CN206646407U - Prestress wire p-type anchor stopping means - Google Patents

Prestress wire p-type anchor stopping means Download PDF

Info

Publication number
CN206646407U
CN206646407U CN201720312933.3U CN201720312933U CN206646407U CN 206646407 U CN206646407 U CN 206646407U CN 201720312933 U CN201720312933 U CN 201720312933U CN 206646407 U CN206646407 U CN 206646407U
Authority
CN
China
Prior art keywords
fixing end
type
extrusion head
anchor slab
stopping means
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
CN201720312933.3U
Other languages
Chinese (zh)
Inventor
刘会超
郑键
朱银东
马超
潘晓蒙
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.)
Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Original Assignee
Second Construction Co Ltd of China Construction Seventh Engineering Division Corp 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 Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd filed Critical Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Priority to CN201720312933.3U priority Critical patent/CN206646407U/en
Application granted granted Critical
Publication of CN206646407U publication Critical patent/CN206646407U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a kind of prestress wire p-type anchor stopping means, including fixing end anchor slab, extrusion head, banking stop and caging bolt;Banking stop is connected and fixed with the fixing end anchor slab of fixing end p-type anchorage by caging bolt, and by extrusion head limitation in the space between fixing end anchor slab and banking stop.The utility model is simple in construction, reasonable in design, easy for construction and construction cost is low, good mechanical performance, using effect are good, it can efficiently solve between existing p-type extruding anchor fixing end anchor slab and extrusion head that gap is big, connection is not close, fixing end anchor slab is without the constraint various problems such as slidably.

