CN106988171A - A kind of rail lifting device - Google Patents

A kind of rail lifting device Download PDF

Info

Publication number
CN106988171A
CN106988171A CN201710144052.XA CN201710144052A CN106988171A CN 106988171 A CN106988171 A CN 106988171A CN 201710144052 A CN201710144052 A CN 201710144052A CN 106988171 A CN106988171 A CN 106988171A
Authority
CN
China
Prior art keywords
rail
steel plate
junction steel
hanging junction
lifting device
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
CN201710144052.XA
Other languages
Chinese (zh)
Inventor
黄德亮
徐新育
林智光
张国凤
张达
党茹鹏
郭亿娇
邓寿明
李锦辉
庞伟聪
邱永聪
林基伟
胡媛
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.)
Guangdong Shaogang Engineering Technology Co Ltd
Original Assignee
Guangdong Shaogang Engineering Technology 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 Guangdong Shaogang Engineering Technology Co Ltd filed Critical Guangdong Shaogang Engineering Technology Co Ltd
Priority to CN201710144052.XA priority Critical patent/CN106988171A/en
Publication of CN106988171A publication Critical patent/CN106988171A/en
Pending legal-status Critical Current

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
    • E01B29/04Lifting or levelling of tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00Devices for working the railway-superstructure
    • E01B2203/01Devices for working the railway-superstructure with track
    • E01B2203/015Devices for working the railway-superstructure with track present but lifted

Landscapes

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

Abstract

The present invention relates to a kind of rail lifting device, it is made up of hanging junction steel plate, bolt and crossbeam;Hangers is welded with the middle of its middle cross beam, two ends are welded with peace on steel pipe circle, hangers and hang with hanging junction steel plate, and hanging junction steel plate is worn by bolt to be linked togather, and hanging junction steel plate bottom is used to clamp rail provided with cheicers.In track scale Pass line adjustment operation, use such rail lifting clamping device adjustment fixed road bed rail absolute altitude, because lifting altitude can disposable 180 millimeters of raising, the operating efficiency of plus-minus pad adjustment rail absolute altitude than is originally enhanced about more than once, and, because mechanic jacks have good self-locking property, crossbeam two ends are welded with steel pipe circle and fix jack head, raising rail operation is very safe, because overhaul efficiency is greatly improved, cost can be reduced simultaneously, mitigates operating personnel's labor intensity significantly, there is higher practical and popularizing value.

