CN106988169B - A kind of method that transverse direction pulls out progress track plates replacement after rail - Google Patents
A kind of method that transverse direction pulls out progress track plates replacement after rail Download PDFInfo
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- CN106988169B CN106988169B CN201710344424.3A CN201710344424A CN106988169B CN 106988169 B CN106988169 B CN 106988169B CN 201710344424 A CN201710344424 A CN 201710344424A CN 106988169 B CN106988169 B CN 106988169B
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- 238000000034 method Methods 0.000 title claims abstract description 41
- 238000012360 testing method Methods 0.000 claims abstract description 11
- 238000012546 transfer Methods 0.000 claims abstract description 3
- 230000000903 blocking effect Effects 0.000 claims description 5
- 229920005989 resin Polymers 0.000 claims description 4
- 239000011347 resin Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 230000008901 benefit Effects 0.000 claims description 2
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 238000004873 anchoring Methods 0.000 claims 1
- 230000008569 process Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000006378 damage Effects 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 241000276425 Xiphophorus maculatus Species 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000007847 structural defect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses a kind of methods that transverse direction pulls out progress track plates replacement after rail.The method includes rail actual lock rail temperature and when front rail temperature test equipment, rail stress strain testing equipment, rail lateral pushing equipment, track plate transporting transfer device, track plates hanging device, measuring device, rail return pulling device.The method includes setting up counter-force link stopper or counterforce device on certain distance route before and after being replaced track plates, pushing tow point is set up on rail, unclamp certain length fastener, using incremental launching device by rail pushing tow to being replaced on the outside of track plates, using vertical lifting mode carry out old plate removal and new plate it is in place.The stress test equipment overall process measures rail stress；The measuring device, which is set on the outside of platform sling operation area, controls new plate plan-position.This method has the characteristics that tooling is light, replacement is quick, work efficiency is high, small to rail failure, particularly suitable for high-speed rail " Window time " operation.
Description
Technical field
The invention belongs to high speed railway track Structural defect remedial technology fields, in particular to a kind of plate-type ballastless track knot
The replacing options of structure hurt track plates.
Background technique
In recent years, high-speed railway is developed rapidly in China.The route that 250km/h is reached for overall trip speed, is adopted
Use ballastless track structure.As the main force in ballastless track structure, platy ballastless track structure (I type of CRTS, II type of CRTS,
III type of CRTS) it builds to have obtained large-scale application in China express railway.Platy ballastless track structure mainly by rail, buckle
Part, track plates, mortar (self-leveling concrete) filled layer, concrete bed composition.As a kind of reinforced concrete structure, in ring
Under the action of border and train load, bad damage, destruction inevitably occur for track plates, and high-speed rail operating line is faced with " skylight
The demand of time " progress track plates replacement.In addition, fractional orbital plate bad damage due to quality of production difference is accelerated or due to outer
Portion, which is hit, causes hurt, and the current demand for replacing track plates shifts to an earlier date significantly.
Since high-speed rail operating line can only carry out maintenance work in Window time, large scale equipment can not be used, and track plates
Length be greater than 5m, thickness be greater than 0.20m, width be greater than 2.5m, every piece 5 tons of track plates weight or more, how in limited skylight
It is the disaster put in face of work business personnel that time is interior, carries out replacement to bad damage track plates in the case where not using large-scale equipment
Topic.Further, since track structure route is divided into straightway, curved section, the track structure of superrelation on curve section, different section carries out rail
When guidance tape is replaced, the requirement to technique is also different, especially the track plates of superrelation on curve section, and replacement difficulty is bigger.
Conceptual phase is still in the research of track plates replacement technology at present both at home and abroad.Works department is carried out in Window time
The method that track plates replacement uses is " cut rail replacement method ", i.e., when carrying out track plates replacement, first by track plates to be replaced and its
Certain length rail cutting in front and back removes, and the lifting appliance of second hand rail road vehicle removes hurt track plates, new-track plate moves into,
Then welding locks rail again.This method benefit be the old plate of track plates remove and new plate hang in it is relatively simple, it is existing
Greatest problem is must to be cut, be removed to rail before changing plate.On the one hand this means that rail weldering must also be carried out after changing plate
It connects, polish and the special work such as seam inspection, regulation investment is considerably increased, in addition, everywhere joint-cutting means steel at one
Rail connector, and welding is larger to rail failure, forms new security risk point, in addition, this method work efficiency is low, puts into manpower
It is more, it is generally desirable to which three skylights could complete the replacement of one block of plate.It can be said that this is a kind of side to do something against one's will
Method.
