CN101061276A - Rantry-crane used for transferring rail line - Google Patents
Rantry-crane used for transferring rail line Download PDFInfo
- Publication number
- CN101061276A CN101061276A CNA2005800399063A CN200580039906A CN101061276A CN 101061276 A CN101061276 A CN 101061276A CN A2005800399063 A CNA2005800399063 A CN A2005800399063A CN 200580039906 A CN200580039906 A CN 200580039906A CN 101061276 A CN101061276 A CN 101061276A
- Authority
- CN
- China
- Prior art keywords
- track
- running mechanism
- longeron
- vertical
- crawler belt
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Disclosed is a full gantry crane for conveying track panels (13), which is movable with the aid of track-laying gears (4) that are fastened in pairs to a frame (24) of a moving gear. The frame (24) of the moving gear is composed of two vertical supports (20), each of which is connected to one track-laying gear (4) and is provided with a vertically adjustable drive unit (3), and crossbeams (6) that are joined to said vertical supports (20). In order to be able to steer the full gantry crane, each frame (24) of the moving gear is configured so as to be rotatable relative to the longitudinal beam (5) by means of a vertical rotational shaft (25) which is disposed in the middle between the two track-laying gears (4) and connects the two crossbeams (6) to the longitudinal beam (5).
Description
Technical field
The present invention relates to a kind of portal jib crane that the section of track is used that transports that meets the total listed characteristics of notion of claim 1.
Background technology
A kind of like this portal jib crane that transports the section of track (track panel) usefulness of EP 0 505 240 A1 patent introductions, known.This portal jib crane has a portal frame, and this portal frame utilizes four can regulate crawler belt running mechanism highly respectively and traveling.On portal frame, be furnished with longitudinal direction lifting appliance in a certain distance apart from one another, be used to grasp the section of track along portal frame.Also has Height Adjustable flanged roller in addition, by this roller portal jib crane also traveling in orbit.
Also known according to the portal jib crane that the another kind of lay section of track of DE 2 309 930 A1 patent introductions is used, it has the bogey that grasps the as ready section of track.This portal jib crane has the crawler belt running mechanism that can regulate lateral position and height, and the jack that can regulate height that is arranged in its both sides.Many this portal jib cranes utilize flanged roller to drive on the section of track that is placed on ground, and link together with the section of track by corresponding lifting appliance.Subsequently, lift the section of track on the railway roadbed, by below the section of track, regulating lateral position and vertical height, the crawler belt running mechanism is fallen on the railway roadbed then by jack is dropped to.After the final rise of four jack, utilize the crawler belt running mechanism that the section of track is sent in the construction neutral gear (construction gap).
At last, DE 33 40 739 A1 patents have also been introduced a kind of being used to and changed the track maintenance machinery that the section of track is used, and are also known.This track safeguards that machinery mainly is made of the carrier bar of elongation, and this beam selectively is bearing on rail travelling mechanism or the crawler belt running mechanism at its place, end.
Summary of the invention
According to the present invention, this purpose starts described portal jib crane by this paper and realizes, just, each running mechanism Frame Design is for rotating with respect to longeron by the vertical rotation axle, and this vertical rotation axle links together between two crawler belt running mechanisms and with two crossbeams and this longeron.
Adopt this simple relatively form of structure, can improve the flexibility of portal jib crane greatly, thus also can be successfully along become direction horizontal or that tilt to transport the section of track of clamping with the track longitudinal direction.At this moment, its special advantage just is that the stability of running mechanism framework can not be affected.By taking different the actuating, just can control the running mechanism framework simply to walking horizontal drive device.
Description of drawings
Hereinafter the embodiment that will be provided with reference to the accompanying drawings sets forth the present invention, wherein in further detail
Fig. 1 is the lateral view of portal jib crane,
Fig. 2 is the profile at Fig. 1 line of cut II place,
Fig. 3 is the schematic top plan view of portal jib crane.
