CN103201430A - Clamp for attaching a rail and system provided with such a clamp - Google Patents

Clamp for attaching a rail and system provided with such a clamp Download PDF

Info

Publication number
CN103201430A
CN103201430A CN2011800534060A CN201180053406A CN103201430A CN 103201430 A CN103201430 A CN 103201430A CN 2011800534060 A CN2011800534060 A CN 2011800534060A CN 201180053406 A CN201180053406 A CN 201180053406A CN 103201430 A CN103201430 A CN 103201430A
Authority
CN
China
Prior art keywords
section
clips
arm
tension
rail
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
Application number
CN2011800534060A
Other languages
Chinese (zh)
Inventor
尼古拉·克里格
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.)
Vossloh Werke GmbH
Original Assignee
Vossloh Werke 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 Vossloh Werke GmbH filed Critical Vossloh Werke GmbH
Publication of CN103201430A publication Critical patent/CN103201430A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28Fastening on wooden or concrete sleepers or on masonry with clamp members
    • E01B9/30Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28Fastening on wooden or concrete sleepers or on masonry with clamp members
    • E01B9/30Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • E01B9/303Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Clamps And Clips (AREA)
  • Railway Tracks (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Supports For Pipes And Cables (AREA)

Abstract

本发明涉及一种固定轨道(S)的张力夹,所述张力夹具有一个中间区段(3)、至少一个从中间区段(3)在侧面方向上向下倾斜的扭转区段(9、10)、至少一个承接于扭转区段(9、10)上的过渡区段(11、12)和至少一个连接在过渡区段(11、12)上的维持臂(13、14),在维持臂的自由端设置有终端区段(19、20)。

Figure 201180053406

The present invention relates to a tension clamp for a fixed track (S), the tension clamp having an intermediate section (3), at least one torsion section (9, 10) inclined downward in the lateral direction from the intermediate section (3), at least one transition section (11, 12) supported on the torsion section (9, 10), and at least one support arm (13, 14) connected to the transition section (11, 12), and a terminal section (19, 20) provided at the free end of the support arm.

Figure 201180053406

Description

固定轨道的张力夹以及装配了此类张力夹的系统Tension clamps for fastening rails and systems equipped with such tension clamps

技术领域technical field

本发明涉及一种固定轨道的张力夹,该张力夹具有中间区段、至少一个从中间区段在侧面方向上倾斜的扭转区段、至少一个承接于扭转区段上的过渡区段和至少一个连接在过渡区段上的维持臂,在维持臂的自由端设置有终端区段,通过终端区段,张力夹在使用中支撑在各个待固定轨道的轨足上。这种类型的张力夹一件式地由弹簧钢弯折而成。The invention relates to a tension clip for fixing a rail, which has a middle section, at least one twist section inclined laterally from the middle section, at least one transition section which bears on the twist section and at least one The holding arm connected to the transition section is provided with a terminal section at the free end of the holding arm, through which the tension clamp is supported in use on the rail foot of each track to be fixed. Tension clamps of this type are bent in one piece from spring steel.

本发明同样涉及一种固定轨道的系统,该轨道具有轨足、立于其上的鼻架和轨头,该系统具有引导板、维持在引导板上的张力夹以及使张力夹相对于支撑轨道的地面张紧的张紧机构。The invention also relates to a system for securing a rail having a rail foot, a nose resting thereon and a rail head, the system having a guide plate, a tension clip maintained on the guide plate and a tension clip relative to the support rail The ground tensioning tensioning mechanism.

背景技术Background technique

前述类型的轨道系统和张力夹例如在美国专利文献US3,690,551A或US3,439,874A中有所述及。由这些专利文献已知的ω形张力夹的维持臂在俯视图中具有弓形的、带有终端区段的轮廓,终端区段的端侧彼此对齐。在此,终端区段形成为弯曲或直线形的,平行于张力夹所属的扭转区段。Track systems and tension clips of the aforementioned type are described, for example, in US patent documents US 3,690,551A or US 3,439,874A. The holding arms of the ω-shaped tension clips known from these patent documents have, in plan view, an arcuate contour with end sections whose end sides are aligned with one another. In this case, the end section is formed curved or rectilinear, parallel to the associated twisted section of the tension clip.

在完成装配位置下,维持臂的自由端位于待固定轨道的轨足上。张力夹的中间部分环绕固定螺栓的中间部分。在定位轨道之后,张力夹被推向轨足方向,并通过将螺栓拧紧到完成装配位置被压紧。伴随着压紧过程,张力夹被夹紧,该夹紧过程为维持轨道而将一个必要的、由维持臂弹性传递的维持力施加到轨足上。In the finished assembled position, the free end of the holding arm rests on the rail foot of the rail to be fixed. The middle portion of the tension clip surrounds the middle portion of the set bolt. After positioning the rails, the tension clips are pushed towards the rail foot and compressed by tightening the bolts to the finished assembly position. The tension clip is clamped with the clamping process, which exerts on the rail foot a necessary holding force, which is elastically transmitted by the holding arm, for holding the rail.

由文献DE 10 2007 046 543 A1已知另一张力夹和前面所述类型的系统。在已知的系统中,作为弹性零件使用张力夹,该弹性零件用于生成对轨道形成弹性压制的弹性维持力,该张力夹在顾及承载板的、在待固定轨道的纵向上测量的长度的情况下这样设计,从而使它的至少一个维持臂置于最大弹性距离下。在此,维持臂的终端区段由扭转区段出发这样发生折弯,即,它在装配位置指向待固定轨道的鼻架方向。通过这个措施,一方面,狭窄限界的、在各个终端区段的自由终端上形成的支撑区域(在该区域维持臂以它的终端区段在使用中将必要的压制力施加在轨足上)从轨足边缘在轨道鼻架方向上铺设在待固定轨道上。这一点确保了,当轨足由于在轨道被驶过时出现的横向力以及可能不精确的对承载板的侧面支撑而过度剧烈地横向纵向方向移动时,必要的维持力然后持续顺利地从各个维持臂传递至轨足。此外,支撑区域在轨道鼻架方向转移导致了针对非预期转动的更高阻力,由此简化了张力夹特别位置精确的装配。Another tension clamp and a system of the aforementioned type are known from document DE 10 2007 046 543 A1. In known systems, tension clips are used as elastic elements for generating an elastic holding force forming an elastic compression of the rail, which tension clip takes into account the length of the carrier plate measured in the longitudinal direction of the rail to be fixed. The case is designed such that at least one of its holding arms is placed under the maximum spring distance. In this case, the end section of the holding arm is bent, starting from the twisted section, in such a way that it points in the direction of the nose piece of the rail to be fastened in the assembled position. This measure provides, on the one hand, a narrowly delimited support area formed at the free end of the respective end section (where the holding arm with its end section exerts the necessary pressing force on the rail foot during use) Lay it on the track to be fixed from the edge of the rail foot in the direction of the track nose frame. This ensures that when the rail foot moves excessively violently in the transverse and longitudinal direction due to the lateral forces and possibly imprecise lateral support of the carrier plate when the rail is driven over, the necessary holding force is then continued smoothly from the respective holding The arm is transferred to the rail foot. Furthermore, the shifting of the support area in the direction of the rail nose leads to a higher resistance against unintended rotation, which simplifies the especially positionally precise assembly of the tension clip.

