CN201395869Y - Steel structure intercolumnar bracing - Google Patents

Steel structure intercolumnar bracing Download PDF

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Publication number
CN201395869Y
CN201395869Y CN2009201173002U CN200920117300U CN201395869Y CN 201395869 Y CN201395869 Y CN 201395869Y CN 2009201173002 U CN2009201173002 U CN 2009201173002U CN 200920117300 U CN200920117300 U CN 200920117300U CN 201395869 Y CN201395869 Y CN 201395869Y
Authority
CN
China
Prior art keywords
steel structure
connecting ring
bracing
support bar
circular connecting
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
CN2009201173002U
Other languages
Chinese (zh)
Inventor
程琳
罗浩
徐翔辉
陈利英
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.)
Hangzhou Hengda Steel Structure Co., Ltd.
Original Assignee
HANGZHOU HENGDA INDUSTRY GROUP 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 HANGZHOU HENGDA INDUSTRY GROUP Co Ltd filed Critical HANGZHOU HENGDA INDUSTRY GROUP Co Ltd
Priority to CN2009201173002U priority Critical patent/CN201395869Y/en
Application granted granted Critical
Publication of CN201395869Y publication Critical patent/CN201395869Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to the technical field of structural building components, and aims to provide a steel structure intercolumnar bracing. The steel structure intercolumnar bracing comprises atleast two bracing rods, one end of each bracing rod is equipped with outer threads while the other end is welded with a bracing gusset plate, the steel structure intercolumnar bracing is further provided with a circular connecting ring, the lateral wall of the circular connecting ring is equipped with at least two through holes for mounting the bracing rods, the ends of the bracing rods which areprovided with the outer threads penetrate through the through holes on the circular connecting ring, and the tail ends of the bracing rods are fixed on the circular connecting ring via nuts. The circular connecting ring can be equipped with bracings at optional angles, can be manufactured into a standard part, and is convenient in processing and mounting. The bracing rods utilize double nuts to befixed after penetrating through the circular connecting ring and are firm in connection to prevent loosening. The bracing gusset plates are connected with a column connecting plate via bolts, can notweaken strength of steel columns, and are reasonable in stress. Further, the steel structure intercolumnar bracing is simple in mode, is elegant and attractive, and is adaptable to various steel structure industrial factory buildings and steel structure civil buildings.