Description

Prestress wire p-type anchor stopping means
Technical field
It the utility model is related to a kind of prestress wire p-type anchor stopping means.
Background technology
As economic construction speed is accelerated, the increasing of communications and transportation road load, existing communications and transportation road is difficult to meet Transport capacity required for growing economic pace, therefore there is large-scale construction of road and bridge, it is particularly some large spans Bridge sets up thee-direction prestressed system, i.e. longitudinal prestressing, vertical prestressing, transverse prestress.Among three kinds of prestressing force, erect To prestressing force, transverse prestress frequently with one-end tension mode, it is necessary to use p-type extruding anchor.The p-type anchor of 0VM companies production Tool is divided into fixing end p-type anchorage according to the difference of structure type and fixing end justifies p-type anchorage.P-type Extrusion anchor ground tackle is in steel strand wires Head puts extruded sleeve, is extruded by special-purpose machines and tools so that extruded sleeve bonds steel strand wires after producing plastic deformation and clamped, and steel twists A relay for line passes to component by extruded sleeve by special backing plate.Due to its inconvenient tensioning, therefore frequently as fixing end anchorage Used.At present prestressing force p-type extruding anchor construction among, typically directly by spacer dimple pipe, constraint circle and spiral bar, Fixed anchor slab and the steel strand wires with extrusion head are assembled according to certain order, and are fixed between anchor slab and extrusion head not Have and reliably connect, it is impossible to ensure that extrusion head closely presses close to fixed anchor slab, it will serious quality results are brought, such as because between Local Cracking destruction etc. is caused away from inadequate.
To sum up, the problem of p-type anchorage generally existing the following aspects used at present:1) between constraint circle and fixed anchor slab Mounting distance can not meet the requirement of parameter B (min) in technical requirements;2) install rear p-type anchor extrusion head and fixed anchor slab it Between be loose, generally have one section of distance, it is impossible to meet the purpose being close in specification.
The content of the invention
The technical problems to be solved in the utility model is to provide a kind of prestress wire p-type anchor stopping means.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is, for prestress wire p-type anchor Stopping means, including fixing end anchor slab, extrusion head, banking stop and caging bolt;Banking stop passes through caging bolt and fixing end p-type The fixing end anchor slab of anchorage is connected and fixed, and by extrusion head limitation positioned at the space between fixing end anchor slab and banking stop It is interior.
Preferably, banking stop is circular or square stalloy, the stalloy is provided with caging bolt mounting hole site.
Preferably, extrusion head produces plastic deformation by the steel strand wires for putting extruded sleeve by special-purpose machines and tools extruded sleeve After bond steel strand wires and formed.
The beneficial effects of the utility model are:
Simple in construction, reasonable in design, easy for construction and construction cost is low, good mechanical performance, using effect are good, Neng Gouyou Gap is big between the existing p-type extruding anchor fixing end anchor slab of effect ground solution and extrusion head, it is not close to connect, and fixing end anchor slab is without constraint The various problems such as slidably.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the structural representation of the utility model prestress wire p-type anchor stopping means embodiment.
Marked in figure:1- bellowss, 2- spiral bars, 3- constraint circles, 4- grout outlets, 5- steel strand wires, 6- fixing end anchor slabs, 7- Extrusion head, 8- banking stops, 9- caging bolts.
Embodiment
Fixing end p-type anchorage is by bellows 1, spiral bar 2, constraint circle 3, grout outlet 4, extrusion spring and extruding set group Into.
Extruded by special-purpose machines and tools, extruded sleeve forms extrusion head 7 in the front end of the steel strand wires 5 of fixing end p-type anchorage.
As shown in figure 1, when mounted, limited bit slice 8, caging bolt 9 are refilled on the basis of fixing end p-type anchorage.
Banking stop 8 is made of the thick stalloys of 1~2mm, and cuts into and meets size, is cut in middle correct position Pore-forming.Caging bolt 9 is diameter about 5mm, length about 8cm slender bolt.Banking stop 8 is arranged on fixing end P during installation The front end of the extrusion head 7 of type anchorage, and it is fixed on fixing end p-type anchor after passing through the mounting hole on banking stop with caging bolt 9 On fixing end anchor slab 6 so that extrusion head is between fixing end anchor slab and banking stop.
The construction method of prestress wire fixing end p-type anchor stopping means, specifically includes following steps:
(1) extrusion spring and extruded sleeve are covered respectively on the head of steel strand wires first, and extruded sleeve is mounted in the end of steel hinge line 5 Portion;
(2) steel strand wires for putting extruded sleeve are extruded with special-purpose machines and tools, extruded sleeve is bonded steel strand after producing plastic deformation Line and form extrusion head.When being pressed through extrusion die, MTP value is between 25~35MPa, it is desirable to bottom and steel strand wires Nesting should be closely entirely embedded between extruded sleeve and steel strand wires without pit, extrusion spring, and length and external diameter should after extruding Meet producer's set-point, outside is answered smooth flawless.
(3) it is fixing end p-type anchorage is assembled successively according to Fig. 1 examples;
(4) spacer dimple pipe 1, constraint circle 3 and spiral bar 2 are installed, the steel strand wires 5 for having extruded extrusion head penetrated successively solid Mounting hole site on fixed end anchor slab 6, and by steel strand wires are single or whole beam passes through bellows, installation are had good positioning fixing end anchor slab;
(5) stopping means is installed, banking stop 9 is arranged on p-type anchor end successively, and is fixed with caging bolt 8, really The mounting distance protected between constraint circle 3 and fixing end anchor slab 6, which must is fulfilled for installation specification and extrusion head, should be close to fix Hold anchor slab;
(6) finally grout outlet 4 is installed in position and carries out channel seal, in case spillage enters during casting concrete Enter bellows 1.
Compared with prior art, the present embodiment has advantages below:
1. simple in construction, reasonable in design and construction cost is relatively low.
2. it is good from heavy and light, stress performance, it is not tight to can effectively solve the problem that current p-type extruding anchor fixation anchor slab connects with extrusion head It is close, apertured problem.
3. easy for construction and using effect is good, the acquisition easy to process of the sheet metal required for the present apparatus.
4. pair original device not damaged, it is only necessary to which newly-increased feeder apparatus is reliably connected slender bolt.
5. it is applied widely, transverse prestress, the p-type extruding anchor of vertical prestressing of one-end tension can be effectively applicable to In work progress.
The present embodiment is fixed p-type anchor end to prestress wire using stopping means and limited, it is easy to so that about Mounting distance meets installation specification between beam circle and fixing end anchor slab, and allows extrusion head closely to press close to fixed anchor Plate so that work efficiency is improved significantly, and construction cost is controlled very well.
Above-described the utility model embodiment, does not form the restriction to scope of protection of the utility model.It is any Made within spirit of the present utility model and principle modifications, equivalent substitutions and improvements etc., should be included in the utility model Claims within.

