CN101057037B - Machine and method for transporting track switches - Google Patents

Machine and method for transporting track switches Download PDF

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Publication number
CN101057037B
CN101057037B CN2005800109003A CN200580010900A CN101057037B CN 101057037 B CN101057037 B CN 101057037B CN 2005800109003 A CN2005800109003 A CN 2005800109003A CN 200580010900 A CN200580010900 A CN 200580010900A CN 101057037 B CN101057037 B CN 101057037B
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CN
China
Prior art keywords
framework
running
track switch
machinery
axis
Prior art date
Application number
CN2005800109003A
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Chinese (zh)
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CN101057037A (en
Inventor
约瑟夫·陶依尔
曼弗雷德·布鲁宁格
Original Assignee
弗兰茨普拉塞铁路机械工业股份有限公司
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
Priority to AT0061004A priority Critical patent/AT500047B8/en
Priority to ATA610/2004 priority
Application filed by 弗兰茨普拉塞铁路机械工业股份有限公司 filed Critical 弗兰茨普拉塞铁路机械工业股份有限公司
Priority to PCT/EP2005/050167 priority patent/WO2005098138A1/en
Publication of CN101057037A publication Critical patent/CN101057037A/en
Application granted granted Critical
Publication of CN101057037B publication Critical patent/CN101057037B/en

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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
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/02Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings

Abstract

A machine for transporting and laying track switches has a switch carrier that can be supported on a track or a ballast bed, on the end thereof, by a rail or track-laying gear. The switch carrier has a central carrier section connected with winches, and two end carrier sections that are mounted on the gear carrier and are respectively connected to the central carrier section in an articulated manner by a carrier joint. The two end carrier sections can be pivoted about a gear axis, which is parallel to a carrier axis of the carrier joint and at a distance from the same, in relation to the gear carrier, by way of a rotational drive.

Description

Be used to transport the machinery and the method for track switch

Technical field

The present invention relates to a kind of transporting and laying a switch is used on railway roadbed machinery, it has one and is equipped with rope capstan winch and the track switch framework that is connected the fastening devices that track switch uses, and the end of this track switch framework can be bearing on track or the railway roadbed by rail travelling mechanism and crawler belt running mechanism respectively.

The invention still further relates to a kind of transporting and laying a switch is used on railway roadbed machinery, it has a track switch framework that be equipped with to connect the fastening devices that track switch uses, and the end of this track switch framework can be bearing on track or the railway roadbed by rail travelling mechanism and crawler belt running mechanism respectively.

The invention still further relates to a kind of transporting and the method for laying a switch (2).

Background technology

A kind ofly transport track switch and track switch is laid on the machinery of using on the railway roadbed by US 4249467 is known.The every end of track switch framework at supporting track switch has two rail travelling mechanisms to link to each other with the track switch framework with a crawler belt running mechanism.

By DE 2313055, DE 3419205, FR 2325765 and DE 3419240 also cicada other similarly machinery.

Summary of the invention

Technical problem to be solved by this invention is to provide a kind of machinery of the above-mentioned type, utilizes it more many-sided use to be arranged in conjunction with the various conditions in building site.

According to the present invention, this technical problem is solved by improving the described machinery of preamble.Machinery according to the present invention is characterised in that: a) rail travelling mechanism and crawler belt running mechanism link together with common running mechanism framework respectively, b) the track switch framework is made up of a framework mid portion that is connected with the rope capstan winch and two framework end portions, the end of framework end portion is hinged by framework joint and this framework mid portion respectively, and be contained on the running mechanism framework, c) each that makes two framework end portions with rotating driving device is rotated with respect to the running mechanism framework around a framework axis that is parallel to the framework joint and with framework joint running mechanism axis separated by a distance.

And, this technical problem is also solved by improving the described machinery of preamble in this wise: a) rail travelling mechanism and crawler belt running mechanism link together with common running mechanism framework respectively, b) the track switch framework is made up of a framework mid portion that is connected with track switch and two framework end portions, the end of framework end portion is hinged by framework joint and framework mid portion respectively, c) each part in two framework end portions can around one along the pivot axis of framework longitudinal extension be contained on the running mechanism framework and and link to each other with device of rotation driving so that can rotate with framework mid portion and track switch.

The invention still further relates to a kind of method of transporting with laying a switch, track switch one with respect to horizontal plane around the framework fore-and-aft tilt and with the track switch framework rigidly connected transporting position of overhang bracket on rail travelling mechanism, utilize rail travelling mechanism to drive towards the building site, be turned back to the paving location of level there, the method is characterized in that: the track switch framework that is positioned at the track switch top leaves the certain distance of rail travelling mechanism together with the track switch edge perpendicular to framework laterally moves longitudinally, and track switch is lowered on the railway roadbed under the situation of vertically leaving the track switch framework then.

Adopt this form of structure both can in an advantageous manner track switch be delivered to the building site from manufactory, track switch can be laid on the railway roadbed again; And need not to use special portal jib crane or similar devices.But utilize the three joint form of structure of track switch framework and the turning quality of end sections thereof, just can guarantee, in the tunnel, also successfully put down track switch in the space-constrained building site.

Other advantage of the present invention and form of structure can be referring to other claim and accompanying drawings.

Description of drawings

Hereinafter will utilize illustrated structure example further to illustrate the present invention.

In the accompanying drawing,

Fig. 1 and Fig. 2 are respectively the lateral view of two and half ones that transport the machinery of using with laying a switch,

Fig. 3 and Fig. 4 are respectively among Fig. 1 and Fig. 2 the profile along line of cut III and IV,

Fig. 5 is the vertical view of this machinery part,

Fig. 6 is another structural concept.

The specific embodiment

Machinery 1 has an elongated beam type track switch framework 3 shown in Fig. 1 and 2, is used to transport track switch 2.Framework is made up of with the framework end portion 6 that this framework mid portion links to each other with framework joint 5 respectively with two the framework mid portion 4 of a supporting track switch 2.Described framework mid portion and framework end portion be contained in respectively one with two rail travelling mechanisms 7 and running mechanism framework 9 that crawler belt running mechanism 8 in the middle of being positioned at described rail travelling mechanism links to each other on.Crawler belt running mechanism 8 can utilize rotating driving device 10 to rotate around running mechanism axis 11, and what be equipped with also simultaneously that motor 12 provides kinetic energy walks horizontal drive device 13.Each rail travelling mechanism 7 utilizes drive unit 14 to regulate height to running mechanism framework 9 along centrepin axis 15.There is a height-adjustable jack 36 to be fixed on the running mechanism framework 9 between rail travelling mechanism 7 and the crawler belt running mechanism 8 respectively.

As shown in Figure 3 and Figure 4, on framework mid portion 4, have along framework vertical, axis 20 tandem rope capstan winches 16 longitudinally exactly, this rope capstan winch links to each other with the fastening devices 17 of crossbeam 18 forms in couples by rope 19.There is a hole 21 centre of each crossbeam 18 (see figure 4), is used to admit with framework mid portion 4 link to each other and centring pin 22 separated by a distance with it.A hook 25 of the location hook 23 that links to each other with crossbeam 18 can be below the horizontal direction vertical with vertical 20 of framework be shifted an one steel rail 24 of track switch 2 onto.

Shown in Fig. 3,4 and 5, framework end portion 6 is installed on the rotation framework 27 that links to each other with running mechanism framework 9, and can be around one along pivot center 26 rotations longitudinally of framework end portion.In order to rotate, there is a device of rotation driving 28 to be equipped with framework end portion 6 and rotation framework 27.Pivot center 26 is positioned at the centre of a running mechanism axis 29 of crawler belt running mechanism 8.Rotational angle α (see figure 4) is subjected to the restriction of transporting position shown in the chain-dotted line on the one hand, is subjected to the restriction of framework end portion 6 paving locations on the other hand.There is a framework axis 30 (seeing Fig. 1, Fig. 2) that is parallel to running mechanism axis 11 in framework joint 5 when paving location.Distance between framework axis 30 and the running mechanism axis 11 is greater than the distance of running mechanism axis to centrepin axis 15.