The specific embodiment
Shown in Fig. 1,2 and 3, portal jib crane 1 has an intermediate longitudinal girder 5, and this longeron 5 links to each other with crawler belt running mechanism 4 by two running mechanism frameworks 24.Each running mechanism framework 24 is formed by two vertical beams 20 and two crossbeams 6 respectively, and this crossbeam 6 is perpendicular to the longitudinal direction 2 of this longeron 5 or angled and extend with the longitudinal direction 2 of this longeron 5.Each running mechanism framework 24 is designed to can be by vertical rotation axle 25 with respect to longeron 5 rotations, and this vertical rotation axle 25 medially is arranged between two crawler belt running mechanisms 4 and with two crossbeams 6 and this longeron 5 and links together.As shown in Figure 3, running mechanism framework 24 can have one with respect to the longitudinal direction 2 of longeron 5 and is to the maximum ± 15 ° anglec of rotation α.Turning cylinder 25 extends perpendicular to the longitudinal direction of two crossbeams 6.
Be fixed with the power source of mainly forming 7 on the longeron 5 by internal combustion engine and hydraulic pump.In addition, ways 8 adjustable height save land and are installed on the longeron 5 and in order to regulate height, ways 8 is connected with drive unit 9 respectively, this ways 8 on the longitudinal direction of framework in a certain distance apart from one another.The lower end of each ways 8 links to each other with a horizontally extending beam 10, and the beam of this root level with two on the longitudinal direction of beam in a certain distance apart from one another lifting appliance 11 link to each other.Every beam 10 is bearing on the above-mentioned ways 8, to rotate around vertical axis 12.Lifting appliance 11 is well-known pincer or hook-type, is used for can grasping the rail head or the flange of rail of the as ready section of track 13 in form with mating.
Each mechanism in above-mentioned 4 crawler belt running mechanisms 4 is made up of two running mechanism unit 14,15, these two running mechanism unit 14,15 on the longitudinal direction of framework or on the longitudinal direction of longeron 5 in a certain distance apart from one another.Two running mechanism unit 14,15 link together by the running mechanism beam 17 that is contained on the vertical beam 20 respectively, are used for pivoting around the horizontal axis 16 that extends perpendicular to the framework longitudinal direction.Each running mechanism unit 14,15 is contained on the running mechanism beam 17 again successively, and can wind running mechanism horizontal axis 18 pivots that extend perpendicular to the framework longitudinal direction.What each the running mechanism unit 14 and 15 that is designed to crawler belt running mechanism 4 was equipped with oneself walks horizontal drive device 19.
The distance that two running mechanism horizontal axiss 18 of two running mechanism unit 14,15 are separated from one another by approximately 2.5 to 3.5 meters, preferably 3 meters.Specifically as shown in Figure 2, in order to regulate the height of each ways 8, be fixed with two drive units 9 on the longeron 5 respectively.Highly regulating drive unit 3 installs in the vertical beam 20 of telescopic in vertical direction two joints.Shown in Fig. 2 left side, the lower end of two vertical beams 20 is connected to each other together with tie-beam 21 simultaneously, and these two vertical beams 20 can be regulated in vertical direction and be associated with crawler belt axis mechanism 4 respectively.Above-mentioned running mechanism beam 17 just is fixed on the tie-beam, and can pivot around horizontal axis 16.The guide pipe 22 all interior with being contained in crossbeam 6 movably by the first half separately of two vertical beams 20 formed of joint links to each other.Utilize lateral adjustments drive unit 23, this guide pipe 22 and vertical beam 20 and the running mechanism unit 14,15 that is associated can be regulated on the longitudinal direction of crossbeam 6.
In order to remove the section of track 13, utilize crawler belt running mechanism 4, make portal jib crane 1 with adjacent railway roadbed of the track of lay or roadbed on to overtake, up to reaching the construction neutral gear.Then, by highly regulating the corresponding actuating of drive unit 3, fall longeron 5 and crossbeam 6.After this, activated drive device 9 is located immediately at up to lifting appliance 11 above the rail of the section of track 13 of preparing extracting.With after relevant rail form coupling ground is bonded together, highly regulate drive unit 3 and drive unit 9 lifts (see figure 1) with the section of track 13 at above-mentioned lifting appliance 11 by actuating.
