CN109356158A - A kind of prestress anchorage cable can mend tensioning anchor seal structure - Google Patents
A kind of prestress anchorage cable can mend tensioning anchor seal structure Download PDFInfo
- Publication number
- CN109356158A CN109356158A CN201811274081.9A CN201811274081A CN109356158A CN 109356158 A CN109356158 A CN 109356158A CN 201811274081 A CN201811274081 A CN 201811274081A CN 109356158 A CN109356158 A CN 109356158A
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- CN
- China
- Prior art keywords
- anchorage
- cable
- casing
- anchor cable
- anchor
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of prestress anchorage cable can mend tensioning anchor seal structure, can quickly carry out benefit tensioning when loss of prestress occurs in anchor cable, it is ensured that rock-reinforcing engineering safety, and realize dynamic design and Dynamic Construction that geotechnical engineering is reinforced.Including billet, anchorage and anchor cable, anchorage has the anchor cable hole of circumferentially spaced-apart setting.The anchor cable rear portion passes through anchor cable hole and exposure anchorage end face certain length, forms the casing being detachably connected with anchorage and closes anchor cable exposure section in the inner, casing back-end closure, and anti-corrosion grease is perfused in inner cavity；It is detachably connected shield on the billet, which surrounds anchorage, casing in the inner.
Description
Technical field
The present invention relates to geotechnical engineering, especially a kind of prestress anchorage cable can mend tensioning anchor seal structure.
Background technique
It is highly developed that prestress anchorage cable technology is applied to geotechnical engineering reinforcing, but for a long time, prestressing force is damaged
Mistake problem is not solved very well, and the accident of reinforcing engineering failure is caused to happen occasionally after loss of prestress, individual provinces and regions
Therefore application of the prestress anchorage cable in the permanent works such as side slope, foundation pit is also limited.Prestressed anchor cable anchorage all used in the past
Concrete sealing off and covering anchorage needs to cut steel strand wires extra outside anchor head, in this way, for loss of prestress for end socket beauty before sealing off and covering anchorage
Need to mend the anchor cable of tensioning since anchor cable remaining outside anchor head is shorter, tensioning machine clamp can not clamp, and cannot achieve benefit tensioning, together
When, concrete sealing off and covering anchorage is removed very difficult.Loss of prestress cannot mend tensioning, will jeopardize engineering safety.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of prestress anchorage cables can mend tensioning anchor seal structure, in anchor cable
Occur quickly carrying out benefit tensioning when loss of prestress, it is ensured that rock-reinforcing engineering safety, and realize that geotechnical engineering is reinforced dynamic
State design and Dynamic Construction.
The technical solution adopted by the present invention to solve the technical problems is as follows:
A kind of prestress anchorage cable of the invention can mend tensioning anchor seal structure, including billet, anchorage and anchor cable, anchorage have
The anchor cable hole of circumferentially spaced-apart setting, it is characterized in that: the anchor cable rear portion passes through anchor cable hole and exposure anchorage end face certain length, with
Anchorage forms the casing being detachably connected and closes anchor cable exposure section in the inner, casing back-end closure, and anti-corrosion is perfused in inner cavity
Grease；It is detachably connected shield on the billet, which surrounds anchorage, casing in the inner.
Ring groove with anchor cable hole coaxial line is set on the anchorage end face, and ring groove is inserted into casing front end, and logical
Connected structure is crossed to be detachably connected with anchorage formation.
The invention has the advantages that the closing safeguard structure of anchor cable can be dismantled, and anchor cable rear portion exposure anchorage end face
Certain length can quickly carry out benefit tensioning when loss of prestress occurs in anchor cable, it is ensured that rock-reinforcing engineering safety, and realize rock
The dynamic design and Dynamic Construction of native engineering reinforcement；Have the characteristics that it is firm it is practical, economical, construction it is quick and convenient, have and preferably push away
Wide application prospect, and meet the requirement of environmental protection.
Detailed description of the invention
This specification includes following four width attached drawing:
Fig. 1 is the skiagraph that a kind of prestress anchorage cable of the present invention can mend tensioning anchor seal structure；
Fig. 2 is the main view that a kind of prestress anchorage cable of the present invention can mend tensioning anchor seal structure；
Fig. 3 is the main view that a kind of prestress anchorage cable of the present invention can mend anchorage in tensioning anchor seal structure；
Fig. 4 is the enlarged drawing of the part A in Fig. 1.