As shown in Figure 6, also can select to make framework joint 5 vertical 20 separated by a distance along framework with respect to running mechanism axis 11 with the retractable driving device 31 that is contained in framework end portion 6.Framework end portion 6 extends a counterweight part 32 along the direction that framework 30 leads to running mechanism axis 11.This part utilizes drive unit 33 can make it to leave pivot center 26 1 segment distances, to improve the effect of counterweight performance.

Hereinafter will further introduce the operating principle of machinery 1:

In order to load and transport the track switch 2 that is positioned at track 34 next doors in manufactory, machinery 1 with having rotated 90 ° crawler belt running mechanism 8 along the horizontal traveling of track, is positioned at track switch 2 tops up to track switch framework 3 under the situation that rail travelling mechanism 7 lifts.Utilize device of rotation driving 10 and the rotation of framework end portion 6 that interrelates with it, just can change the position of framework mid portion 4 at any time, make it to be centered in more accurately the top of track switch 2.Starting rope capstan winch 16 is fallen fastening devices 17, exactly falls crossbeam 18, then hook 25 is pushed below the rail 24 and gives anchoring.After this lift track switch 2 with rope capstan winch 16, penetrate the hole 21 of each crossbeam 18 automatically up to centring pin 22, and this centring pin is pressed on the bottom surface of framework mid portion 4.

With this very simple, without any need for the method for back work the track switch 2 of tensioning is rigidly connected with track switch framework 3: use crawler belt running mechanism 8 to reach track 34 then along laterally (auxiliary use suitable slope) of track.After utilizing drive unit 14 to fall rail travelling mechanism 7, under the situation that crawler belt running mechanism 8 rises, rail travelling mechanism 7 is fallen on the track 34.Starting two device of rotation driving 28 changes into track switch 2 and becomes 60 ° incident angle (see figure 3) with horizon together with track switch framework 3.The very long sleeper of track switch 2 also can also be positioned in the structure clearance figure like this.Particularly run into little orbital curve or run into noisy obstacle, can utilize drive unit 37 to make and produce horizontal moving between running mechanism framework 9 and the framework end portion 6, to adapt to narrow place.

Arrival is unloaded after the building site with laying a switch 2, track switch 2 is turned back to the paving location (see figure 4) of level together with track switch framework 3.If desired track switch 2 directly is discharged at track 34 next doors, just start rotating driving device 10, framework end portion 6 is rotated around running mechanism axis 11, thereby framework mid portion 4 is moved along the horizontal of track together with track switch 2, up to whole tracks 34 (Fig. 5) on one side that are positioned at of track switch 2.

Starting rope capstan winch 16 is placed on track switch on the railway roadbed 35, and also available simultaneously rotating driving device 10 is adjusted accurately to the position at any time.Track switch 2 is unclamped hook 25 after being placed on the railway roadbed 35, it is laterally moved and lifts along crossbeam 18, so that penetrate centring pin 22.

If run into this situation, the final position that is exactly track switch 2 is not located immediately at track 34 on one side, just can be under the situation that rises track running mechanism 7.Machinery 1 is placed on two crawler belt running mechanisms 8 that rotated 90 °, then with walking the horizontal traveling of horizontal drive device 13, up to reaching the position of unloading along track.Meanwhile can corresponding starting rotating driving device 10, alleviate the work of correct location, the particularly location when narrower tunnel environment of track switch 2 greatly.