Just can transport the section of track that lifts by activating horizontal drive device 19, in this course, because the special construction and the mounting means of crawler belt running mechanism 4 can guarantee to adapt to uneven traveling ground better.Because each running mechanism unit 14,15 can pivot around running mechanism horizontal axis 18 and also can pivot around horizontal axis 16.So-called " level " notion is meant that portal jib crane is in the situation of a horizontal plane.
Claims (1)
1, a kind of portal jib crane that transports the section of track (13) usefulness, comprise longeron (5), this longeron has the lifting appliance (11) that the extracting section of track (13) usefulness has been installed, described longeron (5) utilizes the crawler belt running mechanism (4) be fixed on running mechanism framework (24) in couples and can traveling, wherein each running mechanism framework (24) is made of two vertical beams (20) and crossbeam (6), these two vertical beams (20) link to each other with crawler belt running mechanism (4) respectively and are equipped with and highly regulate drive unit (3), and this crossbeam (6) extends perpendicular to the longitudinal direction (2) of longeron (5), and this crossbeam (6) links to each other with vertical beam (20) and utilizes drive unit (23) can regulate the lateral attitude, it is characterized in that: each running mechanism framework (24) is designed to can be by vertical rotation axle (25) with respect to longeron (5) rotation, and this vertical rotation axle (25) medially is arranged between two crawler belt running mechanisms (4) and with two crossbeams (6) and this longeron (5) and links together.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ATA1953/2004 | 2004-11-22 | ||
| AT0195304A AT501271B8 (en) | 2004-11-22 | 2004-11-22 | PORTAL CRANE FOR TRANSPORTING GLEISJOCHEN |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101061276A true CN101061276A (en) | 2007-10-24 |
Family
ID=35198048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2005800399063A Pending CN101061276A (en) | 2004-11-22 | 2005-09-08 | Rantry-crane used for transferring rail line |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20070199472A1 (en) |
| EP (1) | EP1817464A1 (en) |
| CN (1) | CN101061276A (en) |
| AT (1) | AT501271B8 (en) |
| AU (1) | AU2005309124A1 (en) |
| EA (1) | EA200700935A1 (en) |
| WO (1) | WO2006056251A1 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727194A (en) * | 2015-04-01 | 2015-06-24 | 武桥重工集团股份有限公司 | Railway track laying machine capable of moving transversely to step over railway line under loads |
| CN105274914A (en) * | 2015-11-23 | 2016-01-27 | 中铁十一局集团有限公司 | Maglev track panel mobile gantry crane |
| CN106183670A (en) * | 2016-07-27 | 2016-12-07 | 中国路桥工程有限责任公司 | Transport vehicle for track sections |
| CN111886383A (en) * | 2018-01-15 | 2020-11-03 | 马蒂萨材料工业股份有限公司 | Device for fixing railway equipment |
| CN113684730A (en) * | 2021-08-18 | 2021-11-23 | 中国铁建高新装备股份有限公司 | Railway switch laying and replacing operation vehicle |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2453754A (en) * | 2007-10-17 | 2009-04-22 | W & D Mcculloch | Apparatus and methods for handling railway rails and ancillary components |
| ES2308949B2 (en) * | 2008-06-10 | 2010-02-11 | Tecsa Empresa Constructora, S.A. | "DOWNLOAD MACHINE AND POSITIONING OF RAILWAYS ON TRAVESAS IN VIAS FERREAS". |
| ES2361309B1 (en) * | 2009-06-23 | 2012-05-16 | Fcc Construccion S.A. | INSTALLATION PROCEDURE OF V�? A FÉRREA, ON BASKET, WITHOUT AID TO ASSIST. |
