CN108708227A - Adaptive superelevation sleeper - Google Patents

Adaptive superelevation sleeper Download PDF

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Publication number
CN108708227A
CN108708227A CN201810736163.4A CN201810736163A CN108708227A CN 108708227 A CN108708227 A CN 108708227A CN 201810736163 A CN201810736163 A CN 201810736163A CN 108708227 A CN108708227 A CN 108708227A
Authority
CN
China
Prior art keywords
sleeper
idler wheel
roller shaft
shaft
superelevation
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.)
Pending
Application number
CN201810736163.4A
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Chinese (zh)
Inventor
雷晓燕
邹志龙
陈勇
朱勇
张鹏飞
黄超华
付宏松
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.)
East China Jiaotong University
Original Assignee
East China Jiaotong 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 East China Jiaotong University filed Critical East China Jiaotong University
Priority to CN201810736163.4A priority Critical patent/CN108708227A/en
Publication of CN108708227A publication Critical patent/CN108708227A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

A kind of adaptive superelevation sleeper, it is characterized in that, upper sleeper, one end of lower sleeper are connected by shaft, upper sleeper, lower sleeper the opposite face of the other end on be respectively equipped with upper idler wheel channel and bottom roller slot, hoisting system is installed between upper idler wheel channel, bottom roller slot, hoisting system is made of bolt, supporting rod, idler wheel, roller shaft, it is connected with bolt in the middle part of two crossed longitudinally supporting rods, the upper and lower end parts of supporting rod are flexibly connected with roller shaft, simultaneously on roller shaft, idler wheel contacts idler wheel with upper idler wheel channel, bottom roller slot;The roller shaft of inner terminal is fixed by upper idler wheel channel, the limit of bottom roller slot inward flange, and the roller shaft of outermost end is connect with the thrustor being located on lower sleeper.The adaptive superelevation sleeper of the present invention, can effectively solve the defect present in existing cant setting method, substantially reduce the maintenance workload of railway, and can improve the abnormal abrasion of rail, ensure circuit smooth-going and improve passenger's comfort and travel safety.

