CN206529696U - A kind of parallel wire stay anchor head - Google Patents

A kind of parallel wire stay anchor head Download PDF

Info

Publication number
CN206529696U
CN206529696U CN201720174246.XU CN201720174246U CN206529696U CN 206529696 U CN206529696 U CN 206529696U CN 201720174246 U CN201720174246 U CN 201720174246U CN 206529696 U CN206529696 U CN 206529696U
Authority
CN
China
Prior art keywords
cup
anchor head
chill casting
bridge
utility
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
CN201720174246.XU
Other languages
Chinese (zh)
Inventor
管曼羽
魏建东
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.)
Zhengzhou University
Original Assignee
Zhengzhou University
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 Zhengzhou University filed Critical Zhengzhou University
Priority to CN201720174246.XU priority Critical patent/CN206529696U/en
Application granted granted Critical
Publication of CN206529696U publication Critical patent/CN206529696U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of parallel wire stay anchor head, belong to the fields such as bridge, building structure.The anchor head being related in the utility model is made up of the steel wire of stay cable end and the anchorage of fixed steel wire, and anchorage includes cup, anchor slab, connecting cylinder, caulking gum, closure, baffle plate, chill casting filler, anticorrosive packing.Cup is assembled by two parts, and the cross section of each section, which has for both sides on the semicircle of projection, projection, reserved bolt hole, and bolt is inserted when assembled and is fixed, reserving gaps between contact surface.After perfusion chill casting filler, prestressing force is applied to bolt, makes chill casting filler by lateral pressure, so as to improve anchoring property.The utility model implements simple to operate, and anchoring property is reliable, and low cost has a wide range of application, and is particularly suitable for using in cable-stayed bridge, arched bridge pre-stressed boom and suspension bridge, improves the security of structure.

Description

A kind of parallel wire stay anchor head
Technical field
The utility model is related to a kind of parallel wire stay anchor head, belongs to the technical fields such as bridge, building structure.
Background technology
By taking cable-stayed bridge as an example, drag-line is the important component of cable-stayed bridge.And because drag-line and bridge tower and girder are constituted The change and the change of environment temperature of vehicular load, can significantly affect the stretching force of drag-line on high order redundant structure, bridge Size.Each drag-line includes cable body and the anchor head at two ends, and cable body bears pulling force, by the anchor head at two ends, pulling force is delivered to Bridge tower and girder.The connection of steel wire must reliably and endurance in anchor head, and this requires the steel wire in anchor cup to obtain reliably Anchoring.
At present, considered based on cost and environmental protection, chill casting filler is used the filler of anchoring steel wire more in anchor cup.It is cold in cup Cast filler general by epoxy resin, iron sand or steel ball, and additive composition.First time stress after perfusion chill casting filler When, certain sliding will occur for steel wire, and the adhesive property between steel wire and chill casting filler can be by a certain degree of destruction.It is on active service Under period, long-term temperature change and the Fatigue Load of vehicle, the performance of chill casting filler can change, filler and steel wire Between adhesive property can degenerate, reduce anchoring security.
The content of the invention
The purpose of this utility model is to solve above-mentioned the deficiencies in the prior art, and there is provided one kind is parallel with problem Wire digging line anchor head.
A kind of parallel wire stay anchor head that the utility model is provided, is made up of, anchorage the steel wire and anchorage of stay cable end Including cup, anchor slab, connecting cylinder, caulking gum, closure, baffle plate, chill casting filler, anticorrosive packing, it is characterised in that:Cup by Two parts are assembled, and the cross section of each section, which has for both sides on the semicircle of projection, projection, reserved bolt hole;It is assembled When insertion bolt fix, reserving gaps between contact surface, the fill plug seal material in gap, treat chill casting filling intensity reach design will After asking, the encapsulant in cleaning gap strongly tightens bolt, gap closure.Have inside chill casting filler by applying to bolt Lateral compression obtained from prestressing force.The internal stress that chill casting filler is obtained can be greatly enhanced the anchoring property to steel wire.
Further, connecting cylinder is used with cup and is threadedly coupled.
Further, two parts of cup are contacted using corresponding teeth groove.This connected mode is easy to two of cup / positioning and connection.
Compared with prior art, the utility model has the advantages that:The cup of non-integral type is easy to casting, makes It is convenient, reduce cost;The anchoring security of drag-line is considerably improved, so as to improve the security and durability of structure.
Brief description of the drawings
The structure chart of Fig. 1 parallel wire stay anchor heads.
The cross-sectional view of parallel wire stay anchor head in Fig. 2 embodiments one.
The cross-sectional view of parallel wire stay anchor head in Fig. 3 embodiments two.
Identified in figure:1- cups, 2- anchor slabs, 3- steel wires, 4- connecting cylinders, 5- caulking gums, 6- closures, 7- baffle plates, 8- Chill casting filler, 9- anticorrosive packings, 10- bolts, 11- glasss of pieces.
Embodiment
The technical solution of the utility model is retouched the following is specific embodiment of the utility model, and with reference to accompanying drawing State, but the utility model is not limited to these embodiments.
Embodiment one
The corresponding schematic diagram of the present embodiment is shown in Fig. 1 and Fig. 2.The anchor head being related in the present embodiment is by steel wire 3 and fixed steel wire 3 Anchorage composition, anchorage include cup 1, anchor slab 2, connecting cylinder 4, caulking gum 5, closure 6, baffle plate 7, chill casting filler 8, anti-corrosion Filler 9.The cup 1 that the present embodiment is provided is made up of corresponding two cup pieces 11, and there is projection the cross section of cup piece 11 for both sides There is reserved bolt hole on semicircle, projection.Make during described anchor head, after cup 1 is in place, insert bolt 10, and make Reserved 3 millimeters gap between two cup pieces 11, using encapsulant pay the seam, now cup 1 is that both sides have the hollow of projection Cylinder.Chill casting filler 8 is irrigated, after its intensity reaches design requirement, the encapsulant in gap, strength screwing bolts is rejected 10, close reserved gap.The outside of anchor slab 2 is provided with baffle plate 7, and the end of each stock steel wire 3 is fixed on the outer surface of anchor slab 2, Chill casting filler 8 is that anticorrosive packing 9 is filled between epoxy compound, and the through hole hole wall of connecting cylinder 4.One end of connecting cylinder 4 leads to The bottom for being threadedly connected to cup 1 is crossed, caulking gum 5 is installed in the other end of connecting cylinder 4, and is compressed by closure 6.
Embodiment two
The corresponding schematic diagram of the embodiment is shown in Fig. 1 and Fig. 3.The difference of the embodiment and embodiment one is:Relatively Two cups 11 contacted using corresponding teeth groove, two-part contact surface is not smooth, is made up of shaggy block.