Forward the transhipment of track 34 in order to alleviate machinery 1 to from railway roadbed 35, jack 36 is withstood on (Fig. 2) on the framework end portion 6.Like this, the rail mechanism 7 of front just can not established the slope and successfully drops on the track 34 on the direction of travel.After the starting drive unit 14, rail travelling mechanism 7 is promptly fallen, simultaneously also corresponding rise crawler belt running mechanism 8.

Use according to the invention mechanical 1, just can unhinderedly on the track of a routine, transport track switch in an advantageous manner, also can successfully track switch 2 be put on its paving location, and need not to do any repacking work and extra installation apparatus from the conversion that is transported to laying.Use outside the rope capstan 16 divided by advantageous manner, utilize centring pin 22 can be open-and-shut, rapidly and effective method links together track switch framework 3 and track switch 2 so that under the state that tilts, transport track switch reliably.When arriving the building site, track switch 2 can be put down immediately, and avoids fully bringing dangerous heavy repacking work greatly because of weight.Rotate framework end portion 6 slightly, just can be in putting down process accurate correction position and reach the accurate laying of track switch at any time.Because track switch framework 3 is stretched in track switch 2 with simply being rigidly connected, thereby can successfully laterally deliver to the laying place avoiding producing track switch being met with stresses and bringing greatly under the dangerous situation of shaking because of weight from track 34.

As shown in Figure 6, can prolong framework end portion 6 with drive unit 31 selectively.Equally can be with the distance between drive unit 33 increasing counterweight part 32 and the running mechanism axis 11, to improve the weight of counterweight.Also can select framework joint 5 is also made the form of universal joint, make the framework mid portion 4 and framework end portion 6 activity in all directions that are connected with each other.

Claims (16)