前述系统的实践经验展示了,通过张力夹的维持臂的终端区段的折弯成型,在更大的横向推动的情况下,轨道的安全维持得到了确保。然而,在前述系统中所使用的张力夹的特异成型证明鉴于弹簧的最大弹性是有利的。然而,对张力夹存在这样的要求,即,张力夹不仅能够施加足够的压制力,而且具有优化的疲劳强度。这样的要求存在于轨道区域,该轨道由极重的货运列车以高的节数驶过。Practical experience with the aforementioned systems has shown that, by means of the bending of the end sections of the holding arms of the tension clips, a secure maintenance of the track is ensured in the event of greater transverse pushes. However, the specific shaping of the tension clips used in the aforementioned systems proves to be advantageous in view of the maximum elasticity of the springs. However, there is a demand for tension clips which are not only capable of exerting sufficient pressing force but also have an optimized fatigue strength. Such requirements exist in the area of tracks that are traversed by very heavy freight trains with a high number of sections.

发明内容Contents of the invention

以此为背景,本发明的目的在于,提供一种张力夹和一种固定轨道的系统,该张力夹和系统在高的疲劳强度的条件下能够施加压制力,而同时确保了,在先前的轨道固定系统发生磨损的情况下将足够高的压制力施加在轨道上。Against this background, the object of the present invention is to provide a tension clip and a system for fixing rails which can apply a compressive force under conditions of high fatigue strength, while at the same time ensuring that, in the case of previous Sufficiently high pressing forces are applied to the rails in case of wear of the rail fixing system.

鉴于张力夹,根据本发明由此实现了该目的,即,这样的张力夹具有权利要求1所给出的特征。With regard to the tension clamp, this object is achieved according to the invention in that such a tension clamp has the features given in claim 1 .

鉴于固定轨道的系统,根据本发明由此实现了该目的,即,这样的系统具有根据本发明形成的张力夹。This object is achieved according to the invention in that such a system has a tension clip formed according to the invention, in view of the system of fastening rails.

本发明的有利的设计方案在从属权利要求中给出,并在下文中如总的发明构思那样细节阐述。Advantageous refinements of the invention are given in the dependent claims and are explained in detail below as the general inventive concept.

与前述现有技术相一致,本发明的张力夹具有中间区段、至少一个从中间区段在侧面方向上倾斜的扭转区段、至少一个承接于扭转区段上的过渡区段和至少一个连接在过渡区段上的维持臂。在维持臂的自由端设置有终端区段,通过终端区段,张力夹在使用中支撑在各个待固定轨道的轨足上。Corresponding to the aforementioned prior art, the tension clamp according to the invention has a central section, at least one twist section inclined laterally from the central section, at least one transition section abutting the twist section and at least one connection Sustaining arm on transition section. End sections are provided at the free ends of the holding arms, via which the tension clamps are supported in use on the rail feet of the respective rail to be fixed.

根据本发明,维持臂至少抵达终端区段的自由端的曲线区段连续地这样弯曲,即,在张力夹的俯视图中,终端区段指向中间区段方向并指向对应于各个维持臂的扭转区段的纵轴。According to the invention, at least the curved section of the free end of the holding arm reaching the end section is continuously bent in such a way that, in a plan view of the tension clamp, the end section points in the direction of the middle section and points to the twist section corresponding to the respective holding arm the vertical axis.

对于根据本发明的张力夹,在各个维持臂上存在的终端区段在构建位置上从待固定轨道的轨道鼻架出发,在张力夹的对应于各个维持臂的扭转区段的纵轴方向发生弯折。在此,维持臂的带有终端区段的曲线区段的弯折优选不仅限于在一个平面内的弯折。该弯折而是在三个空间方向上发生。以这种方式,在各个终端区段形成狭窄限界的、近乎点状的支持面,通过该支持面,终端区段在使用中支撑在待固定轨道的轨足上。In the case of the tension clip according to the invention, the end sections present on the respective holding arms start from the rail nose of the rail to be fastened in the construction position in the direction of the longitudinal axis of the tension clip corresponding to the torsion section of the respective holding arm bent. In this case, the bending of the curved section with the end section of the retaining arm is preferably not restricted to bending in one plane. Instead, the bending takes place in three spatial directions. In this way, narrowly delimited, approximately point-shaped support surfaces are formed in the individual end sections, via which the end sections are supported during use on the rail feet of the rail to be fastened.

优选狭窄限界的、在根据本发明发生弯折的终端区段的区域存在的支持面(通过该支持面,根据本发明的张力夹在使用中支撑在轨足表面)在根据本发明的张力夹上以及在这样的位置上发生位移,该位移距离对应于各个维持臂的扭转区段具有一个横向轨道纵向测得的间距,该间距在张力夹的俯视图中小于横向轨道纵向测得的最大间距。根据本发明的张力夹的、直至它的自由端都实施为弯折的维持臂具有一个从扭转区段至终端区段的支持面相对于传统的张力夹总地增加的长度,具有该增加的长度是由于它的在使用中在待固定轨道的鼻架方向上相对于支持面凸出的弧。由于该增加的长度和在曲线中发生弯折的形状,维持臂能够接纳大的交变载荷,而没有发生损伤的风险。相应地,通过根据本发明的张力夹,以优化的张力夹疲劳强度施加压制力。A preferably narrowly delimited support surface in the region of the end section where the bending takes place according to the invention, via which the tension clamp according to the invention is supported on the rail foot surface during use, is present in the tension clamp according to the invention Displacement occurs on and at such a position that the torsion section of each holding arm has a distance, measured longitudinally of the transverse rail, which is smaller than the maximum distance measured longitudinally of the transverse rail in a top view of the tension clamp. The retaining arm of the tension clip according to the invention, which is designed as a bend up to its free end, has a length which is generally increased from the torsion section to the bearing surface of the end section compared to conventional tension clips, with this increased length Due to its arc which in use protrudes relative to the support surface in the direction of the nose piece of the rail to be fixed. Due to this increased length and the bent-in-curve shape, the sustaining arm is able to accommodate large alternating loads without risk of damage. Accordingly, with the tension clamp according to the invention, the pressing force is applied with an optimized tension clamp fatigue strength.

