CN202416102U - Vertical straightening machine of rail base clamping movable type steel rail welded joints - Google Patents

Vertical straightening machine of rail base clamping movable type steel rail welded joints Download PDF

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Publication number
CN202416102U
CN202416102U CN2011205717737U CN201120571773U CN202416102U CN 202416102 U CN202416102 U CN 202416102U CN 2011205717737 U CN2011205717737 U CN 2011205717737U CN 201120571773 U CN201120571773 U CN 201120571773U CN 202416102 U CN202416102 U CN 202416102U
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CN
China
Prior art keywords
frame
rail
straightening
aligning
steel rail
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
CN2011205717737U
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Chinese (zh)
Inventor
戴虹
王新年
黄正中
李育朝
杨宏伟
周世恒
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.)
CHENGDU RUIWEI TRAFFIC TECHNOLOGY CO LTD
Southwest Jiaotong University
Xinyun Engineering Co Ltd of China Railway First Engineering Group Co Ltd
Original Assignee
CHENGDU RUIWEI TRAFFIC TECHNOLOGY CO LTD
Southwest Jiaotong University
Xinyun Engineering Co Ltd of China Railway First Engineering Group 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 CHENGDU RUIWEI TRAFFIC TECHNOLOGY CO LTD, Southwest Jiaotong University, Xinyun Engineering Co Ltd of China Railway First Engineering Group Co Ltd filed Critical CHENGDU RUIWEI TRAFFIC TECHNOLOGY CO LTD
Priority to CN2011205717737U priority Critical patent/CN202416102U/en
Application granted granted Critical
Publication of CN202416102U publication Critical patent/CN202416102U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A vertical straightening machine of rail base clamping movable type steel rail welded joints comprises that a two-way force applying oil cylinder (2) is fixed at one end of a cross beam (1), a piston rod (2A) on the lower portion of the two way force applying oil cylinder (2) is connected with an inverse U type force applying frame (6) which is mounted across a steel rail (11), a bottom pin (5) is inserted into the position at the bottom of the force applying frame (6) where the steel rail (11) is positioned, and the cross beam (1) is nested with rectangular upper frame grooves (3A, 4A) on the upper portion of a straightening frame one (3) and a straightening frame two (4) simultaneously; inverse U type lower frames (3B, 4B) on the lower portion of the straightening frame one (3) and the straightening frame two (4) is mounted over the steel rail (11), and a bottom pin (5') is inserted into the position at the bottom of the lower frames (3B, 4B) where the steel rail (11) is inserted. The straightening force of the straightening machine is large, the straightening machine can perform vertical straightening to steel rail welded joints in cooling states, straightening effects are easy to control, straightening efficiency is high, the straightening machine is movable, and site operation is facilitated.