Patent " a kind of plate-type ballastless track track plates more changing device and replacing options (201310108682.3) " provides
One kind not cutting off rail and carries out plate-type ballastless track track plates more changing device and replacing options, i.e., after being jacked to rail, from
The method that side removes or shift-in track plates carry out track plates replacement.This method avoid " cutting rail replacement method " to the wound of rail
Damage, but existing deficiency is that tooling is heavier, complex procedures, is unsuitable for constructing in Window time, meanwhile, engineering method is only adapted to directly
The replacement of line segment track plates can not carry out the replacement of curve freeboard section track plates." a kind of subway changes wooden handcart and comprising the subway to patent
That changes wooden handcart changes trigger group (201420251605.3) " there is also equipment enlarging, complicate the problem of, when being not suitable for skylight
Between construct.
It studies one kind and does not cut the track plates replacement that rail, tooling are simple, process is easy, suitable for straight line, superrelation on curve section
Complete set technology is this field urgent problem to be solved.
Summary of the invention
The purpose of the present invention is to solve the above problem, provide a kind of transverse direction pull out the system that track plates replacement is carried out after rail and
Method.Main technical schemes are that the replacement of track plates is carried out after pulling out rail by transverse direction.One side rail transverse direction stiffness is small, laterally pulls out
Power needed for power needed for rail is much smaller than vertical head track, it is more controllable in an implementation, and be not easy that rail is caused to damage, it completely can be with
Carry out lateral pushing；After two aspect rail unplug, space needed for accordingly releasing track structure vertical lifting, for straight line
Section, superrelation on curve Duan Junke are removed and are replaced using the method for vertical lifting to track plates, avoid existing technology from side
Face replacement track plates bring tooling weight is big, complex procedures, is not suitable with a series of problems, such as superrelation on curve section, also solves and cuts
It could vertical lifting bring a series of problems after rail；Third is that required tooling device minimizes, operation work efficiency is fast, is adapted to
The requirement of high-speed rail " Window time " maintenance.
Major technique summary of the invention is as follows.
A kind of method that transverse direction pulls out progress track plates replacement after rail.The method includes rail actual lock rail temperature and work as
Front rail temperature test equipment, rail stress strain testing equipment, rail lateral pushing equipment, track plate transporting transfer device, track plates are hung
Install standby, measuring device, rail returns pulling device.The method includes setting up on certain distance route before and after being replaced track plates
Counter-force link stopper or counterforce device, set up pushing tow point on rail, unclamp certain length fastener, using incremental launching device by rail pushing tow
To being replaced on the outside of track plates, releasing is replaced the constraint of plate surrounding, using vertical lifting mode carry out old plate removal and new plate
It is in place.
The rail actual lock rail temperature and when front rail temperature test equipment precision be 0~2 DEG C；The lateral pushing device by
Counter-force link stopper or counterforce device, pushing tow jack, ball-shaped regulating valve, rail collet composition, the convex blocking platform before and after being replaced plate
It is fixed on upper or track plates.
The transverse direction carries out the method for track plates replacement the following steps are included: (1) sets up pushing reaction block after pulling out rail
Or counterforce device；(2) temperature difference (t1) of practical rail temperature and rail fastening down temperature is measured；(3) determine that laterally distance is moved on top to rail；
(4) anchor bolt for being replaced track plates and its front and back certain length rail fastener system is unclamped；(5) rail is set up in pushing tow point
Collet installs thrustor between counterforce device and rail collet, by rail lateral pushing to being replaced on the outside of track plates；(6)
Mark is replaced track plates plane relative position, and releasing is replaced the constraint of plate surrounding, makes it using adjuster jacking track plate
It is detached from under-filled layer；(7) it to track plates progress vertical lifting is replaced, removes, new plate is vertically hung in and is replaced track
Board position；(8) lateral pushing device is unclamped, rail is returned and pulls out, fasten；(9) limit for restoring track plates, restores track plates and fills out
Fill layers cementing；(10) accurate adjustment is carried out to route, opens operation.
The pushing reaction shelves and counterforce device are symmetrically set up being replaced at left and right sides of plate.
The rail fastener system unclamps length according to the temperature difference of practical rail temperature and rail fastening down temperature, rail lateral pushing
Amount determines.