根据本发明的张力夹的设计通过这样同样可以起到积极作用,即,由于发生磨损,该张力夹会相对于引导板横向纵向方向发生轨道的推移,张力夹在引导板上得到支撑。通过根据本发明给定的、引导至终端区段的维持臂曲线区段以及终端区段自身(终端区段在使用位置从待固定轨道的鼻架出发)确保了,当在引导板和轨足之间由于磨损形成缝隙,则在轨足和张力夹之间存在安全的连接,并在轨足上施加足够的压制力,该缝隙如此之大,以至于作用于轨足的终端区段通过它的长度的部分经该缝隙伸出。在这种情况下,张力夹不再与以新状态受到负载的各个终端区段的支持面压在轨足上,而是通过在张力夹的扭转区段方向上或想象的纵轴延长线的终端区段的弯折的形状确保了,张力夹在这种情况下也可以作用于轨道。由此,张力夹在轨道发生推移时以它的弯折的终端区段“碾压”轨足,结果是,对应于轨道的磨损决定的推移,支持面发生位移,通过该支持面终端区段作用于轨道。当终端区段在三个空间区段上发生弯折,即,在使用中通过狭窄限界的、近乎点状的支持面立于轨足上时,发生这个效应。The design of the tension clip according to the invention also has a positive effect in that due to wear, the tension clip undergoes an orbital displacement in the transverse and longitudinal direction relative to the guide plate on which the tension clip is supported. The provision according to the invention of the curved section of the holding arm leading to the end section and the end section itself (the end section starts from the nose of the rail to be fixed in the use position) ensures that when the guide plate and the rail foot If a gap is formed due to wear, there is a secure connection between the rail foot and the tension clamp, and sufficient pressing force is exerted on the rail foot, the gap is so large that the terminal section acting on the rail foot passes through it part of the length protrudes through the gap. In this case, the tension clip no longer presses against the rail foot with the bearing surface of the respective end section loaded in the new state, but by the extension of the tension clip in the direction of the torsional section or the imaginary longitudinal axis The bent shape of the end section ensures that the tension clamp can also act on the rail in this case. As a result, the tension clamp "crushes" the rail foot with its bent end section during the displacement of the rail, with the result that a displacement of the bearing surface, through which the end section Acts on the track. This effect occurs when the end section is bent over three spatial sections, ie stands in use on the rail foot with a narrowly delimited, almost point-like support surface.

通过曲线区段呈相对宽的弓形的形状,根据本发明的维持臂具有增大的长度。这会导致维持臂更强的弹性,并伴随较弱的负载,结果是,疲劳强度提高了。作为维持臂最小长度的尺度,在此涉及根据本发明形成的终端区段和所属的扭转区段之间的最小间距。该间距在完成装配的、根据本发明的系统的新状态下大于扭转区段和对应于引导板接触面的轨足边缘之间的间距。以这种方式确保了,终端区段对于由于磨损或装配误差而出现的、对轨足和引导板的非精确对齐始终经足够的长度立于轨足上,从而施加必要的压制力。Due to the relatively wide arcuate shape of the curve section, the retaining arm according to the invention has an increased length. This results in a greater elasticity of the sustaining arm, with a correspondingly weaker load and, as a result, an increased fatigue strength. The measure for maintaining the minimum length of the arm is the minimum distance between the end section formed according to the invention and the associated torsion section. In the new, assembled state of the system according to the invention, this distance is greater than the distance between the torsion section and the edge of the rail foot corresponding to the contact surface of the guide plate. This ensures that the end section always rests on the rail foot over a sufficient length in order to exert the necessary pressing force for imprecise alignment of the rail foot and guide plate due to wear or assembly errors.

当维持臂的弓形终端区段的长度为扭转区段长度的20%时,根据本发明的张力夹的终端区段的对齐和成型的前面所总结的优势就会显现出来。The previously summarized advantages of the alignment and shaping of the terminal section of the tension clip according to the invention manifest themselves when the length of the arcuate terminal section of the maintenance arm is 20% of the length of the torsion section.

对于根据本发明的维持臂,根据实施变体,一侧的、包括有各个终端区段的曲线区段实施为连续弓形的,而维持臂在至少一个另一区段中形成为直线型的,从而桥连大的间距。For the holding arm according to the invention, according to an embodiment variant, the curved section on one side, which includes the respective end section, is designed as a continuous arc, while the holding arm is formed rectilinear in at least one other section, Large distances are thus bridged.

通过使维持臂根据另一实施变体总地实施为连续折弯的曲线区段,可以降低作用于维持臂中的张力,从而实现最大的持续负荷能力。同时,在该成型中,实现了张力夹的简单制成。According to a further embodiment variant, the retaining arm is designed overall as a continuously bent curve section, which reduces the tension acting on the retaining arm and thus achieves a maximum continuous load capacity. At the same time, in this shaping, a simple production of the tension clip is achieved.

维持臂可以这样成型,即,它在张紧过程中仅最小地发生变形。这允许了,使维持臂的终端区段鉴于余下的部分立即这样对齐,从而使它对于松开的张力夹完成地立于轨足表面。为此目的,对维持臂的成型和对齐如此选择,即,维持臂尽量以更小的自身弹性用作杠杆,从而使由张力夹在张紧状态下施加的弹力大体上仅通过扭转区段的扭转生成。这一点由此实现,即,维持臂鉴于扭转区段如此对齐,即,扭转区段和维持臂在张力夹的俯视图中包围出80°-110°的角,特别是85°-95°的角,其中,在制造技术可能性的范围内接近90°的角导致了理想的结果。The retaining arm can be formed in such a way that it deforms only minimally during the tensioning process. This makes it possible to immediately align the end section of the retaining arm with respect to the remaining part in such a way that it stands completely on the rail foot surface for the tension clip that has been released. For this purpose, the shaping and alignment of the retaining arms are selected in such a way that the retaining arms act as levers with as little self-elasticity as possible, so that the spring force exerted by the tension clamp in the tensioned state is substantially only passed through the twisting section. Twist generation. This is achieved in that the holding arm is aligned with respect to the torsion section in such a way that the torsion section and the holding arm enclose an angle of 80°-110°, in particular an angle of 85°-95°, in plan view of the tension clamp , where an angle close to 90° within the scope of manufacturing technology possibilities leads to ideal results.