Description

A kind of rail lifting device
Technical field
The invention belongs to rail installation, maintenance technology field, it is related to a kind of rail lifting device.
Background technology
The levelness of track scale fixed road bed rail directly affects measuring accuracy, in order to ensure measuring accuracy, and splendid steel is annual Four entry and exit factories metering track scales will be carried out with annual overhauls, molten iron scale 2-3 also necessary overhaul once, in annual overhaul, heavy repair task During project construction, the Adjustment precision of rail absolute altitude requires high, and workload is big.Past is, it is necessary to when adjusting absolute altitude, use steel Pricker is tilted by adding and subtracting pad progress rail Pass line adjustment after rail, during this clock method operation, and raising rail needs 6 ~ 8 male members Work is exerted a force with drill rod simultaneously, inefficiency, and security incident is easily gone out in the case that cooperation is bad, a collection of dwarf forms had been purchased later Jack, is placed directly in below rail jack-up rail upwards, due to the unilateral stress of jack, and jack is easy to damage, and The stroke of jack is short, it is impossible to which, disposably by the enough height of rail raising, operating efficiency is still very low.Due to the track scale having Fixed road bed has carried out back-grouting, and dwarf forms jack can not also put rail foot into.Fixed road bed rail Level-adjusting is made Industry inefficiency, labor intensity is big, easily goes out security incident.
The content of the invention
In order to overcome the disadvantages mentioned above of prior art, the present invention provides a kind of rail lifting device, can utilize shearing force Learn principle and safely and efficiently carry out rail lifting operation, improve upkeep operation efficiency.
The technical solution adopted for the present invention to solve the technical problems is:A kind of rail lifting device, by hanging connection steel Plate, bolt and crossbeam composition;Hangers is welded with the middle of its middle cross beam, two ends are welded with peace on steel pipe circle, hangers and hang with hanging connection Steel plate, hanging junction steel plate is worn by bolt to be linked togather, and hanging junction steel plate bottom is used to clamp rail provided with cheicers.
The crossbeam length is 650mm.
The crossbeam is welded with the stiffener plate of 10 millimeters thicks in the middle of very heavy top support, crossbeam.
The hangers thickness is 8 millimeters.
Steel pipe circle model DN80, long 10mm.
The hanging junction steel plate is penetrated provided with perforate for bolt, and suitable hole is kept between hanging junction steel plate Away from.
The hanging junction steel plate wears connection between by the bolt of different model.
The beneficial effects of the invention are as follows:In track scale Pass line adjustment operation, adjusted using such rail lifting clamping device Fixed road bed rail absolute altitude, because lifting altitude can disposable 180 millimeters of raising, plus-minus pad adjusts the operating efficiency of rail absolute altitude Than being enhanced about more than once originally, being additionally, since mechanic jacks has good self-locking property, and crossbeam two ends are welded with steel pipe circle and consolidated Determine jack head, raising rail operation is very safe, because overhaul efficiency is greatly improved, while cost can be reduced, subtracts significantly Light work personnel labor intensity, there is higher practical and popularizing value.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention;
Fig. 2 is side view of the present invention.
1- hangs junction steel plate, 2- bolts, 3- crossbeams, 4- hangers, 5- steel pipe circles, 6- cheicers, 7- jack in figure.
Embodiment
The present invention is further described with reference to the accompanying drawings and examples.
Referring to Fig. 1 and Fig. 2, a kind of rail lifting device is made up of hanging junction steel plate, bolt and crossbeam;It is wherein horizontal Hangers is welded with the middle of beam, two ends are welded with peace on steel pipe circle, hangers and hang with hanging junction steel plate, and hanging junction steel plate is worn by bolt It is linked togather, hanging junction steel plate bottom is used to clamp rail provided with cheicers.
The crossbeam length is 650mm.
The crossbeam is welded with the stiffener plate of 10 millimeters thicks in the middle of very heavy top support, crossbeam.
The hangers thickness is 8 millimeters.
Steel pipe circle model DN80, long 10mm.
The hanging junction steel plate is penetrated provided with perforate for bolt, and suitable hole is kept between hanging junction steel plate Away from.
The hanging junction steel plate wears connection between by the bolt of different model.
In track scale Pass line adjustment operation, fixed road bed rail absolute altitude is adjusted using such rail lifting clamping device, because Lifting altitude can disposable 180 millimeters of raising, the operating efficiency of plus-minus pad adjustment rail absolute altitude than is originally enhanced about more than once, Being additionally, since mechanic jacks has good self-locking property, and crossbeam two ends are welded with steel pipe circle and fix jack head, raising steel Rail operation is very safe, because overhaul efficiency is greatly improved, while cost can be reduced, mitigates operating personnel's labor intensity significantly, There is higher practical and popularizing value.

Claims (7)

