CN104674805B - A kind of callable prestress anchorage cable - Google Patents

A kind of callable prestress anchorage cable Download PDF

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Publication number
CN104674805B
CN104674805B CN201510037592.9A CN201510037592A CN104674805B CN 104674805 B CN104674805 B CN 104674805B CN 201510037592 A CN201510037592 A CN 201510037592A CN 104674805 B CN104674805 B CN 104674805B
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CN
China
Prior art keywords
steel strand
strand wires
base plate
gear
gear train
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
CN201510037592.9A
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Chinese (zh)
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CN104674805A (en
Inventor
张清林
公茂文
油新华
秦会来
马庆松
许国光
耿冬青
马程昊
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China State Construction Engineering Corp Ltd CSCEC
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China State Construction Engineering Corp Ltd CSCEC
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Publication date
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Priority to CN201510037592.9A priority Critical patent/CN104674805B/en
Publication of CN104674805A publication Critical patent/CN104674805A/en
Application granted granted Critical
Publication of CN104674805B publication Critical patent/CN104674805B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

Abstract

The present invention relates to a kind of callable prestress anchorage cable, including steel strand wires, described steel strand wires are connected at least one Inner bolt head, the bottom of described Inner bolt head is provided with base plate, described base plate is provided with the preformed hole for cross-under steel strand wires, described base plate be provided above seal closure, described seal closure is internally provided with, lower two gear shafts, described gear shaft is connected to a left side, right two to gear train, described gear train all includes two gears, the outer ring lateral margin of described gear is provided with circular groove, the quantity of described steel strand wires is two, two steel strand wires and are connected with two gears of this gear train through two the gap of gear train, during Shi Hanzhang, applying contrary torsion by the steel strand wires two gears on same gear shaft makes gear keep locking, now gear train is locked, steel strand wires can keep enough prestressing force, after construction completes, can easily by steel strand wires disassembly & recycling and reuse。