维持臂的刚性可以由此得到优化,即,维持臂的弓形的部分在一个平面内延伸,扭转区段以80°-100°的角度通向该平面。在实践中,维持臂的弓形部分的对齐由此实现,即,在维持臂和扭转区段之间的过渡区段包括了一个对于位于水平面上的张力夹向上对齐的弓形部,该弓形部包括80°-110°的角度区域。对于根据本发明的张力夹维持臂的相关部分的弓形的设计,在侧视图中在该部分区域具有弓形或拱形设计,通过该设计确保了,该维持臂在高度弹性的压制力下或者在轨道发生横向推动的情况下基本上保持形状不变。因此,最终区段在张紧状态下理想地倚靠于轨足。The rigidity of the retaining arm can be optimized in that the arcuate part of the retaining arm extends in a plane into which the torsion section opens at an angle of 80°-100°. In practice, the alignment of the arcuate portions of the holding arms is achieved in that the transition section between the holding arms and the torsion section comprises an upwardly aligned arcuate portion for tension clips lying in the horizontal plane, the arcuate portion comprising Angle area of 80°-110°. With regard to the bow-shaped design of the relevant part of the tension clip holding arm according to the invention, in side view, there is a bow-shaped or arched design in this part area, which ensures that the holding arm is under a highly elastic pressing force or under The track essentially retains its shape in the event of a lateral push. Thus, the final section ideally rests against the rail foot in the tensioned state.

将压制力生成集中在扭转区段上可以由此得到支持,即,在俯视图中,中间区段与扭转区段形成一个80°-110°的角。在该设计中,中间区段基本上仅作为扭转区段扭转的杠杆,而不会自身弹性地具有柔性。The concentration of the pressing force generation on the torsion section can be supported by the fact that, in plan view, the central section forms an angle of 80°-110° with the torsion section. In this configuration, the central section essentially serves only as a lever for the twisting of the torsion section, without being elastically flexible itself.

根据本发明的张力夹可以如同由现有技术已知的张力夹那样一件式地由弹簧钢丝制成,具体为,张力夹不突然发生弯折地形成弓形曲线。The tensioning clip according to the invention can be produced in one piece from a spring wire, like the tensioning clips known from the prior art, in particular that the tensioning clip is formed in an arcuate curve without abrupt bending.

根据本发明的张力夹的存放和处理可以以已知的方式由此得到简化,即,弯折的最终区段的自由端到中间区段的间距小于中间区段的、扭转区段的、过渡区段的、维持臂的和终端区段的最小厚度。以这种方式保险地防止了,松散放置的张力夹被卡住。The storage and handling of the tension clip according to the invention can be simplified in a known manner by the fact that the distance from the free end of the bent final section to the middle section is smaller than that of the middle section, of the torsion section, of the transition Minimum thickness of section, sustain arm and terminal section. In this way, loosely placed tension clips are reliably prevented from jamming.

当然,根据本发明的张力夹如已知张力夹那样形成为镜面对称的,具体为,中间区段形成为环形的,而且中间区段由两个相对对齐的扭转区段相互远离,经过渡区段,带有终端区段的维持臂连接在扭转区段上。根据本发明的张力夹具有W形或者ω形的设计。Of course, the tension clamp according to the invention is formed mirror-symmetrically like the known tension clamp, in particular that the middle section is formed annular and the middle section is separated from each other by two oppositely aligned torsion sections via a transition zone section, with the sustaining arm of the terminal section attached to the torsion section. The tension clamp according to the invention has a W-shaped or omega-shaped design.

本发明所追求的、将弹性压制力集中在扭转区段上允许了根据本发明的张力夹的特别节约空间的设计。根据本发明的有利的设计,扭转臂的长度设置为如此之短,以至于各个维持臂至少区段式地在引导板之上受到引导。The concentrating of the elastic pressing force on the torsion section, which is pursued by the invention, allows a particularly space-saving design of the tension clip according to the invention. According to an advantageous refinement of the invention, the length of the torsion arms is arranged so short that the individual retaining arms are guided at least in sections over the guide plate.

附图说明Description of drawings

下面,凭借示出实施例的附图进一步阐明本发明,附图中:Below, the present invention is further clarified by means of the accompanying drawings showing embodiments, in the accompanying drawings:

图1示出了沿着图4中画出的X-X切割线的固定点;Figure 1 shows the fixed points along the X-X cutting line drawn in Figure 4;

图2以前侧视图示出了在图4和图5的系统中所采用的张力夹;Figure 2 shows a front side view of the tension clamp employed in the systems of Figures 4 and 5;

图3以俯视图示出了根据图2的张力夹;FIG. 3 shows the tension clamp according to FIG. 2 in top view;

图4以俯视图示出了通过两个固定轨道的系统形成的固定点;Figure 4 shows in top view the fixing point formed by the system of two fixing rails;

图5以侧面局部视图示出了根据图4的固定点。FIG. 5 shows the fastening point according to FIG. 4 in a partial side view.

附图标记说明Explanation of reference signs

1 张力夹1 tension clip

2 地基U支承面2 Foundation U bearing surface

3 各个张力夹1的中间区段3 The middle section of each tension clip 1

4、5 各个张力夹1的支腿4, 5 Outriggers of each tension clamp 1

6 中间区段3的连接区段6 Connection section of middle section 3

7、8  各个张力夹1的过渡区段7, 8 Transition section of each tension clamp 1

9、10  各个张力夹1的扭转区段9, 10 Torsion section of each tension clamp 1

11、12 各个张力夹1的过渡区段11, 12 Transition section of each tension clip 1

13、14 各个张力夹1的维持臂13, 14 The maintenance arm of each tension clamp 1

15、16 各个张力夹1的维持臂的部分15, 16 The part of the maintenance arm of each tension clamp 1

