CN201722079U - Hoisting equipment for lifting and sliding steel beam units or steel trusses - Google Patents
Hoisting equipment for lifting and sliding steel beam units or steel trusses Download PDFInfo
- Publication number
- CN201722079U CN201722079U CN2010202326440U CN201020232644U CN201722079U CN 201722079 U CN201722079 U CN 201722079U CN 2010202326440 U CN2010202326440 U CN 2010202326440U CN 201020232644 U CN201020232644 U CN 201020232644U CN 201722079 U CN201722079 U CN 201722079U
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- Prior art keywords
- slippage
- steel
- traction
- girder steel
- lifting
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- Expired - Fee Related
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Abstract
The utility model relates to hoisting equipment for lifting and sliding steel beam units or steel trusses, comprising a combined steel beam framework. Two groups of parallel crossbeams at the upper end of the combined steel beam framework are used as a sliding track beam; a traction sliding beam is arranged on the sliding track beam; a traction device is arranged on the sliding track beam at one side of the traction sliding beam; the middle part of the traction sliding beam is connected with a lifting device; and the steel beam units or the steel trusses are connected with a lifting device by a lifting cable. The hoisting equipment has the advantages of being built simply and operated conveniently, ensuring assembling and welding quality of the component, guaranteeing the construction period, and reducing the construction facility charges.
Description
Technical field
The utility model relates to a kind of hanging device, the hanging device of particularly a kind of lifting and slippage girder steel unit or trussed steel beam.
Background technology
In the prior art, big section steel beam unit or trussed steel beam are mainly by crane or build assembly and the installation that erecting stage carries out girder steel unit or trussed steel beam, it has the following disadvantages: the one, after erecting stage is built, can not repeated usage, after needing dismounting, build its inefficiency, construction cost height once more; Two are to use crane to lift, restricted to the workyard, are not suitable for complicated workyard.
Summary of the invention
The purpose of this utility model is exactly the weak point in the background technology, provides a kind of and promotes and the hanging device of slippage girder steel unit or trussed steel beam.
For achieving the above object, the utility model adopts following technical scheme: the hanging device of lifting and slippage girder steel unit or trussed steel beam, comprise the combined girder steel framework, with two groups of parallel crossbeams of combined girder steel framework upper end as the sliding rail beam, the sliding rail beam is provided with traction slippage beam, traction slippage beam one side is provided with draw gear on the sliding rail beam, and traction slippage beam middle part is connected with bont, and girder steel unit or trussed steel beam are connected with bont by raising sling.
For a kind of optimization of the present utility model, described draw gear is jack or chain block.
For a kind of optimization of the present utility model, described bont is punching jack or winch.
For a kind of optimization of the present utility model, described track girder is provided with the scale that is used to measure traction slippage beam skidding distance on the sliding rail beam.
For a kind of optimization of the present utility model, be connected with metallic tape between described draw gear and the traction slippage beam, the flexible rule box of metallic tape is captiveed joint with traction slippage beam, and the exit of metallic tape is captiveed joint with the draw gear shell.
The utility model is compared with background technology, has to build simply, and is easy to operate, guarantees component assembly, welding quality; Guarantee the duration, reduce working measure and take.
Description of drawings
Fig. 1 is the main TV structure scheme drawing of the hanging device of lifting and slippage girder steel unit or trussed steel beam.
Fig. 2 is the plan structure scheme drawing of the hanging device of lifting and slippage girder steel unit or trussed steel beam.
Fig. 3 is the plan structure scheme drawing that hanging device is provided with metallic tape.
The specific embodiment
Embodiment 1: with reference to Fig. 1 and 2.The hanging device of lifting and slippage girder steel unit or trussed steel beam, comprise the combined girder steel framework of building by girder steel and trussed steel beam 6, with two groups of parallel crossbeams of combined girder steel framework 6 upper ends as sliding rail beam 6-1, sliding rail beam 6-1 is provided with traction slippage beam 2, sliding rail beam 6-1 goes up traction slippage beam 2 one sides and is provided with draw gear 1, traction slippage beam 2 middle parts are connected with bont 3, and girder steel unit or trussed steel beam 5 are connected with bont 3 by raising sling 4.Described draw gear 1 is jack or chain block.Described bont 3 is punching jack or winch.Described sliding rail beam 6-1 is provided with the scale 6-1a that is used to measure traction slippage beam 2 skidding distance on sliding rail beam 6-1.
Embodiment 2: with reference to Fig. 3.On the basis of embodiment 1, be connected with metallic tape 7 between described draw gear 1 and the traction slippage beam 2, the flexible rule box of metallic tape 7 is captiveed joint with traction slippage beam 2, and the exit of metallic tape 7 is captiveed joint with the shell of draw gear 1.
What need understand is: though the foregoing description has been done more detailed explanation to the utility model; but these explanations; just to simple declaration of the present utility model; rather than to restriction of the present utility model; any innovation and creation that do not exceed in the utility model connotation all fall in the protection domain of the present utility model.
Claims (5)
1. one kind promotes and the hanging device of slippage girder steel unit or trussed steel beam, comprise the combined girder steel framework, it is characterized in that: with two groups of parallel crossbeams of combined girder steel framework upper end as the sliding rail beam, the sliding rail beam is provided with traction slippage beam, traction slippage beam one side is provided with draw gear on the sliding rail beam, traction slippage beam middle part is connected with bont, and girder steel unit or trussed steel beam are connected with bont by raising sling.
2. the hanging device of lifting according to claim 1 and slippage girder steel unit or trussed steel beam is characterized in that: described draw gear is jack or chain block.
3. the hanging device of lifting according to claim 1 and slippage girder steel unit or trussed steel beam is characterized in that: described bont is punching jack or winch.
4. the hanging device of lifting according to claim 1 and slippage girder steel unit or trussed steel beam is characterized in that: described sliding rail beam is provided with the scale that is used to measure traction slippage beam skidding distance on the sliding rail beam.
5. the hanging device of lifting according to claim 1 and slippage girder steel unit or trussed steel beam, it is characterized in that: be connected with metallic tape between described draw gear and the traction slippage beam, the flexible rule box of metallic tape is captiveed joint with traction slippage beam, and the exit of metallic tape is captiveed joint with the shell of draw gear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202326440U CN201722079U (en) | 2010-06-22 | 2010-06-22 | Hoisting equipment for lifting and sliding steel beam units or steel trusses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202326440U CN201722079U (en) | 2010-06-22 | 2010-06-22 | Hoisting equipment for lifting and sliding steel beam units or steel trusses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201722079U true CN201722079U (en) | 2011-01-26 |
Family
ID=43490387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202326440U Expired - Fee Related CN201722079U (en) | 2010-06-22 | 2010-06-22 | Hoisting equipment for lifting and sliding steel beam units or steel trusses |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201722079U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816209A (en) * | 2017-11-09 | 2018-03-20 | 浙江中南建设集团钢结构有限公司 | The large-scale Roof Truss construction technology of installation is lifted across outer both sides |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
| CN113668406A (en) * | 2021-09-26 | 2021-11-19 | 河南国基建设集团有限公司 | Municipal construction prefabricated pier erecting device and erecting method thereof |
-
2010
- 2010-06-22 CN CN2010202326440U patent/CN201722079U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816209A (en) * | 2017-11-09 | 2018-03-20 | 浙江中南建设集团钢结构有限公司 | The large-scale Roof Truss construction technology of installation is lifted across outer both sides |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
| CN113668406A (en) * | 2021-09-26 | 2021-11-19 | 河南国基建设集团有限公司 | Municipal construction prefabricated pier erecting device and erecting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110126 Termination date: 20160622 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |