CN202047600U - Lengthened sleeve for tool anchor - Google Patents

Lengthened sleeve for tool anchor Download PDF

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Publication number
CN202047600U
CN202047600U CN2011200286706U CN201120028670U CN202047600U CN 202047600 U CN202047600 U CN 202047600U CN 2011200286706 U CN2011200286706 U CN 2011200286706U CN 201120028670 U CN201120028670 U CN 201120028670U CN 202047600 U CN202047600 U CN 202047600U
Authority
CN
China
Prior art keywords
jack
anchor
tool anchor
cylindrical shell
steel strand
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
CN2011200286706U
Other languages
Chinese (zh)
Inventor
余海平
徐先俊
刘国良
高会洋
陈宜强
朱徐平
黄佰承
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.)
Anhui Jinxing Prestressing Engineering Technology Co Ltd
Original Assignee
Anhui Jinxing Prestressing Engineering Technology Co Ltd
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 Anhui Jinxing Prestressing Engineering Technology Co Ltd filed Critical Anhui Jinxing Prestressing Engineering Technology Co Ltd
Priority to CN2011200286706U priority Critical patent/CN202047600U/en
Application granted granted Critical
Publication of CN202047600U publication Critical patent/CN202047600U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a lengthened sleeve for a tool anchor, which comprises a cylinder; an annular step is arranged on the outer wall at one end (extending into an inner cavity of a jack) of the cylinder, and a threaded hole is formed on the annular step; and the other end of the cylinder extends outside of the jack and is matched with a limit plate. After one-time tensioning is finished, the clamping piece of the tool anchor is only required to be taken down, and a tool anchor plate is not required to be newly disassembled and installed before the next tensioning, so that the construction efficiency is improved, and the thread damage in the installation of an ordinary inner clamping type jack and a built-in jack of the tool anchor is avoided.

Description

Moveable anchor overlaps with lengthening
Technical field
The utility model relates to the prestressing force technical field of jacks, specifically belongs to moveable anchor and overlaps with lengthening.
Background technology
Prestressing technique is the key technology during high ferro is built, promptly the underrelaxation high strength steel strand (intensity reaches 2000MPa) of some is through in the preformed hole of concrete component inside, on the steel wire bundle at concrete component two ends, install strand tapered anchorage then, by tensioner stretch-draw steel strand such as hydraulic jack, apply prestressing force for the high ferro concrete component, improve the bearing strength of member, make member have good cracking resistance and earthquake resistance and prevention performance simultaneously.
In the concrete beam body reserving hole channel, put on steel strand (the every end length in reserve of steel strand is 0.8m), successively installation work anchor slab, work clip sheet, limiting plate, jack main body, instrument anchor slab and instrument intermediate plate.
After striking the clamping tool intermediate plate, start oil pump to the jack fuel feeding, piston moves, and by moveable anchor (instrument anchor slab and instrument intermediate plate) extended steel twisted wire, exerts pressure for the beam body.
After pulling force reaches design load, unloading, the steel strand retraction drives the work clip sheet follow-up, utilizes intermediate plate from anchor steel strand to be anchored in the work anchor slab.There is following problem in the vertically-displacable jack:
1, the every end length in reserve of steel strand is 0.8m, treats that intermediate plate is total to the 1.6m steel strand with two ends and cuts away waste material behind anchor.
2, the vertically-displacable jack in use will be pulled down moveable anchor after finishing one group of steel strand tension, moveable anchor will be reinstalled before next group stretch-draw, because the volume mass of moveable anchor is bigger, causes moveable anchor installation and dismounting difficulty big.
3, when the stripped thread situation appears in intermediate plate, moveable anchor is locked in the rear end of jack, deals with difficulty.Inner blocking type jack problems analysis:
1, the piston elongation end of jack is measured difficulty of steel strand stretch value by beam body one end in the use of inner blocking type jack in the market in the construction.
2, because the inner blocking type jack has increased part, assembling trouble, and maintenance difficult.
When 3, the stripped thread situation appears in work clip sheet, may locked jack main body, difficult treatment.
4, require the hole arragement direction of instrument anchor slab and work anchor slab unified in the construction, the inner blocking type jack is difficult to control.
The utility model content
The purpose of this utility model provides moveable anchor and overlaps with lengthening, the lengthening cover is connected the rear and front end of jack by hex bolts, after finishing single tension, only need the instrument intermediate plate is taken off, before stretch-draw next time, need not dismantle again, the erecting tools anchor slab, improve efficiency of construction, avoided screw thread damage in common inner blocking type jack, the built-in jack installation process of moveable anchor.
The technical solution adopted in the utility model is as follows:
Moveable anchor includes cylindrical shell with the lengthening cover, and cylindrical shell one end outer wall is provided with ring-shaped step, and extend in the jack inner chamber, and ring-shaped step is provided with screwed hole; The other end of cylindrical shell stretches out the jack outside, and matches with limiting plate.
The end that described cylindrical shell end extend into jack inner chamber and connecting cylinder, work anchor slab is roof pressure mutually.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1, the application of this jack has reduced the distance between work ground tackle and the instrument ground tackle, makes the length in reserve of the every end of steel strand reduce to 0.35m by 0.8m, and stretch-draw finishes the every bundle steel strand in back can save 0.9m.
2, nut and lengthening cover are connected the rear and front end of jack by hex bolts, after finishing single tension, only need the instrument intermediate plate is taken off, and need not dismantle again before stretch-draw next time, the erecting tools anchor slab, have improved efficiency of construction.Avoided screw thread damage in common inner blocking type jack, the built-in jack installation process of moveable anchor.
3, between connecting cylinder and the nut by being threaded, can be in the construction according to the position, hole of the position adjustments moveable anchor of work anchor plate hole, steel strand comes convenient and swift.
4, fall an oblique angle at instrument anchor slab straight hole end, it is convenient that steel strand penetrate the instrument anchor slab.
5, intermediate plate stripped thread problem occurs, can the jack main body be unloaded with nut, connecting cylinder from the dismounting of jack main body down again, jack is by locked situation when having avoided the vertically-displacable jack intermediate plate stripped thread situation to occur.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
The specific embodiment
Referring to accompanying drawing, moveable anchor includes cylindrical shell 1 with the lengthening cover, and cylindrical shell 1 one end outer walls are provided with ring-shaped step 2, and extend in the jack inner chamber, and ring-shaped step is provided with screwed hole 3; The other end of cylindrical shell 1 stretches out the jack outside, and matches with limiting plate, and the end that the cylindrical shell end extend into jack inner chamber and connecting cylinder, the anchor slab of working is roof pressure mutually.
Concrete work progress of the present utility model is:
1, moveable anchor, nut are connected on the internal and external screw thread of connecting cylinder, and in the punching tube with its jack of packing into together, with soket head cap screw with this overall fixed on the main body of jack.
2, the cover that will extend is fixed on the front end of jack.
3, after installation work ground tackle, limiting plate, mobile jack main body is through steel strand in the moveable anchor of jack inside.
4, strike the clamping tool intermediate plate, start oil pump to the jack fuel feeding, piston moves, and by moveable anchor (instrument anchor slab and instrument intermediate plate) extended steel twisted wire, exerts pressure for the beam body.

Claims (2)

1. moveable anchor includes cylindrical shell with the lengthening cover, and it is characterized in that: cylindrical shell one end outer wall is provided with ring-shaped step, and extend in the jack inner chamber, and ring-shaped step is provided with screwed hole; The other end of cylindrical shell stretches out the jack outside, and matches with limiting plate.
2. moveable anchor according to claim 1 is characterized in that with the lengthening cover: the end that described cylindrical shell end extend into jack inner chamber and connecting cylinder, the anchor slab of working is roof pressure mutually.
CN2011200286706U 2011-01-28 2011-01-28 Lengthened sleeve for tool anchor Expired - Fee Related CN202047600U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200286706U CN202047600U (en) 2011-01-28 2011-01-28 Lengthened sleeve for tool anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200286706U CN202047600U (en) 2011-01-28 2011-01-28 Lengthened sleeve for tool anchor

Publications (1)

Publication Number Publication Date
CN202047600U true CN202047600U (en) 2011-11-23

Family

ID=44987913

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200286706U Expired - Fee Related CN202047600U (en) 2011-01-28 2011-01-28 Lengthened sleeve for tool anchor

Country Status (1)

Country Link
CN (1) CN202047600U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625728A (en) * 2014-11-05 2016-06-01 天津银龙预应力材料股份有限公司 Rapid mounting tool for anchor plate
CN105986548A (en) * 2015-02-10 2016-10-05 杭州富锚机械有限公司 Tensioning device and method of low-retraction anchor
CN110512519A (en) * 2019-07-16 2019-11-29 武汉希萌科技有限公司 A kind of tool anchor device for facilitating steel strand wires to penetrate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105625728A (en) * 2014-11-05 2016-06-01 天津银龙预应力材料股份有限公司 Rapid mounting tool for anchor plate
CN105986548A (en) * 2015-02-10 2016-10-05 杭州富锚机械有限公司 Tensioning device and method of low-retraction anchor
CN105986548B (en) * 2015-02-10 2018-02-13 杭州富锚机械有限公司 A kind of low retraction anchorage tensioning equipment and method for stretching
CN110512519A (en) * 2019-07-16 2019-11-29 武汉希萌科技有限公司 A kind of tool anchor device for facilitating steel strand wires to penetrate

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111123

Termination date: 20160128

EXPY Termination of patent right or utility model