1. machinery that transports and go up laying a switch (2) usefulness at railway roadbed (35), it has a track switch framework (3) that is equipped with rope capstan winch (16) and the fastening devices (17) that is connected track switch (2) usefulness, and the end of this track switch framework can be bearing on track (34) or the railway roadbed (35) by rail travelling mechanism (7) and crawler belt running mechanism (8) respectively.This machinery is characterised in that:
A) rail travelling mechanism and crawler belt running mechanism (7,8) use common running mechanism framework (9) to link together respectively,
B) track switch framework (3) is made up of a framework mid portion (4) that is connected with rope capstan winch (16) and two framework end portions (6), the end of framework end portion is hinged by framework joint (5) and this framework mid portion (4) respectively, and be contained on the running mechanism framework (9)
C) each that makes two framework end portions (6) with rotating driving device (10) is rotated with respect to running mechanism framework (9) around a framework axis (30) that is parallel to framework joint (5) and with framework joint running mechanism axis (11) separated by a distance.
2. according to the machinery of claim 1, it is characterized in that: each framework end portion (6) links to each other with device of rotation driving (28), so that rotate with respect to running mechanism framework (9) around a pivot center (26) along framework vertical (20).
3. machinery that transports and go up laying a switch (2) usefulness at railway roadbed (35), it has a track switch framework (3) that is equipped with the fastening devices (17) that connects track switch (2) usefulness, the end of this track switch framework can be bearing on track (34) or the railway roadbed (35) by rail travelling mechanism (7) and crawler belt running mechanism (8) respectively, and this machinery is characterised in that:
A) rail travelling mechanism and crawler belt running mechanism (7,8) use common running mechanism framework (9) to link together respectively,
B) track switch framework (3) is made up of a framework mid portion (4) that is connected with track switch (2) and two framework end portions (6), and the end of framework end portion is hinged by framework joint (5) and framework mid portion (4) respectively,
C) each part in two framework end portions (6) can be contained in rotationally on the running mechanism framework (9) and with device of rotation driving (28) around a pivot center (26) that extends along framework vertical (20) and link to each other, so that can rotate with framework mid portion (4) and track switch (2).
4. according to the machinery of claim 2 or 3, it is characterized in that: pivot center (26) is positioned at the center of the running mechanism axis (11) of rail travelling mechanism (7).
5. according to the machinery of claim 2 or 3, it is characterized in that: each framework end portion (6) be contained in one with rotation framework (27) that running mechanism framework (9) links to each other on, wherein with rotate the running mechanism framework (9) that framework (27) joins can be around running mechanism axis (11) rotation, and device of rotation driving (28) one ends are fixed on the framework end portion (6), and the other end is fixed on and rotates on the framework (27).
6. according to the machinery of claim 5, it is characterized in that: framework end portion (6) is defined as 60 ° around the angle of rotation α of pivot center (26).
7. according to the machinery of claim 1 or 3, it is characterized in that: framework joint (5) can increase the distance of being separated by with respect to running mechanism axis (11) by the retractable driving device (31) that is positioned on the framework end portion (6) along vertical (20) of framework.
8. according to the machinery of claim 1 or 3, it is characterized in that: the framework axis (30) of framework end portion (6) and the distance between the running mechanism axis (11) are greater than the distance between running mechanism axis (11) and rail travelling mechanism (7) the centrepin axis (15).
9. according to the machinery of claim 1 or 3, it is characterized in that: framework end portion (6) extends a counterweight part (32) along the direction that framework axis (30) leads to running mechanism axis (11).
10. according to the machinery of claim 9, it is characterized in that: can increase distance between counterweight part (32) and the running mechanism axis (11) by a drive unit.
11. machinery according to claim 1 or 3, it is characterized in that: some, each fastening devicess (17) of with a pair of rope capstan winch (16) being connected tandem along framework vertical (20) are arranged, and fastening devices porose (21) respectively is used for admitting the centring pin (22) that stretches out from framework mid portion (4).
12. the machinery according to claim 11 is characterized in that: each fastening devices (17) along perpendicular to framework vertically (20) mobile location hook (23) laterally is housed, it has a hook (25) that can stretch into below track switch (2) rail (24).
13. the machinery according to claim 1 or 3 is characterized in that: crawler belt running mechanism (8) is positioned between two rail travelling mechanisms (7).
14. the machinery according to claim 1 or 3 is characterized in that: utilize drive unit (14) can regulate the height of rail travelling mechanism (7) with respect to running mechanism framework (9).
15. the machinery according to claim 1 or 3 is characterized in that: the jack (36) that can regulate height is arranged between framework end portion (6) and the running mechanism framework (9), be used to make the distance location.
16. one kind is transported and the method for laying a switch (2), track switch one with respect to horizontal plane around framework vertically (20) tilt and with track switch framework (3) the rigidly connected transporting position of overhang bracket on rail travelling mechanism (7), utilize rail travelling mechanism (7) to drive towards the building site, be turned back to the paving location of level there, the method is characterized in that: the track switch framework (3) that is positioned at track switch (2) top leaves the certain distance of rail travelling mechanism (7) together with track switch (2) edge perpendicular to laterally moving of framework vertical (20), and track switch (2) is being lowered under the situation of vertically leaving track switch framework (3) on the railway roadbed (35) then.
CN2005800109003A 2004-04-07 2005-01-17 Machine and method for transporting track switches CN101057037B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT0061004A AT500047B8 (en) 2004-04-07 2004-04-07 Machine for transporting soft and processes
ATA610/2004 2004-04-07
PCT/EP2005/050167 WO2005098138A1 (en) 2004-04-07 2005-01-17 Machine and method for transporting points

Publications (2)

Publication Number Publication Date
CN101057037A CN101057037A (en) 2007-10-17
CN101057037B true CN101057037B (en) 2011-09-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2005800109003A CN101057037B (en) 2004-04-07 2005-01-17 Machine and method for transporting track switches

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US (1) US20070022898A1 (en)
EP (1) EP1738028B1 (en)
JP (1) JP2007532801A (en)
CN (1) CN101057037B (en)
AT (2) AT500047B8 (en)
AU (1) AU2005231976B2 (en)
CA (1) CA2556312C (en)
DE (1) DE502005006469D1 (en)
DK (1) DK1738028T3 (en)
EA (1) EA008547B1 (en)
ES (1) ES2320244T3 (en)
PL (1) PL1738028T3 (en)
WO (1) WO2005098138A1 (en)