Component and corresponding label: billet 10, anchorage 11, anchor cable hole 12, ring groove 13, injected hole are shown in figure
14, anchor cable 20, casing 30, anti-corrosion grease 31, coaxial dynamometer 40, the first rubber washer 41, the second rubber washer 42, shield
50, bolt 51, ventilation hole 52, drain hole 53.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
Referring to Figures 1 and 2, it includes billet 10, anchorage 11 that a kind of prestress anchorage cable of the present invention, which can mend tensioning anchor seal structure,
With anchor cable 20, anchorage 11 has the anchor cable hole 12 of circumferentially spaced-apart setting, and 20 rear portion of anchor cable passes through anchor cable hole 12 and exposure anchor
Have 11 end face certain lengths.It forms the casing 30 being detachably connected with anchorage 11 to close 20 exposure section of anchor cable in the inner, casing
Anti-corrosion grease 31 is perfused in inner cavity, prevents the steel strand wires of anchor cable 20 from corroding for 30 back-end closures.It is detachable on the billet 10
Shield 50 is connected, which surrounds anchorage 11, casing 30 in the inner, plays protective action.Closing outside anchor cable 20
Safeguard structure can be dismantled, and 20 rear portion exposure anchorage end face certain length of anchor cable, can be fast when loss of prestress occurs in anchor cable
Speed carries out benefit tensioning, it is ensured that rock-reinforcing engineering safety, and realize dynamic design and Dynamic Construction that geotechnical engineering is reinforced.
Referring to Figure 1 and Figure 3, the ring groove 13 with 12 coaxial line of anchor cable hole, casing 30 are set on 11 end face of anchorage
Ring groove 13 is inserted into front end, and is detachably connected by connected structure and the formation of anchorage 11, to facilitate construction.Connected structure can
It is a kind of structure connected structure the simplest, i.e., the described grafting knot shown in Fig. 4 to use the diversified forms such as spring arch clasp
Structure includes the card slot being set on 13 side wall of ring groove, and the ring-like boss in setting 30 front end side wall of casing, card slot, ring
Type boss is corresponding and is adapted.Casing 30 is made of plastic material, has certain flexibility.
Referring to Figures 1 and 2, ventilation hole 52 is arranged in the both lateral sides of the shield 50, and drain hole is arranged in bottom bottom position
53.The main function of ventilation hole 52 is to prevent temperature in sealing off and covering anchorage too high, plays cooling effect.Similar blinds in 52 structure of ventilation hole
Well format, upside imperforation, lower opening avoid rainwater from entering in shield 50.The effect of drain hole 53 is to exclude extreme item
Enter the ponding in shield 50 under part.The shield 50 is made of stainless steel, aluminium alloy or engineering plastics.
Referring to Figures 1 and 2, also settable coaxial dynamometer 40, coaxial dynamometer 40 between the billet 10, anchorage 11
First rubber washer 41 is set between 10 end face of billet, the second rubber washer 42 is set between 11 bottom surface of anchorage.
The present invention a kind of prestress anchorage cable described above that only explains through diagrams can mend some principles of tensioning anchor seal structure,
Shown in being not intended to for the present invention to be confined to and in the specific structure and the scope of application, therefore all it may be utilized
Corresponding modification and equivalent belong to the applied the scope of the patents of the present invention.
Claims (6)
1. a kind of prestress anchorage cable can mend tensioning anchor seal structure, including billet (10), anchorage (11) and anchor cable (20), anchorage
(11) with the anchor cable hole (12) of circumferentially spaced-apart setting, it is characterized in that: the anchor cable (20) rear portion passes through anchor cable hole (12) and goes out
Reveal anchorage (11) end face certain length, forms the casing (30) being detachably connected with anchorage (11) and close anchor cable (20) exposure section
In the inner, anti-corrosion grease (31) are perfused in inner cavity in casing (30) back-end closure；It is detachably connected on the billet (10) anti-
Shield (50), the shield (50) surround anchorage (11), casing (30) in the inner.
2. a kind of prestress anchorage cable as described in claim 1 can mend tensioning anchor seal structure, it is characterized in that: the anchorage (11) is held
Ring groove (13) with anchor cable hole (12) coaxial line is set on face, and ring groove (13) are inserted into casing (30) front end, and pass through
Connected structure is formed with anchorage (11) and is detachably connected.
3. a kind of prestress anchorage cable as claimed in claim 2 can mend tensioning anchor seal structure, it is characterized in that: the connected structure packet
Include the ring-like boss on the card slot being set on ring groove (13) side wall, and setting casing (30) front end side wall, casing
(30) it is made of plastic material.
4. a kind of prestress anchorage cable as described in claim 1 can mend tensioning anchor seal structure, it is characterized in that: the shield (50)
Both lateral sides be arranged ventilation hole (52), bottom bottom position be arranged drain hole (53).
5. a kind of prestress anchorage cable as claimed in claim 4 can mend tensioning anchor seal structure, it is characterized in that: the shield (50)
It is made of stainless steel, aluminium alloy or engineering plastics.
