703U (en) 2020-03-05 2020-03-05 Steel construction of antidetonation anti-shake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020257490.4U CN212153703U (en) 2020-03-05 2020-03-05 Steel construction of antidetonation anti-shake

Publications (1)

Publication Number Publication Date
CN212153703U true CN212153703U (en) 2020-12-15

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CN202020257490.4U Active CN212153703U (en) 2020-03-05 2020-03-05 Steel construction of antidetonation anti-shake

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112554341A (en) * 2020-12-29 2021-03-26 安徽金和鑫钢结构有限公司 Steel construction of antidetonation anti-shake

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112554341A (en) * 2020-12-29 2021-03-26 安徽金和鑫钢结构有限公司 Steel construction of antidetonation anti-shake

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Effective date of registration: 20230907

Address after: No. 1-3 Shenghui South Road, Nantou Town, Zhongshan City, Guangdong Province, 528400 (Building 3)

Patentee after: Zhongshan Jinshi Metal Products Industrial Co.,Ltd.

Address before: Workshop 6, Guangfeng (Zhaoqing) Steel Co., Ltd., No. 5 Jinyuan Avenue, Jintao Industrial Park, Jinli Town, Gaoyao District, Zhaoqing City, Guangdong Province, 526000

Patentee before: Jiaya (Zhaoqing) Steel Structure Co.,Ltd.