CN1321245C - Screw device for high-adjusting a track span - Google Patents
Screw device for high-adjusting a track span Download PDFInfo
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- CN1321245C CN1321245C CNB2003801090842A CN200380109084A CN1321245C CN 1321245 C CN1321245 C CN 1321245C CN B2003801090842 A CNB2003801090842 A CN B2003801090842A CN 200380109084 A CN200380109084 A CN 200380109084A CN 1321245 C CN1321245 C CN 1321245C
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- 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
- E01B29/40—Means or arrangements for temporarily supporting laid tracks, or rails or sleepers in the track
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
- E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
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- 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
- E01B29/04—Lifting or levelling of tracks
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
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- 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)
Abstract
Description
技术领域technical field
本发明涉及一种用于对一下部结构上的轨道进行高度调节和对齐调整的丝杆装置,它具有一个从下方作用在铁轨上并固定在一在高度调节丝杆/芯轴上可调节高度地被引导的长形螺母上的横向悬臂梁。The present invention relates to a screw assembly for height adjustment and alignment adjustment of rails on a substructure, which has a height adjustable screw/mandrel acting on the rail from below and fixed on a height adjustment screw/spindle A transverse cantilever beam on a ground-guided elongated nut.
背景技术Background technique
在对固定车行道的轨道联组/轨道单元(Gleisrost)进行高度调节和对齐时,不仅总是必须把铁轨调节到正确的高度,而且还有必要在转弯处能够设置一定程度上的超高(berhohung),为此轨道联组必须是可以倾斜的。因此在一个由DE 197 39 671 C2已知的用于高度调节和临时支承铁轨的装置中设想,所述铁轨支承在一支承边缘(Lagerschneide)上,从而当将轨道联组的一侧抬得高于另一侧时,如在转弯处的情况那样,所述铁轨相应地可在其支承部上摆动。但此时存在发生侧向滑动的风险,并且特别是这里设置的带有可相对移动的楔块的高度调节装置也不适于在对齐轨道联组时实现必要的水平移动,因为所述带有铁轨的支承楔块中一个的任何水平移动都意味着同时发生高度位置的变化。When height-adjusting and aligning track units/track units (Gleisrost) for fixed carriageways, it is not only always necessary to adjust the rails to the correct height, but it is also necessary to be able to provide a certain superelevation at bends (berhohung), for which the track combination must be tiltable. Therefore envisage in a device known by DE 197 39 671 C2 for height adjustment and temporary support of rails, said rails are supported on a support edge (Lagerschneide), so that when one side of the rail combination is raised On the other side, as is the case in bends, the rails are correspondingly pivotable on their bearings. At this time, however, there is a risk of sideways sliding, and in particular the height adjustment device provided here with relatively movable wedges is not suitable for achieving the necessary horizontal movement when aligning the rail groups, because the rails Any horizontal movement of one of the supporting wedges means a simultaneous change in height position.
丝杆装置在轨道联组的高度调节上已经得到了很好的证明,但其中迄今为止原则上需要两个完全独立的分别用于高度调节和水平移动的丝杆,并且其中水平调节丝杆在大调节行程的情况下会带来使垂直丝杆倾倒并由此使轨道倾翻的危险。Spindle arrangements have proven themselves well for the height adjustment of track groups, but up to now in principle two completely separate spindles were required for height adjustment and horizontal movement, and the horizontal adjustment spindle was in the In the case of large adjustment strokes, there is the risk of tipping the vertical spindle and thus tipping the rail.
发明内容Contents of the invention
因此本发明的目的是,这样设计一种用于铁轨,特别是用于固定行车轨的轨道联组的高度调节和对齐的丝杆装置,从而可在没有干扰性的相互影响的情况下在高度和水平方向上实现简单和可靠的移动。It is therefore the object of the present invention to design a threaded spindle device for height adjustment and alignment of rails, in particular for rail groups of fixed running rails, in such a way that it can be adjusted at height without interfering mutual influences. and horizontal direction for simple and reliable movement.
