CN201354483Y - Connecting clamper of industrial factory building pillar and roofing beam - Google Patents
Connecting clamper of industrial factory building pillar and roofing beam Download PDFInfo
- Publication number
- CN201354483Y CN201354483Y CNU2008201575078U CN200820157507U CN201354483Y CN 201354483 Y CN201354483 Y CN 201354483Y CN U2008201575078 U CNU2008201575078 U CN U2008201575078U CN 200820157507 U CN200820157507 U CN 200820157507U CN 201354483 Y CN201354483 Y CN 201354483Y
- Authority
- CN
- China
- Prior art keywords
- factory building
- roof girder
- industrial factory
- junction plate
- roofing beam
- 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
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Abstract
The utility model relates to a steel structure industrial factory building, in particular to a connecting device of an industrial factory building pillar and a roofing beam. A connecting clamper of an industrial factory building pillar and a roofing beam is connected with a connecting plate arranged between the industrial factory building and the roofing beam; the connecting plate is provided with a plurality of connecting screw holes, and is connected with the industrial factory building and the roofing beam by a bolt connecting pair. The clamper is welded on the connecting position of the connecting plate and the roofing beam. The utility model resolves the manual handling problems of the installation of the connecting plate construction, thus preventing hoisting deformation and unhooking problem, and decreasing the time occupied by the crane.
Description
Technical field
The utility model relates to the steel work industrial premises, relates in particular to the linkage of industrial premises post and roof girder.
Background technology
The industrial premises steel column generally adopts hybrid juction with the design that is connected of roof girder, and promptly the web high-strength bolt connects, the frange plate field Welding.Usually with crane roof girder is sling behind the steel column installation in position,, connected with bolt then with manually junction plate being moved into place.Because the specification of its junction plate of increase of factory building span also increases thereupon, Artificial Control junction plate difficulty strengthens, and potential safety hazard increases, and the installation progress is restricted, and the crane holding time is long, and potential safety hazard is big.
Summary of the invention
The utility model is intended to solve the problems referred to above of background technology, provides a kind of industrial premises post to be connected jig with roof girder.The a dead lift problem of the solution installation junction plate of the utility model success is avoided the lifting distortion, is broken off relations, and reduces the crane holding time.
The utility model is achieved in that a kind of industrial premises post is connected jig with roof girder, it is connected in the junction plate between factory building columns and the roof girder, described junction plate plate body is provided with a plurality of connection screws and utilizes the bolt pair to be connected with roof girder with factory building columns, and described jig is welded on described junction plate and roof girder junction.
Described industrial premises post and roof girder linkage, described jig comprises a rotating shaft and two sleeve pipes, near being provided with and being welded on respectively on junction plate or the roof girder, two sleeve pipes are passed in described rotating shaft to described two sleeve pipes successively up and down, and two ends are weldingly fixed on roof girder or the factory building columns.
The utility model has utilized, and the junction plate and the roof girder of steel column and roof girder is connected together in factory with the device of similar two hinges, by the part sleeve pipe cylinder is rotated.After crane is in place with roof girder, manually the junction plate rotation is ridden between steel column and the roof girder, carry out bolt then and connect.The a dead lift problem of successful solution installation junction plate is avoided the lifting distortion, is broken off relations, and reduces the crane holding time.
Description of drawings
Below, the utility model is done further specifying in conjunction with the accompanying drawings:
Fig. 1 is a schematic diagram of the present utility model.
Fig. 2 is the partial enlarged drawing of A portion in the middle of Fig. 1.
The specific embodiment
As shown in Figure 1, a kind of industrial premises post is connected jig with roof girder, it comprises the junction plate 3 that is connected between factory building columns 1 and the roof girder 2, described junction plate 3 plate bodys are provided with a plurality of connection screws and utilize the bolt auxiliary connection to be connected with roof girder 2 with factory building columns 1, and described jig 4 is welded on described junction plate 1 and roof girder 2 junctions can swung roof girder in facade plane in the middle of the installation process.
Described industrial premises post and roof girder linkage, described jig 4 comprises a rotating shaft 41 and two sleeve pipes 42, described two sleeve pipes about in the of 42 near being provided with and being welded on respectively on junction plate 1 or the roof girder 2, two sleeve pipes 42 are passed in described rotating shaft 41 successively, and two ends are weldingly fixed on the roof girder 2.Also can be welded on the factory building columns 1.
Claims (2)
1. an industrial premises post is connected jig with roof girder, it comprises the junction plate that is connected between factory building columns and the roof girder, it is characterized in that, described junction plate plate body is provided with a plurality of connection screws and utilizes the bolt auxiliary connection to be connected with roof girder with factory building columns, and described jig is welded on described junction plate and roof girder junction.
2. industrial premises post according to claim 1 and roof girder linkage, it is characterized in that, described jig comprises a rotating shaft and two sleeve pipes, described two sleeve pipes are up and down near being provided with and being welded on respectively on junction plate or the roof girder, two sleeve pipes are passed in described rotating shaft successively, and two ends are weldingly fixed on roof girder or the factory building columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201575078U CN201354483Y (en) | 2008-12-19 | 2008-12-19 | Connecting clamper of industrial factory building pillar and roofing beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201575078U CN201354483Y (en) | 2008-12-19 | 2008-12-19 | Connecting clamper of industrial factory building pillar and roofing beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201354483Y true CN201354483Y (en) | 2009-12-02 |
Family
ID=41410823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201575078U Expired - Fee Related CN201354483Y (en) | 2008-12-19 | 2008-12-19 | Connecting clamper of industrial factory building pillar and roofing beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201354483Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104325230A (en) * | 2014-10-14 | 2015-02-04 | 中国十七冶集团有限公司 | Abutting welding method for box columns of large-scale factory building |
| CN112663498A (en) * | 2020-11-19 | 2021-04-16 | 中铁二局集团有限公司 | Quick installation and closure construction method for splicing plates of steel beam bolting closure section |
-
2008
- 2008-12-19 CN CNU2008201575078U patent/CN201354483Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104325230A (en) * | 2014-10-14 | 2015-02-04 | 中国十七冶集团有限公司 | Abutting welding method for box columns of large-scale factory building |
| CN112663498A (en) * | 2020-11-19 | 2021-04-16 | 中铁二局集团有限公司 | Quick installation and closure construction method for splicing plates of steel beam bolting closure section |
| CN112663498B (en) * | 2020-11-19 | 2022-05-17 | 中铁二局集团有限公司 | Quick installation and closure construction method for splicing plates of steel beam bolting closure section |
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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 MCC20 GROUP CO., LTD. Free format text: FORMER NAME: CHINA 20TH METALLURGICAL CONSTRUCTION CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 201900 Shanghai city Baoshan District Pangu Road No. 777 Patentee after: China Twenty Metallurgical Group Co., Ltd. Address before: 201900 Shanghai city Baoshan District Pangu Road No. 777 Patentee before: China MCC20 Construction Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091202 Termination date: 20131219 |