CN201883543U - Hinged structure of steel girder and steel column - Google Patents
Hinged structure of steel girder and steel column Download PDFInfo
- Publication number
- CN201883543U CN201883543U CN2010206771344U CN201020677134U CN201883543U CN 201883543 U CN201883543 U CN 201883543U CN 2010206771344 U CN2010206771344 U CN 2010206771344U CN 201020677134 U CN201020677134 U CN 201020677134U CN 201883543 U CN201883543 U CN 201883543U
- Authority
- CN
- China
- Prior art keywords
- steel
- girder
- column
- steel column
- steel girder
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 60
- 239000010959 steel Substances 0.000 title claims abstract description 60
- 238000010276 construction Methods 0.000 abstract description 3
- 235000000396 iron Nutrition 0.000 abstract 3
- 238000005516 engineering process Methods 0.000 description 1
Abstract
The utility model discloses a hinged structure of a steel girder and a steel column, which comprises the steel column (6) and the steel girder (5). A horizontal steel plate (2) and a vertical steel plate (3) of a steel bracket are fixedly connected onto the steel column (6), the steel girder (5) is placed on the horizontal steel plate (2), the two sides of the steel girder (5) are clamped by two angle irons (1), a bolt (4) penetrates a formed elliptical hole to connect the two angle irons (1) and the steel girder (5), and the two angle irons (1) are fixedly connected with the steel column (6). The steel girder can freely extend and retract in the longitudinal direction; and the structure is simple, the construction operability is extreme high, and the steel consumption can be greatly saved.
Description
Technical field
The utility model relates to a kind of girder steel and steel column articulated structure.
Background technology
In the industrial working pipe network, structure design is that pipe network is divided into N absolute construction stress system, yet because of arts demand, needs to set up a plurality of stressed fulcrums again between each independent stressed system.Usually all be on each stress system steel column A-frame to be set, can guarantee that like this each stress system is independent, freely stretch, but can't transmit the certain level lateral force.When fulcrum was set, this method also was subjected to limitation, and steel using amount is big when elongated.
Summary of the invention
Problem to be solved in the utility model: a kind of girder steel and steel column articulated structure are provided, and it can satisfy certain freely stretching, and can make stressed fulcrum again and transmit vertical force and horizontal force.
The utility model is to constitute like this:
It comprises steel column and girder steel, is fixedly connected with steel corbel plain plate and vertical steel plate on steel column, places girder steel on plain plate, and at girder steel sandwich two angle steel, two angle steel penetrate bolt with girder steel by the elliptical aperture that has and are connected; Two angle steel are fixedlyed connected with steel column.
The utility model simple structure, the construction operability extremely strong, steel using amount is saved greatly.
Description of drawings:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the A-A view of Fig. 1.
The specific embodiment:
Embodiment: earlier the plain plate 2 of steel corbel and vertical steel plate 3 are welded on the steel column 6, then the girder steel 5 of holding elliptical aperture successfully is put, held successfully elliptical aperture angle steel 1 with two and clamped girder steel 5, and be welded on the steel column 6, last erection bolt 4, girder steel 5 can vertically freely stretch.
Claims (1)
1. girder steel and steel column articulated structure, it comprises steel column (6) and girder steel (5), it is characterized in that: on steel column (6), be fixedly connected with steel corbel plain plate (2) and vertical steel plate (3), place girder steel (5) going up of plain plate (2), at girder steel (5) sandwich two angle steel (1), two angle steel (1) penetrate bolt (4) with girder steel (5) by the elliptical aperture that has and are connected; Two angle steel (1) are fixedlyed connected with steel column (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206771344U CN201883543U (en) | 2010-12-23 | 2010-12-23 | Hinged structure of steel girder and steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206771344U CN201883543U (en) | 2010-12-23 | 2010-12-23 | Hinged structure of steel girder and steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201883543U true CN201883543U (en) | 2011-06-29 |
Family
ID=44181082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206771344U Expired - Lifetime CN201883543U (en) | 2010-12-23 | 2010-12-23 | Hinged structure of steel girder and steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201883543U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733487A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Inner sleeve cylinder T-shaped bolt long circular hole splicing node for square steel tube and construction method for inner sleeve cylinder T-shaped bolt long circular hole splicing node |
| CN103669592A (en) * | 2013-12-11 | 2014-03-26 | 中国能源建设集团广东省电力设计研究院 | Bending-resistant component and beam-column connecting joint |
| CN104947796A (en) * | 2015-07-08 | 2015-09-30 | 无锡顺达智能自动化工程股份有限公司 | Adjustable bracket structure |
| CN106894646A (en) * | 2017-02-27 | 2017-06-27 | 中冶建筑研究总院有限公司 | A kind of antifatigue bracing means of steel corbel post |
| CN108252411A (en) * | 2017-12-29 | 2018-07-06 | 国核电力规划设计研究院有限公司 | A kind of girder steel hinged joint |
-
2010
- 2010-12-23 CN CN2010206771344U patent/CN201883543U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733487A (en) * | 2012-06-29 | 2012-10-17 | 中国建筑股份有限公司 | Inner sleeve cylinder T-shaped bolt long circular hole splicing node for square steel tube and construction method for inner sleeve cylinder T-shaped bolt long circular hole splicing node |
| CN102733487B (en) * | 2012-06-29 | 2014-05-14 | 中国建筑股份有限公司 | Inner sleeve cylinder T-shaped bolt long circular hole splicing node for square steel tube and construction method for inner sleeve cylinder T-shaped bolt long circular hole splicing node |
| CN103669592A (en) * | 2013-12-11 | 2014-03-26 | 中国能源建设集团广东省电力设计研究院 | Bending-resistant component and beam-column connecting joint |
| CN103669592B (en) * | 2013-12-11 | 2016-02-24 | 中国能源建设集团广东省电力设计研究院有限公司 | Bending resistance parts and beam-column connection |
| CN104947796A (en) * | 2015-07-08 | 2015-09-30 | 无锡顺达智能自动化工程股份有限公司 | Adjustable bracket structure |
| CN106894646A (en) * | 2017-02-27 | 2017-06-27 | 中冶建筑研究总院有限公司 | A kind of antifatigue bracing means of steel corbel post |
| CN106894646B (en) * | 2017-02-27 | 2019-01-18 | 中冶建筑研究总院有限公司 | A kind of antifatigue bracing means of steel corbel column |
| CN108252411A (en) * | 2017-12-29 | 2018-07-06 | 国核电力规划设计研究院有限公司 | A kind of girder steel hinged joint |
| CN108252411B (en) * | 2017-12-29 | 2020-08-04 | 国核电力规划设计研究院有限公司 | Steel beam hinged joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110629 |
|
| CX01 | Expiry of patent term |