CN105926385A - Construction method for turnout loosening and locking in low temperature environment - Google Patents

Construction method for turnout loosening and locking in low temperature environment Download PDF

Info

Publication number
CN105926385A
CN105926385A CN201610266617.7A CN201610266617A CN105926385A CN 105926385 A CN105926385 A CN 105926385A CN 201610266617 A CN201610266617 A CN 201610266617A CN 105926385 A CN105926385 A CN 105926385A
Authority
CN
China
Prior art keywords
rail
track switch
temperature
brooder
turnout
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.)
Granted
Application number
CN201610266617.7A
Other languages
Chinese (zh)
Other versions
CN105926385B (en
Inventor
张海乐
赵建军
刘丹
张玉光
闫长青
任玉龙
王宏杰
王镇
钟杰英
魏海东
范利军
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.)
China Railway Sixth Group Co Ltd
China Railway Sixth Group Hohhot Railway Construction Co Ltd
Original Assignee
China Railway Sixth Group Co Ltd
China Railway Sixth Group Hohhot Railway Construction 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 China Railway Sixth Group Co Ltd, China Railway Sixth Group Hohhot Railway Construction Co Ltd filed Critical China Railway Sixth Group Co Ltd
Priority to CN201610266617.7A priority Critical patent/CN105926385B/en
Publication of CN105926385A publication Critical patent/CN105926385A/en
Application granted granted Critical
Publication of CN105926385B publication Critical patent/CN105926385B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/42Undetachably joining or fastening track components in or on the track, e.g. by welding, by gluing; Pre-assembling track components by gluing; Sealing joints with filling components
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/42Undetachably joining or fastening track components in or on the track, e.g. by welding, by gluing; Pre-assembling track components by gluing; Sealing joints with filling components
    • E01B29/44Methods for effecting joining of rails in the track, e.g. taking account of ambient temperature

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)

Abstract

The invention discloses a construction method for turnout loosening and locking in low temperature environment. The method comprises the following steps: (1) setting up a warm shed around a turnout; (2) loosening turnout fasteners and putting a roller under the turnout; (3) rising temperature of the warm shed; (4) adjusting temperature in the shed; (5) taking off the roller; (6) locking the turnout; (7) completing to weld steel rails on the front and rear of the turnout; (8) and removing the warm shed. Through setting up the warm shed around the turnout and arranging a hot-air blower in the warm shed, the turnout is heated, and a rubber hammer is used to knock the steel rails along all ranges of the steel rails to realize loosening in a temperature rising process, and when the temperature rises to designed stress-free temperature, the turnout is locked. The method realizes loosening and locking of a large-scale turnout in winter low temperature environment.

