CN201850795U - Hinge center support frame steel structure - Google Patents

Hinge center support frame steel structure Download PDF

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Publication number
CN201850795U
CN201850795U CN2010206080740U CN201020608074U CN201850795U CN 201850795 U CN201850795 U CN 201850795U CN 2010206080740 U CN2010206080740 U CN 2010206080740U CN 201020608074 U CN201020608074 U CN 201020608074U CN 201850795 U CN201850795 U CN 201850795U
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CN
China
Prior art keywords
frame
support frame
frame column
hinged
steel structure
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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 - Lifetime
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CN2010206080740U
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Chinese (zh)
Inventor
孙雨宋
秦学东
刘春刚
李炳益
龙建
Original Assignee
Northeast Electric Power Design Institute of China Power Engineering Consulting Group
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Publication date
Application filed by Northeast Electric Power Design Institute of China Power Engineering Consulting Group filed Critical Northeast Electric Power Design Institute of China Power Engineering Consulting Group
Priority to CN2010206080740U priority Critical patent/CN201850795U/en
Application granted granted Critical
Publication of CN201850795U publication Critical patent/CN201850795U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

A hinge center support frame steel structure is characterized in that the support frame structure comprises a frame column, a frame beam and supports, wherein the frame beam is hinged with the frame column, and the supports are hinged with the frame beam and the frame column. All operating lines of components are intersected at operating points; the frame column is hinged with a base; the frame beam is connected with the frame column by the aid of connecting angle steel; and the supports are connected with the frame beam and the frame column by the aid of gusset plates. The hinge center support frame steel structure is simple, is easy in manufacture and installation, and is convenient in installation and easy for ensuing quality as field installation of the support frame structure completely adopts high-strength bolts for connection, so that the installation progress of the steel structure is increased greatly. As all connecting joints of the support frame structure are hinged, the sectional sizes of beam columns are much smaller than those of other types of structures. Compared with a frame-support structure comprehensively, the hinge center support frame steel structure has the advantages that overall steel consumption can be saved by about 17%, and economic benefits of the hinge center support frame steel structure are considerable.

Description

Hinged center support framework steel work
Technical field
The utility model relates to steel-structure factory building, especially relates to a kind of steel work of hinged center support framework.
Background technology
In the middle of current steel house, adopting maximum structure typess is framework-braced structures.The characteristics of framework-braced structures system are: frame part is for rigidly connecting framework entirely, and promptly Vierendeel girder and frame column are for being rigidly connected, and the connected node of vertical support and Vierendeel girder, post is for being rigidly connected, and frame column is affixed with being connected to of basis.The node joint construction more complicated of framework-support system, field welding is many, and requirement is high, and particularly the splicing of post should be adopted full penetration weld, some posts is arranged even need to adopt box-structure, has increased difficulty for manufacturing and installation, and steel using amount is more, and cost is higher.
The utility model content
The purpose of this utility model provides a kind of manufacturing simple hinged center support framework steel work is installed, and to improve the shock resistance in house, high earthquake intensity district, reduces construction cost.
For achieving the above object, the utility model provides a kind of hinged center support framework steel work, it is characterized in that: support frame structure is made up of frame column, Vierendeel girder, support, Vierendeel girder all adopts hinged with frame column, support with being connected of Vierendeel girder, frame column, the active line of member all intersects at the operating point, frame column is connected also for hinged with the basis, is connected by connecting angle between Vierendeel girder and the frame column, is connected by gusset plate between support and Vierendeel girder, the frame column.
The utility model structural configuration is simple, makes and installs easily, and the scene of support frame structure is installed and all adopted high-strength bolt to connect, and easy for installation, quality easily guarantees, has improved the installation progress of steel work greatly.Because it is hinged that the connected node of support frame structure is, therefore, the sectional dimension of beam, post is compared much smaller with the structure of other type, comprehensively contrasts with framework-braced structures, and it is about 17% that total rolled steel dosage can be saved, and its economic benefit is considerable.
Description of drawings
Fig. 1 is the connected node form structure figure of Vierendeel girder and frame column, support and Vierendeel girder, post;
Fig. 2 is the connected node form structure figure of herringbone support and Vierendeel girder.
The specific embodiment
With reference to Fig. 1, the utility model comprises support 1, Vierendeel girder 2, frame column 3, at first in factory the web of connecting angle 5 with Vierendeel girder is welded together, and adopts high-strength bolt 7 that Vierendeel girder and frame column are coupled together then at the scene; Support is connected with Vierendeel girder, frame column by gusset plate 4, support and be connected with junction plate 6 by connecting angle 5 with gusset plate 4, gusset plate 4 and end plate 8 are finished welding in factory, end plate 8 directly is connected with Vierendeel girder, frame column, all adopts high-strength bolt to be connected at the scene between support and gusset plate, gusset plate and Vierendeel girder, gusset plate and the frame column.
With reference to Fig. 2, the 1st, support, the 2nd, Vierendeel girder, the 4th, gusset plate, the 5th, connecting angle, the 6th, junction plate, the 7th, high-strength bolt, the 9th, stiffening rib, support is herringbone and is connected with Vierendeel girder.This type of attachment is carried out the type of attachment that flip vertical can be changed to V-arrangement support and Vierendeel girder.
Support frame structure is applicable to the steel house and the industrial premises in non-antidetonation and 6,7,8,9 degree seismic fortification intensity districts, and its maximum height that is suitable for is 150m.

