CN2362889Y - Clamping-piece type steel wire twisted group anchor tension cable - Google Patents
Clamping-piece type steel wire twisted group anchor tension cable Download PDFInfo
- Publication number
- CN2362889Y CN2362889Y CN 98245540 CN98245540U CN2362889Y CN 2362889 Y CN2362889 Y CN 2362889Y CN 98245540 CN98245540 CN 98245540 CN 98245540 U CN98245540 U CN 98245540U CN 2362889 Y CN2362889 Y CN 2362889Y
- Authority
- CN
- China
- Prior art keywords
- pipe
- drag
- inhaul cable
- line
- correction
- 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 clamping-piece type inhaul cable of a group anchor for a steel strand, which is composed of an inhaul cable part and an anchor device of the group anchor, wherein, the inhaul cable part comprises an inhaul cable 1, a pre-buried pipe 2 and a vibration absorber 5. A deflection correcting pipe 3 is also sheathed and added in the pre-buried pipe 2, and plugging materials 4 are filled between the two pipes. The inhaul cable 1 is positioned in the deflection correcting pipe 3 and is in parallel with the deflection correcting pipe 3 mutually, the vibration absorber 5 is arranged between the inhaul cable 1 and the deflection correcting pipe 3, and plugging materials 4, the pre-buried pipe and the deflection correcting pipe 3 are connected as a whole by a welding mode. The inhaul cable structure can effectively correct the phenomenon that the center of the pre-buried pipe is not superposed with the inhaul cable. The utility model has the advantages that the vibration absorber is conveniently installed, and the vibration damping effect is improved.
Description
The utility model relates to a kind of cable stayed bridge suspension cable, particularly a kind of sheet clamping type group anchor guy of twisted steel cable.
The sheet clamping type group anchor guy of twisted steel cable of the applicant's original application is an assembled on site, it partly is made up of drag-line part and ground tackle, drag-line partly comprises drag-line, built-in fitting, damper means etc., built-in fitting is generally pre-buried by tower and bridge floor unit in charge of construction, require pre-up and down pipe laying coaxial in the construction, bearing plate is vertical with the pre-buried tubular axis heart, to guarantee the smooth installation of vibration absorber.But in practice of construction, it is incorrect pre-pipe laying installation site often to occur, and pre-buried tube hub is not overlapped with the suspension cable direction, deviation occurs, cause vibration absorber that difficulty is installed, and effectiveness in vibration suppression can not reach optimum state.
The purpose of this utility model is to provide can effectively proofread and correct pre-buried tube hub and the phenomenon that drag-line does not overlap, and improves the clip type steel strand group anchor cable of shock absorber effectiveness in vibration suppression.
For reaching above-mentioned purpose, solution of the present utility model is to add correction pipe of cover in pre-pipe laying.Be that clip type steel strand group anchor cable of the present utility model is made up of drag-line part and group's anchor ground tackle, drag-line partly comprises drag-line, pre-pipe laying, shock absorber, also cover is added with a correction pipe in pre-pipe laying, this correction pipe can move upper and lower, left and right in pre-pipe laying, be filled with the choker block thing between two pipes, drag-line is positioned at the correction pipe and is parallel to each other with the correction pipe, and shock absorber is contained between drag-line and the correction pipe, fuses by welding manner between choker block thing and pre-pipe laying and the correction pipe.
Because adopt said structure, clip type steel strand group anchor cable of the present utility model can effectively be proofreaied and correct pre-buried tube hub and not overlap phenomenon with drag-line, can successfully load onto shock absorber, improve effectiveness in vibration suppression.
Below, in conjunction with the accompanying drawings and embodiments architectural feature of the present utility model is described further.
Accompanying drawing: the utility model steel strand group anchor cable drag-line part-structure schematic diagram.
Embodiment
A kind of clip type steel strand group anchor cable, form by drag-line part and group's anchor ground tackle, as shown in the figure: drag-line partly comprises drag-line 1, pre-pipe laying 2, shock absorber 5, also cover is added with a correction pipe 3 in pre-pipe laying 2, this correction pipe 3 can move upper and lower, left and right in pre-pipe laying 2, be filled with choker block thing 4 between two pipes, drag-line 1 is positioned at correction pipe 3 and is parallel to each other with correction pipe 3, shock absorber 5 is contained between drag-line 1 and the correction pipe 3, fuses by welding manner between choker block thing 4 and pre-pipe laying 2 and the correction pipe 3.
During construction, pre-pipe laying 2 is pre-buried by unit in charge of construction, the pipe 3 of will rectifying a deviation is enclosed within the pre-pipe laying 2, drag-line 1 is inserted in the correction pipe 3, between pre-pipe laying 2 and correction pipe, put into choker block thing 4, after whole unit of a drag-line have mounted, between pre-pipe laying 3 and drag-line 1, load onto shock absorber 5, because correction pipe 3 is movable adjustable, guaranteed that drag-line 1 overlaps with correction pipe 3 centers, shock absorber 5 can be pushed in the correction pipe 3 smoothly, and weld choker block thing 4 and pre-pipe laying 1 and correction pipe 3 this moment again, fixing correction pipe 3 positions.
Claims (1)
1, a kind of clip type steel strand group anchor cable, form by drag-line part and group's anchor ground tackle, drag-line partly comprises drag-line (1), pre-pipe laying (2), shock absorber (5), it is characterized in that: cover is added with a correction pipe (3) in pre-pipe laying (2), this correction pipe (3) can be in pre-pipe laying (2) on, down, a left side, move right, be filled with choker block thing (4) between two pipes, drag-line (1) is positioned at correction pipe (3) and is parallel to each other with correction pipe (3), shock absorber (5) is contained between drag-line (1) and the correction pipe (3), fuses by welding manner between choker block thing (4) and pre-pipe laying (2) and the correction pipe (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98245540 CN2362889Y (en) | 1998-11-09 | 1998-11-09 | Clamping-piece type steel wire twisted group anchor tension cable |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98245540 CN2362889Y (en) | 1998-11-09 | 1998-11-09 | Clamping-piece type steel wire twisted group anchor tension cable |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2362889Y true CN2362889Y (en) | 2000-02-09 |
Family
ID=33991258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98245540 Expired - Fee Related CN2362889Y (en) | 1998-11-09 | 1998-11-09 | Clamping-piece type steel wire twisted group anchor tension cable |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2362889Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100447341C (en) * | 2006-10-16 | 2008-12-31 | 江阴法尔胜住电新材料有限公司 | Skew-inhaul-cable deviation-rectifying device |
| CN102733303A (en) * | 2012-07-06 | 2012-10-17 | 巨力索具股份有限公司 | Bending restrictor for stay cable of bridge |
| CN112502051A (en) * | 2020-11-10 | 2021-03-16 | 中铁大桥勘测设计院集团有限公司 | Anchor cable buckling and anchoring device and system |
-
1998
- 1998-11-09 CN CN 98245540 patent/CN2362889Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100447341C (en) * | 2006-10-16 | 2008-12-31 | 江阴法尔胜住电新材料有限公司 | Skew-inhaul-cable deviation-rectifying device |
| CN102733303A (en) * | 2012-07-06 | 2012-10-17 | 巨力索具股份有限公司 | Bending restrictor for stay cable of bridge |
| CN102733303B (en) * | 2012-07-06 | 2015-01-14 | 巨力索具股份有限公司 | Bending restrictor for stay cable of bridge |
| CN112502051A (en) * | 2020-11-10 | 2021-03-16 | 中铁大桥勘测设计院集团有限公司 | Anchor cable buckling and anchoring device and system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: PATENTEE ADDRESS; FROM: NO. 3, LONGQUAN ROAD, LIUZHOU CITY, GUANGXI TO: NO.5 JILA ROAD, LIUZHOU CITY, GUANGXI |
|
| CP03 | Change of name, title or address |
Address after: No. 5 chicken Road, Guangxi, Liuzhou Patentee after: Ouweimu Architectural Machinery Co., Ltd., Liuzhou Address before: No. 3, Longquan Road, Liuzhou, Guangxi Patentee before: Ouweimu Architectural Machinery Co., Ltd., Liuzhou |
|
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |