CN203546600U - Steel strand guiding device - Google Patents
Steel strand guiding device Download PDFInfo
- Publication number
- CN203546600U CN203546600U CN201320603066.0U CN201320603066U CN203546600U CN 203546600 U CN203546600 U CN 203546600U CN 201320603066 U CN201320603066 U CN 201320603066U CN 203546600 U CN203546600 U CN 203546600U
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- Prior art keywords
- steel strand
- guiding device
- guiding
- steel
- strand guiding
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Abstract
The utility model discloses a steel strand guiding device, and relates to the field of bridge construction. The steel strand guiding device comprises a guiding body, wherein the guiding body is cylindrical; the outer surface of the guiding body is provided with a guiding groove; the guiding groove is curved along the periphery of the guiding body. The steel strand guiding device is fixed to a horizontal continuous jack operation platform in a welding mode. The surface of the steel strand guiding device is welded with a corresponding steel strand collection guiding groove according to the steel strand collection direction, namely an angle, a winch is arranged on a steel truss bridge deck, and a steel strand is smoothly put on a steel truss bridge deck slab through the winch and the steel strand guiding device, so that the steel strand is conveniently bound and installed again, a great number of machines and a great amount of manpower for repeated transportation are avoided, and the steel truss is efficiently pushed in a long distance.
Description
Technical field
The utility model relates to field of bridge construction, particularly relates to a kind of steel strand guiding device.
Background technology
Along with developing rapidly of China's economy, need the project of construction increasing, the bridge of Steel truss structure is more and more, more and more higher to safety, quality, the schedule requirement of construction, must employ new technology, new technology, could realize the high-quality, high-quality of infrastructure requirement.At present, for greatly across, long connection steel truss girder incremental launching construction, generally at each bridge pier Dun Ding, a whole set of level, vertical jack are set, the horizontal-top that completes steel truss girder is passed moving and vertically rises and falls, need to drop into a large amount of levels, vertical jack and synchronous, correction control measure, local fault, by the incremental launching construction of the whole steel truss girder of impact, affects construction speed.For the multi-joint steel truss girder construction of multispan, generally first will often across every steel truss girder, with interim rod member, be connected, form a long connection and carry out free cantilever erection or incremental launching construction, need to increase interim connecting rod and the nose girder rod member between a large amount of connection and connection, adopt a large amount of machinery, manpower to have bad luck back and forth, expend a large amount of human and material resources, financial resources.
Utility model content
The purpose of this utility model is in order to overcome the deficiency of above-mentioned background technology, a kind of steel strand guiding device is provided, successfully steel strand are positioned on steel truss girder bridge panel, lashing again, installation with aspect steel strand, avoid adopting a large amount of machinery, manpower to have bad luck back and forth, be conducive to realize the long distance of steel truss girder, efficient pushing tow.
The utility model provides a kind of steel strand guiding device, comprises guide way, and described guide way is cylindrical, and the external surface of described guide way is provided with gathering sill, and gathering sill is arranged along the circumferential skewing of guide way.
On the basis of technique scheme, described steel strand guiding device is fixed on horizontal continuity jack operating platform by welding manner.
Compared with prior art, advantage of the present utility model is as follows:
It is that angle is welded corresponding steel strand receipts rope gathering sill that steel strand guide surface is received Suo Fangxiang according to steel strand, on steel truss girder bridge floor, hoist engine is set, by hoist engine and steel strand guiding device, successfully steel strand are positioned on steel truss girder bridge panel, lashing again, installation with aspect steel strand, avoid adopting a large amount of machinery, manpower to have bad luck back and forth, be conducive to realize the long distance of steel truss girder, efficient pushing tow.
Accompanying drawing explanation
Fig. 1 is the front view of horizontal continuity jack anchoring reaction frame and steel strand guiding device in the utility model embodiment.
Fig. 2 is the top view of Fig. 1.