为了实现所述目的,根据本发明设想,将所述横向悬臂梁设计成一个可绕一水平轴线摆动地支承在所述长形螺母上的水平丝杆板,在所述水平丝杆板上一个滑块可借助一个第二丝杆装置沿与所述高度调节丝杆横交的方向移动,该滑块设有一个用于轨底的夹紧保持装置。In order to achieve the stated purpose, according to the idea of the present invention, the transverse cantilever beam is designed as a horizontal screw plate supported on the elongated nut swingably around a horizontal axis, and on the horizontal screw plate a The slider is movable in a direction transverse to said height adjustment screw by means of a second screw arrangement, the slider being provided with a clamping and holding device for the rail base.
由于根据本发明的结构形式,横向调节丝杆不再对高度调节丝杆产生影响,从而不象迄今为止的情况那样,当对轨道联组进行事后的水平调节时,高度调节丝杆不会从其垂直位置中倾翻出来。同时,支承在长形螺母上的水平丝杆板形成一用于铁轨的支承部,在弯道加升(Kurvenerhhung)时所述支承部可调节到任意希望的角度。Owing to according to the structural form of the present invention, the horizontal adjustment screw rod no longer has an impact on the height adjustment screw rod, thus unlike the situation so far, when the track combination is carried out after the event level adjustment, the height adjustment screw rod can not be changed from Tips out from its vertical position. At the same time, the horizontal threaded spindle plate supported on the elongated nut forms a support for the rail, which can be adjusted to any desired angle when raising a bend.
这里,在本发明的实施形式中设想,所述滑块包括一个设有包围作用所述水平丝杆板的导轨并带有一个夹紧钩的肋板和一个常见的轨底螺纹夹紧件。由此形成一对铁轨非常简单可靠的保持装置,同时所述保持装置同时还允许实现一个非常简单的水平调节装置。Here, in an embodiment of the invention it is envisaged that the slide comprises a rib provided with a guide rail which surrounds the horizontal spindle plate and has a clamping hook and a conventional rail bottom threaded clamping part. This results in a very simple and reliable holding device for a pair of rails, which at the same time allows a very simple leveling device to be realized.
这样,根据本发明另外一个特征设想,在所述滑块上固定—特别是焊接—一个穿过一支承块的刚性的水平丝杆,所述水平丝杆可通过在两侧贴合在支承块上的调节螺母沿其纵向轴线移动。In this way, according to another characteristic of the invention, it is envisaged to fasten on the slider—in particular welded—a rigid horizontal threaded rod passing through a support block, which can be attached to the support block on both sides. The adjusting nut on it moves along its longitudinal axis.
此外,属于本发明范围内是,水平丝杆的水平的摆动铰接件是可固定的,这会带来很大的优点,即当发生抖动或其它作用在轨道联组上的横向力时,支承装置不会翻倒。Furthermore, it is within the scope of the invention that the horizontal swivel joint of the horizontal spindle is fixable, which has the great advantage that in the event of vibrations or other transverse forces acting on the track group, the support Unit will not tip over.
为了在混凝土浇注后实现根据本发明的丝杆装置的简单的拆卸,在本发明的改进方案中可以设想,肋板上方的所述夹紧钩可以拆下,尤其是以这样的方式取下,即所述夹紧钩通过一个用于一个搭接作用在轨底上的夹紧板的螺栓形成。所述可取下的夹紧钩与所述第二丝杆装置可拆卸的固定相结合使得在滑块和水平丝杆板上可简单地拉出所述支承装置,而刚性的钩使得必须首先可(将所述支承装置)降低所述钩的突出量。In order to achieve a simple disassembly of the spindle arrangement according to the invention after pouring of the concrete, it is conceivable in a further development of the invention that the clamping hooks above the ribs can be removed, in particular in such a way that That is, the clamping hook is formed by a bolt for a clamping plate that overlaps the rail base. The removable clamping hooks in combination with the detachable fixing of the second screw unit allow simple pulling out of the support unit on the slide and horizontal screw plate, while the rigid hooks make it necessary first to be able to (The support means) reduce the amount of protrusion of the hook.
