CN206581612U - A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands - Google Patents

A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands Download PDF

Info

Publication number
CN206581612U
CN206581612U CN201621423441.3U CN201621423441U CN206581612U CN 206581612 U CN206581612 U CN 206581612U CN 201621423441 U CN201621423441 U CN 201621423441U CN 206581612 U CN206581612 U CN 206581612U
Authority
CN
China
Prior art keywords
bushing pipe
reeving
surface roughness
duct
prestressed concrete
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
CN201621423441.3U
Other languages
Chinese (zh)
Inventor
孙焕重
高慧
李强
于江永
霍光明
孙风雪
李魁
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 Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
Second Engineering Co Ltd of China Railway 14th Bureau 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 Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority to CN201621423441.3U priority Critical patent/CN206581612U/en
Application granted granted Critical
Publication of CN206581612U publication Critical patent/CN206581612U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model is related to that a kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands, and the bushing pipe, which is coaxially located in, reeves in duct, is the hollow elongated tubular that confession steel strand wires smooth inside and outside one are worn;Its one end, which is exposed at, reeves outside the arrival end of duct, in a horn-like port corresponding with anchorage horn mouth, has the circle adpting flange radially extended to bushing pipe in the port outer rim, is easy to bushing pipe being fixed on arrival end;The bushing pipe inner wall surface roughness is less than outer wall surface roughness, and surface roughness refers to the smaller spacing that finished surface has and the unevenness of small peak valley.The utility model has the advantage of:Using the special bushing pipe, total frictional resistance of the steel strand wires in duct of reeving is greatly reduced, solve artificial and mechanical the problem of can not carry out more than 200 meters and reeve, it is to avoid the hidden danger of quality that box beam casing perforate boosting method is caused to box beam body, while substantially increasing speed of reeving.

Description

A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands
Technical field
The utility model is related to a kind of technical field of road construction, and more particularly to a kind of big distance steel of prestressed concrete is twisted Line is reeved special bushing pipe.
Background technology
Cast-in-Situ Continuous Beam is a kind of common support beam in road construction, is formed by concreting, traditional coagulation After native continuous box girder shaping, then lashing, but Concrete Continuous Box Beam and general monomer pre-emulsion beam are carried out to each reserved anchor cable duct Compare, be ultra long haul duct lashing construction operation, lashing difficulty is larger.
The factor of influence steel stranded wire penetrating adapter distance has two:One is the frictional resistance of steel hinge line and reserving hole channel;Two be to reeve The thrust of machine.Cable machine thrust is more than the frictional resistance of steel hinge line and reserving hole channel, and steel hinge line can just be passed through.According to above-mentioned reason By foundation, solution problem one of reeving is to improve cable machine thrust, and two be to reduce steel hinge line and duct frictional resistance.From raising cable machine Thrust angle considers that existing equipment acc power of reeving can not be improved again, can only pour the casing perforate of completion, increases Equipment of reeving relay is reeved, but this method can leave potential safety hazard in beam body.
Utility model content
The technical problems to be solved in the utility model largely reduces steel strand wires when being to provide a kind of construction and rubbed with duct The prestressed concrete of resistance is big apart from the special bushing pipe of reeving steel strands.
In order to solve the above technical problems, the technical solution of the utility model is:A kind of big distance steel of prestressed concrete is twisted Line is reeved special bushing pipe, and its innovative point is:The bushing pipe, which is coaxially located in, reeves in duct, is confession steel strand wires smooth inside and outside one The hollow elongated tubular worn;Its one end, which is exposed at, reeves outside the arrival end of duct, in a horn-like port corresponding with anchorage horn mouth, There is the circle adpting flange radially extended to bushing pipe in the port outer rim, be easy to bushing pipe being fixed on arrival end;The bushing pipe Inner wall surface roughness is less than outer wall surface roughness, and surface roughness refers to the smaller spacing and minor peaks that finished surface has The unevenness of paddy.
Further, the bushing pipe is with flexible stereoplasm tube.
Further, the bushing pipe inwall has smooth abrasion-proof layer.
The utility model has the advantage of:
(1) the special bushing pipe is used, total frictional resistance of the steel strand wires in duct of reeving is greatly reduced, solves artificial and machine Tool can not carry out more than 200 meters the problem of reeve, it is to avoid the quality that box beam casing perforate boosting method is caused to box beam body is hidden Suffer from, while substantially increasing speed of reeving.
(2) using with flexible stereoplasm tube, as bushing pipe, the complex situations that can adapt to reeve in duct are conveniently worn If, and general plastic conduit all meets and uses, it is with low cost.
(3) because the surface roughness requirements to bushing pipe inwall are more than its outer wall, coating or use are increased in bushing pipe inwall Compound smooth inner tube, effectively improves bushing pipe smoothness of inner wall.
Brief description of the drawings
Fig. 1 is a kind of big schematic diagram apart from the special bushing pipe of reeving steel strands of prestressed concrete of the utility model.
Fig. 2 is the big section view apart from the special bushing pipe of reeving steel strands of a kind of prestressed concrete shown in the utility model Fig. 1 Figure.
Embodiment
As shown in Figure 1 and Figure 2, Concrete Continuous Box Beam 1 before the forming, need to reserve duct 4 of reeving, the utility model is disclosed A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands, and the bushing pipe 2 is coaxially located in and reeved in duct 4, is one Inside and outside smooth confession steel strand wires 3 wear hollow elongated tubular therein;Its one end, which is exposed at, reeves outside the arrival end of duct 4, in one and entrance The corresponding horn-like port 22 of the anchorage horn mouth at end, facilitates steel strand wires 3 to penetrate wherein, has in the outer rim of port 22 to lining The circle adpting flange 21 that pipe 2 is radially extended, is easy to bushing pipe 2 being fixed on arrival end, during installation, is fixed and connected using swell fixture Acting flange 21, convenient follow-up dismounting;The inner wall surface roughness of bushing pipe 2 is less than outer wall surface roughness, as shown in Fig. 2, specific real Shi Shi, can increase coating or using compound smooth inner tube, to carry in its inwall increase smooth abrasion-proof layer 23 using in inwall To its surface flatness and wearability, surface roughness refers to the smaller spacing that finished surface has and the injustice of small peak valley Degree.
Due to the particularity of the service condition of bushing pipe 2, as bushing pipe 2, lining had both been can guarantee that using with flexible stereoplasm tube The hardness of pipe 2, has certain flexibility, is conveniently located in reeving in duct for long range again, and general plastic conduit is all Meet use requirement, material is cheap and easy to get.
The length of bushing pipe 2 is less than or equal to the length in duct 4 of reeving, specific length should depending on duct 4 of reeving length, wear steel Depending on frictional resistance during twisted wire 3;After finishing, bushing pipe 2 should be removed.
General principle of the present utility model and principal character has been shown and described above.The technical staff of the industry should Solution, the utility model is not restricted to the described embodiments, and simply illustrating described in above-described embodiment and specification, this practicality was new The principle of type, on the premise of the utility model spirit and scope are not departed from, the utility model also has various changes and modifications, These changes and improvements are both fallen within the range of claimed the utility model.Scope is claimed by appended in the utility model Claims and its equivalent thereof.

