CN207567984U - A kind of skyscraper connection type shock resistance formed steel construction - Google Patents
A kind of skyscraper connection type shock resistance formed steel construction Download PDFInfo
- Publication number
- CN207567984U CN207567984U CN201721481152.3U CN201721481152U CN207567984U CN 207567984 U CN207567984 U CN 207567984U CN 201721481152 U CN201721481152 U CN 201721481152U CN 207567984 U CN207567984 U CN 207567984U
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- several
- buffering
- steel construction
- ball
- shock resistance
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Abstract
The utility model discloses a kind of skyscraper connection type shock resistance formed steel construction, including：Steel construction ontology, several upper cushion blocks, several lower cushion blocks, several buffering balls and several springs, several upper cushion blocks are respectively fixedly connected with the bottom surface of upper cross plate and are respectively facing lower cross plate, several lower cushion blocks are respectively fixedly connected with the top surface of the lower cross plate and are respectively facing several upper cushion blocks, several buffering balls are respectively and independently arranged in several ball-and-sockets, are connected between several buffering balls by several springs.Through the above way, the utility model skyscraper is with connection type shock resistance formed steel construction by placing buffering ball in ball-and-socket, and each buffering ball is connected by spring, when steel construction ontology is by impact force, power can quickly be dispersed to buffering ball, it realizes firm and buffering function, has extensive market prospects in popularizing for skyscraper connection type shock resistance formed steel construction.
Description
Technical field
The present invention relates to field of steel structure, more particularly to a kind of skyscraper connection type shock resistance formed steel construction.
Background technology
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by shaped steel
With steel plate etc. made of the components composition such as girder steel, steel column, steel truss, generally use weld seam between each component or component, bolt or
Rivet interlacement.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
Existing steel construction shock resistance is poor, and there are some potential safety problemss, are unfavorable for keeping the safety in production and live.
Invention content
The invention mainly solves the technical problem of providing a kind of skyscraper connection type shock resistance formed steel constructions, pass through
Ball-and-socket is formed, and buffering ball is placed in ball-and-socket in the inside of steel construction ontology using upper cushion block and lower cushion block, and
Each buffering ball is connected by spring, when steel construction ontology is by impact force, power can quickly be dispersed to buffering
Ball, simultaneous buffering ball are mutually linked, and can enhance the ability of keeping out to impact force, and realization consolidates and the function of buffering, structure novel,
It is good impact resistance, safe and reliable, convenient and practical, skyscraper connection type shock resistance formed steel construction it is universal on have extensively
Market prospects.
In order to solve the above technical problems, the present invention provides a kind of skyscraper connection type shock resistance formed steel construction, including：
Steel construction ontology, several upper cushion blocks, several lower cushion blocks, several buffering balls and several springs, the steel construction ontology
Including upper cross plate, lower cross plate and two side plates, the upper cross plate lower cross plate is horizontally fixed on by described two side plates
Top, several upper cushion blocks are respectively fixedly connected with the bottom surface of the upper cross plate and are respectively facing the lower cross plate, described
Several lower cushion blocks are respectively fixedly connected with the top surface of the lower cross plate and are respectively facing several upper cushion blocks, it is described on
The space that cushion pad and the lower cushion block surround forms ball-and-socket, if several buffering balls be respectively and independently arranged at it is described
In dry bulb nest, connected between several buffering balls by several springs.
In a preferred embodiment of the present invention, the lower surface cross-sectional shape of the upper cushion block is arc-shaped.
In a preferred embodiment of the present invention, the upper surface cross-sectional shape of the lower cushion block is arc-shaped.
In a preferred embodiment of the present invention, the shape of the buffering ball is spherical shape.
In a preferred embodiment of the present invention, the material of the upper cushion block, the lower cushion block, the buffering ball
Matter is flexible material.
The beneficial effects of the invention are as follows：Skyscraper of the present invention is with connection type shock resistance formed steel construction by using upper buffering
Cushion block and lower cushion block form ball-and-socket in the inside of steel construction ontology, and buffering ball is placed in ball-and-socket, and by spring come
Each buffering ball is connected, when steel construction ontology is by impact force, power can quickly be dispersed to buffering ball, simultaneous buffering
Ball is mutually linked, and can enhance the ability of keeping out to impact force, realizes firm and buffering function, structure novel, good impact resistance,
Securely and reliably, it is convenient and practical, there are extensive market prospects in popularizing for skyscraper connection type shock resistance formed steel construction.
Description of the drawings
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only some embodiments of the present invention, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing, wherein：
Fig. 1 is the structure diagram of skyscraper one preferred embodiment of connection type shock resistance formed steel construction of the present invention.
Specific embodiment
The technical solution in the embodiment of the present invention will be clearly and completely described below, it is clear that described implementation
Example is only the part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
All other embodiment that technical staff is obtained without making creative work belongs to the model that the present invention protects
It encloses.