Description

Low temperature environment track switch diffuses the construction method of locking
Technical field:
The present invention relates to track switch low temperature and diffuse field, particularly relate to low temperature environment track switch and diffuse lock Fixed construction method.
Background technology:
It is to use rail tensor that rail is carried out stretching to diffuse that prior art rail low temperature diffuses, Particularity based on super large railway turnout rail part, stretching is diffused and cannot be implemented for super large track switch; If additionally must be the most open-minded according to construction period, and winter construction be extremely difficult to the lock of design Orbit determination temperature, if fastening-down temperature of rail is on the low side, not only maintenance work is limited by many, Er Qiegao Wen Shi, rail can be by the biggest temperature, pressure, and gapless line is uneven in addition creeps that easily cause " should Power is concentrated ", therefore there is the danger of expansion rail track, be the most just easy to after temperature raises make Become the danger of expansion rail track, during therefore winter low temperature environment and super large track switch become track switch construction Difficult point.
Summary of the invention:
It is an object of the invention to provide low temperature environment track switch and diffuse the construction method of locking, solve The problem that during low temperature, track switch cannot realize diffusing locking at present.
In order to solve above-mentioned technical problem, the invention provides low temperature environment track switch and diffuse locking Construction method, it comprises the following steps:
(1) brooder is set up around track switch;
(2) pine track switch fastener pad cylinder: all unclamped by described track switch fastener, then will On described roller pad infrabasal plate in-orbit;
(3) brooder heats up: is equidistantly positioned multiple hot-air blower in brooder, opens hot-air blower Heat up for brooder;
(4) temperature of shed is adjusted;
(5) take cylinder: when rail temperature reaches to design fastening-down temperature of rail, start to take cylinder, the rail that falls, Adjust rail, first clasp, check that gauge, inspection tongue are the most upright, gauge amendment is reached After marking and confirming tongue Founder, lock fastener;
(6) locking track switch: treat that the every data target of track switch all reaches standard-required and is engaged in through work Track switch is locked after department's acceptance(check);
(7) rail welding before and after track switch is completed;
(8) brooder is removed.
Alternatively, described adjustment temperature of shed comprises the following steps:
A, basis rail temperature everywhere, first close 2-3 platform hot-air blower, treats that rail temperature is stable;
B, turn off 1-2 platform hot-air blower make rail temperature slowly fall back to design fastening-down temperature of rail;
C, open 1-2 platform hot-air blower, make rail temperature be basically stable at design fastening-down temperature of rail;
D, in rail temperature-rise period, with rubber hammer along rail gamut tap rail, it is ensured that Rail stress diffuses uniformly.
Alternatively, the length of described brooder, width and to be correspondingly arranged the most respectively be 222 meters, 2.8 meters and 2 meters, described brooder includes the long shaped skeleton that 6 meters of 37 joint is long, described brooder bone Frame uses square steel to make, and the sectional dimension of described square steel is 6 centimetres * 8 centimetres, described brooder End face and side use hollow bilayer sunlight board to make.
Alternatively, the peak power of described hot-air blower is 30KW, additionally sets in described brooder The electromotor putting 2 200KW is that described hot-air blower is powered.
Advantages of the present invention: the present invention sets up brooder above around track switch, and at brooder Inside arranging hot-air blower is track switch heating, and in temperature ramp de, complete along rail with rubber hammer Scope taps rail and realizes diffusing, and when temperature rises to design fastening-down temperature of rail, locks track switch; Present invention achieves large-scale track switch under winter low temperature environment diffuses locking.
Accompanying drawing illustrates:
Fig. 1 is the flow chart of steps of the embodiment of the present invention.
Detailed description of the invention:
For making the technical problem to be solved in the present invention, technical scheme and advantage clearer, below To be described in detail in conjunction with the drawings and the specific embodiments.
As it is shown in figure 1, in an embodiment of the present invention, it is provided that low temperature environment track switch diffuses lock Fixed construction method, it comprises the following steps:
(1) setting up brooder around track switch, brooder total length is set to 222 meters, and (total length of turnout is 136 meters, first 25 meters of track switch, after track switch 60 meters), brooder width 2.8 meters, brooder height 2 Rice, the specification of brooder is not fixing unique the most here, and the concrete length of brooder is according to road The concrete length of trouble is suitable for adjusting, and the concrete width of brooder is arranged according to length of sleeper;For just In making and copying mechanically, brooder makes 6 meters of long shaped skeletons, totally 37 joint, and complete descendant Work is lifted and is assembled into 222 meters to circuit, and long shaped skeleton uses square steel to make, and square steel cross section is 6 centimetres * 8 centimetres, brooder end face and side all make by hollow bilayer sunlight board, in order to warm Heat up in canopy and make full use of sunlight, bottom brooder, use shoddy cotton to close;
(2) pine track switch fastener pad cylinder: 222m long transmission line, sleeper number is 370, peace Arranging 76 people, every 2 people are 1 group, and every people from group is responsible for the fastener degree of tightness of 10 sleepers, pine After complete, fastener is placed on substrate side.Fastener the most loose complete after, start one cylinder of every 10m pad, For reducing the disturbance to rail as possible, the free vibration of rail, cylinder when diffusing can be met again simultaneously UseRound steel, length 12cm, round steel oiling, pad in-orbit on infrabasal plate;
(3) brooder heats up: through test, and brooder heats up and uses electric heater programming rate slower. Through investigation, brooder heats up and uses hot-air blower, and the power variable of hot-air blower and peak power are 30KW, uses 11 hot-air blowers, about each heated zones 20m.11 hot-air blowers amount to Peak power is 330KW, uses 2,200KW electromotor to provide electric power for hot-air blower.Hot blast The temperature of machine and the size of wind-force are adjustable, and hot-air blower firing rate is fast, and temperature of shed is relatively easy to Controlling, in canopy, maximum temperature can reach about 40 DEG C, and rail temperature reaches as high as about 31 DEG C.If Meter fastening-down temperature of rail is 24 DEG C;
(4) adjust temperature of shed, make rail temperature be stabilized to design fastening-down temperature of rail.According to rail everywhere Temperature, first closes 2-3 platform hot-air blower, makes rail temperature stable, then turns off 1-2 platform hot-air blower and make Rail temperature slowly falls back to design fastening-down temperature of rail, opens 1-2 platform hot-air blower the most again, makes rail Wen Ji This is stable at design fastening-down temperature of rail.In rail temperature-rise period, with rubber hammer along rail gamut Tap rail, it is ensured that rail stress diffuses uniformly;
(5) cylinder is taken: when rail temperature reaches to design fastening-down temperature of rail (24 DEG C), start to take rolling Cylinder, fall rail, adjusts rail, first clasp, checks gauge, checks that tongue is the most upright, will Gauge amendment is up to standard and after confirming tongue Founder, checks and accepts track switch indices, qualified rear tight locking button Part;
(6) locking track switch: treat that the every data target of track switch all reaches standard-required and checks and accepts conjunction Lock track switch after lattice, after first making moment of torsion reach requirement with internal combustion wrench, the most manually use T-shaped Fastener is first made the buckle press of part fastener reach according to the principle every 3 tight 1 by spanner 2 people 1 group Track switch is laid figure and is required the buckle press of (in the middle of spring tongue part leave the right or normal track the end be not more than 1mm). Before track switch completes locking, complete displacement observation stake bury underground.After locking completes, at railroad turnout steel rail On do displacement observation labelling;
(7) complete rail welding before and after track switch, after track switch has locked, start to weld Rail before and after trouble.Rail welding uses exothermic welding.Welding is completed by professional, and strictly holds Row thermit welding process;
(8) removing brooder, after track switch locks, brooder is withdrawn circuit by segmentation.
In a particular embodiment of the present invention, also to enter before setting up brooder step around track switch Row following steps a, track switch are laid;B, big machine are made firm by ramming, big machine make firm by ramming before first to before track switch 25 After rice and track switch, 50 meters of scopes carry out plane and the measurement of higher degree, each 2.5 meters of data points Thering is provided to big machine and make data firm by ramming, when straight stock made firm by ramming by big machine, bent stock manually coordinates by press and track forces Song stock is held level with both hands with straight stock, and with small-sized tamping machine, song stock is consolidated;C, accurate adjustment finishing, greatly Machine measures track forces plane, elevation, level and gauge after making firm by ramming again, if any defective portion Position, is continued finishing by artificial or big machine, until track switch indices reaches the numerical value that specification specifies;
After removing brooder step, it is also performed to following steps wind big gun tightens up fastener, complete Locking eventually, residue fastener wind big gun is tightened up after removing, makes track switch whole fastener button by brooder Pressure is up to standard, completes finally to lock, and clears up track switch with airduct.
The above is the preferred embodiment of the present invention, it is noted that for the art Those of ordinary skill for, on the premise of without departing from principle of the present invention, it is also possible to do Going out some improvements and modifications, these improvements and modifications also should be regarded as protection scope of the present invention.