Claims (1)

1. hinged center support framework steel work, it is characterized in that: support frame structure is made up of frame column, Vierendeel girder, support, Vierendeel girder all adopts hinged with frame column, support with being connected of Vierendeel girder, frame column, the active line of member all intersects at the operating point, frame column is connected also for hinged with the basis, be connected by connecting angle between Vierendeel girder and the frame column, be connected by gusset plate between support and Vierendeel girder, the frame column.
CN2010206080740U 2010-11-16 2010-11-16 Hinge center support frame steel structure Expired - Lifetime CN201850795U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010206080740U CN201850795U (en) 2010-11-16 2010-11-16 Hinge center support frame steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010206080740U CN201850795U (en) 2010-11-16 2010-11-16 Hinge center support frame steel structure

Publications (1)

Publication Number Publication Date
CN201850795U true CN201850795U (en) 2011-06-01

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CN2010206080740U Expired - Lifetime CN201850795U (en) 2010-11-16 2010-11-16 Hinge center support frame steel structure

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CN (1) CN201850795U (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102392491A (en) * 2011-07-29 2012-03-28 上海交通大学 Connecting joint for beam, column and inclined strut of box section of boiler steel frame and construction method thereof
CN102979168A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized multi-story high-rise assembled steel structure frame - centrally-braced system
CN102995744A (en) * 2012-11-26 2013-03-27 北京工业大学 Industrialized multi-high-rise assembly type steel structure frame-pre-stressed center support system
CN103696497A (en) * 2013-12-16 2014-04-02 浙江大学 Connection method for solid-web brace and lattice type steel column
CN104373049A (en) * 2014-11-04 2015-02-25 国民油井华高石油设备(上海)有限公司 Double-clamping-plate connecting joint
CN104373048A (en) * 2014-11-04 2015-02-25 国民油井华高石油设备(上海)有限公司 Connecting component with cross angle steel and installation method thereof
CN105002985A (en) * 2015-07-31 2015-10-28 中铁城市规划设计研究院有限公司 Door frame column-removing supporting beam structure
CN105822019A (en) * 2016-05-20 2016-08-03 西安建筑科技大学 Beam supporting two-side-plate joint with external extending cover plates
CN105839790A (en) * 2016-05-20 2016-08-10 西安建筑科技大学 Plug-in beam supporting joint
CN108915083A (en) * 2018-07-06 2018-11-30 重庆大学 A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems
CN113718946A (en) * 2021-09-03 2021-11-30 张家口天宇彩钢钢构有限公司 Novel multi-layer beam-column hinged support steel frame structure system

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102392491A (en) * 2011-07-29 2012-03-28 上海交通大学 Connecting joint for beam, column and inclined strut of box section of boiler steel frame and construction method thereof
CN102979168B (en) * 2012-11-26 2015-05-20 北京工业大学 Industrialized multi-story high-rise assembled steel structure frame - centrally-braced system
CN102979168A (en) * 2012-11-26 2013-03-20 北京工业大学 Industrialized multi-story high-rise assembled steel structure frame - centrally-braced system
CN102995744A (en) * 2012-11-26 2013-03-27 北京工业大学 Industrialized multi-high-rise assembly type steel structure frame-pre-stressed center support system
CN103696497A (en) * 2013-12-16 2014-04-02 浙江大学 Connection method for solid-web brace and lattice type steel column
CN103696497B (en) * 2013-12-16 2015-11-25 浙江大学 The method of attachment of a kind of steel flanged beam diagonal brace and laced of battened compression member
CN104373048A (en) * 2014-11-04 2015-02-25 国民油井华高石油设备(上海)有限公司 Connecting component with cross angle steel and installation method thereof
CN104373049A (en) * 2014-11-04 2015-02-25 国民油井华高石油设备(上海)有限公司 Double-clamping-plate connecting joint
CN105002985A (en) * 2015-07-31 2015-10-28 中铁城市规划设计研究院有限公司 Door frame column-removing supporting beam structure
CN105822019A (en) * 2016-05-20 2016-08-03 西安建筑科技大学 Beam supporting two-side-plate joint with external extending cover plates
CN105839790A (en) * 2016-05-20 2016-08-10 西安建筑科技大学 Plug-in beam supporting joint
CN108915083A (en) * 2018-07-06 2018-11-30 重庆大学 A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems
CN113718946A (en) * 2021-09-03 2021-11-30 张家口天宇彩钢钢构有限公司 Novel multi-layer beam-column hinged support steel frame structure system

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Legal Events

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

Owner name: CHINA POWER ENGINEERING CONSULTING GROUP NORTHEAST

Free format text: FORMER NAME: NORTHEASTERN ELECTRIC POWER DESIGN INSTITUTE, CHINA POWER ENGINEERING CONSULTING GROUP CORPORATION

CP01 Change in the name or title of a patent holder

Address after: 130021 Jilin City, Changchun province people's street, No. 4368

Patentee after: Co., Ltd of Northeastern Electric Power Design Institute, China Power Engineering Consulting Group Corporation

Address before: 130021 Jilin City, Changchun province people's street, No. 4368

Patentee before: Northeastern Electric Power Design Institute, China Power Engineering Consulting Group Corporation

CX01 Expiry of patent term

Granted publication date: 20110601

CX01 Expiry of patent term