When the lateral pushing, rail jacking force is constantly monitored.
The lateral pushing device is hydraulic jack, mechanical push rods；Rail carries out pushing tow respectively when pushing tow or so, independent
Control, sustainable pushing tow can also pushing tows stage by stage.
When the lateral pushing, left and right rail carries out pushing tow, independent control, sustainable pushing tow using pushing tow jack respectively
It can also pushing tow stage by stage.
It is described to be constrained to track plates limit constraint, such as the boss resin between convex blocking platform and plate, width seam and latch fitting, side
To block.
Detailed description of the invention
Fig. 1: rail schematic diagram is laterally dialled in typical case's ballastless track boards replacement provided by the present invention；
Description of symbols: 1- track plates to be replaced；2- track plates adjacent orbit plate to be replaced；3- mechanical push rods；4- thousand
Jin top.
Specific embodiment
Below by embodiment, technical solution of the present invention is further illustrated.
Embodiment 1: the embodiment of the invention provides a kind of track plates replacement sides of I plate-type ballastless track structure of CRTS
Method, the method includes the following contents:
(1) "T"-shaped block is fixed by the way of bar planting on the convex blocking platform for being replaced plate two sides.It is checked before bar planting convex
Shape block machine steel bar arrangement figure, hurt reinforcing bar when avoiding bar planting."T"-shaped block uses the long 30cm in bottom surface, the steel plate and length of wide 30cm
30cm, high 15cm steel plate are welded, steel plate thickness 1cm.
(2) 31.2 DEG C of rail fastening down temperature, 12.5 DEG C of rail observed temperature are measured.18.7 DEG C of the two difference.
(3) for I template of CRTS, the lateral amount of pulling out 60cm.
(4) it according to the temperature difference and the lateral amount of pulling out, calculates to obtain fastener release length 50m.
(5) to be replaced plate middle line as symmetry axis, each anchor bolt 25m for unclamping fastener in left and right.
(6) negative rail pushing tow clamping device is installed in the "T"-shaped block of fixation corresponding left and right rail side.
(7) stress test device is pasted in the corresponding rail side of pushing tow point.
(8) pushing tow jack is placed between the "T"-shaped block of fixation and rail clamping device, and lateral pushing is carried out to rail.
Rail internal stress situation of change is monitored during pushing tow.
(9) lateral pushing 70cm.Survey rail maximum stress 920N.Lock pushing tow jack.
(10) measurement is replaced the plane relative position of track plates.
(11) the boss resin being replaced in the boss of plate two sides is cut, plate is replaced using track crane vertical lifting, by it
It is lifted on flat car.
(12) new plate is hung in using track crane, is controlled using position of the measuring device to new-track plate.
(13) pushing tow jack is unclamped, rail is returned and is pulled out, is locked.
(14) boss resin is poured, to the off-seam between new-track plate and mortar using mechanical property and the consistent elasticity of mortar
Polyurethane material is filled.
(15) accurate adjustment is carried out to route, opens operation.
Embodiment 1: the embodiment of the invention provides a kind of track plates replacement sides of II plate-type ballastless track structure of CRTS
Method, the method includes the following contents:
(1) "T"-shaped block is fixed by the way of bar planting on the track plates for being replaced plate two sides.Track is checked before bar planting
Slab muscle layout drawing, hurt reinforcing bar when avoiding bar planting."T"-shaped block uses the long 40cm in bottom surface, the steel plate of wide 30cm and long 40cm,
High 15cm steel plate is welded, steel plate thickness 1cm.
(2) 29.0 DEG C of rail fastening down temperature, 15 DEG C of rail observed temperature are measured.14 DEG C of the two difference.
(3) for II template of CRTS, the lateral amount of pulling out 80cm.
(4) it according to the temperature difference and the lateral amount of pulling out, calculates to obtain fastener release length 30m.
(5) to be replaced plate middle line as symmetry axis, each anchor bolt 15m for unclamping fastener in left and right.
(6) negative rail pushing tow clamping device is installed in the "T"-shaped block of fixation corresponding left and right rail side.
(7) stress test device is pasted in the corresponding rail side of pushing tow point.
(8) pushing tow jack is placed between the "T"-shaped block of fixation and rail clamping device, and lateral pushing is carried out to rail.
Rail internal stress situation of change is monitored during pushing tow.
(9) lateral pushing 80cm.Survey rail maximum stress 830N.Lock pushing tow jack.