The specific embodiment
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
The utility model embodiment provides a kind of steel strand guiding device, shown in Fig. 1, Fig. 2, steel strand guiding device is fixed on horizontal continuity jack operating platform by welding manner, steel strand guiding device comprises guide way and gathering sill, guide way is cylindrical, the external surface of guide way is provided with gathering sill, and gathering sill is arranged along the circumferential skewing of guide way.It is that angle is welded corresponding steel strand receipts rope gathering sill that steel strand guide surface is received Suo Fangxiang according to steel strand, on steel truss girder bridge floor, hoist engine is set, by hoist engine and steel strand guiding device, successfully steel strand are positioned on steel truss girder bridge panel, lashing again, installation with aspect steel strand, avoid adopting a large amount of machinery, manpower to have bad luck back and forth, be conducive to realize the long distance of steel truss girder, efficient pushing tow.
Those skilled in the art can carry out various modifications and variations to the utility model embodiment; if these are revised and modification belongs within the scope of the utility model claim and equivalent technologies thereof, these modifications and modification are also within protection domain of the present utility model.
The prior art that the content of not describing in detail in manual is known to the skilled person.
Claims (2)
1. a steel strand guiding device, comprises guide way, and described guide way is cylindrical, it is characterized in that: the external surface of described guide way is provided with gathering sill, and gathering sill is arranged along the circumferential skewing of guide way.
2. steel strand guiding device as claimed in claim 1, is characterized in that: described steel strand guiding device is fixed on horizontal continuity jack operating platform by welding manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320603066.0U CN203546600U (en) | 2013-09-27 | 2013-09-27 | Steel strand guiding device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320603066.0U CN203546600U (en) | 2013-09-27 | 2013-09-27 | Steel strand guiding device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546600U true CN203546600U (en) | 2014-04-16 |
Family
ID=50464737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320603066.0U Expired - Lifetime CN203546600U (en) | 2013-09-27 | 2013-09-27 | Steel strand guiding device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546600U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106835989A (en) * | 2017-02-10 | 2017-06-13 | 中交路桥华南工程有限公司 | The method that floorings installation is carried out using truss-like assistance platform |
| CN108868155A (en) * | 2018-06-27 | 2018-11-23 | 中国核工业华兴建设有限公司 | A kind of packaged type steel stranded wire penetrating adapter guiding device and its application method |
-
2013
- 2013-09-27 CN CN201320603066.0U patent/CN203546600U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106835989A (en) * | 2017-02-10 | 2017-06-13 | 中交路桥华南工程有限公司 | The method that floorings installation is carried out using truss-like assistance platform |
| CN108868155A (en) * | 2018-06-27 | 2018-11-23 | 中国核工业华兴建设有限公司 | A kind of packaged type steel stranded wire penetrating adapter guiding device and its application method |
| CN108868155B (en) * | 2018-06-27 | 2020-10-20 | 中国核工业华兴建设有限公司 | Movable steel strand pulling guide device and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: NO.1 ENGINEERING CO., LTD., ZHONGTIE BRIDGE BUREAU Free format text: FORMER OWNER: NO.1 ENGINEERING CO., LTD., ZHONGTIE BRIDGE BUREAU GROUP GROUP CO., LTD., ZHONGTIE DAQIAO BUREAU Effective date: 20150225 Owner name: GROUP CO., LTD., ZHONGTIE DAQIAO BUREAU Free format text: FORMER OWNER: CHINA ZHONGTIE MAJOR BRIDGE ENGINEERING CO., LTD. Effective date: 20150225 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 430074 WUHAN, HUBEI PROVINCE TO: 430050 WUHAN, HUBEI PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150225 Address after: 430050 Hanyang Road, Hanyang District, Hubei, No. 38, No. Patentee after: CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. Patentee after: 1ST ENGINEERING CO., LTD. OF CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. Address before: 430074 Hubei province Wuhan Dongxin East Lake New Technology Development Zone Road SBI Venture Street No. 6 Building 12 layer Patentee before: CHINA RAILWAY MAJOR BRIDGE ENGINEERING Co.,Ltd. Patentee before: 1ST ENGINEERING CO., LTD. OF CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. Patentee before: CHINA RAILWAY MAJOR BRIDGE ENGINEERING GROUP Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140416 |