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AT505403B1 (en) * 2007-06-19 2009-01-15 Plasser Bahnbaumasch Franz Machine for receiving and storing small irons of a track and process
GB2453754A (en) * 2007-10-17 2009-04-22 W & D Mcculloch Apparatus and methods for handling railway rails and ancillary components
US9121140B2 (en) * 2011-02-09 2015-09-01 Robert B. Conner, Jr. Low profile material handling system
FR3025226B1 (en) * 2014-09-02 2016-12-16 Soc Nat Des Chemins De Fer Francais Sncf SYSTEM AND METHOD FOR TRANSPORTING EQUIPMENT
FR3025227A1 (en) * 2014-09-02 2016-03-04 Sncf STRUCTURAL BEAM ADAPTED TO SUPPORT EQUIPMENT
CN104775341B (en) * 2015-01-08 2016-12-07 中国铁路总公司 High-speed switch is grown up the replacing system of parts and replacing options
RU2700298C1 (en) * 2018-05-30 2019-09-16 Открытое Акционерное Общество "Российские Железные Дороги" Frontal portal type machine for soil treatment

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US4249467A (en) * 1978-11-16 1981-02-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Mobile apparatus for receiving and laying as assembled track switch or crossing section
DE3419205A1 (en) * 1983-06-03 1984-12-06 Matisa Materiel Ind Sa Track construction machine for laying and dismantling mounted track sections or track connections
CN1096836A (en) * 1993-03-26 1994-12-28 弗兰茨普拉塞铁路机械工业股份有限公司 Switch transport wagon

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AT26862T (en) * 1982-11-09 1987-05-15 Scheuchzer Fils Auguste Method for replacing a railway device and structure for carrying out the method.
EP0146164B1 (en) * 1983-12-20 1988-01-07 Les Fils D'auguste Scheuchzer S.A. Method for the renewal of railroad switches, and railroad machine for carrying it out
DE19604153A1 (en) * 1996-02-06 1997-08-07 Butzbacher Weichenbau Gmbh Rail laying system on railway track
AT4857U3 (en) * 2001-09-21 2002-06-25 Plasser Bahnbaumasch Franz Machine for removing sills of a track

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Publication number Priority date Publication date Assignee Title
US4249467A (en) * 1978-11-16 1981-02-10 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Mobile apparatus for receiving and laying as assembled track switch or crossing section
DE3419205A1 (en) * 1983-06-03 1984-12-06 Matisa Materiel Ind Sa Track construction machine for laying and dismantling mounted track sections or track connections
CN1096836A (en) * 1993-03-26 1994-12-28 弗兰茨普拉塞铁路机械工业股份有限公司 Switch transport wagon

Also Published As

Publication number Publication date
EP1738028A1 (en) 2007-01-03
EA200601622A1 (en) 2007-02-27
AT500047B8 (en) 2007-02-15
DE502005006469D1 (en) 2009-03-05
AT420994T (en) 2009-01-15
JP2007532801A (en) 2007-11-15
CA2556312A1 (en) 2005-10-20
WO2005098138A1 (en) 2005-10-20
DK1738028T3 (en) 2009-03-30
AU2005231976B2 (en) 2010-03-11
EP1738028B1 (en) 2009-01-14
AT500047A2 (en) 2005-10-15
EA008547B1 (en) 2007-06-29
AT500047B1 (en) 2006-03-15
CN101057037A (en) 2007-10-17
ES2320244T3 (en) 2009-05-20
PL1738028T3 (en) 2009-05-29
CA2556312C (en) 2012-09-25
US20070022898A1 (en) 2007-02-01
AU2005231976A1 (en) 2005-10-20

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