CN203420361U - Damping connection structure of steel structure and I-shaped steel - Google Patents
Damping connection structure of steel structure and I-shaped steel Download PDFInfo
- Publication number
- CN203420361U CN203420361U CN201320560071.8U CN201320560071U CN203420361U CN 203420361 U CN203420361 U CN 203420361U CN 201320560071 U CN201320560071 U CN 201320560071U CN 203420361 U CN203420361 U CN 203420361U
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- steel
- iron
- flexible connector
- shaped steel
- shock
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Abstract
The utility model relates to a damping connection structure of a steel structure and I-shaped steel. The utility model aims at providing the damping connection structure of the steel structure and the I-shaped steel which is simple in structure and convenient to make, and reduces shock damage. The damping connection structure of the steel structure and the I-shaped steel comprises a steel column and the I-shaped steel, and is characterized in that the steel column is supported by one end of the I-shaped steel, the I-shaped steel and the steel column are connected through an elastic connector, and the elastic connector is formed by inwardly bending two corners of one side of a rectangular frame to form an arc plate. The damping connection structure of the steel structure and the I-shaped steel is suitable for building steel structures.
Description
Technical field
The utility model relates to the shock-absorption connecting structure of a kind of steel work and i iron.Be applicable to construction steel structure.
Background technology
The utilization of steel work in highrise building is more and more extensive, between steel work and steel work the design of connected node be not more and more designed person yet and pay attention to.How connected node is accomplished to rational connection, rationally balanced to guarantee its structure stress, and processing and fabricating is convenient, and it is convenient to install, and improves the fast design main points that are each unit in charge of construction that wait of construction speed.
The patent No. is 201020212513.6 Chinese patent, the connected node of a kind of steel column structure and i iron, in the outer rim of steel column and the steel ring inwall of clamping ring kiss, join, clamping ring is fixedly connected with steel column outer rim, described clamping ring is a tubular steel coil structures, two ends up and down at steel ring are respectively equipped with steel loop, on corresponding of the both sides of upper and lower two steel loops, be respectively equipped with screw, described two i iron are located at respectively the steel ring both sides between upper and lower two steel loops and are connected to form respectively the connected node of steel column structure and i iron with the corresponding surface of upper and lower two steel loops by bolt.Yet this structure does not have glissando, when structure quake, easily cause steel work to damage.
Summary of the invention
The technical problems to be solved in the utility model is: for the problem of above-mentioned existence, provide the shock-absorption connecting structure of a kind of steel work simple in structure, easy to make and i iron, to reduce vibrations damage.
The technical scheme that the utility model adopts is: the shock-absorption connecting structure of a kind of steel work and i iron, there is steel column and i iron, and it is characterized in that: steel column is withstood in described i iron one end, and both are connected through Flexible Connector; Described Flexible Connector is bent inwards as forming after arc plate by rectangular frame place, two angles on one side.
Between two arc plates of described Flexible Connector, through double-screw bolt, be fixedly connected with steel column; The upper and lower both sides of described Flexible Connector are fixedly connected with i iron crossbeam through screw bolt and nut.
On described double-screw bolt, be arranged with spring-backed quill.
On described bolt and double-screw bolt, is furnished with elastomeric pad.
Described Flexible Connector is arranged in i iron both sides.
The beneficial effects of the utility model are: the utility model is simple in structure, easy to make and cost of manufacture is lower.Two arc plates on Flexible Connector can shock adaptive environment, plays damping effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present embodiment.
Fig. 2 is the front view of the present embodiment Elastic connector.
Fig. 3 is the left view of the present embodiment Elastic connector.
The specific embodiment
As shown in Figure 1, the present embodiment is the shock-absorption connecting structure of a kind of steel work and i iron, has steel column 1 and i iron 2, and wherein steel column 1 is withstood in i iron 2 one end, and both are connected through being arranged in the Flexible Connector 3 of i iron 2 both sides.As shown in Figure 2 and Figure 3, Flexible Connector 3 is bent inwards and is formed into arc plate 301 is rear by rectangular frame 302 place, two angles on one side.Between two arc plates 301 of this routine Elastic connector 3, through double-screw bolt 6, be fixedly connected with steel column 1, on this double-screw bolt, be arranged with spring-backed quill 7, to reduce vibrations, and be convenient to install double-screw bolt; Flexible Connector is fixedly connected with i iron crossbeam 2 with nut 5 through bolt 4 on both sides Shang Xia 3.On Flexible Connector 3, correspondence position is provided with the screw 303 that supplies bolt 4 or double-screw bolt 6 to pass.In this example, on bolt 4 and double-screw bolt 6, is all furnished with elastomeric pad.
Certainly, above-mentioned explanation is not limitation of the utility model, and the utility model is also not limited to above-mentioned giving an example; those skilled in the art; in scope of the present utility model, the variation of making, change and add or replace, all should belong to protection domain of the present utility model.
Claims (5)
1. a shock-absorption connecting structure for steel work and i iron, has steel column (1) and i iron (2), it is characterized in that: steel column (1) is withstood in described i iron (2) one end, and both are connected through Flexible Connector (3); Described Flexible Connector (3) is bent inwards and is formed into after arc plate (301) by rectangular frame (302) place, two angles on one side.
2. the shock-absorption connecting structure of steel work according to claim 1 and i iron, is characterized in that: between two arc plates (301) of described Flexible Connector (3), through double-screw bolt (6), be fixedly connected with steel column (1); The upper and lower both sides of described Flexible Connector (3) are fixedly connected with i iron crossbeam (2) with nut (5) through bolt (4).
3. the shock-absorption connecting structure of steel work according to claim 2 and i iron, is characterized in that: on described double-screw bolt (6), be arranged with spring-backed quill (7).
4. the shock-absorption connecting structure of steel work according to claim 2 and i iron, is characterized in that: on described bolt (4) and double-screw bolt (6), be furnished with elastomeric pad.
5. the shock-absorption connecting structure of steel work according to claim 1 and i iron, is characterized in that: described Flexible Connector (3) is arranged in i iron (2) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320560071.8U CN203420361U (en) | 2013-09-06 | 2013-09-06 | Damping connection structure of steel structure and I-shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320560071.8U CN203420361U (en) | 2013-09-06 | 2013-09-06 | Damping connection structure of steel structure and I-shaped steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203420361U true CN203420361U (en) | 2014-02-05 |
Family
ID=50019461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320560071.8U Expired - Fee Related CN203420361U (en) | 2013-09-06 | 2013-09-06 | Damping connection structure of steel structure and I-shaped steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203420361U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
-
2013
- 2013-09-06 CN CN201320560071.8U patent/CN203420361U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894346A (en) * | 2018-06-26 | 2018-11-27 | 宁波普利凯建筑科技有限公司 | A kind of inlaid self-adaptive non-bearing exterior wall and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140205 Termination date: 20140906 |
|
| EXPY | Termination of patent right or utility model |