CN202627212U - Steel structure joint assembly - Google Patents
Steel structure joint assembly Download PDFInfo
- Publication number
- CN202627212U CN202627212U CN 201220136894 CN201220136894U CN202627212U CN 202627212 U CN202627212 U CN 202627212U CN 201220136894 CN201220136894 CN 201220136894 CN 201220136894 U CN201220136894 U CN 201220136894U CN 202627212 U CN202627212 U CN 202627212U
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- China
- Prior art keywords
- steel structure
- steel
- joint assembly
- shaped
- bolt holes
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a steel structure joint assembly, which comprises an I-shaped steel beam, wherein the steel beam consists of transversal beams and a longitudinal beam which are integrated; bolt holes are formed in the transversal beams; L-shaped limit support plates are arranged on left and right sides of the bolt holes; connecting holes are formed in vertical parts of the L-shaped limit support plates; connecting plates are welded at two ends of the transversal beams; and the bolt holes are formed in the connecting plates. The steel structure joint assembly is simple in structure and convenient to manufacture and produce in standardized, factory and industrialized modes, and the quality of members is ensured; and the problems of high accuracy requirement on blanking and incapability of ensuring welding quality easily in the connection of the conventional H-shaped steel beam and a square column or a circular column are solved, the installation speed of construction is high, and equipment required by on-site installation and construction is a little.
Description
Technical field
The utility model belongs to the steel structure node technical field, especially relates to a kind of node component of steel structure.
Background technology
Steel work has the environmental protection advantage that can reuse no building waste as a kind of main architecture structure form, and the ductility of structure is big, anti-seismic performance good, meets China and world's sustainable development requirement.In steel building; It is the key in the Construction of Steel Structure that bean column node connects; Steel-structure beam-column node method of attachment at present mainly contains welding and is connected two kinds of methods with bolt, and for the connection of i shaped steel beam and column, common method is the top flange of i beam and the T shape butt weld that through welding is adopted in the bottom flange; And web adopts friction-type to connect high-strength bolt or weld seam links to each other with the edge of a wing of H shape post; This field Welding and bolt connecting mode, it is high to exist the requirement of member cutting stock precision, and the field Welding quality is not easy problems such as assurance.
Summary of the invention
In order to address the above problem, the purpose of the utility model provides a kind of support strength height, easy installation and removal, node component of steel structure that node stability is good.
For realizing aforesaid goal of the invention, the utility model will adopt following technical scheme:
A kind of node component of steel structure; It comprises " worker " font girder steel, and girder steel is made up of crossbeam and longeron one, offers bolt hole on the crossbeam; The left and right sides of bolt hole is provided with L shaped spacing gripper shoe; Offer connecting hole on the vertical component of L shaped spacing gripper shoe, the two ends of described crossbeam all are welded with junction plate, offer bolt hole on the junction plate.
Described node component of steel structure, the spacing of its two L shaped spacing gripper shoes equates with the width of junction plate.
Owing to adopt technique scheme, the utlity model has following superiority:
This node component of steel structure is simple in structure, makes to be convenient to standardization, batch production, industrialization production, and component quality is guaranteed; Changed not only that blanking precision prescribed in being connected of present H shape girder steel and square column or cylinder is high to be difficult for the problem of assurance with welding quality, and construction and installation speed is fast, on-the-spot installation needs equipment few.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Among the figure: the 1-crossbeam; The spacing gripper shoe of 2-; The 3-longeron; The 4-bolt hole; The 5-junction plate.
The specific embodiment
In conjunction with Fig. 1, a kind of node component of steel structure, it comprises " worker " font girder steel; Girder steel is made up of crossbeam 1 and longeron 3 one; Offer bolt hole 4 on the crossbeam, the left and right sides of bolt hole is provided with L shaped spacing gripper shoe, offers connecting hole on the vertical component of L shaped spacing gripper shoe; The two ends of described crossbeam all are welded with junction plate 5, and junction plate is provided with bolt hole 4.The spacing of described two L shaped spacing gripper shoes equates with the width of junction plate.
Between the node component of steel structure of the utility model when mounted; Two " worker " font girder steels are placed on respectively between two spacing gripper shoes 2 on the upper and lower crossbeam of other " worker " font girder steel; And it is the bolt hole between two spacing gripper shoes 2 of the bolt hole 4 on the junction plate 5 of two " worker " font girder steels and other " worker " font girder steel 4 is corresponding one by one respectively; Pass through bolton then; Simultaneously, realize through the connecting hole on the spacing gripper shoe of other " worker " font girder steel and described two " worker " font girder steels between further fastening.
Claims (2)
1. node component of steel structure; It comprises " worker " font girder steel, and girder steel is made up of crossbeam (1) and longeron (3) one, it is characterized in that: offer bolt hole (4) on the crossbeam; The left and right sides of bolt hole is provided with L shaped spacing gripper shoe (2); Offer connecting hole on the vertical component of L shaped spacing gripper shoe, the two ends of described crossbeam all are welded with junction plate (5), and junction plate is provided with bolt hole (4).
2. node component of steel structure according to claim 1 is characterized in that: the spacing of two L shaped spacing gripper shoes (2) equates with the width of junction plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220136894 CN202627212U (en) | 2012-04-01 | 2012-04-01 | Steel structure joint assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220136894 CN202627212U (en) | 2012-04-01 | 2012-04-01 | Steel structure joint assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202627212U true CN202627212U (en) | 2012-12-26 |
Family
ID=47380421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220136894 Expired - Fee Related CN202627212U (en) | 2012-04-01 | 2012-04-01 | Steel structure joint assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202627212U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114653A (en) * | 2013-01-31 | 2013-05-22 | 中国建筑第七工程局有限公司 | Assembled type construction beam column panel point connection mechanism |
| CN104141350A (en) * | 2014-07-31 | 2014-11-12 | 上海都市绿色工程有限公司 | Detachable type cross beam connector |
| CN108316475A (en) * | 2018-03-26 | 2018-07-24 | 甘肃陇鼎建设工程（集团）有限责任公司 | Steel building beam and column connected node |
-
2012
- 2012-04-01 CN CN 201220136894 patent/CN202627212U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114653A (en) * | 2013-01-31 | 2013-05-22 | 中国建筑第七工程局有限公司 | Assembled type construction beam column panel point connection mechanism |
| CN104141350A (en) * | 2014-07-31 | 2014-11-12 | 上海都市绿色工程有限公司 | Detachable type cross beam connector |
| CN108316475A (en) * | 2018-03-26 | 2018-07-24 | 甘肃陇鼎建设工程（集团）有限责任公司 | Steel building beam and column connected node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121226 Termination date: 20130401 |