Claims (3)

1. a kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands, it is characterised in that:The bushing pipe is coaxially located in It is the hollow elongated tubular that confession steel strand wires smooth inside and outside one are worn in Suo Kongdao;Its one end, which is exposed at, reeves outside the arrival end of duct, in one The horn-like port corresponding with anchorage horn mouth, has the circle adpting flange radially extended to bushing pipe in the port outer rim, It is easy to bushing pipe being fixed on arrival end;The bushing pipe inner wall surface roughness is less than outer wall surface roughness, and surface roughness is Smaller spacing and the unevenness of small peak valley that finger finished surface has.
2. a kind of prestressed concrete according to claim 1 is big apart from the special bushing pipe of reeving steel strands, it is characterised in that: The bushing pipe is with flexible stereoplasm tube.
3. a kind of prestressed concrete according to claim 1 is big apart from the special bushing pipe of reeving steel strands, it is characterised in that: The bushing pipe inwall has smooth abrasion-proof layer.
CN201621423441.3U 2016-12-23 2016-12-23 A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands Expired - Fee Related CN206581612U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621423441.3U CN206581612U (en) 2016-12-23 2016-12-23 A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621423441.3U CN206581612U (en) 2016-12-23 2016-12-23 A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands

Publications (1)

Publication Number Publication Date
CN206581612U true CN206581612U (en) 2017-10-24

Family

ID=60109095

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621423441.3U Expired - Fee Related CN206581612U (en) 2016-12-23 2016-12-23 A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands

Country Status (1)

Country Link
CN (1) CN206581612U (en)

Similar Documents

Publication Publication Date Title
CN106758836A (en) A kind of post stressed concrete is big apart from reeving steel strands method
CN201367326Y (en) Winding drum for winding machine
CN206581612U (en) A kind of prestressed concrete is big apart from the special bushing pipe of reeving steel strands
CN100434636C (en) Steel strand retractor
CN208841790U (en) A kind of stopper assembly drag-line plastic-coated rope process units
CN206859083U (en) Steering cable saddle for bridge construction
CN202901532U (en) Novel hydraulic internally-pulling device for prestressed concrete cylinder pipe (PCCP) installation
CN207109598U (en) A kind of bridge pier shaft model sheetinstallat positioner
CN207524829U (en) A kind of mechanical hook convenient for control
CN210033497U (en) Hollow grouting anchor rod
CN104724615A (en) Penetrating and winding method of large-diameter variable-amplitude steel wire rope of large moving-arm type tower crane
CN104495534A (en) Pipe core skid resistance anchoring device for vertical wire wrapping machine for prestressed concrete cylinder pipe
CN206942155U (en) Improve the tractor of steel stranded wire penetrating adapter efficiency
CN213539753U (en) Assembled construction is with quick cloth machine
CA2416217C (en) Tapered boom hose
CN210239694U (en) Pouring mechanism for two-lining trolley
CN205132743U (en) Cable elasticity reel chock
CN202948771U (en) Middle protective sleeve of high-strength movable cable
CN206033092U (en) Cable reel for hoisting equipment
CN208829090U (en) A kind of elevator intelligent dynamic balancer
CN207175081U (en) A kind of actinobacillus device
CN205978844U (en) But reuse sleeve pipe
CN206076897U (en) A kind of high-strength polyvinyl chloride pipe
CN206878390U (en) A kind of bearing for long-distance cable machinery laying
CN204355926U (en) Lift appliance

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: 20171024

Termination date: 20181223

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