CN201850795U - Hinge center support frame steel structure - Google Patents
Hinge center support frame steel structure Download PDFInfo
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- 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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- frame
- support frame
- frame column
- hinged
- steel structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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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
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.
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 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206080740U Expired - Lifetime CN201850795U (en) | 2010-11-16 | 2010-11-16 | Hinge center support frame steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850795U (en) |
Cited By (11)
| 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 |
| 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 |
-
2010
- 2010-11-16 CN CN2010206080740U patent/CN201850795U/en not_active Expired - Lifetime
Cited By (13)
| 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 |
| 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 |
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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: 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 |