Claims (3)

1. prestress wire p-type anchor stopping means, including fixing end anchor slab and extrusion head, it is characterised in that:Also include spacing Piece and caging bolt;The banking stop is connected and fixed with the fixing end anchor slab of fixing end p-type anchorage by caging bolt, and will Extrusion head limitation is in the space between fixing end anchor slab and banking stop.
2. prestress wire p-type anchor stopping means according to claim 1, it is characterised in that:The banking stop is circle Shape or square stalloy, the stalloy are provided with caging bolt mounting hole site.
3. prestress wire p-type anchor stopping means according to claim 1, it is characterised in that:The extrusion head is by covering The steel strand wires of upper extruded sleeve bond steel strand wires after producing plastic deformation by special-purpose machines and tools extruded sleeve and formed.
CN201720312933.3U 2017-03-28 2017-03-28 Prestress wire p-type anchor stopping means Expired - Fee Related CN206646407U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720312933.3U CN206646407U (en) 2017-03-28 2017-03-28 Prestress wire p-type anchor stopping means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720312933.3U CN206646407U (en) 2017-03-28 2017-03-28 Prestress wire p-type anchor stopping means

Publications (1)

Publication Number Publication Date
CN206646407U true CN206646407U (en) 2017-11-17

Family

ID=60279215

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720312933.3U Expired - Fee Related CN206646407U (en) 2017-03-28 2017-03-28 Prestress wire p-type anchor stopping means

Country Status (1)

Country Link
CN (1) CN206646407U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107034784A (en) * 2017-03-28 2017-08-11 中建七局第二建筑有限公司 Prestress wire p-type anchor stopping means
CN111472282A (en) * 2020-04-23 2020-07-31 乔磊 Prestressed anchorage utensil is used in road bridge construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107034784A (en) * 2017-03-28 2017-08-11 中建七局第二建筑有限公司 Prestress wire p-type anchor stopping means
CN111472282A (en) * 2020-04-23 2020-07-31 乔磊 Prestressed anchorage utensil is used in road bridge construction

Similar Documents

Publication Publication Date Title
CN105484151B (en) The construction and its construction method connected between a kind of enhancing precast concrete segment
CN206646407U (en) Prestress wire p-type anchor stopping means
CN104405041A (en) Assembly type prefabricated floor slab connecting piece for steel structure building and mounting method thereof
KR20110111907A (en) Saddle assembly
CN109435019B (en) Prefabricated superimposed sheet is pour and is pour with mould frame and prefabricated superimposed sheet and use mould
CN219034078U (en) Protective structure for slow-bonding prestressed reinforcement sheath rib groove
CN117124438A (en) Prefabricated component mould
CN205637578U (en) Roof beam increase cross -section combination steel form
CN107034784A (en) Prestress wire p-type anchor stopping means
CN102303351A (en) Method for manufacturing once pouring-molded T-shaped beam
KR20090026867A (en) Rock bolt
CN212405790U (en) Stair are assembled to prestressing force
CN211030585U (en) A pre-buried frock for built-in fitting
CN102720305B (en) Anti-floating retention structure
CN202117319U (en) End formwork
CN201597115U (en) Pipe pile prestressed tension device
CN213390638U (en) Bearing device of assembled composite insulation board
CN204326495U (en) A kind of structure of tool-type anchored end of Overhanging Outside Scaffold section steel beam
CN211421845U (en) Clamping device for waterproof reverse ridge pouring template in toilet
CN210939809U (en) Precast concrete component keyway forming device
CN202745276U (en) Anti-floating retention structure
CN220521965U (en) Plugging device for I-steel hole
CN212426681U (en) Fixing device for embedded sleeve of assembled bridge deck system
CN219754534U (en) Pre-buried channel
CN219509174U (en) Adjustable bare concrete independent column subsection casting protective layer control clamp

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171117

Termination date: 20200328

CF01 Termination of patent right due to non-payment of annual fee