Description

The vertical straightener of a kind of flange of rail clamping mobile steel rail welding point
Technical field
The utility model belongs to the technical field of rail welding equipment for after-treatment in the seamless railroad site operation, particularly a kind of equipment that is used for the steel rail weld joint aligning.
Background technology
Change at the steel rail laying of gapless track and rail and to repair in the construction, need carry out field Welding, also require to accomplish aftertreatment technologys such as postwelding normalizing, aligning and polishing simultaneously rail.Building-site is handled the lateral bending of welding point easily at present, because the lateral rigidity of rail is little, can accomplish the aligning of rail lateral bending with conventional rail bender (or claiming straight trailer).But the situation to vertical bending (arch up or stay) and wrong head but is difficult to solve, and high-speed railway especially has very high requirement to the glacing flatness of rail, does not allow butt joint to adopt excessive polishing again.Thereby press for the vertical equipment for straightening that can be used for the job site.Because the vertical rigidity of rail is very big, the on-the-spot at present methods that adopt thermal straightenings promptly adopt the heating of oxy-acetylene gas butt joint position more, manage to apply a little relatively external force then, perhaps add to support to change its relative shape, let the rail pyroplastic deformation.The advantage of thermal straightening is that equipment is simple, and is simple to operate, but maximum problem is that the aligning result is wayward, the aligning inefficiency.Since the speed raising of railway, the glacing flatness requirement that has improved gapless track, and thermal straightening technology can't satisfy the glacing flatness requirement of site operation.The scene is needed badly and can be made progress and downward aligning to welding point, and the aligning result manifests, is easy to control and transportable equipment immediately.
The utility model content
The purpose of the utility model just provides the vertical straightener of a kind of flange of rail clamping mobile steel rail welding point; The vertical straightener straightening force of this kind is big; Can vertically align the steel rail weld joint under the state of cooling at the construction field (site), the aligning result is easy to control, and aligning efficient is high; And can move, make things convenient for site operation.
To achieve these goals, the technical scheme that the utility model adopts is, the vertical straightener of a kind of flange of rail clamping mobile steel rail welding point, and its design feature is:
One end of crossbeam is fixed with the bidirectional force applying oil cylinder, and the piston rod of bidirectional force applying oil cylinder bottom links to each other with the application of force frame of inverted U, and application of force frame rides on the rail, and the position that application of force frame is positioned at rail foot is inserted with end pin;
Crossbeam is while and the rectangle upper ledge groove fit of aligning frame one, aligning frame two tops also; Ride on the rail with the lower frame of the inverted U of aligning frame two bottoms, the position that this lower frame is positioned at rail foot is inserted with end pin.
The course of work and the principle of the utility model are:
Before the aligning, straightener put down riding on the rail surface from the upper end of treating straightening of kinked rail, will slide along crossbeam, be located on the weld seam near the aligning frame one of application of force frame; To align frame two again and slide into suitable position along crossbeam; End pin with application of force frame and aligning frame one, two bottoms inserts the installation of promptly accomplishing before aligning then.During aligning; Oil cylinder applies active force up or down through piston rod, application of force frame to rail, thus with application of force frame as the point of application, near the aligning frame one of application of force frame as the resistance point; Aligning frame two is as fulcrum; Utilize lever principle, make rail carry out bending and shear strain, accomplish aligning rail joint.
After aligning was accomplished, the end pin taking-up with application of force frame and aligning frame one, two bottoms can move to next one rail place to be aligned with whole aligning, aligns next time.
Compared with prior art, the beneficial effect of the utility model is:
One, utilizes lever principle to impose enough big straightening force by the bidirectional force applying oil cylinder, can vertically align the steel rail weld joint under the state of cooling at the construction field (site) to rail.Than thermal straightening, its leveling effect directly, be easy to control, efficiency of construction is high.
Two, application of force frame, aligning frame are embraced whole rail; Bidirectional force applying oil cylinder application of force frame and aligning frame can impose enough straightening force downwards, also can upwards impose enough aligning application of forces rail, thereby all can effectively align high joint, low joint and height misconnection head; Two aligning frames can move along crossbeam, thereby can adjust the relative distance of two aligning frames and application of force frame, also are the adjustable ratio of its force arm and resistance arm, can adapt to the aligning of differently curved form welding point.
Three, utilize the principle of lever force-saving to make this straightener can provide enough straightening force, whole straightener is comparatively light again simultaneously; After application of force frame, aligning frame unloaded from rail, whole straightener was convenient to move, and makes things convenient for site operation.
Screw mandrel one, screw mandrel two are installed on the above-mentioned crossbeam, and screw mandrel one, screw mandrel two all links to each other with aligning frame two with aligning frame one respectively through the feed screw nut; Screw mandrel one, the end of screw mandrel two is connected with handwheel respectively.
Like this, drive screw mandrel one, screw mandrel two, can change the position of aligning frame one and aligning frame two easily through handwheel, make more convenient to operate, aligning efficient is higher.
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further to specify.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment from the railway line viewed.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is the B-B sectional drawing after Fig. 1 removes screw mandrel one and feed screw nut.
Fig. 4 be Fig. 1 remove behind screw mandrel two and the feed screw nut the C-C sectional drawing.
The specific embodiment
Embodiment
Fig. 1, Fig. 2 illustrate; A kind of specific embodiment of the utility model is; The vertical straightener of a kind of flange of rail clamping mobile steel rail welding point, its composition is: an end of crossbeam 1 is fixed with bidirectional force applying oil cylinder 2, and the piston rod 2A of bidirectional force applying oil cylinder 2 bottoms links to each other with the application of force frame 6 of inverted U; Application of force frame 6 rides on the rail 11, and the position that application of force frame 6 is positioned at rail 11 bottoms is inserted with end pin 5.
Fig. 1, Fig. 3, Fig. 4 illustrate, and crossbeam 1 is while and rectangle upper ledge groove 3A, the 4A fit of aligning frame 1, aligning frame 24 tops also; Aligning frame 1 rides on the rail 11 with lower frame 3B, the 4B of the inverted U of aligning frame 24 bottoms, and the position that this lower frame 3B, 4B are positioned at rail 11 bottoms is inserted with end pin 5 '.
Fig. 1 also illustrates, and screw mandrel 1, screw mandrel 28 are installed on this routine crossbeam 1, and screw mandrel 1, and screw mandrel 28 all links to each other with aligning frame 24 with aligning frame 1 respectively through the feed screw nut; Screw mandrel 1, the end of screw mandrel 28 is connected with handwheel 7A, 8A respectively.

Claims (2)

1. vertical straightener of flange of rail clamping mobile steel rail welding point is characterized in that:
One end of crossbeam (1) is fixed with bidirectional force applying oil cylinder (2), and the piston rod (2A) of bidirectional force applying oil cylinder (2) bottom links to each other with the application of force frame (6) of inverted U, and application of force frame (6) rides on the rail (11), and the position that application of force frame (6) is positioned at rail (11) bottom is inserted with end pin (5);
Crossbeam (1) is while and rectangle upper ledge groove (3A, the 4A) fit of aligning frame one (3), aligning frame two (4) tops also; The lower frame (3B, 4B) of the inverted U of aligning frame one (3) and aligning frame two (4) bottoms rides on the rail (11), and the position that this lower frame (3B, 4B) is positioned at rail (11) bottom is inserted with end pin (5 ').
2. the vertical straightener of a kind of flange of rail clamping mobile steel rail welding point according to claim 1; It is characterized in that: screw mandrel one (7), screw mandrel two (8) are installed on the described crossbeam (1); And screw mandrel one (7), screw mandrel two (8) all link to each other with aligning frame two (4) with aligning frame one (3) respectively through the feed screw nut; Screw mandrel one (7), the end of screw mandrel two (8) be connected with respectively handwheel (7A, 8A).
CN2011205717737U 2011-07-22 2011-12-31 Vertical straightening machine of rail base clamping movable type steel rail welded joints Expired - Fee Related CN202416102U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205717737U CN202416102U (en) 2011-07-22 2011-12-31 Vertical straightening machine of rail base clamping movable type steel rail welded joints

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CN201120261408.6 2011-07-22
CN201120261408 2011-07-22
CN2011205717737U CN202416102U (en) 2011-07-22 2011-12-31 Vertical straightening machine of rail base clamping movable type steel rail welded joints

Publications (1)

Publication Number Publication Date
CN202416102U true CN202416102U (en) 2012-09-05

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110578276A (en) * 2019-09-23 2019-12-17 吉林大学 Track turnout adjuster
CN110883138A (en) * 2019-11-18 2020-03-17 中国铁路兰州局集团有限公司兰州工务机械段 Method for correcting low joint of steel rail

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110578276A (en) * 2019-09-23 2019-12-17 吉林大学 Track turnout adjuster
CN110883138A (en) * 2019-11-18 2020-03-17 中国铁路兰州局集团有限公司兰州工务机械段 Method for correcting low joint of steel rail

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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: 20120905

Termination date: 20161231

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