CN103774752A - Steel pipe truss hinging node device - Google Patents
Steel pipe truss hinging node device Download PDFInfo
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- CN103774752A CN103774752A CN201410018792.5A CN201410018792A CN103774752A CN 103774752 A CN103774752 A CN 103774752A CN 201410018792 A CN201410018792 A CN 201410018792A CN 103774752 A CN103774752 A CN 103774752A
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- steel pipe
- pipe truss
- bearing
- truss
- steel
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Abstract
The invention discloses a steel pipe truss hinging node device, which is mainly formed by a steep pipe truss, a rubber heel block, an embedded part and a concrete fixing device; the embedded part comprises a horizontal steel plate and steel bars vertically fixedly welded with the horizontal steel plate; the steel bars are arranged in the concrete fixing device; a support and a support transition plate which are integrally molded with the steel pipe truss are arranged at the lower end of the steel pipe truss; the rubber heel block is arranged between the support and the support transition plate by an anchor bolt; the support transition plate is fixed at the upper end of the horizontal steel plate in a welding mode. The steel truss hinging node device has the advantages that right angle hooks are arranged at the lower ends of the steel bars, thus greatly enhancing the friction between the embedded part and the concrete fixing device; the support arranged at the lower end of the steep pipe truss is welded with the steel pipe truss, so stressed centers of all steep pipes of the truss cannot be converged at one point, the existence of eccentric force at a node is avoided, the bearing force and rigidity of the hinging node are effectively improved, and the demands of the building field on the steel pipe truss hinging node are met.
Description
Technical field
The present invention relates to a kind of construction work steel pipe truss device, specifically, relate to a kind of steel pipe truss hinged joint device.
Background technology
Steel pipe truss is called for short steel truss, refer to the truss that main employing steel are manufactured, be mainly used in industrial premises, warehouse, sports palace, exhibition hall, meeting-place, terminal, station, in the industrial construction such as office building and civilian construction, and steel pipe truss conventionally in above-mentioned building as the main member of load-carrying members, conventional is three, four sides or multiaspect plane frame, but the stressed center of gravity of the each steel pipe of common steel pipe truss can not be intersected in a bit, and conventionally there is eccentric force at Nodes, require strict region in heavy construction and earthquake resistance and prevention, the bearing capacity and stiffness of hinged joint can not meet the demands.
Summary of the invention
The object of this invention is to provide a kind of steel pipe truss hinged joint device, meet the requirement that in heavy construction, the bearing capacity to hinged joint is high, rigidity is large.
Technical scheme of the present invention is: a kind of steel pipe truss hinged joint device, it is characterized in that: this hinged joint device is mainly by steel pipe truss, rubber cushion blocks, built-in fitting and concrete fastening devices composition, described built-in fitting comprise horizontal steel plate and with the fixing reinforcing bar of horizontal steel plate vertical welding, this reinforcing bar is built in concrete fastening devices, described steel pipe truss lower end is provided with and the integrated bearing of this steel pipe truss, the bottom of bearing is provided with bearing rebound, rubber cushion blocks is installed between bearing and bearing rebound by crab-bolt, described bearing rebound is fixed on the upper end of horizontal steel plate by welding manner.
Preferably, described bearing rebound and horizontal steel plate are square, and the size of bearing rebound is less than the size of horizontal steel plate.
Preferably, described reinforcing bar has two, and reinforcing bar bottom is provided with right angle crotch, and reinforcing bar is all embedded in concrete fastening devices.
Preferably, the periphery of described rubber cushion blocks is provided with foamed plastics shutoff.
Preferably, described steel pipe truss is three steel pipe trusses.
The present invention's beneficial effect is compared with prior art:
This steel pipe truss hinged joint device is mainly by steel pipe truss, rubber cushion blocks, built-in fitting and concrete fastening devices composition, built-in fitting comprise horizontal steel plate and with the fixing reinforcing bar of horizontal steel plate vertical welding, the bottom of this reinforcing bar is provided with right angle crotch, this reinforcing bar is built in concrete fastening devices, increase greatly the frictional force of built-in fitting and concrete fastening devices, simultaneously, steel pipe truss lower end is provided with and the integrated bearing of this steel pipe truss, this bearing and steel pipe truss are welded, the stressed center of gravity of the each steel pipe of truss can not be intersected in a bit, avoid the existence of Nodes eccentric force, effectively raise the bearing capacity and stiffness of hinged joint, can meet the requirement of building field to steel pipe truss hinged joint.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure, 1-steel pipe truss, 2-rubber cushion blocks, 3-concrete fastening devices, 4-horizontal steel plate, 5-reinforcing bar, 6-bearing, 7-bearing rebound,
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described:
Referring to Fig. 1, a kind of steel pipe truss hinged joint device, this hinged joint device is mainly by steel pipe truss 1, rubber cushion blocks 2, built-in fitting and concrete fastening devices 3 form, built-in fitting comprise horizontal steel plate 4 and with the fixing reinforcing bar 5 of horizontal steel plate 4 vertical weldings, this reinforcing bar 5 is built in concrete fastening devices 3, steel pipe truss 1 is three steel pipe trusses, steel pipe truss 1 lower end is provided with and the integrated bearing 6 of this steel pipe truss 1, the bottom of bearing 6 is provided with bearing rebound 7, rubber cushion blocks 2 is installed between bearing 6 and bearing rebound 7 by crab-bolt, the periphery of rubber cushion blocks 2 is provided with foamed plastics shutoff, bearing rebound 7 is fixed on the upper end of horizontal steel plate 4 by welding manner.
Bearing rebound 7 and the horizontal steel plate 4 of this hinged joint device are square, the size of bearing rebound 7 is less than the size of horizontal steel plate 4, after rubber cushion blocks 2 and bearing rebound 7 are fixed by crab-bolt, bearing rebound 7 is welded along the periphery of horizontal steel plate 4.
The reinforcing bar 5 of built-in fitting has two, and reinforcing bar 5 bottoms are provided with right angle crotch, and reinforcing bar 5 is all embedded in concrete fastening devices 3, increases the frictional force of built-in fitting and concrete fastening devices.
While assembling this steel pipe truss hinged joint device, three steel pipe trusses and bearing 6 are welded as a whole, the reinforcing bar of built-in fitting 5 is all built in concrete fastening devices 3, horizontal steel plate 4 is exposed to the top of concrete fastening devices 3, after rubber cushion blocks 2 and bearing rebound 7 are fixed by crab-bolt, bearing rebound 7 is welded along the periphery of horizontal steel plate 4, and the periphery of rubber cushion blocks 2 is provided with foamed plastics shutoff.
Claims (5)
1. a steel pipe truss hinged joint device, it is characterized in that: this hinged joint device is mainly by steel pipe truss, rubber cushion blocks, built-in fitting and concrete fastening devices composition, described built-in fitting comprise horizontal steel plate and with the fixing reinforcing bar of horizontal steel plate vertical welding, this reinforcing bar is built in concrete fastening devices, described steel pipe truss lower end is provided with and the integrated bearing of this steel pipe truss, the bottom of bearing is provided with bearing rebound, rubber cushion blocks is installed between bearing and bearing rebound by crab-bolt, described bearing rebound is fixed on the upper end of horizontal steel plate by welding manner.
2. steel pipe truss nodes articulated mounting according to claim 1, is characterized in that: described bearing rebound and horizontal steel plate are square, and the size of bearing rebound is less than the size of horizontal steel plate.
3. steel pipe truss nodes articulated mounting according to claim 1, is characterized in that: described reinforcing bar has two, and reinforcing bar bottom is provided with right angle crotch, and reinforcing bar is all embedded in concrete fastening devices.
4. steel pipe truss nodes articulated mounting according to claim 1, is characterized in that: the periphery of described rubber cushion blocks is provided with foamed plastics shutoff.
5. steel pipe truss nodes articulated mounting according to claim 1, is characterized in that: described steel pipe truss is three steel pipe trusses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410018792.5A CN103774752B (en) | 2014-01-16 | 2014-01-16 | Steel pipe truss hinged joint device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410018792.5A CN103774752B (en) | 2014-01-16 | 2014-01-16 | Steel pipe truss hinged joint device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103774752A true CN103774752A (en) | 2014-05-07 |
| CN103774752B CN103774752B (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410018792.5A Active CN103774752B (en) | 2014-01-16 | 2014-01-16 | Steel pipe truss hinged joint device |
Country Status (1)
| Country | Link |
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| CN (1) | CN103774752B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863054A (en) * | 2016-05-31 | 2016-08-17 | 安徽富煌建筑设计研究有限公司 | Steel structural pipe truss beam column transferring joint |
| CN110284602A (en) * | 2019-06-14 | 2019-09-27 | 中机国能电力工程有限公司 | It is a kind of heavy type large-span truss unidirectionally slide rubber support |
| CN110344505A (en) * | 2019-07-26 | 2019-10-18 | 河南绿建建筑科技有限公司 | Steel concrete compound tube upper and lower level mortise and tenon self-locking connection structure |
| CN110344504A (en) * | 2019-07-26 | 2019-10-18 | 河南绿建建筑科技有限公司 | A kind of steel concrete compound tube upper and lower level connection structure |
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| CN203782883U (en) * | 2014-01-16 | 2014-08-20 | 山东杭萧钢构有限公司 | Steel pipe truss hinge joint device |
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| CN2212618Y (en) * | 1994-11-21 | 1995-11-15 | 山东大幕集团总公司 | Hollow ball mesh support knot welded with stainless steel |
| JP2000204671A (en) * | 1999-01-11 | 2000-07-25 | Kajima Corp | Joining structure for frame and truss structural material or brace material |
| JP2006070679A (en) * | 2004-09-01 | 2006-03-16 | Yoshisuke Kamiya | Continuous girder bridge in which triangle structures having damping/supporting devices at lower ends are connected by girder |
| CN1811086A (en) * | 2006-01-12 | 2006-08-02 | 北京市建筑设计研究院 | Steel structure gimbal |
| CN1936209A (en) * | 2006-10-24 | 2007-03-28 | 东南大学 | Large-span structure multi-dimension isolation shock-damping rack |
| CN201605529U (en) * | 2009-12-11 | 2010-10-13 | 中交第一公路勘察设计研究院有限公司 | High-damping isolation rubber support |
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| CN102661000A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN202644726U (en) * | 2012-05-29 | 2013-01-02 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layered multiple curved surface single-layered welding ball steel structure net rack |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863054A (en) * | 2016-05-31 | 2016-08-17 | 安徽富煌建筑设计研究有限公司 | Steel structural pipe truss beam column transferring joint |
| CN110284602A (en) * | 2019-06-14 | 2019-09-27 | 中机国能电力工程有限公司 | It is a kind of heavy type large-span truss unidirectionally slide rubber support |
| CN110344505A (en) * | 2019-07-26 | 2019-10-18 | 河南绿建建筑科技有限公司 | Steel concrete compound tube upper and lower level mortise and tenon self-locking connection structure |
| CN110344504A (en) * | 2019-07-26 | 2019-10-18 | 河南绿建建筑科技有限公司 | A kind of steel concrete compound tube upper and lower level connection structure |
| CN110344505B (en) * | 2019-07-26 | 2024-05-03 | 河南绿建建筑科技有限公司 | Mortise and tenon self-locking connection structure for upper and lower layers of steel concrete combined pipe |
| CN110344504B (en) * | 2019-07-26 | 2024-07-30 | 河南绿建建筑科技有限公司 | Upper and lower layer connecting structure of steel concrete combined pipe |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103774752B (en) | 2016-05-18 |
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Address after: Two, Yunxi Road, Jiaozhou Bay Industrial Park, Qingdao, Shandong, Jiaozhou 266000, China Patentee after: Hang Gang steel (Shandong) Co., Ltd. Address before: Two Yunxi Road, Jiaozhou Bay Industrial Park, Qingdao, Shandong, Jiaozhou 266000, China Patentee before: Shandong Hangxiao Steel Structure Co., Ltd. |