在第二丝杆装置设计成所述第二丝杆装置不突出于轨底的底面的情况下,可以省略所述可拆卸性,因为所述可拆卸性只是用于这样的目的,即,如果所述轨底已用混凝土浇注,可将根据发明的支承装置拉出,而不需要将其降低到所述轨底的下方。In the case that the second screw device is designed such that it does not protrude from the underside of the rail base, the detachability can be omitted, because the detachability is only used for the purpose that if The rail bottom has been concreted, and the support device according to the invention can be pulled out without lowering it below the rail bottom.
这样来选择在高度调节丝杆上被引导的长形螺母的长度,以使支承部具有足够的刚性,为此如果所述长形螺母基本上完全与所述高度调节丝杆叠合并且只允许有对于常见的必要调节行程足够的间隙,则是有利的。The length of the elongated nut guided on the height-adjusting screw is chosen in such a way that the support is sufficiently rigid if the elongated nut overlaps the height-adjusting screw substantially completely and only allows It is advantageous to have sufficient play for the often necessary adjustment travel.
根据本发明的另一个特征,可以设置用于高度调节丝杆的铺放在铁轨下部结构上地固定的支承轨,所述支承轨允许高度调节丝杆的下端容易地沿纵向滑动,从而以这样的方式可补偿在支承时间较长时出现的热膨胀差。According to another feature of the invention, it is possible to provide for the height-adjusting screw a fixed support rail laid on the rail substructure, which allows the lower end of the height-adjusting screw to slide easily in the longitudinal direction, so that The method can compensate for the difference in thermal expansion that occurs when the support time is long.
其中已经证明,支承轨是具有向上伸出的用于高度调节丝杆的相对定向的支承分支的角轨是特别适宜的,所述支承分支可防止横向滑移。这里相对定向是指,所述角形轨道或两个都以其开口向外或者两个都以其开口向内。此外,也可以采用U形轨。此时,所述支承分支在一种情况下在内侧和/或在外侧贴合在高度调节丝杆上。In this case, it has been found to be particularly expedient for the support rail to be an angle rail with an upwardly projecting, oppositely directed support branch for the height adjustment spindle, which prevents lateral slippage. The relative orientation here means that the angular rails are either both with their openings facing outwards or both with their openings facing inwards. In addition, U-shaped rails can also be used. In this case, the bearing branch rests on the height adjustment spindle on the inside and/or on the outside.
附图说明Description of drawings
由下面对一实施例的说明以及根据附图可得到本发明其它的优点、特征和细节。其中:Further advantages, features and details of the invention emerge from the following description of an exemplary embodiment and from the drawing. in:
图1示出根据本发明的丝杆装置的一个视图,处于在带有超高的轨道转弯处出现的倾斜位置下的轨道联组(在其它方面未示出)的铁轨支承在所述丝杆装置上,Figure 1 shows a view of the screw arrangement according to the invention, on which the rails of the track group (otherwise not shown) are supported in the inclined position that occurs at track bends with superelevation device,
图2示出水平丝杆板的摆动铰接件沿图1中箭头II方向的放大视图,Fig. 2 shows the enlarged view of the swing hinge of the horizontal screw rod plate along the direction of arrow II in Fig. 1,
图3示出图1中线III-III上的剖视图,Fig. 3 shows the sectional view on line III-III in Fig. 1,
图4示出水平丝杆板的剖视图,Fig. 4 shows the sectional view of horizontal screw rod plate,
图5示出一变型的丝杆装置与图1对应的视图,所述丝杆装置具有一个可拆下的用于轨底的钩和改变的摆动铰接件的结构形式,FIG. 5 shows a view corresponding to FIG. 1 of a modified spindle device with a detachable hook for the rail bottom and a modified form of the pivot joint,
图6示出根据图5的不带有铁轨的布置形式的俯视图,FIG. 6 shows a top view of the arrangement according to FIG. 5 without rails,
图7示出图5沿图5中箭头VII方向的视图,和Fig. 7 shows Fig. 5 along the view of arrow VII direction in Fig. 5, and
图8示出从外部沿图5中箭头VIII的方向观察的视图。FIG. 8 shows a view from the outside in the direction of arrow VIII in FIG. 5 .
