CN203782883U - Steel pipe truss hinge joint device - Google Patents

Steel pipe truss hinge joint device Download PDF

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Publication number
CN203782883U
CN203782883U CN201420025582.4U CN201420025582U CN203782883U CN 203782883 U CN203782883 U CN 203782883U CN 201420025582 U CN201420025582 U CN 201420025582U CN 203782883 U CN203782883 U CN 203782883U
Authority
CN
China
Prior art keywords
steel pipe
pipe truss
bearing
reinforcing bar
truss
Prior art date
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
Application number
CN201420025582.4U
Other languages
Chinese (zh)
Inventor
熊方明
张彩云
赵胜兰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd
Original Assignee
SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd filed Critical SHANDONG HANGXIAO STEEL STRUCTURE CO Ltd
Priority to CN201420025582.4U priority Critical patent/CN203782883U/en
Application granted granted Critical
Publication of CN203782883U publication Critical patent/CN203782883U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a steel pipe truss hinge joint device, which mainly comprises a steel pipe truss, a rubber cushion block, an embedded part and a concrete fixing device, wherein the embedded part comprises a horizontal steel plate and a steel bar which is vertically fixed to the horizontal steel plate by welding; the steel bar is embedded into the concrete fixing device; a support and a support transition plate which are formed integrally with the steel pipe truss are arranged at the lower end of the steel pipe truss; the rubber cushion block is arranged between the support and the support transition plate through an anchor bolt; the support transition plate is fixed to the upper end of the horizontal steel plate by welding. The steel pipe truss hinge joint device has the advantages that a right-angle hook is arranged at the bottom end of the steel bar, so that the friction force between the embedded part and the concrete fixing device is improved greatly; the support arranged at the lower end of the steel pipe truss is welded with the steel pipe truss, and the stress gravity of each steel pipe of the truss is prevented from being converged at one point, so that the eccentric force on joints is avoided, the carrying force and rigidity of hinge joints are effectively improved, and the requirements on the hinge joints of the steel pipe truss in the building field can be met.

Description

Steel pipe truss hinged joint device
Technical field
The utility model relates to a kind of construction work steel pipe truss device, specifically, relates 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.
Utility model content
The purpose of this utility model is to provide a kind of steel pipe truss hinged joint device, meets the requirement that in heavy construction, the bearing capacity to hinged joint is high, rigidity is large.
The technical solution of the utility model 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 utility model 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.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
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,
Detailed description of the invention
Below in conjunction with brief description of the drawings detailed description of the invention of the present utility model:
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.
CN201420025582.4U 2014-01-16 2014-01-16 Steel pipe truss hinge joint device Expired - Fee Related CN203782883U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420025582.4U CN203782883U (en) 2014-01-16 2014-01-16 Steel pipe truss hinge joint device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420025582.4U CN203782883U (en) 2014-01-16 2014-01-16 Steel pipe truss hinge joint device

Publications (1)

Publication Number Publication Date
CN203782883U true CN203782883U (en) 2014-08-20

Family

ID=51319085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420025582.4U Expired - Fee Related CN203782883U (en) 2014-01-16 2014-01-16 Steel pipe truss hinge joint device

Country Status (1)

Country Link
CN (1) CN203782883U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103774752A (en) * 2014-01-16 2014-05-07 山东杭萧钢构有限公司 Steel pipe truss hinging node device
CN105297885A (en) * 2015-11-11 2016-02-03 上海十三冶建设有限公司 Hinge and rigid connection stress conversion joint of steel structure corridor and construction method of hinge and rigid connection stress conversion joint

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103774752A (en) * 2014-01-16 2014-05-07 山东杭萧钢构有限公司 Steel pipe truss hinging node device
CN103774752B (en) * 2014-01-16 2016-05-18 山东杭萧钢构有限公司 Steel pipe truss hinged joint device
CN105297885A (en) * 2015-11-11 2016-02-03 上海十三冶建设有限公司 Hinge and rigid connection stress conversion joint of steel structure corridor and construction method of hinge and rigid connection stress conversion joint
CN105297885B (en) * 2015-11-11 2017-12-29 上海十三冶建设有限公司 The be hinged stress check calculation node and its construction method with just tying of Steel corridor

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140820

Termination date: 20160116

EXPY Termination of patent right or utility model