CN2389176Y - Sealed anchorage cable - Google Patents
Sealed anchorage cable Download PDFInfo
- Publication number
- CN2389176Y CN2389176Y CN 99242380 CN99242380U CN2389176Y CN 2389176 Y CN2389176 Y CN 2389176Y CN 99242380 CN99242380 CN 99242380 CN 99242380 U CN99242380 U CN 99242380U CN 2389176 Y CN2389176 Y CN 2389176Y
- Authority
- CN
- China
- Prior art keywords
- anchor
- cable
- sealed
- liner plate
- plate
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a sealed anchorage cable, which is composed of a drag cable and an anchorage device. The drag cable comprises a cable body, an embedded component, etc. The anchorage device comprises a clamping piece 11, an anchor plate 12, an anchor liner plate 4, a spiral bar 5, and protective covers 2. A steel strand 7 is tightly wedged with the anchor liner plate via the clamping piece and passes through the embedded part, and the cable body is formed by the anchor liner plate and a corrugated tube. The corrugated tube is a plastic corrugated tube. The tail of the anchor liner plate is sleeve with a plastic corrugated tube 6 and is sealed. The anchor heads at both ends are provided with the protective covers. The peripheries of protective covers are safely sealed at the contact point with the anchor liner plate, and the protective covers and the anchor liner plate are bound and connected by epoxy glue. The anchorage cable is in the fully sealed state, and no external moisture is penetrated in the sealed anchorage cable. The purpose that the steel strand is not broken because of corrosion is ensured, and the service life of the cable body can be lengthened.
Description
The utility model relates to the working anchor cable of a kind of prestress anchoraging.
Along with prestressing technique development; the posttension system has obtained extensive utilization, and grouting becomes the crucial barrier of presstressed reinforcing steel corrosion-resistant, as crucial one topping of corrosion-resistant; guaranteeing to play a part aspect the general safety of bridge very important, need guarantee its quality requirement.Traditional anchor cable is the non-tight formula, adopting metal bellows is the pore-forming pipeline, the back grouting machine that uses pours into concrete in the metal bellows of anchor cable by the anchor plate grout hole traditional grouting way for cable body stretch-draw finishes, the back infiltration if outer concrete block ftractures for some reason, the metal bellows of anchor cable is by corrosion, the grouting way of conventional grout construction makes to retain inevitably in the concrete in addition hole, the harmful water that is detained in the hole etc. will cause the steel strand fracture that is corroded, and rope generally can't be changed in the body, can cause workmanship like this to have a strong impact on.
It is the pore-forming pipeline that the purpose of this utility model is to provide a kind of employing plastic film capicitor, is difficult for being corroded, can guaranteeing grouting quality,, the sealed anchor cable that make it prolong cable body life-span anticorrosion to cable body better.
For reaching above-mentioned purpose; sealed anchor cable of the present utility model is by drag-line; ground tackle two parts are formed; drag-line partly comprises cable body; built-in fitting; ground tackle partly comprises intermediate plate; anchor slab; anchor plate; spiral bar and protective cover; steel strand pass built-in fitting-anchor plate by intermediate plate and anchor slab wedging; bellows forms cable body; be with existing anchor cable difference: described bellows is a plastic film capicitor; anchor plate afterbody and plastic film capicitor socket and sealing; the two ends anchor head partly is equipped with protective cover, and protective cover seals fully with the anchor plate contact position all around and constitutes hermetically sealed anchor cable with the epoxy glue bonding.
The sealed anchor cable of the utility model is that the plastic film capicitor that material is made is pore-forming pipeline, anchor plate afterbody and plastic film capicitor socket owing to the employing favorable sealing property, with corrosion resistant HDPE, anchor head partly is equipped with protective cover, protective cover seals fully with the anchor slab contact position all around and bonds with epoxy glue, make whole anchor cable be in whole sealing status, thereby, do not have outside steam and infiltrate, guarantee the steel strand fracture that is not corroded, prolonged the application life of cable body; Be and the matching used special-purpose anchor cable of vacuum grouting process.
Below, in conjunction with the accompanying drawings and embodiments, the technical characterictic of the sealed anchor cable of the utility model is further described.
Fig. 1: structural representation of the utility model sealed anchor cable and user mode reference diagram.
Embodiment:
As shown in Figure 1; the sealed anchor cable of the utility model; by drag-line; ground tackle two parts are formed; drag-line partly comprises cable body; built-in fitting etc.; ground tackle partly comprises intermediate plate 11; anchor slab 12; anchor plate 4; spiral bar 5 and protective cover 2; steel strand pass built-in fitting-anchor plate 4 by intermediate plate 11 and anchor slab 12 wedgings; bellows 6 forms cable body; described bellows 6 is a plastic film capicitor; anchor plate 4 afterbodys and plastic film capicitor 6 sockets and sealing; anchor head partly is equipped with protective cover 2; protective cover 2 seals fully with anchor plate 4 contact positions all around and bonds with epoxy glue; grout hole and steam vent are arranged on the protective cover 2; after anchor cable grouting finished, the protective cover planted agent filled with anticorrosion grease or cement mortar, and adopted bolt to add the form of sealing ring sealing with grout hole and steam vent sealing.
Described plastic film capicitor 6 pipe thicknesses are 5~10mm, diameter D=Φ 30~400mm.
Claims (2)
1; a kind of sealed anchor cable; by drag-line; ground tackle two parts are formed; drag-line partly comprises cable body; built-in fitting; ground tackle partly comprises intermediate plate (11); anchor slab (12); anchor plate (4); spiral bar (5) and protective cover (2); steel strand (7) pass built-in fitting-anchor plate (4) by intermediate plate (11) and anchor slab (12) wedging; bellows (6) forms cable body; it is characterized in that: described bellows (6) is a plastic film capicitor; anchor plate (4) afterbody and plastic film capicitor (6) socket and sealing; the two ends anchor head partly is equipped with protective cover (2), and protective cover (2) seals fully with anchor plate (4) contact position all around and bonds with epoxy glue.
2, sealed anchor cable as claimed in claim 1 is characterized in that: described plastic film capicitor (6) pipe thickness is 5~10mm, diameter D=Φ 30~400mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 99242380 CN2389176Y (en) | 1999-09-03 | 1999-09-03 | Sealed anchorage cable |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 99242380 CN2389176Y (en) | 1999-09-03 | 1999-09-03 | Sealed anchorage cable |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2389176Y true CN2389176Y (en) | 2000-07-26 |
Family
ID=34029039
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 99242380 Expired - Fee Related CN2389176Y (en) | 1999-09-03 | 1999-09-03 | Sealed anchorage cable |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2389176Y (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103290843A (en) * | 2013-06-04 | 2013-09-11 | 北京工业大学 | Pre-stressed pressure-type anti-floating anchor with spiral stirrup |
CN105672579A (en) * | 2016-04-11 | 2016-06-15 | 智性纤维复合加固南通有限公司 | Intelligent steel strand anchoring structure and anchoring method thereof |
WO2015179882A3 (en) * | 2014-05-23 | 2016-06-23 | Ncm Innovations (Pty) Ltd | A bung |
EP2895691A4 (en) * | 2012-09-14 | 2016-08-24 | Fci Holdings Delaware Inc | Cable bolt |
CN109811654A (en) * | 2019-01-28 | 2019-05-28 | 杭州海伦铸钢有限公司 | A kind of anchorage that can be self-locking |
CN110258931A (en) * | 2019-07-11 | 2019-09-20 | 兰州恒驰预应力科技有限公司 | A kind of clipping anchor of prestressing force |
-
1999
- 1999-09-03 CN CN 99242380 patent/CN2389176Y/en not_active Expired - Fee Related
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2895691A4 (en) * | 2012-09-14 | 2016-08-24 | Fci Holdings Delaware Inc | Cable bolt |
US9512720B2 (en) | 2012-09-14 | 2016-12-06 | Fci Holdings Delaware, Inc. | Cable bolt |
EP3361045A1 (en) * | 2012-09-14 | 2018-08-15 | DSI Underground IP Holdings Luxembourg S.à.r.l. | Cable bolt |
CN103290843A (en) * | 2013-06-04 | 2013-09-11 | 北京工业大学 | Pre-stressed pressure-type anti-floating anchor with spiral stirrup |
WO2015179882A3 (en) * | 2014-05-23 | 2016-06-23 | Ncm Innovations (Pty) Ltd | A bung |
CN105672579A (en) * | 2016-04-11 | 2016-06-15 | 智性纤维复合加固南通有限公司 | Intelligent steel strand anchoring structure and anchoring method thereof |
CN109811654A (en) * | 2019-01-28 | 2019-05-28 | 杭州海伦铸钢有限公司 | A kind of anchorage that can be self-locking |
CN109811654B (en) * | 2019-01-28 | 2024-05-31 | 杭州海伦铸钢有限公司 | Anchor capable of self-locking |
CN110258931A (en) * | 2019-07-11 | 2019-09-20 | 兰州恒驰预应力科技有限公司 | A kind of clipping anchor of prestressing force |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100570067C (en) | Prestressed method of suspension bridge anchoring changeable formula and device | |
CN109837895A (en) | A kind of big pressure dispersing anchorage cable construction of depth | |
CN100422448C (en) | Anti-corrosion rockbolt with sack body | |
WO2020151347A1 (en) | Prefabricated prestressed anchor structure | |
CN105297708A (en) | Compound recycled concrete pile of carbon fibers and steel tube | |
CN1287202A (en) | Vacuum grouting process and its sealed anchor cable | |
CN2389176Y (en) | Sealed anchorage cable | |
CN213709144U (en) | Bridge pier structure | |
CN2934358Y (en) | Anticorrosion anchor rod with utricle | |
CN208634539U (en) | The waterproof construction of direct-buried pipe through walls afterwards | |
CN204728585U (en) | The reinforcing bar grouting branch sleeve of precast assembly | |
CN208295326U (en) | Full corrosion-proof lining formula Prestressed concrete cylinder pipe | |
CN208649873U (en) | A kind of prefabricated anti-collision wall attachment device | |
CN211948404U (en) | Anti-corrosion type prestressed anchoring structure | |
CN205894070U (en) | A corrosion -resistant prefabricated grouted rock bolt for strongly -corrosive environment | |
CN214784245U (en) | Cage core bag anti-floating anchor rod anti-corrosion structure | |
CN201144393Y (en) | Replaceable prestressed device for suspension bridge anchor | |
CN111764384B (en) | Adopt single-deck bellows and resin material to realize anticorrosive anchor rope structure of double-deck | |
JP4684479B2 (en) | Structure of the connection between the pile and the pile head structure | |
CN104652712B (en) | epoxy resin connecting sleeve | |
CN210886956U (en) | Split bolt hole plugging plug and anti-leakage plugging structure for bridge engineering | |
CN210712903U (en) | Steel-carbon fiber composite reinforcement filling pile | |
CN211948401U (en) | Adopt single-deck bellows and resin material to realize anticorrosive anchor rope structure of double-deck | |
CN205617315U (en) | A anchor that is used for concrete hexagonal piece bank protection | |
CN216838942U (en) | Segmental assembled hollow pier |
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 |