CN104631226B - Flatcar track cross arranging method - Google Patents

Flatcar track cross arranging method Download PDF

Info

Publication number
CN104631226B
CN104631226B CN201310547257.4A CN201310547257A CN104631226B CN 104631226 B CN104631226 B CN 104631226B CN 201310547257 A CN201310547257 A CN 201310547257A CN 104631226 B CN104631226 B CN 104631226B
Authority
CN
China
Prior art keywords
steel plate
track
wheel
notch
flatcar
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.)
Active
Application number
CN201310547257.4A
Other languages
Chinese (zh)
Other versions
CN104631226A (en
Inventor
施德昌
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.)
MCC5 Group Shanghai Corp Ltd
Original Assignee
MCC5 Group Shanghai Corp 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 MCC5 Group Shanghai Corp Ltd filed Critical MCC5 Group Shanghai Corp Ltd
Priority to CN201310547257.4A priority Critical patent/CN104631226B/en
Publication of CN104631226A publication Critical patent/CN104631226A/en
Application granted granted Critical
Publication of CN104631226B publication Critical patent/CN104631226B/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
    • E01B7/00Switches; Crossings
    • E01B7/28Crossings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B23/00Easily dismountable or movable tracks, e.g. temporary railways; Details specially adapted therefor
    • E01B23/02Tracks for light railways, e.g. for field, colliery, or mine use
    • E01B23/06Switches; Portable switches; Turnouts

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Road Paving Structures (AREA)

Abstract

A flatcar track cross arranging method comprises crossing two tracks, and is characterized by comprising the following steps of a, slotting the two tracks, and b, arranging liner steel plates. The flatcar track cross arranging method has the advantages of simple flatcar track cross arranging structure, convenience in production and low cost; stable flatcar track cross arranging structure, traffic safety, capability of being used permanently, and no need of maintenance.