Description

A kind of callable prestress anchorage cable
Technical field
The present invention relates to a kind of pre-stress stretching device, particularly a kind of callable prestress anchorage cable。
Background technology
At present, along with Process of Urbanization Construction accelerates, the building height in city is increasing, foundation ditch is also more and more deeper, have up to more than 30 meters, and the improvement of current underground concealed engineering, geotechnical slope is also increasingly paid attention to so that the application of prestressed anchorage technology gets more and more, and the demand of prestress anchorage cable is also increasing。
But, although prestress anchorage cable has the advantages such as bearing capacity is high, reliability is big, yet with existing prestress anchorage cable after entering underground be forever retain, expendable, when practice of construction, steel waste is comparatively serious。It addition, the property line that existing prestress anchorage cable invades adjacent architectural also occurs often, this just have impact on the construction of adjacent architectural。Visible, due to disadvantages mentioned above so that prestress anchorage cable still can not become the support system of a kind of sustainable development, and existing prestress anchorage cable there is also the weak points such as recovery power is relatively big, manual operation is little。
Summary of the invention
The goal of the invention of the present invention is in that: for prior art Problems existing, it is provided that a kind of can reclaim steel strand wires the callable prestress anchorage cable reused after having constructed。
To achieve these goals, the technical solution used in the present invention is:
A kind of callable prestress anchorage cable, including steel strand wires, described steel strand wires are connected at least one Inner bolt head, the bottom of described Inner bolt head is provided with base plate, described base plate is provided with the preformed hole for cross-under steel strand wires, described base plate be provided above seal closure, described seal closure is internally provided with, lower two gear shafts, described gear shaft is connected to a left side, each pair gear train right, described gear train all includes two gears, the outer ring lateral margin of described gear is provided with circular groove, the circular groove of two gears of each gear train forms the gap for holding steel strand wires in opposite sides, the quantity of described steel strand wires is two, two steel strand wires and are connected with two gears of this gear train through two the gap of gear train。
Preferably, the steel strand wires being arranged in Inner bolt head are provided with screw thread, and described steel strand wires pass through screw thread and gear coupling。
Preferably, it is positioned at outside the steel strand wires outside Inner bolt head and is provided with plastic protective sleeve。
Preferably, it is provided with oils and fats between described steel strand wires and plastic protective sleeve。Adopt such structure, the structure of non-bending steel cable is integrally formed, in order to isolate steel strand wires and anchoring body, after prestress anchorage cable uses, lay down the outermost anchor system of prestress anchorage cable, utilizing the often group steel strand wires that dismounting equipment pull successively is symmetrical, can extract out and often organize steel strand wires, the response rate is up to 100%。
Preferably, it is provided with glue tack coat between end and the base plate of described plastic protective sleeve。Adopt such structure, it is ensured that during slip casting, serosity does not enter seal closure。
Preferably, described base plate is provided with slip casting pore, described slip casting pore is provided with Grouting Pipe, adopts such structure, after being provided with whole anchor cable in boring, it is possible to carry out slip casting by Grouting Pipe conveniently and efficiently。
Preferably, the rectangular frame-shaped of described seal closure, the opening end of described seal closure is arranged towards base plate, and the two side ends of described seal closure is provided with the connection wing plate of outwards extension, is bolted between described connection wing plate and base plate。
Preferably, watertight rubber pad it is provided with between described seal closure and base plate。
In sum, owing to have employed technique scheme, the invention has the beneficial effects as follows: when needs Shi Hanzhang, applying contrary torsion by the steel strand wires two gears on same gear shaft makes gear keep locking, now gear train is locked, steel strand wires can keep enough prestressing force, after construction completes, it is possible to easily by steel strand wires disassembly & recycling and reuse。
Accompanying drawing explanation
Fig. 1 is the structural representation of middle gear group of the present invention;
Fig. 2 is the side view of middle gear group of the present invention;
Fig. 3 is the structural representation that middle gear group of the present invention is sheathed in seal closure;
Fig. 4 is the side view of Fig. 3;
Fig. 5 is the structural representation of seal closure and base plate in the present invention;
Fig. 6 is the side view of Fig. 5;
Fig. 7 is the top view of the base plate of the present invention;
Fig. 8 is the perspective view of the present invention。
Labelling in figure: steel strand wires 1;Base plate 2;Preformed hole 3;Seal closure 4;Gear shaft 5;Gear train 6;Gear 7;Circular groove 8;Grouting Pipe 9;Connect wing plate 10。
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail。
In order to make the purpose of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated。Should be appreciated that specific embodiment described herein is only in order to explain the present invention, is not intended to limit the present invention。
As shown in Figures 1 to 8, the callable prestress anchorage cable of the present embodiment, including steel strand wires 1, steel strand wires 1 are connected at least one Inner bolt head, the bottom of Inner bolt head is provided with base plate 2, base plate 2 is provided with the preformed hole 3 for cross-under steel strand wires 1, in the present embodiment, gear train 6 is welded on base plate 2, the axis of gear train 6 overlaps with the line of centres for the preformed hole 3 of cross-under steel strand wires 1 of two symmetries on base plate 2, base plate 2 be provided above seal closure 4, seal closure 4 is internally provided with, lower two gear shafts 5, gear shaft 5 is connected to a left side, each pair gear train 6 right, the structure of gear train 6 is as depicted in figs. 1 and 2, gear train 6 all includes two gears 7, the outer ring lateral margin of gear 7 is provided with circular groove 8, the circular groove 8 of two gears 7 of each gear train 6 forms the gap for holding steel strand wires 1 in opposite sides, in the present embodiment, the steel strand wires 1 being arranged in Inner bolt head are provided with screw thread, steel strand wires 1 are coupled with gear 7 by screw thread, the quantity of steel strand wires 1 is two, two steel strand wires 1 and are connected with two gears 7 of this gear train 6 through two the gap of gear train 6, concrete, one section, the end of steel strand wires 1 is constructed to the screw thread being coupled with gear train 6, make two steel strand wires 1 are each passed through the preformed hole 3 in the circular bottom plate 2 of welded gear group 6, and make two steel strand wires 1 one end with screw thread enter the circular groove 8 in the middle of gear train 6 successively, and keep the length that two steel strand wires 1 enter circular groove 8 equal, the box of the sealing more than made is called " Inner bolt head ", its structure is as shown in Figure 8。
In the present embodiment, it is positioned at the outside of the steel strand wires 1 outside Inner bolt head and is provided with plastic protective sleeve, it is provided with oils and fats between steel strand wires 1 and plastic protective sleeve, the structure of non-bending steel cable 1 is integrally formed, in order to isolate steel strand wires 1 and anchoring body, after prestress anchorage cable uses, lay down the outermost anchor system of prestress anchorage cable, utilize the often group steel strand wires 1 that dismounting equipment pull successively is symmetrical, often group steel strand wires 1 can be extracted out, the response rate is up to 100%, in the present embodiment, it is provided with glue tack coat between end and the base plate 2 of plastic protective sleeve, when guaranteeing slip casting, serosity does not enter seal closure 4, in the present embodiment, base plate 2 is provided with Grouting Pipe 9 hole, Grouting Pipe 9 is provided with Grouting Pipe 9 on hole, adopt such structure, after being provided with whole anchor cable in boring, slip casting can be carried out conveniently and efficiently by Grouting Pipe 9。
In the present embodiment, as shown in Fig. 3 to Fig. 7, the rectangular frame-shaped of seal closure 4, the opening end of seal closure 4 is arranged towards base plate 2, the two side ends of seal closure 4 is provided with the connection wing plate 10 of outwards extension, connect and be bolted between wing plate 10 and base plate 2, watertight rubber pad it is provided with between seal closure 4 and base plate 2, when needs Shi Hanzhang, applying contrary torsion by the firm twisted wire two gears 7 on same gear shaft 5 makes gear 7 keep locking, now gear train 6 is locked, steel strand wires 1 can keep enough prestressing force, after construction completes, can easily by steel strand wires 1 disassembly & recycling and reuse。
In order to have higher bearing capacity, the present embodiment arranges several Inner bolt head at prestress anchorage cable diverse location, at the pulling force that the outermost end of prestress anchorage cable applies, the pressure being applied on anchoring body it is converted into by gear train 6, by several Inner bolt head, the near uniform distribution of the frictional force between anchoring body and hole wall can be made, it is to avoid the phenomenon of stress raisers occurs, causes cement anchor body compression damage。By the steel strand wires that outermost end some groups is symmetrical Shi Hanzhang simultaneously, the bearing capacity higher than common prestress anchorage cable can be reached。
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all any amendment, equivalent replacement and improvement etc. made within the spirit and principles in the present invention, should be included within protection scope of the present invention。