具体实施方式Detailed ways
在图1中可以看到轨道下部结构1的上侧,在它的上面可以看到加强钢筋2,所述钢筋被一起嵌入以后的浇注结构中。在下部结构1上支承有一个高度调节丝杆3,一个长形螺母4在所述调节丝杆上被引导。通过旋转所述丝杆—例如通过其六角头部5-可以对长形螺母进行高度调节,一个水平丝杆板7通过一个铰接装置6固定在所述螺母上。一个滑块8可横向滑动地支承在所述水平丝杆板上,所述滑块包含一个带有一个夹紧钩10的肋板9和一个常见的用来固定铁轨13的轨底12的轨底螺纹夹紧件11。这里铁轨13是一个具有未示出的连接铁轨的轨枕的轨道联组的铁轨,其中根据本发明的丝杆装置沿一个或另一个铁轨以一定间隔布置。一个水平丝杆14用于水平调节轨道联组,所述水平丝杆固定在所述肋板上,在所示实施例中焊接在15处,并且穿过水平丝杆板的一个支承块16。通过水平丝杆14上的调节螺母17,可以在水平丝杆的纵向上一即在轨道联组希望的水平的横向调节方向上一进行调节,而所述横向调节不会对高度调节丝杆的位置产生任何影响。In FIG. 1 the upper side of the track substructure 1 can be seen, on which reinforcing steel bars 2 can be seen, which are embedded together in the subsequent pouring structure. Mounted on the substructure 1 is a height-adjusting
特别是如图4所示,包围作用在水平丝杆板7上的导轨18侧向固定在所述肋板8上,在图4中可以看到,在所示实施例中,所述导轨包括两个相互螺纹连接的部分。所述部分形成实际的滑块导向装置。As shown in particular in FIG. 4 ,
水平丝杆板7焊接在两个套筒19上,所述套筒支承在摆动铰接件6的一个摆动铰接销20上。在所述两个套筒中间设有另一个套筒21,所述套筒21与丝杆3上的长形螺母4焊接在一起。在所述套筒19和21上焊接有设有长孔24的板件,从而可以进行一定的摆动,如在轨道联组有超高时这对于使水平丝杆板摆动的目的是必要的。带有螺栓头26和一螺母27的螺纹丝杆25可以使板件22和23相互夹紧锁止,从而可固定摆动铰接件6。在完成对齐后固定所述摆动铰接件具有重要的优点,即作用在轨道联组上的横向力不会使其翻倒。可选地,当然也可以采用这种一个快速夹紧件来实现所述固定。The
图5到8示出根据发明的丝杆装置的第二实施形式,该实施形式主要在两点上不同于图1到4中的装置。一方面,肋板8的钩10由一个螺栓10a代替,所述螺栓将一夹紧板10b压紧在轨底12上。这样就使得可以卸下由所述两个部分10a和10b形成的钩,其中还可设置一个下部的辅助板10c,但所述辅助板必须稍微低于轨底12的高度,从而在用混凝土浇注已对齐的轨道联组后,简单地向左将肋板8连同丝杆装置的其余构件拉出,而不需要事先(将所述肋板)降低钩10的突出高度,如根据图1至4的实施形式中那样。由于所述钩10a、10b、10c的可拆除性,这里带有水平丝杆14的第二丝杆装置也应可拆开地固定在带有肋板8的滑块上,并且借助螺栓28可拆卸地固定在水平丝杆板7上。FIGS. 5 to 8 show a second embodiment of the spindle arrangement according to the invention, which differs from the arrangement of FIGS. 1 to 4 mainly in two points. On the one hand, the
此外,代替具有中间套筒和支承元件的彼此隔开的板件23设置一个整体件23a,所述整体件借助于带有头部26的丝杆25和螺母27可固定并可摆动地支承在侧板22之间。Furthermore, instead of the spaced-
图中可以看到角轨30,其水平分支31固定在轨道下部结构上,而向上突出的分支32形成一用于高度调节丝杆3的贴合部。在轨道联组的左右两侧,所述角轨相对地布置,从而向上突出的分支分别在内侧贴合在高度调节丝杆3上。由此向上突出的分支防止支承装置沿水平方向向左或向右移动,而另一方面所述水平分支形成一个用于高度调节丝杆3凸起的下端的支承轨,从而如果出现较高的温差所述端部可以沿轨道的轴向更好地滑动并且在支承期间轨道相应的延长也使得这种移动是必要的。这避免了丝杆装置上单独的复杂的纵向调节装置,如在现有技术中设置的那样。The
Claims (11)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10302021.7 | 2003-01-21 | ||
| DE10302021 | 2003-01-21 | ||
| DE10316143.0 | 2003-04-09 |
Publications (2)
| Publication Number | Publication Date |
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| CN1742140A CN1742140A (en) | 2006-03-01 |
| CN1321245C true CN1321245C (en) | 2007-06-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2003801090842A Expired - Fee Related CN1321245C (en) | 2003-01-21 | 2003-11-15 | 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) |