(10) measurement is replaced the plane relative position of track plates.
(11) it cuts and is replaced plate two sides width joint concrete, grabbed using accurate adjustment and jack track plates, make itself and mortar
Layer is detached from.Plate is replaced using track crane vertical lifting, is lifted on flat car.
(12) new plate is hung in using track crane, is controlled using position of the measuring device to new-track plate.
(13) pushing tow jack is unclamped, rail is returned and is pulled out, is locked.
(14) width joint concrete is poured, it is consistent with mortar using mechanical property between off-seam of the new-track plate with mortar
Epoxy resin be filled.
(15) accurate adjustment is carried out to route, opens operation.
The above description of the embodiments is intended to facilitate those skilled in the art it will be appreciated that and using this
Invention.Person skilled in the art obviously easily can make various modifications to these embodiments, and illustrating herein
General Principle be applied in other embodiments without having to go through creative labor.Therefore, the present invention is not limited to realities here
Example is applied, those skilled in the art's announcement according to the present invention, the improvement made for the present invention and modification all should be in the present invention
Protection scope within.
Claims (8)
1. a kind of method that transverse direction pulls out progress track plates replacement after rail, the method includes rail actual lock rail temperature and currently
Rail temperature test equipment, rail stress strain testing equipment, rail lateral pushing equipment, track plate transporting transfer device, track plates lifting
Equipment, measuring device, rail return pulling device, anti-the method includes setting up on certain distance route before and after being replaced track plates
Power link stopper or counterforce device, set up pushing tow point on rail, unclamp certain length fastener, using incremental launching device by rail pushing tow extremely
Be replaced on the outside of track plates, releasing is replaced the constraint of plate surrounding, using vertical lifting mode carry out old plate removal and new plate
In place.
2. the method that transverse direction according to claim 1 pulls out progress track plates replacement after rail, it is characterised in that: the rail
Actual lock rail temperature and when front rail temperature test equipment precision be 0~2 DEG C；The lateral pushing device is filled by counter-force link stopper or counter-force
It sets, pushing tow jack, ball-shaped regulating valve, rail collet composition, it is fixed on convex blocking platform or on track plates before and after being replaced plate.
3. the method that transverse direction according to claim 1 pulls out progress track plates replacement after rail, it is characterised in that including following
Step: (1) pushing reaction block or counterforce device are set up；(2) temperature difference (t1) of practical rail temperature and rail fastening down temperature is measured；
(3) determine that laterally distance is moved on top to rail；(4) anchoring for being replaced track plates and its front and back certain length rail fastener system is unclamped
Bolt；(5) rail collet is set up in pushing tow point, thrustor is installed between counterforce device and rail collet, rail is laterally pushed up
It is pushed into be replaced on the outside of track plates；(6) mark is replaced track plates plane relative position, and releasing is replaced the constraint of plate surrounding, benefit
It is detached from under-filled layer with adjuster jacking track plate；(7) it to track plates progress vertical lifting is replaced, removes,
New plate is vertically hung in and is replaced track Board position；(8) lateral pushing device is unclamped, rail is returned and pulls out, fasten；(9) restore rail
The limit of guidance tape restores track plates and filling layers cementing；(10) accurate adjustment is carried out to route, opens operation.
4. the method that transverse direction according to claim 3 pulls out progress track plates replacement after rail, it is characterised in that: the pushing tow
Counter-force shelves and counterforce device are symmetrically set up being replaced at left and right sides of plate.
5. the method that transverse direction according to claim 3 pulls out progress track plates replacement after rail, it is characterised in that: the rail
Fastener system discloses length and is determined according to the temperature difference of practical rail temperature and rail fastening down temperature, rail lateral pushing amount.
6. the method that transverse direction according to claim 3 pulls out progress track plates replacement after rail, it is characterised in that: the transverse direction
When pushing tow, rail jacking force is constantly monitored.
7. the method that transverse direction according to claim 3 pulls out progress track plates replacement after rail, it is characterised in that: the transverse direction
Thrustor is hydraulic jack, mechanical push rods, stroke 20cm~80cm；Rail carries out pushing tow respectively when the pushing tow or so,
Independent control, sustainable pushing tow can also pushing tows stage by stage.
