CN2284265Y - Non-sticking prestressing anchor tendon - Google Patents

Non-sticking prestressing anchor tendon Download PDF

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Publication number
CN2284265Y
CN2284265Y CN 97200795 CN97200795U CN2284265Y CN 2284265 Y CN2284265 Y CN 2284265Y CN 97200795 CN97200795 CN 97200795 CN 97200795 U CN97200795 U CN 97200795U CN 2284265 Y CN2284265 Y CN 2284265Y
Authority
CN
China
Prior art keywords
anchor
bellows
bondn
isolation mount
cable
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
Application number
CN 97200795
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Chinese (zh)
Inventor
林远征
袁祖智
李国立
周正
宋慧杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING RESEARCH INST OF BUILDING ENGINEERING
Original Assignee
BEIJING RESEARCH INST OF BUILDING ENGINEERING
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING RESEARCH INST OF BUILDING ENGINEERING filed Critical BEIJING RESEARCH INST OF BUILDING ENGINEERING
Priority to CN 97200795 priority Critical patent/CN2284265Y/en
Application granted granted Critical
Publication of CN2284265Y publication Critical patent/CN2284265Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a non-sticking prestressed anchor bundle, comprising non-sticking anchoring cables, a corrugated pipe, cement grout materials, a concrete pier head, and an anchoring device. An inner isolation supporter used for isolating among the anchoring cables, the middle of the inner isolation supporter is provided with a hole which is used for passing through concrete liquid, the outside of the anchoring cables is provided with the corrugated pipe, and an outer aligning supporter used for isolating is arranged between the corrugated pipe and a drilling hole. One end of the corrugated pipe is provided with a guide cap which is used for passing through a grout pipe, the periphery of the other end of the corrugated pipe is provided with a steel sleeve pipe which is connected with a steel tie plate, the anchoring device is connected to a steel tie plate, and the non-striking anchoring cables are anchored through clipping sheets. The utility model has the advantages of nonperishable breaking, strong antisepsis ability, long lasting, adjustable anchoring force, once grouting, and convenient construction.

Description

Novel prestressing without bondn anchor bundle
The utility model relates to a kind of novel prestressing without bondn anchor bundle.
In slope support engineering, adopted a large amount of rock anchor reinforcement measures, because rock anchor engineering is a concealed work, have once use and damage after the characteristics that can not repair, be subjected to people's attention its application life further, therefore, be necessary to provide a kind of and have permanent anticorrosion, can be used for slope reinforcement to the adaptable pre-stressed anchor rods that anchored force can adjust with the rock mass displacement.
The purpose of this utility model provides a kind of novel prestressing without bondn anchor bundle, and this anchor bundle antiseptic power is strong, easy fracture not, and excellent in durability can be adjusted anchored force.
For achieving the above object, the utility model is taked following design scheme: novel prestressing without bondn anchor bundle comprises: non-bonded anchorage cable, bellows, cement grouting material, the concrete pier nose, ground tackle, described non-bonded anchorage cable is a non-bending steel cable, isolate with interior isolation mount between each anchor cable, have the hole in the middle of the interior isolation mount, being used for cement grout passes through, anchor cable is outward a bellows, beyond between bellows and boring medium-height trestle is isolated, bellows one end is established the guiding cap that passes through for grout pipe, the outer steel sleeve that is with of the bellows other end, it and billet join, billet is imbedded in the concrete pier nose, connects ground tackle on the billet, and non-bonded anchorage cable is by the intermediate plate anchoring.
Below in conjunction with accompanying drawing embodiment of the present utility model is described in detail.
Fig. 1: the utility model structural representation
Fig. 2: outer anchor head, protective cap structural representation
As Fig. 1, shown in Figure 2,1 is non-bending steel cable, 3 is construction site drilling, 10 is interior isolation mount, purpose be make between the steel strand at regular intervals, isolation mount can adopt various ways, for example: a plurality of anchor holes can be evenly arranged in the outer ring, have hole in the middle of it, this hole can be used for cement grout by and settle Grouting Pipe, be plastic film capicitor 2 in the periphery of steel strand, centering isolation mount 9 outside between bellows and boring, being placed with, purpose is to make anchor bundle body centering behind the anchor bundle hand-hole, straight, promptly play centering, help the effect of wearing, this support can adopt two halfround bar slices, the back of sheet has protruding peak to be used for anchor bundle centering location, isolation mount play in being to prevent, can be in interior isolation mount both sides in addition colligation 9, for example with the colligation of no zinc galvanized wire.
In order to make anchor bundle once grouting; be provided with for the guiding cap 6 of adorning grout pipe at bellows one end; wherein; 5,7 be respectively first grout pipe, second grout pipe; in boring, be marked with cement slurry 4; the other end at bellows has a steel sleeve 11; steel sleeve and concrete pier nose 12 are affixed, and the steel sleeve end connects billet 13, connect anchor ring 14 on the billet; steel strand are clamped by intermediate plate; 16 is the temporary protection cap, when needs are adjusted the stress of stress anchor bundle, and desirable adjustment down; 15 is elastic tape, seals.Between billet and anchor ring, be added with dynamometer 17, a protection box 18 arranged outside dynamometer, anchor ring, in be added with antirust grease 19, same, be added with antirust grease 19 in the temporary protection cap.In addition, also can be in dynamometer, anchor ring and steel strand end all with the concrete sealing.
The utility model advantage: because non-bonded anchorage cable is non-bending steel cable, when rock deformation, freedom Section can be adjusted strain along total length, thereby can avoid distortion to concentrate on the local section and cause the fracture of anchor bundle, and is pre-The size of stress is also with the rock deformation Self-adjustment, when using the temporary protection cap, and can showing according to dynamometer Value is adjusted the anchor bundle on demand. This anchor bundle is easy fracture not only, and owing to adopts plastic film capicitor to have Strong antiseptic power has improved the durability of anchoring, and the Korrosionsmediums such as anti-sealing enter the anchor bundle, in addition, This anchor bundle once grouting, easy and simple to handle.