Claims (6)

1. a callable prestress anchorage cable, including steel strand wires, it is characterized in that: described steel strand wires are connected at least one Inner bolt head, the bottom of described Inner bolt head is provided with base plate, described base plate is provided with the preformed hole for cross-under steel strand wires, described base plate be provided above seal closure, described seal closure is internally provided with, lower two gear shafts, described gear shaft is connected to a left side, each pair gear train right, described gear train all includes two gears, the outer ring lateral margin of described gear is provided with circular groove, the circular groove of two gears of each gear train forms the gap for holding steel strand wires in opposite sides, the quantity of described steel strand wires is two, two steel strand wires and are connected with two gears of this gear train through two the gap of gear train;The steel strand wires being arranged in Inner bolt head are provided with screw thread, and described steel strand wires pass through screw thread and gear coupling;It is positioned at outside the steel strand wires outside Inner bolt head and is provided with plastic protective sleeve。
2. callable prestress anchorage cable according to claim 1, it is characterised in that: it is provided with oils and fats between described steel strand wires and plastic protective sleeve。
3. callable prestress anchorage cable according to claim 2, it is characterised in that: it is provided with glue tack coat between end and the base plate of described plastic protective sleeve。
4. callable prestress anchorage cable according to claim 3, it is characterised in that: described base plate is provided with slip casting pore, described slip casting pore is provided with Grouting Pipe。
5. according to described callable prestress anchorage cable arbitrary in Claims 1-4, it is characterized in that: the rectangular frame-shaped of described seal closure, the opening end of described seal closure is arranged towards base plate, the two side ends of described seal closure is provided with the connection wing plate of outwards extension, is bolted between described connection wing plate and base plate。
6. callable prestress anchorage cable according to claim 5, it is characterised in that: it is provided with watertight rubber pad between described seal closure and base plate。
CN201510037592.9A 2015-01-26 2015-01-26 A kind of callable prestress anchorage cable Expired - Fee Related CN104674805B (en)

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CN201510037592.9A CN104674805B (en) 2015-01-26 2015-01-26 A kind of callable prestress anchorage cable

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CN104674805B true CN104674805B (en) 2016-06-22

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113062314B (en) * 2021-03-31 2022-06-03 安徽建筑大学 Expandable recoverable anchor cable for civil engineering

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100237346B1 (en) * 1994-03-04 2000-01-15 이창훈 Earth anchor and construction method in situ.
CN202989918U (en) * 2012-12-20 2013-06-12 浙江省天和建材集团有限公司 Intelligent bearing head capable of recovering pre-stressed anchor cables
CN203383214U (en) * 2013-07-04 2014-01-08 张兆来 Recovery anchor rope
CN203947472U (en) * 2014-06-19 2014-11-19 广东水电二局股份有限公司 A kind of recyclable pattern foundation pit supporting structure anchor cable structure
CN204475322U (en) * 2015-01-26 2015-07-15 中国建筑股份有限公司 A kind of callable prestress anchorage cable

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100237346B1 (en) * 1994-03-04 2000-01-15 이창훈 Earth anchor and construction method in situ.
CN202989918U (en) * 2012-12-20 2013-06-12 浙江省天和建材集团有限公司 Intelligent bearing head capable of recovering pre-stressed anchor cables
CN203383214U (en) * 2013-07-04 2014-01-08 张兆来 Recovery anchor rope
CN203947472U (en) * 2014-06-19 2014-11-19 广东水电二局股份有限公司 A kind of recyclable pattern foundation pit supporting structure anchor cable structure
CN204475322U (en) * 2015-01-26 2015-07-15 中国建筑股份有限公司 A kind of callable prestress anchorage cable

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Granted publication date: 20160622

Termination date: 20200126