8. the method that transverse direction according to claim 3 pulls out progress track plates replacement after rail, it is characterised in that: the constraint
It limits and constrains for track plates, such as the boss resin between convex blocking platform and plate, width seam and latch fitting, lateral block.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710344424.3A CN106988169B (en) | 2017-05-16 | 2017-05-16 | A kind of method that transverse direction pulls out progress track plates replacement after rail |
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| CN201710344424.3A CN106988169B (en) | 2017-05-16 | 2017-05-16 | A kind of method that transverse direction pulls out progress track plates replacement after rail |
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| CN106988169B true CN106988169B (en) | 2019-03-29 |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130825B (en) * | 2017-12-31 | 2019-03-19 | 天津市金荣通核修护工程有限公司 | Subgrade of metro concrete replacement technique in special limiting condition |
| CN108385456A (en) * | 2018-03-07 | 2018-08-10 | 中国铁道科学研究院铁道建筑研究所 | A kind of board-like ballastless track bed board integral replacing method of cast-in-place railway roadbed |
| CN108385454A (en) * | 2018-03-07 | 2018-08-10 | 中国铁道科学研究院铁道建筑研究所 | A kind of railway plate-type ballastless track working drawing review operational method |
| CN108385455B (en) * | 2018-03-07 | 2021-11-05 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Construction and maintenance operation method for cast-in-situ ballast bed slab ballastless track |
| CN108385451A (en) * | 2018-03-07 | 2018-08-10 | 中国铁道科学研究院铁道建筑研究所 | Board-like ballastless track boards replacing options under a kind of special operation condition |
| CN111794024A (en) * | 2020-07-07 | 2020-10-20 | 中国铁建高新装备股份有限公司 | Ballastless track polishing system and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3644540A1 (en) * | 1986-12-24 | 1988-07-07 | Guenter Finke | Rail-joint aligning device for aligning the facing ends of railway and tramway rails |
| DE4442498A1 (en) * | 1994-11-30 | 1996-06-05 | Hochtief Ag Hoch Tiefbauten | Mobile concreting machine |
| US6755135B2 (en) * | 2001-03-16 | 2004-06-29 | Nordco Inc. | Combined tie extractor and plate remover for rail maintenance |
| CN202945513U (en) * | 2012-12-11 | 2013-05-22 | 中铁二十局集团有限公司 | Hoisting bracket for replacing plate-type ballastless track reinforced concrete base plate |
| CN202945512U (en) * | 2012-12-11 | 2013-05-22 | 中铁二十局集团有限公司 | Device for replacing plate-type ballastless track reinforced concrete base plate |
| CN203188070U (en) * | 2013-03-29 | 2013-09-11 | 中铁一局集团有限公司 | Plate-type ballast-less track plate replacing device |
| CN203807900U (en) * | 2014-04-16 | 2014-09-03 | 徐州徐工铁路装备有限公司 | Plate changing device for high-speed railway ballastless track |
| CN106436492A (en) * | 2015-12-30 | 2017-02-22 | 中国铁道科学研究院铁道建筑研究所 | Maintaining method of base plates of CRTS II-shaped plate type ballastless tracks |
| CN105908583B (en) * | 2016-04-22 | 2020-12-01 | 北京瑞威世纪岩土工程有限公司 | System for replacing ballast track bed of tunnel with ballastless track under condition of uninterrupted driving |
| CN205741779U (en) * | 2016-05-31 | 2016-11-30 | 中铁第四勘察设计院集团有限公司 | A kind of little beam type for CRTS III plate-type non-fragment orbit repairs structure |
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2017
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Address after: No. 2, Da Liu Shu Road, Haidian District, Beijing Applicant after: Railway Construction Research Institute of China Railway Research Institute Group Co., Ltd. Applicant after: China Railway Scientific Research Institute Group Co., Ltd. Address before: No. 2, Da Liu Shu Road, Haidian District, Beijing Applicant before: Railway Construction Institute of China Academy of Railway Sciences Applicant before: China Academy of Railway Sciences |
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Effective date of registration: 20191220 Address after: 100081 Beijing city Haidian District Daliushu Road No. 2 district two building 303 Co-patentee after: China Railway Scientific Research Institute Group Co., Ltd. Patentee after: Railway Construction Research Institute of China Railway Research Institute Group Co., Ltd. Co-patentee after: Beijing Tieke Special Engineering Technology Co., Ltd. Address before: 100081 Beijing city Haidian District Daliushu Road No. 2 Co-patentee before: China Railway Scientific Research Institute Group Co., Ltd. Patentee before: Railway Construction Research Institute of China Railway Research Institute Group Co., Ltd. |