17、18 各个张力夹1的过渡区段17, 18 Transition section of each tension clamp 1

19、20 各个张力夹1的终端区段19, 20 Terminal section of each tension clamp 1

21、22 各个张力夹1的支持面21, 22 The supporting surface of each tension clip 1

23 引导板23 guide plate

24 张力螺栓24 tension bolts

a 间距a spacing

B 引导板23的宽度B The width of the guide plate 23

d 各个张力夹1的弹簧钢的厚度d The thickness of the spring steel of each tension clip 1

E 弹性层E elastic layer

F 轨道S的轨足F Rail foot of track S

G 轨道S的鼻架Nose mount for G track S

L 扭转区段9、10的纵轴L Longitudinal axis of torsion section 9, 10

Le 终端区段19、20的长度Le length of terminal section 19, 20

Lt 扭转区段9、10的长度Lt Length of torsion section 9, 10

Lh 维持臂13、14的长度Lh maintains the length of the arms 13, 14

M 部分15、16的中轴Center axis of M section 15, 16

N1 平面N1 plane

N2 平面N2 plane

O 轨足F的上侧O Upper side of rail foot F

S 轨道S track

S1、S2 固定轨道S的系统S1, S2 fixed track S system

U 地基U Foundation

w 在张力夹1的扭转臂9、10和对应于该张力夹的终端区段19、20的终端之间的最小间距w Minimum distance between the torsion arms 9, 10 of the tension clamp 1 and the ends corresponding to the end sections 19, 20 of the tension clamp

v在张力夹50的扭转臂9、10和对应于该张力夹的轨足F边缘之间的间距v the distance between the torsion arms 9, 10 of the tension clamp 50 and the edge of the rail foot F corresponding to the tension clamp

α角度alpha angle

β角度beta angle

X,Y,Z空间方向X, Y, Z space direction

具体实施方式Detailed ways

张力夹1鉴于平面N1形成为镜面对称的,该张力夹一件式地、以不突然发生弯折的曲线由弹簧钢丝形成,用于将轨道S固定在由混凝土板形成的地基U上,平面N1垂直于地基U的支持面2对齐。张力夹具有环形形成的、在俯视图(图4)中呈U形的中间区段3,具有两个平行间隔对齐的支腿4、5和与支腿4、5彼此相连的、对应于待固定轨道S的轨足F的、半圆形的连接区段6。The tension clip 1 is mirror-symmetrical with respect to the plane N1 and is formed in one piece from a spring wire with a curve that does not bend abruptly and serves to fix the rail S on the foundation U formed by a concrete slab, the plane N1 is aligned perpendicular to the support surface 2 of the foundation U. The tension clamp has an annularly formed, U-shaped middle section 3 in plan view (FIG. 4), with two parallel spaced apart aligned legs 4, 5 and connected to each other with the legs 4, 5 corresponding to the Semicircular connection section 6 of rail foot F of rail S.

通过发生90°弯折的过渡区段7、8,在中间区段3的每个支腿4、5上连接有从侧面方向上出发的扭转区段9、10。该扭转区段9、10在中间区段3的相对方向彼此远离,并在俯视图中与对应于它的中间区段的支腿4、5形成约90°的角度α。A twisting section 9 , 10 proceeding from the side is connected to each leg 4 , 5 of the central section 3 via a transition section 7 , 8 bent by 90°. The torsion sections 9 , 10 move away from each other in the opposite direction of the middle section 3 and form an angle α of approximately 90° with the legs 4 , 5 corresponding to their middle section in plan view.

在扭转区段9、10的与中间区段3远离的一端连接有另一过渡区段11、12,该过渡区段对于位于它的下侧的张力夹1(图1、2)以圆弧引向上方,圆弧具有90°的角度。At the ends of the torsion sections 9 , 10 remote from the middle section 3 , there is a further transition section 11 , 12 , which is arranged in a circular arc with respect to the tension clamp 1 ( FIGS. 1 , 2 ) located on its underside. Leading upwards, the arc has an angle of 90°.

过渡区段11、12在它的与各个扭转区段远离的一端过渡至连续弯折的维持臂13、14。由于它的在三个空间方向X、Y、Z上连续弯折的形状,维持臂13、14表现为单一的曲线区段。连接于各个过渡区段11、12的维持臂部分15、16在俯视图中与所属的扭转区段9、10呈90°的角度β,从而在俯视图中大致平行于中间区段3的支腿4、5而对齐。The transition section 11 , 12 merges at its end remote from the respective torsion section into a continuously angled retaining arm 13 , 14 . Due to its continuously bent shape in the three spatial directions X, Y, Z, the retaining arms 13 , 14 appear as a single curved section. The retaining arm parts 15 , 16 connected to the respective transition section 11 , 12 form an angle β of 90° in plan view to the associated torsion section 9 , 10 so that in plan view they are approximately parallel to the legs 4 of the middle section 3 , 5 and aligned.

维持臂13、14部分15、16的中间轴M在平面N2中延伸,该平面由扭转区段9、10的公共纵轴L以90±5°的角度得出。在此,维持臂13、14的部分15、16根据拱形部的类型形成为弯折的,并围绕出约180°的角度范围。The center axis M of the parts 15 , 16 of the holding arms 13 , 14 extends in a plane N2 which is derived from the common longitudinal axis L of the torsion sections 9 , 10 at an angle of 90±5°. Here, the parts 15 , 16 of the retaining arms 13 , 14 are formed bent according to the type of arch and enclose an angular range of approximately 180°.

在它的远离扭转区段9、10的一端,维持臂13、14的部分15、16在过渡区域17、18分别过渡至终端区段19、20,过渡区段在中间区段3方向上扭转约90°向下引导。终端区段19、20在俯视图(图3)中作为过渡区段17、18的继续进一步在扭转区段9、10的纵轴L方向上以及在中间区段3的方向上在三个空间方向X、Y、Z发生弯折,从而使终端区段在位于一个平面内的时候以狭窄限界的、近乎点状的支持面21、22支撑在相关平面上。终端区段19、20的长度和弧度在此如此选择(考虑了维持臂13、14的平行于中间区段3的支腿4、5的延伸的部分15、16的长度),即,终端区段19、20以距离中间区段3的连接区段6的间距a结束,该间距小于弹簧钢的最小厚度d,张力夹1由弹簧钢弯折而成。存在于中间区段3和最终区段19、20之间的间距的稀疏的净宽如此之小,以至于没有另外的张力夹1会以该间距出现。At its end facing away from the twisting section 9 , 10 , the parts 15 , 16 of the holding arms 13 , 14 transition in transition areas 17 , 18 into end sections 19 , 20 respectively, which are twisted in the direction of the middle section 3 Leading down at about 90°. The end sections 19 , 20 in plan view ( FIG. 3 ) as a continuation of the transition sections 17 , 18 further in the direction of the longitudinal axis L of the torsion sections 9 , 10 and in the direction of the middle section 3 in three spatial directions X, Y, Z are bent so that, when lying in one plane, the end sections rest on the relevant plane with narrowly delimited, approximately point-shaped support surfaces 21 , 22 . The length and curvature of the end sections 19 , 20 are selected here (taking into account the lengths of the parts 15 , 16 of the extension arms 13 , 14 parallel to the legs 4 , 5 of the middle section 3 ), such that the end sections The sections 19 , 20 end at a distance a from the connection section 6 of the middle section 3 , which is smaller than the minimum thickness d of the spring steel from which the tensioning clip 1 is bent. The sparse clear width of the distance between the intermediate section 3 and the final section 19 , 20 is so small that no further tension clips 1 can be present at this distance.

为了将轨道S固定在地基U上,使用了两个相同地构建的、装配在轨道S的对立侧的系统S1、S2,该系统包括张力夹1、引导板23和作为张紧张力夹的张力部件所需的张力螺栓24。In order to fix the track S on the foundation U, two identically constructed systems S1, S2 fitted on opposite sides of the track S are used, comprising tension clamps 1, guide plates 23 and tension clamps as tension tension clamps Tension bolts 24 required for components.

对于所述的实施例,引导板23根据传统角引导板的类型形成,并在它的对应于地基U的下侧具有肩部,肩部经轨道S的纵向长度测得的宽度B而延伸,肩部对于位于装配位置的引导板23坐落于相应地形成的、设置在地基中的槽内。额外地,引导板23在装配位置以它的远离轨道S的背侧支撑在同样在地基U中形成的肩部。在引导板的对应于轨足F的、相对于背侧拓宽的前侧,引导板具有接触面,相对于该接触面,轨足以它的纵边缘得到支撑。由轨道S,在在此未示出的列车驶过时生成的横向力被引导板23所接纳,并导入地基U。For the embodiment described, the guide plate 23 is formed according to the type of a conventional corner guide plate and has a shoulder on its underside corresponding to the foundation U, extending over a width B measured over the longitudinal length of the rail S, The shoulder sits for the guide plate 23 in the assembly position in a correspondingly formed groove provided in the foundation. In addition, the guide plate 23 supports with its rear side facing away from the rail S a shoulder also formed in the foundation U in the assembled position. On the front side of the guide plate corresponding to the rail foot F, widened with respect to the rear side, the guide plate has a contact surface against which the rail is supported on its longitudinal edge. From the track S, lateral forces generated when a train (not shown here) passes are absorbed by the guide plate 23 and introduced into the foundation U.

邻接于引导板的背侧,引导板23在它的上侧分别具有一个平行于引导板23的接触面延伸的槽;额外的、在此没有单独示出的、用于引导装配在引导板23上的张力夹1的成型件;以及一个在此同样不可见的、从上侧引导至地基U的贯通开口,通过该开口插入了张力螺栓24。张力螺栓24在此被拧入放入地基U的、在此不可见的销子。Adjacent to the rear side of the guide plate, the guide plate 23 has a groove running parallel to the contact surface of the guide plate 23 on its upper side; and a through-opening leading from the upper side to the foundation U, through which the tensioning bolt 24 is inserted, also not visible here. Tension bolts 24 are screwed into pins, which are not visible here, inserted into foundation U.

设置在各个引导板23上的张力夹1以它的扭转区段9、10坐落于引导板23的槽中。扭转区段9、10的长度Lt如此设置尺寸,即,维持臂13、14分别在引导板23之上并至少经拓宽的、对应于轨足F的引导板前侧区域受到引导。由张力夹1接纳的宽度相应地仅不显著地大于引导板23的宽度B。The tension clip 1 arranged on the respective guide plate 23 sits with its twisted section 9 , 10 in the groove of the guide plate 23 . The length Lt of the torsion section 9 , 10 is dimensioned such that the retaining arms 13 , 14 are each guided above the guide plate 23 and are guided at least in the widened front region of the guide plate corresponding to the rail foot F. The width received by the tension clip 1 is accordingly only insignificantly greater than the width B of the guide plate 23 .

同时,中间区段3的支腿4、5的长度如此设置尺寸,即,张力夹1对于尽管拧入了、然而还未完全拧紧的张力螺栓坐落于预装配位置,在该位置,扭转区段9、10在引导板23的背侧方向错置地如此设置于对应于引导板的引导板23的槽的外部,从而使张力夹1的弯折的最终区段19、20不再在为轨道S设置的区域凸出。在将轨道S定位于系统S1、S2的引导板23之间设置的空间之后,张力夹1由它的预装配位置被推入最终装配位置,在该位置,张力夹以它的由轨道S的鼻架G发生折弯的最终区段19、20立于轨足F的上侧O。接着,将各个螺栓24拧紧。在此,张紧夹1的中间区段3分别在地基U的方向上运动。由于维持臂13、14同时大体上在轨足上受到刚性支撑,在张力夹1的张紧过程中大体上仅有它的扭转区段9、10发生扭转。结果,提供了如此高的弹性力,以弹性压制轨道S。弹性力经过相对大的接触面施加在轨足F上,从而尽管有提高的压制力,还是使在接触区发生磨损的危险最小化了,接触区位于张力夹1和轨足F之间。为了在地基U的方向确保轨道S的支撑的柔性,可以在轨足F和地基之间以已知的方式设置弹性层E。At the same time, the lengths of the legs 4, 5 of the middle section 3 are dimensioned in such a way that the tension clamp 1 sits in a pre-assembly position for the tension bolts that have been screwed in but not yet fully tightened, in which position the torsion zone The segments 9 , 10 are arranged offset in the rear direction of the guide plate 23 outside the groove of the guide plate 23 corresponding to the guide plate in such a way that the bent final sections 19 , 20 of the tension clip 1 are no longer rails. The area set by S is convex. After positioning the rail S in the space provided between the guide plates 23 of the systems S1, S2, the tension clip 1 is pushed from its pre-assembly position into the final assembly position, in which the tension clip 1 is pushed with its rail S The bent final sections 19, 20 of the nosepiece G stand on the upper side O of the rail foot F. Next, each bolt 24 is tightened. In this case, the middle sections 3 of the tensioning clips 1 are each moved in the direction of the foundation U. Since the holding arms 13 , 14 are at the same time substantially rigidly supported on the rail foot, substantially only its torsion section 9 , 10 is torsionally twisted during tensioning of the tensioning clamp 1 . As a result, such a high spring force is provided to press the rail S elastically. The elastic force is exerted on the rail foot F via a relatively large contact surface, so that despite the increased pressing force, the risk of wear in the contact area between the tension clip 1 and the rail foot F is minimized. In order to ensure the flexibility of the support of the rail S in the direction of the foundation U, an elastic layer E can be arranged in a known manner between the rail foot F and the foundation.