Description

A kind of flatcar rail junction method to set up
Technical field
The present invention relates to a kind of track construction method, specifically, it is a kind of flatcar rail junction method to set up.
Background technology
Flatcar has the advantages that simple, easy to use, the easy maintenance of structure, large carrying capacity, pollution are few, and it is widely used in Machine manufactures and metallurgical works, crosses across being used as either inside cooperation crane transport weight.But sometimes it is difficult to avoid that same Double track decussation is had on plane, makes troubles to the normal pass of flatcar on two tracks and difficult.
The double track criss-cross fashion of therefore known flatcar has above-mentioned a variety of inconvenience and problem.
Content of the invention
The purpose of the present invention, is to propose a kind of safe and reliable flatcar rail junction method to set up.
For achieving the above object, the technical solution of the present invention is:
A kind of flatcar rail junction method to set up, including two track decussations it is characterised in that comprising the following steps:
A, two tracks are slotted respectively
Rim width according to wheel and flange height determine track width to be cut and depth, make two tracks ten Word crossover location is slotted respectively in orbit, forms notch;
B, setting liner steel plate
The liner steel plate of thickness G T.GT.GT 30mm, the length of the length of steel plate and wide size >=notch, steel plate are set below notch It is respectively welded firmly with the track against side, the pre-embedded bolt on below steel plate and basis carries out plug welding, and upper surface of steel plate Polish flat;Guarantee during described steel plate positioning the upper surface of steel plate to the upper surface distance of track equal to the height of wheel rim, make car Wheel is by being precisely that the external peripheral surface of wheel rim of wheel contacts with the upper surface of steel plate during this track notch.
The flatcar rail junction method to set up of the present invention can also be further achieved by the following technical measures.
Aforesaid method, wherein said liner steel plate is wear-resisting steel plate.
After technique scheme, the flatcar rail junction method to set up of the present invention has the advantage that
1st, flatcar rail junction setting structure is simple, easy to make, low cost;
2nd, flatcar rail junction setting structure is stable, and guarantee driving safety can forever use, and is not required to safeguard.
Brief description
Fig. 1 is the double track criss-cross construction schematic diagram of the embodiment of the present invention;
Fig. 2 is the a-a sectional view in Fig. 1;
Fig. 3 is track and the wheel structure schematic diagram of the embodiment of the present invention.
In figure: 1 the 1st track, 2 the 2nd tracks, 3 steel plates, 4 pre-embedded bolts, 5 tracks, 6 wheels, w1 is the groove of track cutting groove Mouth width, w2 rim width, d1 track depth of cut, d2 flange height.
Specific embodiment
With reference to embodiments and its accompanying drawing illustrates further to the present invention.
Embodiment 1
Referring now to Fig. 1 and Fig. 2, Fig. 1 is the double track criss-cross construction schematic diagram of the embodiment of the present invention, and Fig. 2 is in Fig. 1 A-a sectional view.As illustrated, described 1st track 1 becomes decussation with the 2nd track 2.
Fig. 3 is track and the wheel structure schematic diagram of the embodiment of the present invention.1st track 1 and the 2nd track 2 are in decussation Position makees incomplete disconnection process respectively it is simply that the rim width w2 according to flatcar wheel 6 and flange height d2 determines rail respectively Road width w1 to be cut and track depth of cut d1.Be equivalent to fluting in orbit, this groove is exactly to give way the wheel rim row of wheel Through herein when just pass through, and in the good wear-resisting steel plate 3 of notch underlay, its thickness is 34mm, and the length and width size of steel plate is according to notch Size determine, and be suitably larger than the length of notch and be easy to be connected with track, and be respectively welded with the track against side Firmly, so that steel plate 3 and track 2 are rigidly connected, prevent between the two relative settlement and produce displacement.Steel plate 3 lower section and basis Pre-embedded bolt 4 carry out plug welding, and upper surface of steel plate is polished flat.The effect of the pre-embedded bolt 4 on steel plate 3 lower section and basis It is to ensure that steel plate and the discrepancy in elevation of track 5 keep constant.The upper surface distance of the upper surface of steel plate to track is guaranteed during steel plate 3 positioning Equal to the height of wheel rim, so that wheel is passed through is precisely the external peripheral surface of wheel rim of wheel and the upper table of steel plate during this track notch On face contact, now steel plate replaces track to bear the weight of wheel temporarily, make wheel smoothly by notch.After notch And normal orbit operation can be recovered, and because the upper surface location of the tread in the middle of wheel and track never changes, institute Upper rear track can be travelled exactly by intersecting its tread after notch with wheel, continue normal operation.The wheel of opposite side It is with same principle setting with track, so the wheel of other direction also can pass through.
The present invention has substantive distinguishing features and significant technological progress, and the flatcar rail junction method to set up of the present invention has Flatcar rail junction setting structure is simple, easy to make, low cost peaceful track road Stability Analysis of Structures arranged in a crossed manner, ensures driving peace Full advantage.
Above example is used for illustrative purposes only, rather than limitation of the present invention, about the technology people of technical field Member, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, all equivalent Technical scheme also should belong to scope of the invention, should be limited by each claim.

Claims (2)

1. a kind of flatcar rail junction method to set up, including two track decussations it is characterised in that comprising the following steps:
A, two tracks are slotted respectively
Rim width according to wheel and flange height determine track width to be cut and depth, so that two tracks is handed in cross Vent is put and is slotted in orbit respectively, forms notch;
B, setting liner steel plate
The liner steel plate of thickness G T.GT.GT 30mm is set below notch, the length of the length of steel plate and wide size >=notch, steel plate and tight Track by side is respectively welded firmly, and the pre-embedded bolt on below steel plate and basis carries out plug welding, and upper surface of steel plate is polished Smooth;Guarantee during described steel plate positioning that the upper surface of steel plate arrives the height equal to wheel rim for the upper surface distance of track, make wheel logical The external peripheral surface of wheel rim crossing precisely wheel during this track notch contacts with the upper surface of steel plate.
2. flatcar rail junction method to set up as claimed in claim 1 is it is characterised in that described liner steel plate is abrasion-resistant stee Plate.
CN201310547257.4A 2013-11-08 2013-11-08 Flatcar track cross arranging method Active CN104631226B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310547257.4A CN104631226B (en) 2013-11-08 2013-11-08 Flatcar track cross arranging method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310547257.4A CN104631226B (en) 2013-11-08 2013-11-08 Flatcar track cross arranging method