| ES2387490B1 (en) * | 2012-06-01 | 2013-07-30 | Ferrovial Agromán S.A. | Shot machine for unloading and placing rail tracks |
| CN102720103B (en) * | 2012-06-15 | 2015-02-11 | 北京金信海液科技有限公司 | Rail turnout unit |
| AT518062B1 (en) * | 2016-02-15 | 2017-07-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Track construction vehicle for carrying out track construction work |
| CN105926383B (en) * | 2016-05-16 | 2017-08-04 | 上海同罡建筑工程有限公司 | A kind of track plates lifting translating device and construction method |
| CN105951536B (en) * | 2016-05-31 | 2017-07-21 | 中铁第四勘察设计院集团有限公司 | A kind of restorative procedure for switch area plate-type ballastless track |
| CN106192621B (en) * | 2016-08-30 | 2017-12-01 | 中铁十七局集团有限公司 | High-speed railway track plate lays precision high-speed adjustment device and method |
| CN107604776B (en) * | 2017-10-18 | 2024-01-30 | 江西瑞华科工贸有限公司 | Convenient beam transverse crane for railway track construction |
| CN110409233A (en) * | 2019-08-21 | 2019-11-05 | 兖州煤业股份有限公司 | A kind of track-laying machine of coal mine roadway and its method of laying a railway track |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE563834C (en) * | 1931-04-10 | 1932-11-10 | Otto Taxis | Track laying machine with crawler tracks |
| IT1150411B (en) * | 1981-05-22 | 1986-12-10 | Ameca Snc Di Fornari Giovanni | MACHINE FOR THE REPLACEMENT OF RAILWAY SWITCHES AND TRACKS IN GENERAL |
| CH653072A5 (en) | 1983-06-03 | 1985-12-13 | Sig Schweiz Industrieges | RAILWAY MACHINE FOR LAYING AND DEPOSITING SECTIONS OR ASSEMBLED TRACKS. |
| US5127335A (en) * | 1990-07-09 | 1992-07-07 | Kershaw Manufacturing Company, Inc. | Points and crossing changer |
| FI94447C (en) * | 1993-05-07 | 1995-09-11 | Desec Instmsto | Lifting device for handling a rail element |
-
2004
- 2004-11-22 AT AT0195304A patent/AT501271B8/en not_active IP Right Cessation
-
2005
- 2005-09-08 EA EA200700935A patent/EA200700935A1/en unknown
- 2005-09-08 WO PCT/EP2005/009635 patent/WO2006056251A1/en active Application Filing
- 2005-09-08 EP EP05784797A patent/EP1817464A1/en not_active Withdrawn
- 2005-09-08 AU AU2005309124A patent/AU2005309124A1/en not_active Abandoned
- 2005-09-08 CN CNA2005800399063A patent/CN101061276A/en active Pending
-
2007
- 2007-05-02 US US11/799,532 patent/US20070199472A1/en not_active Abandoned
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727194A (en) * | 2015-04-01 | 2015-06-24 | 武桥重工集团股份有限公司 | Railway track laying machine capable of moving transversely to step over railway line under loads |
| CN105274914A (en) * | 2015-11-23 | 2016-01-27 | 中铁十一局集团有限公司 | Maglev track panel mobile gantry crane |
| CN106183670A (en) * | 2016-07-27 | 2016-12-07 | 中国路桥工程有限责任公司 | Transport vehicle for track sections |
| CN106183670B (en) * | 2016-07-27 | 2018-03-23 | 中国路桥工程有限责任公司 | Transport vehicle for track sections |
| CN111886383A (en) * | 2018-01-15 | 2020-11-03 | 马蒂萨材料工业股份有限公司 | Device for fixing railway equipment |
| CN111886383B (en) * | 2018-01-15 | 2022-07-08 | 马蒂萨材料工业股份有限公司 | Device for fixing railway equipment |
| CN113684730A (en) * | 2021-08-18 | 2021-11-23 | 中国铁建高新装备股份有限公司 | Railway switch laying and replacing operation vehicle |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1817464A1 (en) | 2007-08-15 |
| AT501271B8 (en) | 2007-02-15 |
| EA200700935A1 (en) | 2007-12-28 |
| WO2006056251A1 (en) | 2006-06-01 |
| AU2005309124A1 (en) | 2006-06-01 |
| AT501271A4 (en) | 2006-08-15 |
| WO2006056251A9 (en) | 2007-05-10 |
| AT501271B1 (en) | 2006-08-15 |
| US20070199472A1 (en) | 2007-08-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20071024 |