6. a kind of prestress anchorage cable as described in claim 1 to 5 any one can mend tensioning anchor seal structure, it is characterized in that: institute
It states and is provided between billet (10), anchorage (11) coaxial dynamometer (40), coaxial dynamometer (40) and billet (10) end face
Between the first rubber washer (41) are set, the second rubber washer (42) are set between anchorage (11) bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811274081.9A CN109356158A (en) | 2018-10-30 | 2018-10-30 | A kind of prestress anchorage cable can mend tensioning anchor seal structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811274081.9A CN109356158A (en) | 2018-10-30 | 2018-10-30 | A kind of prestress anchorage cable can mend tensioning anchor seal structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109356158A true CN109356158A (en) | 2019-02-19 |
Family
ID=65347405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811274081.9A Pending CN109356158A (en) | 2018-10-30 | 2018-10-30 | A kind of prestress anchorage cable can mend tensioning anchor seal structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109356158A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409437A (en) * | 2019-08-05 | 2019-11-05 | 中国建筑第八工程局有限公司 | Prestressed anchor cable anchorage anticorrosion structure and anti-corrosion method |
| CN110761283A (en) * | 2019-12-03 | 2020-02-07 | 山东建勘集团有限公司 | Anchor rod compensation tensioning device |
| CN111424686A (en) * | 2020-04-16 | 2020-07-17 | 中铁科学研究院有限公司成都分公司 | Anchor device free of concrete anchor sealing and capable of limiting cutting length of anchor cable and using method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11350477A (en) * | 1999-06-01 | 1999-12-21 | Kurosawa Construction Co Ltd | Ground surface side fixing device for ground anchor |
| CN2895524Y (en) * | 2005-11-16 | 2007-05-02 | 中国长江三峡工程开发总公司 | Double-layer protective anchoring cord without-binding end |
| CN200993609Y (en) * | 2006-10-13 | 2007-12-19 | 中国水利水电科学研究院 | Multi-anchorage non-bonded prestressed anchorage cable system forcing monitoring device |
| CN201011052Y (en) * | 2007-01-29 | 2008-01-23 | 同济大学 | External cable changing device |
| CN201258485Y (en) * | 2008-08-19 | 2009-06-17 | 中国葛洲坝集团股份有限公司 | Novel pressure dispersion type pre-stress cable |
| CN105089049A (en) * | 2015-09-06 | 2015-11-25 | 长江勘测规划设计研究有限责任公司 | Anchor cable outer anchor head steel strand protective device and installation method thereof |
| CN106638625A (en) * | 2016-11-02 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of enabling tensioning to be conducted again after failure of prestress of anchor cable |
| 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 |
| CN209260705U (en) * | 2018-10-30 | 2019-08-16 | 中铁二院贵阳勘察设计研究院有限责任公司 | A kind of prestress anchorage cable can mend tensioning anchor seal structure |
-
2018
- 2018-10-30 CN CN201811274081.9A patent/CN109356158A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11350477A (en) * | 1999-06-01 | 1999-12-21 | Kurosawa Construction Co Ltd | Ground surface side fixing device for ground anchor |
| CN2895524Y (en) * | 2005-11-16 | 2007-05-02 | 中国长江三峡工程开发总公司 | Double-layer protective anchoring cord without-binding end |
| CN200993609Y (en) * | 2006-10-13 | 2007-12-19 | 中国水利水电科学研究院 | Multi-anchorage non-bonded prestressed anchorage cable system forcing monitoring device |
| CN201011052Y (en) * | 2007-01-29 | 2008-01-23 | 同济大学 | External cable changing device |
| CN201258485Y (en) * | 2008-08-19 | 2009-06-17 | 中国葛洲坝集团股份有限公司 | Novel pressure dispersion type pre-stress cable |
| CN105089049A (en) * | 2015-09-06 | 2015-11-25 | 长江勘测规划设计研究有限责任公司 | Anchor cable outer anchor head steel strand protective device and installation method thereof |
| CN106638625A (en) * | 2016-11-02 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of enabling tensioning to be conducted again after failure of prestress of anchor cable |
| 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 |
| CN209260705U (en) * | 2018-10-30 | 2019-08-16 | 中铁二院贵阳勘察设计研究院有限责任公司 | A kind of prestress anchorage cable can mend tensioning anchor seal structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409437A (en) * | 2019-08-05 | 2019-11-05 | 中国建筑第八工程局有限公司 | Prestressed anchor cable anchorage anticorrosion structure and anti-corrosion method |
| CN110761283A (en) * | 2019-12-03 | 2020-02-07 | 山东建勘集团有限公司 | Anchor rod compensation tensioning device |
| CN111424686A (en) * | 2020-04-16 | 2020-07-17 | 中铁科学研究院有限公司成都分公司 | Anchor device free of concrete anchor sealing and capable of limiting cutting length of anchor cable and using method |
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