Referring to Fig. 1, the embodiment of the present invention includes：
A kind of skyscraper connection type shock resistance formed steel construction, including：Steel construction ontology 1, several upper cushion blocks 2,
Several lower cushion blocks 3, several buffering balls 4 and several springs 5.
The steel construction ontology 1 includes upper cross plate 101, lower cross plate 102 and two side plates 103, and the upper cross plate 101 passes through
Described two side plates 103 are horizontally fixed on the top of the lower cross plate 102, and several upper cushion blocks 2 are respectively fixedly connected with
The bottom surface of the upper cross plate 101 and the lower cross plate 102 is respectively facing, several lower cushion blocks 3 are respectively fixedly connected with institute
It states the top surface of lower cross plate 102 and is respectively facing several upper cushion blocks 2, the upper cushion block 2 and the lower cushion
The space that block 3 surrounds forms ball-and-socket 201, and several buffering balls 4 are respectively and independently arranged in several ball-and-sockets 201, work as steel
When structural body 1 is by impact force, power can quickly be dispersed to buffering ball 4, and realization consolidates and the function of buffering, structure novel,
It is good impact resistance, safe and reliable, convenient and practical, it is connected between several buffering balls 4 by several springs 5, using bullet
Spring 5 connects each buffering ball 4, and simultaneous buffering ball 4 is mutually linked, and can enhance and keep out ability to impact force.
Preferably, the lower surface cross-sectional shape of the upper cushion block 2 is arc-shaped.
Preferably, the upper surface cross-sectional shape of the lower cushion block 3 is arc-shaped.
Preferably, the shape of the buffering ball 4 is spherical shape.
Preferably, the upper cushion block 2, the lower cushion block 3, the buffering ball 4 material be flexible material.
Skyscraper of the present invention is with the advantageous effect of connection type shock resistance formed steel construction：
First, ball-and-socket is formed in the inside of steel construction ontology by using upper cushion block and lower cushion block, and in ball-and-socket
Interior placement buffering ball, when steel construction ontology is by impact force, power can quickly be dispersed to buffering ball, realize firm and buffering
Function, it is structure novel, good impact resistance, safe and reliable, convenient and practical；
2nd, each buffering ball is connected by using spring, simultaneous buffering ball is mutually linked, and can be enhanced to impact force
Keep out ability.
The foregoing is merely the embodiment of the present invention, are not intended to limit the scope of the invention, every to utilize this hair
The equivalent structure or equivalent flow shift that bright description is made directly or indirectly is used in other relevant technology necks
Domain is included within the scope of the present invention.
Claims (5)
1. a kind of skyscraper connection type shock resistance formed steel construction, which is characterized in that including：It is steel construction ontology, several slow
Rush cushion block, several lower cushion blocks, several buffering balls and several springs, the steel construction ontology include upper cross plate, lower cross plate and
Two side plates, the upper cross plate are horizontally fixed on the top of the lower cross plate, several upper bufferings by described two side plates
Cushion block is respectively fixedly connected with the bottom surface of the upper cross plate and is respectively facing the lower cross plate, and several lower cushion blocks are solid respectively
Surely it connects the top surface of the lower cross plate and is respectively facing several upper cushion blocks, the upper cushion block and the lower buffering
The space that cushion block surrounds forms ball-and-socket, and several buffering balls are respectively and independently arranged in several ball-and-sockets, described several slow
It rushes between ball through several springs connections.
2. skyscraper according to claim 1 connection type shock resistance formed steel construction, which is characterized in that the upper buffering
The lower surface cross-sectional shape of cushion block is arc-shaped.
3. skyscraper according to claim 1 connection type shock resistance formed steel construction, which is characterized in that the lower buffering
The upper surface cross-sectional shape of cushion block is arc-shaped.
4. skyscraper according to claim 1 connection type shock resistance formed steel construction, which is characterized in that the buffering ball
Shape for spherical shape.
5. skyscraper according to claim 1 connection type shock resistance formed steel construction, which is characterized in that the upper buffering
Cushion block, the lower cushion block, the buffering ball material be flexible material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721481152.3U CN207567984U (en) | 2017-11-09 | 2017-11-09 | A kind of skyscraper connection type shock resistance formed steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721481152.3U CN207567984U (en) | 2017-11-09 | 2017-11-09 | A kind of skyscraper connection type shock resistance formed steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207567984U true CN207567984U (en) | 2018-07-03 |
Family
ID=62694063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721481152.3U Expired - Fee Related CN207567984U (en) | 2017-11-09 | 2017-11-09 | A kind of skyscraper connection type shock resistance formed steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207567984U (en) |
-
2017
- 2017-11-09 CN CN201721481152.3U patent/CN207567984U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20181109 |
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| CF01 | Termination of patent right due to non-payment of annual fee |