Description

Support between a kind of steel structure column
Technical field
The utility model relates to a kind of steel building component technology field, is to support between a kind of steel structure column specifically.
Background technology
Present lightweight steel construction factory building generally all needs to be provided with intercolumniation and supports to transmit longitudinal force.When not driving a vehicle in the factory building, generally adopt the round steel cross support to get final product, the round steel cross support adopts the flower basket bolt tensioning usually, presses the simplex pull rod design.
The round steel cross support adopts plain bar to make, and the two ends flat die thread rolling is connected with the spherical connector that runs through column web, needs reinforcement after the column web perforate.Every is supported on middle 1/3 extension position and disconnects the connection of employing flower basket bolt.There are following several shortcomings in this connected mode:
1, every bearing length is different, and flower basket bolt is difficult for tensioning during installation.
2, flower basket bolt has been grown easy becoming flexible service time, influences structural safety.
3, strength reduction after the column web perforate needs reinforcement.
4, flower basket bolt of every support belt of cross support, and support the middle part intersection, not in one plane, attractive in appearance inadequately.
The utility model content
The purpose of this utility model is to overcome the deficiency that prior art exists, and provides between a kind of steel structure column and supports.
For addressing the above problem, the technical solution adopted in the utility model is:
Provide between a kind of steel structure column and support, comprise support bar, described support bar has two at least, and support bar one end is established external screw thread, other end welding support node plate; Support circular connecting ring in addition between described steel structure column, its sidewall is offered at least two through holes that are used to install support bar; Described support bar has an externally threaded end and passes through hole on the circular connecting ring, and is fixed on the circular connecting ring with nut at its end.
As a kind of improvement, described support bar is the round steel support bar.
As a kind of improvement, described support bar has an externally threaded end, also is provided with stop nut or limited block.
As a kind of improvement, described support bar has an externally threaded end, and its section radius is less than the section radius of support bar main body.
As a kind of improvement, the described nut that is used for fixing support bar is a double nut.
As a kind of improvement, establish installing hole on the described support node plate, on gusset plate, gusset plate is welded on the web of steel column by bolt.
As a kind of improvement, described support node plate is fixedly welded on the gusset plate, and gusset plate is welded on the web of steel column.
As a kind of improvement, described circular connecting ring is the circular steel connecting ring.
As a kind of improvement, on the inwall of described circular connecting ring, be positioned at the through hole, backing plate is set nut applying inwall is fixed.
As a kind of improvement, the described through hole that is opened on the circular connecting ring sidewall is the hole of an inner small and outside big perforation, and its opening on outer wall is horizontal elongated hole.
The beneficial effects of the utility model are:
1, the through hole on the circular connecting ring can be installed at any angle and support, and circular connecting ring can be made into standard component and use, and installation and processing is convenient;
2, support bar adopts double nut to fix after passing circular connecting ring, is connected firmly, and prevents to become flexible;
3, the support node plate of support bar end is connected with the post upper junction plate by bolt, can not weaken steel column intensity, and is stressed reasonable;
4, the support moulding is succinct, generous, attractive in appearance between steel structure column of the present utility model;
5, support is applicable to all kinds of steel work industrial premises and steel work civilian construction between steel structure column of the present utility model.
Description of drawings
Fig. 1 is the mounting structure schematic diagram that supports between the utility model steel structure column;
Fig. 2 is the circular connecting ring scheme of installation that supports between the utility model steel structure column;
Fig. 3 is the endpoint node figure that supports between the utility model steel structure column.
The specific embodiment
With reference to accompanying drawing, below the utility model is elaborated.
Support comprises a circular connecting ring 1 between steel structure column, is the circular steel connecting ring in the present embodiment.Its sidewall is offered four through holes 2 that are used to install support bar, and through hole 2 is holes of an inner small and outside big perforation, and its opening on outer wall is horizontal elongated hole.
Support also comprises four support bars 4 between steel structure column, is the round steel support bar in the present embodiment.Support bar 4 one ends are established external screw thread, other end welding support node plate 5; Support bar 4 has an externally threaded end and passes through hole 2 on the circular connecting ring 1, and is fixed on the circular connecting ring with nut 3 at its end.On the inwall of circular connecting ring 1, be positioned at through hole 2 places backing plate 9 is set, nut 3 applying inwalls are fixed.What the nut 3 in the present embodiment was selected for use is double nut, can increase the firmness that is spirally connected, and prevents slippage.
Support bar 4 has an externally threaded end, and its section radius is less than the section radius of support bar 4 main bodys, and such design can allow circular connecting ring 1 be fixed between nut 3 and support bar 4 main bodys, increases firmness.Can certainly adopt alternate manner, for example, stop nut or limited block are set in nut 3 relative directions.
Establish installing hole on the support node plate 5, be fixed on the gusset plate 7 by bolt 6, gusset plate 7 is welded on the web 8 of steel column.Certainly, support node plate 5 also can be by being fixedly welded on the gusset plate 7, and just like this degree flexible for installation is not so good as the former.
At last, it is also to be noted that what more than enumerate only is a kind of specific embodiment framework.Obviously, the utility model is not limited to above embodiment, and all distortion that all those of ordinary skill in the art can directly derive or associate from the disclosed content of the utility model all should be thought protection domain of the present utility model.