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| 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 | A track state rail adjustment support frame that can be quickly installed and disassembled in all working conditions |
| CN111021164B (en) * | 2018-09-26 | 2021-03-30 | 邢义军 | Track compresses tightly removes adjustment system |
| 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 |
| DE102024111852B4 (en) * | 2024-04-26 | 2026-01-22 | RSE+ Beteiligungen GmbH | Rail bearings, especially for a crane track |
| CN119121715A (en) * | 2024-09-29 | 2024-12-13 | 中铁七局集团有限公司 | A centerline and height adjustment device for ballastless track paving construction |
| CN120105561B (en) * | 2025-05-09 | 2025-08-01 | 湘潭大学 | A track fine-tuning algorithm for twin-block ballastless track |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1106093A (en) * | 1993-09-17 | 1995-08-02 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Railway working machine for reparing track |
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| DE10004346C2 (en) * | 1999-01-27 | 2001-11-29 | Betonwerk Rethwisch Gmbh | Trouble-free slab track, procedures and sleepers therefor |
-
2003
- 2003-04-09 DE DE2003116143 patent/DE10316143B4/en not_active Expired - Lifetime
- 2003-11-15 CN CNB2003801090842A patent/CN1321245C/en not_active Expired - Fee Related
- 2003-11-15 YU YUP70604 patent/YU70604A/en unknown
- 2003-12-11 AR ARP030104572 patent/AR042435A1/en not_active Application Discontinuation
-
2004
- 2004-01-14 MY MYPI20040097 patent/MY135846A/en unknown
-
2005
- 2005-07-13 ZA ZA200505623A patent/ZA200505623B/en unknown
- 2005-07-20 IL IL169789A patent/IL169789A/en not_active IP Right Cessation
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1106093A (en) * | 1993-09-17 | 1995-08-02 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Railway working machine for reparing track |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| IL169789A (en) | 2008-12-29 |
| AR042435A1 (en) | 2005-06-22 |
| YU70604A (en) | 2006-08-17 |
| ZA200505623B (en) | 2006-04-26 |
| MY135846A (en) | 2008-07-31 |
| DE10316143B4 (en) | 2005-08-04 |
| DE10316143A1 (en) | 2004-08-05 |
| CN1742140A (en) | 2006-03-01 |
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Assignee: Ministry of Railways of the People's Republic of China Assignor: PFLEIDERER INFRASTRUKTURTECHNIK GmbH & Co.KG Contract fulfillment period: January 25, 2006 to November 15, 2023 Contract record no.: 061000010015 Denomination of invention: Screw device for adjusting the height of the track combination License type: Exclusive license Record date: 20060301 |
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