维持臂13、14的、横向轨道S的纵向以及横向纵轴L测得的长度Lh如此设置尺寸,即,在新的状态下对于完成装配的系统S1、S2,在与纵轴L平行延伸的扭转区段9、10和各个对应的终端区段19、20之间的最小间距w要大于在轨足F的对应于各个引导板23的边缘和扭转区段9、10之间的间距v。对于维持臂13、14的尺寸确保了,终端区段19、20始终保险地在轨足上获得支撑。如果由于磨损发生,轨道S相对于引导板23发生推移,结果是原先受到负载的终端区段的支持面21、22在一个缝隙中突出(该缝隙在引导板23和轨足F之间形成),则终端区段19、20经支持区段立于轨足F上(该支持区段与终端区段19、20的自由端侧相间隔)。The length Lh of the holding arms 13, 14, measured in the longitudinal direction of the transverse rail S as well as in the transverse longitudinal axis L, is dimensioned such that, in the new state, for the assembled systems S1, S2, in a direction extending parallel to the longitudinal axis L The minimum distance w between the torsion section 9 , 10 and the respective corresponding end section 19 , 20 is greater than the distance v between the edge of the rail foot F assigned to the respective guide plate 23 and the torsion section 9 , 10 . The dimensioning of the holding arms 13 , 14 ensures that the end sections 19 , 20 are always securely supported on the rail feet. If, due to wear, the rail S is displaced relative to the guide plate 23, the result is that the bearing surfaces 21, 22 of the previously loaded end sections protrude in a gap (the gap is formed between the guide plate 23 and the rail foot F) , then the terminal sections 19, 20 stand on the rail foot F via the support section (the support section is spaced from the free end sides of the terminal sections 19, 20).

Claims (11)

1. the clips of a trapped orbit (S), described clips has a centre portion (3), at least one is from middle section (3) downward-sloping section (9 that reverses on side surface direction, 10), at least one is undertaken in reverses section (9,10) transition zone (7 on, 8) and at least one be connected transition zone (7,8) keep arm (13 on, 14), be provided with terminal block (19 at the free end of keeping arm, 20), pass through terminal block, clips in use is supported on each rail foot for the treatment of trapped orbit (S), it is characterized in that, keep arm (13,14) at least to arrive at terminal block (19,20) free-ended curve section is crooked so continuously, namely, with the vertical view of clips (1), terminal block (19,20) sensing centre portion (3) direction and sensing are kept arm (13 corresponding to each, 14) reverse section (9,10) the longitudinal axis.
2. clips according to claim 1 is characterized in that, the described curve section of keeping arm (13,14) and its terminal block (19,20) bend at three direction in spaces.
3. according to any described clips of aforementioned claim, it is characterized in that, describedly keep arm (13,14) and describedly reverse section (9,10) forms one 80 °-110 ° in vertical view angle (α).
4. clips according to claim 3 is characterized in that, keeps arm (13,14) and described to reverse the angle that section (9,10) forms be 85 °-95 ° by described in vertical view.
5. according to any described clips of aforementioned claim, it is characterized in that, the described arc part (15,16) of keeping arm (13,14) is extended in a plane, and the described section (9,10) that reverses is with 80 °-100 ° angle and this Plane intersects.
6. according to any described clips of aforementioned claim, it is characterized in that, in vertical view, described centre portion (3) and the described angle of reversing one 80 °-110 ° of section (9,10) formation.
7. according to any described clips of aforementioned claim, it is characterized in that bowl line does not take place to form bendingly suddenly described clips.
8. according to any described clips of aforementioned claim, it is characterized in that the free end of described terminal block (19,20) is to the spacing (a) of centre portion (3) minimum thickness (D) less than centre portion (3), that reverse section (9,10), transition zone (11,12), that keep arm (13,14) and terminal block (19,20).
9. according to any described clips of aforementioned claim, it is characterized in that, described clips forms the minute surface symmetry, be specially, described centre portion (3) forms annular, and by described centre portion downward-sloping go out two mutually alignment reverse section, through transition section (11,12), the arm (13,14) of keeping that has terminal block (19,20) is connected and reverses on the section.
10. the system of a trapped orbit (S), described track has rail foot (F), upright nose frame and rail head thereon, described system has guided plate, maintain the clips on the guided plate and make clips with respect to the strainer of the ground tensioning of supporting track, it is characterized in that, formation is according to any described clips of claim 1 to 9, and, reversing section (9,10) with corresponding to the terminal block (19 that reverses section, 20) minimum spacing between (w) is greater than reversing section (9,10) with corresponding to the contact surface (21 of guided plate (23), 22) minimum spacing between rail foot (F) edge (v).
11. system according to claim 10 is characterized in that, the described length (Lt) of reversing section (9,10) arranges size like this, that is, each is kept arm (13,14) and is guided on guided plate (23) on range selector ground at least at rigging position.
CN2011800534060A 2010-11-04 2011-10-17 Clamp for attaching a rail and system provided with such a clamp Pending CN103201430A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102010050200.6 2010-11-04
DE102010050200A DE102010050200A1 (en) 2010-11-04 2010-11-04 Tension clamp for fastening a rail and system equipped with such a tension clamp
PCT/EP2011/068134 WO2012059318A1 (en) 2010-11-04 2011-10-17 Clamp for attaching a rail and system provided with such a clamp

Publications (1)

Publication Number Publication Date
CN103201430A true CN103201430A (en) 2013-07-10

Family

ID=44883224

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011800534060A Pending CN103201430A (en) 2010-11-04 2011-10-17 Clamp for attaching a rail and system provided with such a clamp

Country Status (17)

Country Link
EP (1) EP2635743B1 (en)
JP (1) JP5778292B2 (en)
KR (1) KR101653694B1 (en)
CN (1) CN103201430A (en)
AP (1) AP3570A (en)
AU (1) AU2011325351B2 (en)
BR (1) BR112013011066A2 (en)
CA (1) CA2815760C (en)
DE (2) DE102010050200A1 (en)
EA (1) EA021499B1 (en)
ES (1) ES2753165T3 (en)
IL (1) IL225942A0 (en)
MX (1) MX338004B (en)
PL (1) PL2635743T3 (en)
SG (1) SG189555A1 (en)
UA (1) UA109455C2 (en)
WO (1) WO2012059318A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011000896A1 (en) * 2011-02-23 2012-08-23 Vossloh-Werke Gmbh System for fastening a rail
EA025681B1 (en) * 2013-10-07 2017-01-30 Майластейн Менеджмент Инк. Rail fastening clamp
PL3346054T3 (en) 2017-01-10 2022-03-28 Schwihag Ag Tension clamp and rail fastening system for fastening railway rails
KR101971886B1 (en) 2018-12-14 2019-04-24 대원강업주식회사 Property Inspection Devece and Inspection Method of Fastener Spring in Rail Fastening Apparatus for High-Speed Railroad

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3690551A (en) * 1969-10-27 1972-09-12 Wilhelm Munch Rail-fastening devices
US5096119A (en) * 1989-06-02 1992-03-17 Vossloh-Werke Gmbh Rail fastening on concrete ties by means of resilient tension clamps
RU2034944C1 (en) * 1993-04-02 1995-05-10 Александр Николаевич Жученко Rail fastening clamp
CN2466209Y (en) * 2000-12-18 2001-12-19 程平 Fastener for rail
US20080105758A1 (en) * 2004-12-09 2008-05-08 Karl-Heinz Schwiede Non-Positive Fit Elastic Rail Connection For Track Systems
CN101815824A (en) * 2007-09-27 2010-08-25 沃斯洛工厂有限公司 System for fixing rails and tension clamp for same

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1061810B (en) * 1957-05-14 1959-07-23 Johan Frederik Deenik Dipl Ing Fastening device for railroad tracks lying on rigid surfaces between side stops by means of a spring-loaded clamp
DE1261151B (en) 1966-10-29 1968-02-15 Meier Hermann Dr Ing Rail fastening with elastic clamp
DE3526653A1 (en) * 1985-07-25 1987-02-05 Vossloh Werke Gmbh RAIL MOUNTING BY AN ELASTIC TENSION CLAMP
FR2621619B1 (en) * 1987-10-07 1990-03-02 Allevard Ind Sa RAILWAY FIXING FASTENER HAVING TRAVEL STOPPING MEANS AND FASTENING SPRING
JPH0757924B2 (en) * 1988-08-16 1995-06-21 フォスロー − ベルケ・ゲーエムベーハー Rail rail fixing device
DE102004044869B4 (en) * 2004-09-14 2013-05-08 Voestalpine Bwg Gmbh & Co. Kg Arrangement for guiding a rail on a concrete sleeper and method for producing such
ATE510067T1 (en) * 2006-01-21 2011-06-15 Vossloh Werke Gmbh SYSTEM FOR FASTENING A RAIL
DE102007044055A1 (en) * 2007-09-14 2009-04-02 Vossloh-Werke Gmbh System for securing a rail on a level solid surface

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3690551A (en) * 1969-10-27 1972-09-12 Wilhelm Munch Rail-fastening devices
US5096119A (en) * 1989-06-02 1992-03-17 Vossloh-Werke Gmbh Rail fastening on concrete ties by means of resilient tension clamps
RU2034944C1 (en) * 1993-04-02 1995-05-10 Александр Николаевич Жученко Rail fastening clamp
CN2466209Y (en) * 2000-12-18 2001-12-19 程平 Fastener for rail
US20080105758A1 (en) * 2004-12-09 2008-05-08 Karl-Heinz Schwiede Non-Positive Fit Elastic Rail Connection For Track Systems
CN101815824A (en) * 2007-09-27 2010-08-25 沃斯洛工厂有限公司 System for fixing rails and tension clamp for same

Also Published As

Publication number Publication date
EA021499B1 (en) 2015-06-30
WO2012059318A1 (en) 2012-05-10
DE102010050200A1 (en) 2012-05-10
AP2013006898A0 (en) 2013-06-30
UA109455C2 (en) 2015-08-25
EP2635743B1 (en) 2019-08-14
AP3570A (en) 2016-02-03
AU2011325351A1 (en) 2013-05-23
CA2815760A1 (en) 2012-05-10
IL225942A0 (en) 2013-07-31
SG189555A1 (en) 2013-06-28
BR112013011066A2 (en) 2016-08-23
JP5778292B2 (en) 2015-09-16
DE202010016149U1 (en) 2011-02-17
MX2013005063A (en) 2013-06-28
EA201300427A1 (en) 2013-09-30
KR101653694B1 (en) 2016-09-02
PL2635743T3 (en) 2020-05-18
CA2815760C (en) 2015-08-11
KR20130084689A (en) 2013-07-25
JP2013541655A (en) 2013-11-14
MX338004B (en) 2016-03-30
EP2635743A1 (en) 2013-09-11
AU2011325351B2 (en) 2015-12-03
ES2753165T3 (en) 2020-04-07

Similar Documents

Publication Publication Date Title
CN102119249B (en) Laterally adjustable rail fastening system
US7854392B2 (en) System for fastening a rail for a rail vehicle
AU2008306993B2 (en) System for fastening a rail and tensioning clamp for such a system
CN103201429B (en) Tension clamps for rail fastening and systems equipped with such tension clamps
JP5775531B2 (en) Railway rail fastening device
CN103201430A (en) Clamp for attaching a rail and system provided with such a clamp
US20110047786A1 (en) Guide plate for a system for securing a rail on a substrate and a system comprising such guide plate
US8844836B2 (en) Rail clamp for attaching a rail and system provided with a rail clamp of this type
CN106062278B (en) A kind of rail fastening devices with outer container for being used to trigger shear-type load
US9045866B2 (en) Tensioning clamp for fastening a rail and system equipped with a tensioning clamp of this type
CN109952400B (en) Tension clamp and fastening point for fastening a rail to a substrate
TW201020187A (en) Bracket for bulk material transfer systems and method of using the same
KR20150043785A (en) Rail fastening system with casing for shearing load guidance
CA2567560A1 (en) Improved rail clip support shoulder
HUP0800082A2 (en) Clamping device for fastening railway rails on cross-sleeper and fastener spring thereof
CN100564674C (en) Method for mounting rail fastening on track slab
CN208899253U (en) The system of track fastening point and the track fastening point for manufacturing the type
CN221940973U (en) An in-line railway fastening system
RU2034944C1 (en) Rail fastening clamp
GB2214545A (en) Rail fastening assembly
OA16405A (en) Clamp for attaching a rail and system provided with such a clamp.
AU2017371831A1 (en) Rail mounting device and method for fixing rails to reinforced concrete railway sleeper
UA55333C2 (en) Springy clip of rail brace
JPH02101202A (en) Elastic rail binding device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20130710