Claims (10)

1, support between a kind of steel structure column, comprise support bar, it is characterized in that, described support bar has two at least, and support bar one end is established external screw thread, other end welding support node plate; Support circular connecting ring in addition between described steel structure column, its sidewall is offered at least two through holes that are used to install support bar; Described support bar has an externally threaded end and passes through hole on the circular connecting ring, and is fixed on the circular connecting ring with nut at its end.
2, support between steel structure column according to claim 1, it is characterized in that, described support bar is the round steel support bar.
3, support between steel structure column according to claim 1, it is characterized in that, described support bar has an externally threaded end, also is provided with stop nut or limited block.
4, support between steel structure column according to claim 1, it is characterized in that, described support bar has an externally threaded end, and its section radius is less than the section radius of support bar main body.
According to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that 5, the described nut that is used for fixing support bar is a double nut.
According to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that 6, establish installing hole on the described support node plate, on gusset plate, gusset plate is welded on the web of steel column by bolt.
According to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that 7, described support node plate is fixedly welded on the gusset plate, gusset plate is welded on the web of steel column.
According to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that 8, described circular connecting ring is the circular steel connecting ring.
9, according to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that, on the inwall of described circular connecting ring, be positioned at the through hole, backing plate is set nut applying inwall is fixed.
According to supporting between described any one steel structure column of claim 1 to 4, it is characterized in that 10, the described through hole that is opened on the circular connecting ring sidewall is the hole of an inner small and outside big perforation, its opening on outer wall is horizontal elongated hole.
CN2009201173002U 2009-04-09 2009-04-09 Steel structure intercolumnar bracing Expired - Fee Related CN201395869Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201173002U CN201395869Y (en) 2009-04-09 2009-04-09 Steel structure intercolumnar bracing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201173002U CN201395869Y (en) 2009-04-09 2009-04-09 Steel structure intercolumnar bracing

Publications (1)

Publication Number Publication Date
CN201395869Y true CN201395869Y (en) 2010-02-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201173002U Expired - Fee Related CN201395869Y (en) 2009-04-09 2009-04-09 Steel structure intercolumnar bracing

Country Status (1)

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CN (1) CN201395869Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101839021A (en) * 2010-05-19 2010-09-22 江苏科技大学 Displacement-controlled graded load-resisting structural system
CN103615123A (en) * 2013-12-19 2014-03-05 中建八局第四建设有限公司 Reinforcing tool and reinforcing method for steel columns of insulated column
CN107326811A (en) * 2017-08-08 2017-11-07 陶奇 A kind of flexible equipment of steel structure bridge manufacture
CN108343266A (en) * 2018-03-29 2018-07-31 海南浙大钢构有限公司 A kind of multifunctional supporter
CN109322389A (en) * 2017-07-31 2019-02-12 北京诚栋国际营地集成房屋股份有限公司 A kind of adjustable staggered form integrating device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101839021A (en) * 2010-05-19 2010-09-22 江苏科技大学 Displacement-controlled graded load-resisting structural system
CN103615123A (en) * 2013-12-19 2014-03-05 中建八局第四建设有限公司 Reinforcing tool and reinforcing method for steel columns of insulated column
CN103615123B (en) * 2013-12-19 2016-01-27 中建八局第四建设有限公司 The steel column reinforcement means of insulated column
CN109322389A (en) * 2017-07-31 2019-02-12 北京诚栋国际营地集成房屋股份有限公司 A kind of adjustable staggered form integrating device
CN107326811A (en) * 2017-08-08 2017-11-07 陶奇 A kind of flexible equipment of steel structure bridge manufacture
CN108343266A (en) * 2018-03-29 2018-07-31 海南浙大钢构有限公司 A kind of multifunctional supporter

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: HANGZHOU HENGDA STEEL STRUCTURE CO., LTD.

Free format text: FORMER NAME: HANGZHOU HENGDA INDUSTRY GROUP CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 311223 No. 1, Jingjiang Industrial Park, Xiaoshan District, Zhejiang, Hangzhou

Patentee after: Hangzhou Hengda Steel Structure Co., Ltd.

Address before: 311223 No. 1, Jingjiang Industrial Park, Xiaoshan District, Zhejiang, Hangzhou

Patentee before: Hangzhou Hengda Industry Group Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100203

Termination date: 20160409

CF01 Termination of patent right due to non-payment of annual fee