Description

Adaptive superelevation sleeper
Technical field
The present invention relates to railway traffic equipment, especially a kind of adaptive superelevation sleeper.
Background technology
On curved section when driving, due to inertial centrifugal force effect, the dead weight of rolling stock can focus on outside rolling stock On stock rail, the pressure of foreign stock rail is increased, leads to phenomena such as passenger generates uncomfortable or displacement of goods occur.Therefore handle is needed High rail is suitably raised, and so that its own gravity of rolling stock is generated an inside horizontal component, to offset inertial centrifugal Power, reaching makes inside and outside two strands of forces acted on rail uniformly with vertical abrasion equalization, improve stability and the safety of circuit.
China mainly has outer rail to improve two methods of method and wire center height not political reform when superelevation of outer rail is arranged.Mesh It is preceding it is widely used be that outer rail improves method, that is, keep internal rail absolute altitude constant and only raise outer rail.When superelevation of outer rail value is arranged, adopt It is calculated with formula, refers to by the average speed of each secondary train of curve in formula, be sweep, on both wired, average speed It is to be calculated by the speed and weight of consideration every train of diel;When new line designs, average speed is direct line taking 0.8 times of road highest desin speed, therefore each curved section of actual track can only be arranged according to a determining average speed Unique corresponding superelevation of outer rail fixed value.But during actually runing, operation that different trains pass through the curved section Speed is different, thus the centrifugal force that train generates also differs, and when train speed is more than average speed, curve sets super in fact Height is not enough to the effect of equilibrium centrifugation power, and superelevation is owed to generate;Conversely, being then superelevation.In this periodical train load Under effect, the bad phenomenons such as damaged, the abnormal abrasion of rail of sleeper crush-cutting, concrete crosstie shoulder block easily occur for 3 in Curve Segment, accelerate The deterioration of line status increases 3 in Curve Segment track maintenance and repair workload, and even traffic safety is threatened when serious.
Invention content
It is an object of the invention to provide one kind can automatic adjusument superelevation of outer rail, reduce maintenance workload, protect It demonstrate,proves circuit smooth-going and improves the adaptive superelevation sleeper of passenger's comfort and traffic safety.
The adaptive superelevation sleeper of the present invention, including sleeper, which is characterized in that sleeper is divided into sleeper, lower sleeper, upper rail Pillow, one end of lower sleeper are connected by shaft, and shaft is located in lower sleeper, immovable to rotate, and upper sleeper can be around the shaft Rotation;Upper sleeper, lower sleeper the opposite face of the other end on be respectively equipped with upper idler wheel channel and bottom roller slot, upper idler wheel channel, lower rolling Hoisting system is installed, hoisting system is made of bolt, supporting rod, idler wheel, roller shaft, crossed longitudinally two supports between race It is connected with bolt in the middle part of bar, the upper and lower end parts of supporting rod are flexibly connected with roller shaft, and idler wheel on roller shaft, rolls simultaneously Together by multiple rows of crossed longitudinally supporting rod parallel series, idler wheel contacts wheel shaft with upper idler wheel channel, bottom roller slot;Inner terminal Roller shaft is fixed by upper idler wheel channel, the limit of bottom roller slot inward flange, and the roller shaft of outermost end and the pushing tow being located on lower sleeper fill Connection is set, the oil cylinder pushing hoisting system of thrustor makes sleeper rotate around the axis, to be lifted upper sleeper.
The adaptive superelevation sleeper of the present invention is the principle that can be rotated upwardly and downwardly under hoisting system effect using upper sleeper, According to the different actually required superelevation values of running speed automatic adjusument train, operation principle is,
Pushing tow by thrustor and outer drawing, make hoisting system be moved back and forth in slot, and supporting rod angle of inclination increases therewith Or reduce so that upper sleeper is rotated upwardly and downwardly around the shaft positioned at lower sleeper, to reach increase and reduce foreign stock rail absolute altitude Purpose the actual motion speed of train is transmitted to by speed measuring device when train also has certain distance apart from point of tangent to spiral Central processing unit is computed rear thrustor real-time pushing tow respective horizontal distance and then adjusting superelevation of outer rail again, reaches row Superelevation value needed for vehicle completes the automatic adjustment of the adaptive superelevation of outer rail.
The adaptive superelevation sleeper of the present invention, can effectively solve the defect present in existing cant setting method, significantly The maintenance workload of railway is reduced, and the abnormal abrasion of rail can be improved, ensure circuit smooth-going and improves passenger's comfort With travel safety.
Description of the drawings
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the component home schematic diagram of Fig. 1;
1, rail, 2, shaft, 3, upper sleeper, 4, upper idler wheel channel, 5, thrustor, 6, bolt, 7, supporting rod, 8, bottom roller slot, 9, idler wheel, 10, roller shaft, 11, lower sleeper.
Specific implementation mode
A kind of adaptive superelevation sleeper, including sleeper, which is characterized in that sleeper is divided into sleeper 3, lower sleeper 11, upper rail Pillow 3, one end of lower sleeper 11 are connected by shaft 2, and shaft 2 is located in lower sleeper 11, and upper sleeper 3 can 2 rotation around the shaft;Upper rail Pillow 3, the other end of lower sleeper 11 are respectively equipped with upper idler wheel channel 4 and bottom roller slot 8, upper idler wheel channel 4, bottom roller slot on opposite face Hoisting system is installed, hoisting system is made of bolt 6, supporting rod 7, idler wheel 9, roller shaft 10, crossed longitudinally two branch between 8 7 middle part of strut is connected with bolt 6, and the upper and lower end parts of supporting rod 7 are flexibly connected with roller shaft 10, and idler wheel 9 is simultaneously mounted on rolling On wheel shaft 10, roller shaft 10 by multiple rows of crossed longitudinally 7 parallel series of supporting rod together, idler wheel 9 and upper idler wheel channel 4, lower rolling Race 8 contacts;The roller shaft 10 of inner terminal is fixed by upper idler wheel channel 4, the limit of 8 inward flange of bottom roller slot, the roller shaft of outermost end 10 connect with the thrustor 5 being located on lower sleeper 11, and the oil cylinder pushing hoisting system of thrustor 5 makes sleeper 3 around the shaft Rotation.

Claims (1)

1. a kind of adaptive superelevation sleeper, including sleeper, it is characterised in that:Sleeper is divided into sleeper(3), lower sleeper(11), on Sleeper(3), lower sleeper(11)One end pass through shaft(2)It is connected, shaft(2)It is located at lower sleeper(11)In;Upper sleeper(3), under Sleeper(11)The opposite face of the other end on be respectively equipped with upper idler wheel channel(4)With bottom roller slot(8), upper idler wheel channel(4), bottom roller Slot(8)Between hoisting system is installed, hoisting system is by bolt(6), supporting rod(7), idler wheel(9), roller shaft(10)Composition, it is longitudinal Two supporting rods intersected(7)Middle part bolt(6)It is connected, supporting rod(7)Upper and lower end parts and roller shaft(10)Activity is even It connects, idler wheel(9)It is mounted on roller shaft simultaneously(10)On, idler wheel(9)With upper idler wheel channel(4), bottom roller slot(8)Contact;Inner terminal Roller shaft(10)By upper idler wheel channel(4), bottom roller slot(8)Inward flange limit is fixed, the roller shaft of outermost end(10)Be located at Lower sleeper(11)On thrustor(5)Connection.
CN201810736163.4A 2018-07-06 2018-07-06 Adaptive superelevation sleeper Pending CN108708227A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810736163.4A CN108708227A (en) 2018-07-06 2018-07-06 Adaptive superelevation sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810736163.4A CN108708227A (en) 2018-07-06 2018-07-06 Adaptive superelevation sleeper

Publications (1)

Publication Number Publication Date
CN108708227A true CN108708227A (en) 2018-10-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810736163.4A Pending CN108708227A (en) 2018-07-06 2018-07-06 Adaptive superelevation sleeper

Country Status (1)

Country Link
CN (1) CN108708227A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112695572A (en) * 2020-12-25 2021-04-23 华东交通大学 Sleeper

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201850479U (en) * 2010-11-19 2011-06-01 中铁十七局集团有限公司铺架分公司 Assembly platform for broad sleeper track arrival and departure track panel
JP2014088680A (en) * 2012-10-29 2014-05-15 Tokyu Corp Method for changing cant of rail track, and special tie-plate for changing cant of rail track
CN105329803A (en) * 2014-08-07 2016-02-17 深圳市凯卓立液压设备有限公司 Vehicle-mounted flow type automobile maintenance lifting machine
CN106498812A (en) * 2016-11-09 2017-03-15 中铁局集团天津建设工程有限公司 A kind of high ferro bend track and its construction method
CN107059508A (en) * 2016-09-13 2017-08-18 中铁三局集团线桥工程有限公司 Aid in the support rail of TCM60 track-laying machines heavy grade construction and the support of pillow
CN107558310A (en) * 2017-10-23 2018-01-09 王智勇 Can in dynamic regulation outer rail difference in height bend wheel track
CN208379345U (en) * 2018-07-06 2019-01-15 华东交通大学 Adaptive superelevation sleeper

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201850479U (en) * 2010-11-19 2011-06-01 中铁十七局集团有限公司铺架分公司 Assembly platform for broad sleeper track arrival and departure track panel
JP2014088680A (en) * 2012-10-29 2014-05-15 Tokyu Corp Method for changing cant of rail track, and special tie-plate for changing cant of rail track
CN105329803A (en) * 2014-08-07 2016-02-17 深圳市凯卓立液压设备有限公司 Vehicle-mounted flow type automobile maintenance lifting machine
CN107059508A (en) * 2016-09-13 2017-08-18 中铁三局集团线桥工程有限公司 Aid in the support rail of TCM60 track-laying machines heavy grade construction and the support of pillow
CN106498812A (en) * 2016-11-09 2017-03-15 中铁局集团天津建设工程有限公司 A kind of high ferro bend track and its construction method
CN107558310A (en) * 2017-10-23 2018-01-09 王智勇 Can in dynamic regulation outer rail difference in height bend wheel track
CN208379345U (en) * 2018-07-06 2019-01-15 华东交通大学 Adaptive superelevation sleeper

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
薛丽萍;: "铁路曲线的病害原因分析及整治", 机械管理开发, no. 03 *
陈旭: "曲线超高在铁路工程设计中的关键影响", 铁道工程学报, no. 11, pages 6 - 12 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112695572A (en) * 2020-12-25 2021-04-23 华东交通大学 Sleeper

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