Claims (4)

1. low temperature environment track switch diffuses the construction method of locking, it is characterised in that it include with Lower step:
(1) brooder is set up around track switch;
(2) pine track switch fastener pad cylinder: all unclamped by described track switch fastener, then will On described roller pad infrabasal plate in-orbit;
(3) described brooder heats up: is equidistantly positioned multiple hot-air blower in described brooder, beats Driving described hot-air blower is that described brooder heats up;
(4) described warm temperature of shed is adjusted;
(5) take cylinder: when rail temperature reaches to design fastening-down temperature of rail, start to take described cylinder, Fall rail, adjust rail, first clasp, check gauge, check tongue the most upright, by gauge Revise up to standard and after confirming tongue Founder, lock described fastener;
(6) locking track switch: treat that the every data target of track switch all reaches standard-required by inspection Track switch is locked after qualified;
(7) rail welding before and after track switch is completed;
(8) brooder is removed.
Low temperature environment track switch the most according to claim 1 diffuses the construction method of locking, It is characterized in that, described adjustment temperature of shed comprises the following steps:
A, basis rail temperature everywhere, first close 2-3 platform hot-air blower, treats that rail temperature is stable;
B, turn off 1-2 platform hot-air blower make rail temperature slowly fall back to design fastening-down temperature of rail;
C, open 1-2 platform hot-air blower, make rail temperature be basically stable at design fastening-down temperature of rail;
D, in rail temperature-rise period, with rubber hammer along rail gamut tap described rail, Ensure that described rail stress diffuses uniformly.
Low temperature environment track switch the most according to claim 1 diffuses the construction method of locking, It is characterized in that, the length of described brooder, width and to be correspondingly arranged the most respectively be 222 meters, 2.8 meters and 2 meters, described brooder includes the long shaped skeleton that 6 meters of 37 joint is long, described brooder bone Frame uses square steel to make, and the sectional dimension of described square steel is 6 centimetres * 8 centimetres, described brooder End face and side use hollow bilayer sunlight board to make.
Low temperature environment track switch the most according to claim 1 diffuses the construction method of locking, It is characterized in that, the peak power of described hot-air blower is 30KW, additionally sets in described brooder The electromotor putting 2 200KW is that described hot-air blower is powered.
CN201610266617.7A 2016-04-26 2016-04-26 Low temperature environment track switch diffuses the construction method of locking Active CN105926385B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610266617.7A CN105926385B (en) 2016-04-26 2016-04-26 Low temperature environment track switch diffuses the construction method of locking

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610266617.7A CN105926385B (en) 2016-04-26 2016-04-26 Low temperature environment track switch diffuses the construction method of locking