Claims (5)

1, a kind of novel prestressing without bondn anchor bundle, it is characterized in that it comprises: non-bonded anchorage cable, bellows, cement grouting material, the concrete pier nose, ground tackle, described non-bonded anchorage cable is a non-bending steel cable, isolate with interior isolation mount between each anchor cable, have the hole in the middle of the interior isolation mount, being used for cement grout passes through, anchor cable is outward a bellows, beyond between bellows and boring medium-height trestle is isolated, bellows one end is established the guiding cap that passes through for grout pipe, the outer steel sleeve that is with of the bellows other end, it and billet join, billet is imbedded in the concrete pier nose, connects ground tackle on the billet, and non-bonded anchorage cable is by the intermediate plate anchoring.
2, novel prestressing without bondn anchor bundle according to claim 1 is characterized in that: isolation mount is middle perforate in described, and there is anchor hole outer ring evenly row.
3, novel prestressing without bondn anchor bundle according to claim 1 is characterized in that: described is two halfround bar slices to medium-height trestle outward, and there is protruding peak at the back of sheet, and protruding peak is used to restraint the centering location.
4, novel prestressing without bondn anchor bundle according to claim 1 is characterized in that: the anchor ring periphery of the described ground tackle temporary protection cap that is spirally connected.
5, novel prestressing without bondn anchor bundle according to claim 1 is characterized in that: the isolation mount both sides are banded with the colligation of anti-interior isolation mount play in described.
CN 97200795 1997-01-23 1997-01-23 Non-sticking prestressing anchor tendon Expired - Fee Related CN2284265Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 97200795 CN2284265Y (en) 1997-01-23 1997-01-23 Non-sticking prestressing anchor tendon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 97200795 CN2284265Y (en) 1997-01-23 1997-01-23 Non-sticking prestressing anchor tendon

Publications (1)

Publication Number Publication Date
CN2284265Y true CN2284265Y (en) 1998-06-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 97200795 Expired - Fee Related CN2284265Y (en) 1997-01-23 1997-01-23 Non-sticking prestressing anchor tendon

Country Status (1)

Country Link
CN (1) CN2284265Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798812A (en) * 2010-04-19 2010-08-11 北京科技大学 Double anchoring section prestressed anchoring system with three-layer protection and anchoring method thereof
CN101806061A (en) * 2010-03-16 2010-08-18 合肥工业大学 Anchorage unit and construction method using same to ream ground anchor
CN104963339A (en) * 2015-07-07 2015-10-07 长江勘测规划设计研究有限责任公司 Anchor cable centering support device
CN105649079A (en) * 2016-01-15 2016-06-08 华北水利水电大学 Double-layer anticorrosion pre-stressed anchor cable structure for building construction
CN105804774A (en) * 2014-04-11 2016-07-27 衢州市优德工业设计有限公司 Anchor cable capable of repeatedly applying prestress in mine tunnel
CN106759318A (en) * 2016-12-13 2017-05-31 中国水利水电科学研究院 Suitable for rock side slope supporting and the intelligent anchor cable system and its fixing means of monitored over time

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101806061A (en) * 2010-03-16 2010-08-18 合肥工业大学 Anchorage unit and construction method using same to ream ground anchor
CN101798812A (en) * 2010-04-19 2010-08-11 北京科技大学 Double anchoring section prestressed anchoring system with three-layer protection and anchoring method thereof
CN101798812B (en) * 2010-04-19 2012-01-25 北京科技大学 Double anchoring section prestressed anchoring system with three-layer protection and anchoring method thereof
CN105804774A (en) * 2014-04-11 2016-07-27 衢州市优德工业设计有限公司 Anchor cable capable of repeatedly applying prestress in mine tunnel
CN105804774B (en) * 2014-04-11 2017-09-19 衢州市优德工业设计有限公司 A kind of mine laneway is repeatable to apply prestressed anchor cable
CN104963339A (en) * 2015-07-07 2015-10-07 长江勘测规划设计研究有限责任公司 Anchor cable centering support device
CN105649079A (en) * 2016-01-15 2016-06-08 华北水利水电大学 Double-layer anticorrosion pre-stressed anchor cable structure for building construction
CN106759318A (en) * 2016-12-13 2017-05-31 中国水利水电科学研究院 Suitable for rock side slope supporting and the intelligent anchor cable system and its fixing means of monitored over time

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GR01 Patent grant
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