Claims (3)

1. a kind of parallel wire stay anchor head, is made up of the steel wire and anchorage of stay cable end, anchorage includes cup, anchor slab, connection Cylinder, caulking gum, closure, baffle plate, chill casting filler, anticorrosive packing, it is characterised in that:Cup is assembled by two parts, often The cross section of a part, which has for both sides on the semicircle of projection, projection, reserved bolt hole;Bolt, cup are inserted with bolt hole Inside there is chill casting filler.
2. a kind of parallel wire stay anchor head according to claim 1, it is characterised in that:Connecting cylinder uses screw thread with cup Connection.
3. a kind of parallel wire stay anchor head according to claim 1, it is characterised in that:Two parts of cup are using relative The teeth groove contact answered.
CN201720174246.XU 2017-02-27 2017-02-27 A kind of parallel wire stay anchor head Expired - Fee Related CN206529696U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720174246.XU CN206529696U (en) 2017-02-27 2017-02-27 A kind of parallel wire stay anchor head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720174246.XU CN206529696U (en) 2017-02-27 2017-02-27 A kind of parallel wire stay anchor head

Publications (1)

Publication Number Publication Date
CN206529696U true CN206529696U (en) 2017-09-29

Family

ID=59916245

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720174246.XU Expired - Fee Related CN206529696U (en) 2017-02-27 2017-02-27 A kind of parallel wire stay anchor head

Country Status (1)

Country Link
CN (1) CN206529696U (en)

Similar Documents

Publication Publication Date Title
CN104372738B (en) Rope constructional method is changed in a kind of single replaceable anchor heavy stone used as an anchor prestress anchoraging device and installation thereof
CN207537886U (en) It is a kind of can the compound sealing type suspension cable substituted of single steel strand
CN108643454B (en) In-vivo single-beam sealed prestress group anchor system and construction method thereof
CN203160127U (en) Clamping piece type composite anchoring steel strand finished cable
CN101487231B (en) Anchorage sealing structure
CN103074851A (en) Composite strand tapered anchoring steel strand finished product cable and manufacture method thereof
CN112647706A (en) Construction method for long-span concrete beam slow-bonding prestress
CN202031027U (en) Whole replaceable anchorage system
CN201362910Y (en) Novel sealing structure for anchor device
CN206529696U (en) A kind of parallel wire stay anchor head
CN206529697U (en) A kind of steel for wire drawing
CN201296899Y (en) Anti-corrosive structure of anchor device
CN204475674U (en) A kind of external prestressing anchorage corrosion protection structure
CN107165289A (en) Insert-type steel panel point for building bridge or building structure is constructed
CN106812253A (en) A kind of prestressing without bondn anchorage corrosion protection structure
CN106702898B (en) A kind of parallel wire stay anchor head and preparation method thereof
CN209178825U (en) A kind of anticorrosion structure of suspension cable anchor head steel strand wires
CN208899750U (en) A kind of prestressed group anchorage system of internal single beam sealing
CN106702897A (en) Anchor head of inhaul cable and manufacturing method of anchor head
CN104563395A (en) Corrosion-protective structure of external prestressed anchorage device
KR100471374B1 (en) Compressive Bearing Type Ground Anchor
CN210766441U (en) Stress low-loss anchorage device
CN205171837U (en) Solid stretch -draw end anticorrosion structure of prestressed anchorage
CN2305449Y (en) Prestress anchor
CN108532335A (en) A kind of high stress width squeezes anchoring guy of twisted steel cable and preparation method thereof

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: 20170929

Termination date: 20180227

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