Publications (2)

Publication Number Publication Date
CN105926385A true CN105926385A (en) 2016-09-07
CN105926385B CN105926385B (en) 2018-02-09

Family

ID=56837268

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610266617.7A Active CN105926385B (en) 2016-04-26 2016-04-26 Low temperature environment track switch diffuses the construction method of locking

Country Status (1)

Country Link
CN (1) CN105926385B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101469527A (en) * 2007-12-28 2009-07-01 中铁二局股份有限公司 Long rail locking construction method under low temperature condition
RU2399714C1 (en) * 2009-05-19 2010-09-20 Открытое акционерное общество Научно-внедренческий центр "Путевые машины" Method of relieving stress in rail frame of jointless track
CN102359040A (en) * 2011-09-14 2012-02-22 中铁六局集团有限公司 Construction method of adhesive frozen joints for existing railway line steel rail in alpine region
CN103291322A (en) * 2013-05-08 2013-09-11 中铁隧道集团有限公司 Anti-freezing heating method for concrete construction of double-track railway tunnels in winter
CN103397582A (en) * 2013-07-30 2013-11-20 中铁六局集团有限公司 Method for relieving and locking stress on seamless tracks
CN105040534A (en) * 2015-08-20 2015-11-11 中铁六局集团天津铁路建设有限公司 Ultra-large type turnout stress dispersing method in winter

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101469527A (en) * 2007-12-28 2009-07-01 中铁二局股份有限公司 Long rail locking construction method under low temperature condition
RU2399714C1 (en) * 2009-05-19 2010-09-20 Открытое акционерное общество Научно-внедренческий центр "Путевые машины" Method of relieving stress in rail frame of jointless track
CN102359040A (en) * 2011-09-14 2012-02-22 中铁六局集团有限公司 Construction method of adhesive frozen joints for existing railway line steel rail in alpine region
CN103291322A (en) * 2013-05-08 2013-09-11 中铁隧道集团有限公司 Anti-freezing heating method for concrete construction of double-track railway tunnels in winter
CN103397582A (en) * 2013-07-30 2013-11-20 中铁六局集团有限公司 Method for relieving and locking stress on seamless tracks
CN105040534A (en) * 2015-08-20 2015-11-11 中铁六局集团天津铁路建设有限公司 Ultra-large type turnout stress dispersing method in winter

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
王亚周、王文飞: ""地铁高架桥冬季现场移动式钢轨闪光焊接施工技术"", 《2013中国城市轨道交通关键技术论坛文集——高水平地建设城市轨道交通》 *
聂文成: ""无缝线路应力放散及调整分析"", 《中小企业管理与科技》 *

Also Published As

Publication number Publication date
CN105926385B (en) 2018-02-09

Similar Documents

Publication Publication Date Title
EP2805909B1 (en) Heating device
EP2925929B1 (en) Railway sleeper composed of fibre-reinforced stoneware
CN105926385A (en) Construction method for turnout loosening and locking in low temperature environment
CN206458163U (en) A kind of safety guide rail for project of cultivation job site
DE202010001763U1 (en) Holding element for a power generation module
DE102009043940A1 (en) Method for vulcanising vehicle tires with a heating press
DE102020208662A1 (en) Method and device for controlling energy exchanges
CN106760609A (en) Combination assembling correction formula pre-stress fibre sheet material tensioning equipment and its construction method
DE19962891A1 (en) Method and device for cooling hot-rolled profiles
ATE87690T1 (en) METHOD OF RAISING THE EXTERIOR WALLS OF A BUILDING AND A BUILDING.
CN105040534B (en) A kind of ultra-large type track switch destressing in winter method
CN205764626U (en) Prevent the fitting device that longitudinal seam welding of barrel deforms
WO2010060645A1 (en) Co2 emission-free construction material made of co2
US6490745B1 (en) Continuous composite steel girder bridge constructed by applying a temperature gradient and method for constructing the same
DE10032528A1 (en) Method of supplying heat for a building or part of building, involves formation of hydrogen for heating purposes
CN106703433A (en) Prestress fiber sheet combined and assembled tension device and construction method thereof
CN203654096U (en) Track leveling support
CN206509361U (en) It is a kind of continuously to adjust the fixture in school shape gap
JP2000328787A (en) Portable curing system of site execution object
CN213742284U (en) Concrete antifouling formwork for chimney wall construction
DE102022124820B3 (en) Vehicle with at least one electric drive and at least one current collector
CN209518013U (en) A kind of wind-proof sand-fixing apparatus for control of desert
CN107863921A (en) A kind of photovoltaic generation board fixer
CN106337531A (en) High-stability combined latticed column and processing technology thereof
DE102010006566B4 (en) Device for carrying at least solar cells

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant