ZA200505623B - Screw device for high-adjusting a track span - Google Patents

Screw device for high-adjusting a track span Download PDF

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Publication number
ZA200505623B
ZA200505623B ZA200505623A ZA200505623A ZA200505623B ZA 200505623 B ZA200505623 B ZA 200505623B ZA 200505623 A ZA200505623 A ZA 200505623A ZA 200505623 A ZA200505623 A ZA 200505623A ZA 200505623 B ZA200505623 B ZA 200505623B
Authority
ZA
South Africa
Prior art keywords
spindle
horizontal
spindle device
height adjustment
plate
Prior art date
Application number
ZA200505623A
Inventor
Heinz-Peter Wirtz
Arnold Pieringer
Original Assignee
Pfleiderer Infrastrukturt Gmbh
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 Pfleiderer Infrastrukturt Gmbh filed Critical Pfleiderer Infrastrukturt Gmbh
Publication of ZA200505623B publication Critical patent/ZA200505623B/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
    • E01B29/40Means or arrangements for temporarily supporting laid tracks, or rails or sleepers in the track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • 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
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Transmission Devices (AREA)
  • Machine Tool Units (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

, ' *
Screw device for high-adjusting a track span
The invention relates to a spindle device for adjusting the height of and aligning tracks on a substructure, having a transverse cantilever which is fixed to an elongate nut adjustable in height on a height adjustment spindle and which engages under the rails.
In the height adjustment and alignment of track grids for solid carriageways, itis not only necessary to adjust the rails to the correct height, but also to be able to bank these to some extent on bends, to which end the track grid needs to be titable. In a device disclosed in DE 197 671 C2 for the height adjustment and temporary support of rails, it is therefore provided that the rails bear on a bearing edge, so that when the track grid is more raised on one side than the other, as occurs at bends, the rails can tilt accordingly on their support. In this case, however, there is a risk that the vehicle may slip off sideways, and especially the height adjustment device provided in this case, with opposing displaceable wedges, is not suitable to effect the necessary horizontal displacement also required in aligning the track grids, since any horizontal displacement of one of the support wedges with the track would at the same time involve a change in the vertical position.
Spindle devices have proved advantageous in the height adjustment of track grids, although hitherto in principle two fully independent spindles have been required for height adjustment and horizontal displacement, the horizontal adjustment spindles involving the risk, in the case of large adjustments, of tilting of the vertical spindle, and hence the risk of inversian of the track.
The object of the invention is therefore so to form a spindle device for height adjustment and alignment of rails, in particular of track grids for solid carriageways, that a simpler and more reliable displacement is possible both in the vertical and in the horizontal directions without any adverse mutual interference.
i ' » i “ 2
To achieve this, it is proposed according to the invention that the transverse cantilever is formed as a horizontal spindle plate which is mounted pivotably about a horizontal axis on the elongate nut, and on which a slide provided with a clamping holding device for the rail foot is mounted displaceably by means of a second spindle device transverse to the height adjustment spindle.
With the configuration according to the invention, the transverse adjustment spindle no longer acts on the height adjustment spindie, so that unlike hitherto the height adjustment spindle is not pivoted out of its vertical position when a subsequent horizontal adjustment of the rail grid occurs. At the same time, the horizontal spindle plate mounted pivotably on the elongate nut provides a support for the rail, which can be adjusted to any desired angle where banked at a bend.
In an embodiment of the invention, it can be arranged that the slide consists of a ribbed plate provided with guide rails encompassing the horizontal spindle plate with a clamping hook and a conventional rail foot screw clamp. Thereby, a very simple mount of the rail is provided, which at the same time also permits a very simple horizontal adjustment device.
Thus according to a further feature of the invention, it can be provided that a rigid horizontal spindle penetrating a rest is fixed to the slide, in particular is welded thereto, and is displaceable along its longitudinal axis by means of adjusting nuts bearing on either side of the rest.
Furthermore, it is within the scope of the invention that the horizontal pivot joint of the horizontal spindle plate is fixable, which has the great advantage that during shaking or other forces acting laterally on a track grid, the support device cannot tip over.
In order to permit a simpler construction of the spindle device according to the invention after the casting of concrete, in an improvement of the invention it can be provided that the clamping hook can be removed above the ribbed plate, in particular in such a manner that the clamping hook is formed by a screw for a clamping plate overlapping the rail foot. This capacity of the clamping hook to be removed, in combination with a detachable fixing of the second spindle device both on the slide and on the horizontal spindle plate, permits simple removal of the support device, whilst a rigid hook makes it necessary at first to lower by the amount of projection of this hook.
If the second spindle device is so formed that it does not project above the sole of the rail foot, it may not need to be detachable, since this is provided purely in order that the support device according to the invention can be removed under the rail foot when this has been concreted in.
The length of the elongate nut mentioned, which is guided on the height adjustment spindle, is so selected that sufficient rigidity of the support is afforded, to which end it is advantageous if the elongate nut substantially overlaps the height adjustment spindle and only admits sufficient play for the usually necessary adjustment distances.
According to a further feature of the invention, support rails for the height adjustment spindles may be provided, which are fixed so as to rest on the track substructure and permit easier sliding in the longitudinal direction of the lower ends of the height adjustment spindles, so that differences due to thermal expansion can be compensated in the case of longer support periods.
In this case, it has been found particularly advantageous if the support rails are angled rails oriented opposite to one another with projecting bearing flanges for the height adjustment spindles, which prevents slipping off in the transverse direction. Here, oriented opposite to one another means that the angled rails face either both with their apertures outwards or both with their apertures inwards. U-shaped rails could also be used. The bearing flanges then abut in one case the height adjustment spindles on the inner face and/or on the outer face.
Further advantages, features and details of the invention will appear from the following description of an embodiment and from the drawing, which shows:
Fig. 1 a view of a spindle device according to the invention with a rail supported thereon of a track grid (not otherwise shown) in a tilted position, as occurs in track bends with a banked portion,
Fig. 2 an enlarged detail of the pivot joint for the horizontal spindle plate in the direction of the arrow Il in Fig. 1,
Fig. 3 a section along the line Ili-lll in Fig. 1,
Fig. 4 a cross-section through the horizontal spindle plate,
Fig. 5 a view corresponding to Fig. 1 of a modified spindle device with removable hook for the rail foot and a modified configuration of the pivot joint,
Fig. 6 a plan view of the arrangement according to Fig. 5 without rail,
Fig. 7 a view of Fig. 5 in the direction of the arrow VII in Fig. 5, and
Fig. 8 a view from outside in the direction of the arrow VIII in Fig. 5.
In Fig. 1, at 1, the upper face of a track substructure can be seen, over which reinforcement rods 2 are to be seen, which will be embedded during subsequent casting. On the substructure 1 is supported a height adjustment spindle 3, on which an elongate nut 4 is guided. By rotating the spindle e.g. by means of its hexagonal head 5, the height of the elongate nut can be adjusted. a horizontal spindle plate 7 being fixed to the nut via a hinge device 6. On this horizontal spindle plate, a slide 8 is mounted so as to be displaceable transversely, the slide comprising a ribbed plate 9 with a clamping hook 10 and a conventional rail foot screw clamp 11 for fixing the rail foot 12 of a rail 13. The rail 13 is in this case a rail of a track grid with sleepers (not shown) connecting the rails. Spindle devices according to the invention are disposed at intervals along both rails. For horizontal adjustment of the track grid, a horizontal spindle 14 is used, which is fixed to the ribbed plate, is welded thereto in the example shown at 15, and which penetrates a rest 16 of the horizontal spindle plate. By means of adjusting nuts 17 on the horizontal spindle 13, adjustment in the longitudinal direction of the horizontal spindle is possible, i.e. in the desired horizontal transverse adjustment direction of the track grid, without this transverse adjustment having any effect on the position of the height adjustment spindle.
The guide rails 18 encompassing the horizontal spindle plate 7 are fixed laterally on the ribbed plate 8, as can be seen in particular from Fig. 4, the guide rails in the example shown consisting of two parts screwed together. These form the slide guide proper.
The horizontal spindle plate 7 is welded to two sleeves 19, which are mounted on a pivot bearing bolt 20 of the pivot joint 6. Between these sleeves is a further sleeve 21, which is welded to the elongate nut 4 on the spindle 3. To these sleeves 19 and 21, plates are welded, which are provided with slots 24, so that a certain degree of pivoting can take place, as is necessary for the ~ purpose of pivoting of the horizontal spindle plate at banked portions of the track grid. The threaded spindle 25 with its head 26 and a nut 27 permits clamped locking of the plates 22 and 23 relative to one another, so that the pivot joint 6 is locked. This locking of the pivot joint after alignment has taken place has the critical advantage that when a track grid is subjected to lateral temperature differences and corresponding lengthening of the track necessitate such displacement during the support period.
This avoids complex longitudinal adjustment devices on the individual spindle devices, such as have been provided hitherto in the prior art.

Claims (12)

“ W02004/065692 PCT/EP2003/012782 Claims
1. Spindle device for the height adjustment and alignment of tracks on a substructure, having a transverse cantilever which is fixed to an elongate nut adjustable in height on a height adjustment spindle and which engages under the rail, characterised in that the transverse cantilever is formed as a horizontal spindle plate which is mounted on the elongate nut pivotably about a horizontal axis and on which a slide provided with a clamping mount device for the rail foot is displaceable by means of a second spindle device transverse to the height adjustment spindle.
2. Spindle device according to claim 1, characterised in that the slide consists of a ribbed plate provided with guide rails encompassing the horizontal spindle plate with a clamping hook and a conventional rail foot screw clamp .
3. Spindle device according to claim 1 or 2, characterised in that a rigid horizontal spindle penetrating a rest on the horizontal spindle plate is fixed to the slide and is displaceable by means of adjusting nuts abutting the rest on both sides along its longitudinal axis.
4. Spindle device according to claim 2 or 3, characterised in that the clamping hook is removable above the ribbed plate
5. Spindle device according to claim 4, characterised in that the clamping hook is formed by a screw (boa) for a clamping plate overlapping the rail foot . AMENDED SHEET
“ "W02004/065692 PCT/EP2003/012782
6. Spindle device according to claim 4 or 5, characterised in that the second spindle device is detachably fixed both to the slide and to the horizontal spindle plate.
7. Spindle device according to one of claims 1 to 6, characterised in that the horizontal pivot joint of the horizontal spindle plate is fixable.
8. Spindle device according to one of claims 1 to 7, characterised in that the elongate nut overlaps the height adjustment spindle in order to increase its rigidity.
9. Spindle device according to one of claims 1 to 5, characterised by support rails for the height adjustment spindles, which support rails are fixed so as to rest on the track substructure.
10. Spindle device according to claim 9, characterised in that the support rails ) are angle rails oriented opposite to one another having projecting abutment flanges for the height adjustment spindles or are U-shaped profiles.
11. Spindle device according to one of claims 1 to 10, characterised in that the standing angle is infinitely variable.
12. Spindle device for the height adjustment and alignment of tracks on a substructure, substantially as herein described and as illustrated in Figures 1 to 8. Amended Sheet
ZA200505623A 2003-01-21 2005-07-13 Screw device for high-adjusting a track span ZA200505623B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE10302021 2003-01-21

Publications (1)

Publication Number Publication Date
ZA200505623B true ZA200505623B (en) 2006-04-26

Family

ID=32667684

Family Applications (1)

Application Number Title Priority Date Filing Date
ZA200505623A ZA200505623B (en) 2003-01-21 2005-07-13 Screw device for high-adjusting a track span

Country Status (7)

Country Link
CN (1) CN1321245C (en)
AR (1) AR042435A1 (en)
DE (1) DE10316143B4 (en)
IL (1) IL169789A (en)
MY (1) MY135846A (en)
YU (1) YU70604A (en)
ZA (1) ZA200505623B (en)

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006111589A1 (en) * 2005-04-19 2006-10-26 Gantry Española, S.A. Concrete slab railroad track system and method of installing same
CN101538818B (en) * 2009-04-29 2011-07-06 成都普罗米新科技有限责任公司 Steel rail microadjuster
DE102009060812B4 (en) 2009-12-28 2012-05-16 Db Bahnbau Gruppe Gmbh System for straightening a track of a fixed railroad track
CN102011353B (en) * 2010-11-16 2012-08-29 中铁二十四局集团有限公司 Method for positioning track panel of double-block ballastless track
CN102002899B (en) * 2010-11-16 2012-05-23 中铁二十四局集团有限公司 Double-block type ballastless track screw regulator and track sleeper positioning method
DE202011001106U1 (en) 2011-01-07 2011-03-10 Db Bahnbau Gruppe Gmbh System for horizontal alignment of a track rail of a fixed rail track
DE202011001105U1 (en) 2011-01-07 2011-03-10 Db Bahnbau Gruppe Gmbh System for horizontal alignment of a track rail of a fixed rail track
CN102966013B (en) * 2012-12-04 2015-01-07 胡华军 Framed bent adjusting device for frame track skeleton method ballastless track construction
CN103346033B (en) * 2013-07-03 2015-03-11 安徽省电力公司安庆供电公司 Full-freedom-degree adjustment and precise installment platform for disconnecting link operating mechanism
CN104975257B (en) * 2014-04-04 2018-04-06 北京北方华创微电子装备有限公司 The method for adjusting PIN elevated levels degree
DE202014010270U1 (en) 2014-12-10 2015-03-11 Db Bahnbau Gruppe Gmbh System for straightening a track of a fixed railroad track
CN105923016B (en) * 2016-05-31 2018-10-02 陕西航泰电气股份有限公司 A kind of rail sensor mounting structure and purposes
CN109338830B (en) * 2018-08-31 2023-11-21 中铁上海工程局集团有限公司 Rail-state rail-adjusting supporting frame capable of being installed and dismounted rapidly under all working conditions
CN109112912B (en) * 2018-09-26 2020-06-05 邢义军 Track compresses tightly removes adjustment system and track compresses tightly removes adjuster thereof
CN111910478A (en) * 2020-08-24 2020-11-10 耿超玮 Steel rail support frame for urban rail transit integral ballast bed construction and construction method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT406493B (en) * 1993-09-17 2000-05-25 Plasser Bahnbaumasch Franz TRACK CONSTRUCTION MACHINE FOR CARRYING OUT TRACK WORK
DE19739671C2 (en) * 1997-09-10 2001-01-25 Bahnbau Wels Gmbh Wels Device for height adjustment and temporary support of rails on a support body
CN2344424Y (en) * 1998-01-21 1999-10-20 沈阳铁路局朝阳镇工务器材厂 Spring bar height-regulating fastener
DE10004346C2 (en) * 1999-01-27 2001-11-29 Betonwerk Rethwisch Gmbh Trouble-free slab track, procedures and sleepers therefor

Also Published As

Publication number Publication date
CN1321245C (en) 2007-06-13
MY135846A (en) 2008-07-31
AR042435A1 (en) 2005-06-22
YU70604A (en) 2006-08-17
DE10316143B4 (en) 2005-08-04
IL169789A (en) 2008-12-29
DE10316143A1 (en) 2004-08-05
CN1742140A (en) 2006-03-01

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