1. a kind of rail lifting device, is made up of hanging junction steel plate, bolt and crossbeam;It is characterized in that:In its middle cross beam Between be welded with hangers, two ends are welded with peace on steel pipe circle, hangers and hang with hanging junction steel plate, and hanging junction steel plate is worn by bolt to be associated in Together, hanging junction steel plate bottom is used to clamp rail provided with cheicers.
2. rail lifting device as claimed in claim 1, it is characterised in that:The crossbeam length is 650mm.
3. rail lifting device as claimed in claim 1, it is characterised in that:The crossbeam is welded in the middle of very heavy top support, crossbeam There is the stiffener plate of 10 millimeters thicks.
4. rail lifting device as claimed in claim 1, it is characterised in that:The hangers thickness is 8 millimeters.
5. rail lifting device as claimed in claim 1, it is characterised in that:Steel pipe circle model DN80, long 10mm.
6. rail lifting device as claimed in claim 1, it is characterised in that:The hanging junction steel plate is used for spiral shell provided with perforate Bolt is penetrated, and suitable pitch-row is kept between hanging junction steel plate.
7. rail lifting device as claimed in claim 1, it is characterised in that:The hanging junction steel plate passes through difference between The bolt of model wears connection.
CN201710144052.XA 2017-03-13 2017-03-13 A kind of rail lifting device Pending CN106988171A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710144052.XA CN106988171A (en) 2017-03-13 2017-03-13 A kind of rail lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710144052.XA CN106988171A (en) 2017-03-13 2017-03-13 A kind of rail lifting device

Publications (1)

Publication Number Publication Date
CN106988171A true CN106988171A (en) 2017-07-28

Family

ID=59413237

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710144052.XA Pending CN106988171A (en) 2017-03-13 2017-03-13 A kind of rail lifting device

Country Status (1)

Country Link
CN (1) CN106988171A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705566A (en) * 2020-06-19 2020-09-25 中国五冶集团有限公司 Special tool for adjusting track beam, mounting method and track adjusting method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000327260A (en) * 1999-05-19 2000-11-28 Hokuriku Juki Kogyo Kk Lifting gear
JP2001322794A (en) * 2000-05-17 2001-11-20 Iijima Kiko Kk Holder
CN2858733Y (en) * 2006-01-23 2007-01-17 中铁八局集团有限公司 Small straddle truck for removing and installing rail
CN201077713Y (en) * 2007-08-13 2008-06-25 天津港第一港埠公司 Cramping apparatus and combination sling special for steel rail
CN102756999A (en) * 2012-07-06 2012-10-31 贵州永润煤业有限公司 Convenient and fast hydraulic support lifting device
RU2484195C1 (en) * 2011-12-05 2013-06-10 Анатолий Николаевич Шилкин Rail clamp
CN203754232U (en) * 2013-12-25 2014-08-06 中色十二冶金建设有限公司 Simple steel rail lifting tool
CN204455842U (en) * 2015-02-10 2015-07-08 中国十九冶集团有限公司 Bridge precast beam plate plays roof beam structure
CN105628361A (en) * 2015-12-29 2016-06-01 中国神华能源股份有限公司 Fastener buckling pressure test device and method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000327260A (en) * 1999-05-19 2000-11-28 Hokuriku Juki Kogyo Kk Lifting gear
JP2001322794A (en) * 2000-05-17 2001-11-20 Iijima Kiko Kk Holder
CN2858733Y (en) * 2006-01-23 2007-01-17 中铁八局集团有限公司 Small straddle truck for removing and installing rail
CN201077713Y (en) * 2007-08-13 2008-06-25 天津港第一港埠公司 Cramping apparatus and combination sling special for steel rail
RU2484195C1 (en) * 2011-12-05 2013-06-10 Анатолий Николаевич Шилкин Rail clamp
CN102756999A (en) * 2012-07-06 2012-10-31 贵州永润煤业有限公司 Convenient and fast hydraulic support lifting device
CN203754232U (en) * 2013-12-25 2014-08-06 中色十二冶金建设有限公司 Simple steel rail lifting tool
CN204455842U (en) * 2015-02-10 2015-07-08 中国十九冶集团有限公司 Bridge precast beam plate plays roof beam structure
CN105628361A (en) * 2015-12-29 2016-06-01 中国神华能源股份有限公司 Fastener buckling pressure test device and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705566A (en) * 2020-06-19 2020-09-25 中国五冶集团有限公司 Special tool for adjusting track beam, mounting method and track adjusting method

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PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170728