Publications (2)

Publication Number Publication Date
CN104631226A CN104631226A (en) 2015-05-20
CN104631226B true CN104631226B (en) 2017-01-18

Family

ID=53210427

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310547257.4A Active CN104631226B (en) 2013-11-08 2013-11-08 Flatcar track cross arranging method

Country Status (1)

Country Link
CN (1) CN104631226B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105774826B (en) * 2016-03-11 2018-01-09 中国联合工程公司 Track flat car and seamless intersect steel track with what it was used cooperatively
CN110130157A (en) * 2019-05-24 2019-08-16 高振作 Rail junction barrier free accessibility mechanism
CN113697406A (en) * 2021-08-04 2021-11-26 浙江杭机股份有限公司 Cross track

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008003354B4 (en) * 2008-01-08 2010-05-12 Schreck-Mieves Gmbh Zweigniederlassung Dortmund Intersection of a grooved rail intersection
CN201890244U (en) * 2010-12-03 2011-07-06 宝山钢铁股份有限公司 Rail-crossing device
CN202323585U (en) * 2011-11-16 2012-07-11 新汶矿业集团有限责任公司翟镇煤矿 Cross-shaped rail
CN202466321U (en) * 2012-02-15 2012-10-03 张思超 Cross rail connecting device
CN202953023U (en) * 2012-10-23 2013-05-29 福建天起港口机械有限公司 Novel workshop trolley structure
CN102995505A (en) * 2012-11-01 2013-03-27 於金来 Ground rail device for coal transport
CN203113162U (en) * 2013-03-08 2013-08-07 辽宁鑫丰矿电设备制造有限公司 Rail square crossing quadrangle way
CN203200621U (en) * 2013-04-24 2013-09-18 湖北鑫荣矿业有限公司 Cross-shaped turnout

Also Published As

Publication number Publication date
CN104631226A (en) 2015-05-20

Similar Documents

Publication Publication Date Title
CN104631226B (en) Flatcar track cross arranging method
WO2017096673A1 (en) Beveled-end steel railroad
CN102392397B (en) Highway-railway combined bond weld construction vehicle and application method
CN203996146U (en) A kind of carriage lateral movement car of motor train unit bogie maintenance
CN206337468U (en) A kind of constructing tunnel reinforced temporary track system
CN105415968A (en) Train provided with three kinds of treading faces and two kinds of rims and being capable of running on railways with two kinds of gauges
CN202967401U (en) Conveying vehicle group used for power and free suspended conveying line and provided with supplement wheels in pairs
CN206088770U (en) Hoist is striden from becoming to zero clearance
CN210766200U (en) Groove rail with surfacing structure for rhombic crossed turnout
CN205836825U (en) Railway D type construction beam vertical shift accessory cart
CN202030447U (en) Trolley track structure for bridge crane
CN203741653U (en) Double-throat fixing type acute frog
CN212357835U (en) Novel cross turnout
CN204644820U (en) Protective device built by pavement concrete
CN204738189U (en) F of moderate -low speed magnetic levitation system shaped steel double slit attach fitting
CN209009491U (en) Rotary system
CN103669121A (en) Double-throat fixed type acute frog
CN101017511A (en) Independently rotating wheel tread shape design method of urban light rail vehicle
CN205367490U (en) Track is conversion equipment alternately
CN202830789U (en) Beam moving work platform
CN207955667U (en) Railway KM series heavy-duty freight car special rescuing Overlay
CN207811080U (en) Cross rail structure
CN212404653U (en) Double-rim and single-rim welding type alloy steel frog made of three materials through welding
CN203583307U (en) Steel-structure heavy railway crossing slab
CN202570845U (en) Telescopic up-rolling dolly seam cover plate

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant