EP1974100B1 - System zur befestigung einer schiene - Google Patents

System zur befestigung einer schiene Download PDF

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Publication number
EP1974100B1
EP1974100B1 EP06706343A EP06706343A EP1974100B1 EP 1974100 B1 EP1974100 B1 EP 1974100B1 EP 06706343 A EP06706343 A EP 06706343A EP 06706343 A EP06706343 A EP 06706343A EP 1974100 B1 EP1974100 B1 EP 1974100B1
Authority
EP
European Patent Office
Prior art keywords
rail
fully assembled
plate
assembled system
pressure plate
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.)
Active
Application number
EP06706343A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1974100A1 (de
Inventor
Helmut Eisenberg
Winfried BÖSTERLING
Dirk VORDERBRÜCK
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
Priority to PL06706343T priority Critical patent/PL1974100T3/pl
Publication of EP1974100A1 publication Critical patent/EP1974100A1/de
Application granted granted Critical
Publication of EP1974100B1 publication Critical patent/EP1974100B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs

Definitions

  • the invention relates to a system for fastening a rail, in particular a rail of a switch, on an inelastic solid and just trained underground.
  • Substrates formed of concrete or similar solid, inelastic materials so-called “solid lanes”, have the advantage, in particular on such routes, which are traveled by trains at high speed, that they due to their high inherent rigidity in each case occurring high loads during the crossing without being able to safely absorb the risk of undue deformation of the rail and ground.
  • the rail is usually supported by an elastic intermediate layer on the ground.
  • Spring elements acting from above on the rail foot so-called tensioning clamps, press the rail against the solid ground with a defined contact force.
  • the lateral guidance of the rail foot is usually carried out with the aid of so-called angled guide plates, which rest laterally on the rail foot and support the rail against the transverse forces that occur when passing over a rail vehicle.
  • a rail fastening system of the type in question is the fastening system offered by the Applicant under the name "System 300".
  • the solid ground is formed by a concrete sleeper, which stands on a ground formed of concrete slabs.
  • an elastic intermediate layer is placed, which ensures a defined vertical support of the rail support.
  • On the intermediate layer is a pressure plate, which distributes the loads acting in the vertical direction evenly on the elastic intermediate layer.
  • two angle guide plates are provided in the known system, of which one is attached to one of the sides of the rail foot.
  • depressions and elevations are usually formed on the respective solid substrate, which allow a positive connection of the angled guide plate to the solid ground.
  • the angle guide plates in the known fastening system serve to guide a ⁇ -shaped tension clamp, press the arms with their free ends on their respective associated side of the rail foot.
  • a clamping screw is provided in each case, which is screwed through the respective angle guide plate into the solid ground.
  • Rail fastening systems of the type described above have proven themselves in practice for a long time and are used in large numbers. However, in such areas where the mounting of the rails due to local peculiarities or design is difficult, even today special solutions are still used. This is the case in particular in the case of switches, in which the attachment of the individual rail parts usually takes place indirectly, by first fastening a support plate to the substrate and then holding the rail via fastening means which are clamped to the underlay plate. If necessary, an elastic intermediate layer is arranged between the base plate and the substrate or between the rail and the base plate in order to bring about the required elasticity of the rail support in the switch area. Such a system is offered, for example, under the name "System KS" by the applicant.
  • a fastening system for a built-in rail track switch on a superstructure are further from the DE 101 39 198 A1 known.
  • the angle guide plate rests directly on the rail of these variants.
  • the angle guide plate is in each case on a base portion of a base plate, which extends beyond the width of the switch out and lies on the respective solid ground.
  • the required elastic compliance of the rail is ensured by an elastic intermediate layer which is arranged between the rail base and the base plate.
  • the width of the intermediate layer is limited to the width of the rail foot, so that only a limited flexibility can be achieved.
  • the present invention seeks to provide a fastening system, which also in the field of difficult or deviating from the standard situation mounting tasks, such as those given in the range of points, a safe and easy mountable mounting rails allowed.
  • a rail fastening system In a rail fastening system according to the invention, the individual elements are arranged on the newly formed surface of the respectively available solid ground. Consequently, the positional fixing of the angle guide plate is not carried out on the substrate formed projections or depressions, but this is a separate support bracket provided.
  • This support bracket can easily be positioned in each case during assembly of the fastening system according to the invention, that optimal support of the angle guide plate is guaranteed regardless of their respective orientation on the respective surface.
  • the fastening system according to the invention can in this way build on a known system, from which it can take over most of the components, such as elastic intermediate layer, pressure distribution plate, spring element and clamping element.
  • the fastening system according to the invention is thereby characterized particularly highly resilient and at the same time optimized with regard to the flexibility of its elastic intermediate layer, that the intermediate layer and the pressure plate are wider than the rail foot on the model of the known fastening system "System 300".
  • the secure arrangement of the respective angled guide plate is then ensured by the fact that the intermediate layer and the pressure plate in its laterally beyond the rail foot region has an opening that the angled guide plate has a support rib, which is guided in completely assembled system through the opening on the solid surface stands and that when the system is fully assembled, the pressure plate cross section of the angle guide plate is held at a distance from the pressure plate.
  • the particular advantage of the invention is that it does not require any special shape of the respective solid substrate, but that a flat surface of the substrate is sufficient for the mounting of the fastening system according to the invention.
  • This peculiarity makes a system according to the invention particularly suitable for use in the area of switches supported on sleepers as a solid foundation, where usually each threshold is shaped differently in order to optimally be able to absorb the loads bearing on the rails of the switch.
  • fastening systems according to the invention can be mounted in a simple manner, in particular, if the solid base is formed by a concrete sleeper, the upper side of which is flat at least in the area occupied by the completely assembled system.
  • the system according to the invention can also be fastened to a concrete slab or a comparable structural element, the upper side of which is flat at least in the fastening area.
  • a particularly stable and, at the same time, weight-optimized variant of the invention is characterized in that the support bracket has a first support section assigned to the solid substrate, a support section arranged at an angle, in particular substantially at right angles, on the angled guide plate when the system is fully assembled and at least one between the Pad portion and the support portion extending reinforcing rib has.
  • the fastening system may comprise two pairs of angled guide plate and support bracket, one of which is assigned to one of the sides of the rail foot in a standard fastening situation, as in the conventional fastening systems.
  • the pressure plate can have a standing surface on which the rail is with its rail base when the system is completely assembled, and a sliding surface which is increased in relation to the floor space have the switch tongue.
  • the pressure plate may have a arranged in the area between the base and the elevated sliding attachment point and the fastening system according to the invention comprise a to be fixed to the attachment point second clamping element and a second spring element which is tensioned by the second clamping element when the system is completely assembled and acts on the rail foot on the side opposite the first spring element.
  • the fastening system comprises two groups of angled guide plate, spring element, clamping element and support bracket, one of which is assigned directly to the rail to be fastened, while the other group is assigned to the other side of the pressure plate and the spring element associated with this group acts on the pressure plate.
  • a variant of the invention which is suitable in particular for the region of a switch in which rails are arranged in close proximity provides for two rails to be arranged at a distance from one another on the pressure plate when the system is completely assembled. Also in this case, the attachment of the two rails on the printing plate can be accomplished in a simple manner, when the pressure plate in the space occupied by the rail feet in completely assembled system space has two attachment points and the fastening system according to the invention two additional to be attached to the attachment points Clamping elements and two additional spring element comprises, of which in each case one of the tensioning element associated therewith is tensioned and acts on the side opposite to the respective first spring element on the rail foot of the respectively associated rail.
  • a conventionally straight-ahead rail S is mounted on a concrete sleeper 1, which has a flat top 2 and is also on a bottom plate 3 also made of concrete.
  • a bottom plate 3 also made of concrete.
  • the fastening system used for fastening the rail S on the threshold 1 comprises the items explained below.
  • An elastic intermediate layer 4 is placed on the flat top 2 of the concrete sleeper 1 and seen transversely to the longitudinal extent of the rail S, based on the rail S, centered.
  • the width B of the intermediate layer 4 is greater than the width of the rail foot 5 of the rail S, so that the intermediate layer 4 is on both sides of the rail 5 also.
  • the intermediate layer 4 has an opening 6, 7 in each case.
  • a made of steel or cast iron material pressure distribution plate 8 the size of which viewed in plan view is equal to the size of the elastic intermediate layer 4, is laid down on the intermediate layer 4.
  • the pressure distribution plate 8 also has an opening 9, 10 in the region of its sections projecting beyond the rail foot, which openings are aligned congruently with the openings 6, 7 of the intermediate layer 4.
  • the pressure distribution plate 8 is dimensioned such that its deflection by the Crossing the rail S occurring in the vertical direction loads V is only minimal and the loads V are evenly distributed to the elastic intermediate layer 4.
  • Two angle guide plates 11,12 each have a central portion 13 which is wider than that between the openings 9,10 and the next respectively adjacent narrow sides existing portion of the pressure distribution plate 8.
  • At the rail foot 5 associated side are at the central portion downwardly facing support ribs 13,14 molded.
  • the height of the support ribs 13,14 is greater than the common thickness of the intermediate layer 4 and the pressure distribution plate 5.
  • an upwardly facing support portion 15, with the angle guide plates 11,12 at fully assembled mounting system at their respective assigned Side of the rail foot 5 abut.
  • the angle guide plates 11, 12 pass over into a rib section, onto which support ribs 16, 17 pointing downwards are formed.
  • one through opening is formed in the angled guide plates 11, 12 which is aligned with the respective opening 6, 7 or 9, 10 of the intermediate layer 4 and the pressure distribution plates 8.
  • the support bracket 18,19 each have a resting on the top 2 of the concrete sleeper 1 support portion 20, one at right angles arranged on the respective angle guide plate 11,12 adjacent support portion 21 and four equally spaced reinforcing ribs 22 which extend between the support portion 20 and the support portion 21.
  • At the top 2 of the concrete sleeper 1 associated lower edge of the support portion 21 are aligned at right angles to the support portion 21, forward-facing projections 22 formed, which also rest with its underside on the top 2 of the concrete sleeper 1.
  • the angle guide plates 11,12 are guided with their support ribs 16,17 through the opening 6,7 or 9,10 of intermediate plate 4 and pressure distribution plate 8 so that they stand on the top 2 of the concrete sleeper 1.
  • the respective support bracket 18,19 laterally pushed him to the respectively associated angle guide plate 11,12 zoomed until its support portion 21 abuts the respective angle guide plate 11,12 and the projections 22 are positioned under the support ribs 13,14.
  • the support bracket 18,19 are bolted to the concrete sleeper 1.
  • a plastic dowel 23 is first set in a correspondingly introduced into the concrete sleeper 1 hole, then into the one guided by a molded into the support portion 20 of the support bracket 18,19 through-hole fastening screw 24 is screwed.
  • a layer 25 of an electrically insulating material is additionally arranged, which is an electrical conductive connection between pressure distribution plate 8 and rail S prevented.
  • angled guide plates 11,12 shaped elements such as bumps and grooves are formed in known manner, which are intended for guiding and lateral supports of sections of each one on the respective angle guide plate 11,12 patched ⁇ -shaped spring element 26,27.
  • the spring elements 26,27 also called clamps, press in the assembled state with the free ends of their clamping arms on top of the rail foot 5, so that the rail S is held resiliently in the vertical direction.
  • a clamping screw 28, 29 is provided, which acts with its screw head on the middle section of the respective spring element 26, 27 and with its shaft through the respective opening of the angled guide plates 11, 12 and the openings 6, 7 and 9,10 of the pressure distribution plate 8 and the intermediate layer 4 are screwed into a dowel 30, which is inserted into a correspondingly molded into the concrete sleeper 1 bore.
  • a dowel 30 which is inserted into a correspondingly molded into the concrete sleeper 1 bore.
  • the fastening system comprises as in the FIGS. 1 and 2 illustrated embodiment, an elastic intermediate layer 31, a laid on the intermediate layer 31 and this over the entire area covering the pressure distribution plate 32, two corresponding to the angle guide plates 11,12 formed angle guide plates 33,34, two accordingly the support angles 17,18 trained support bracket 35,36, screws 37,38 for securing the support bracket 35,36 on the flat top of a concrete sleeper 39, two spring elements 40,41, clamping screws 42,43 for tensioning the spring elements 38,39 and an electric insulating layer 44, which lies between the rail 5 of the rail S to be fastened and the pressure distribution plate 32.
  • FIGS. 1 and 2 The embodiment shown in FIG Fig. 3 illustrated fastening system for securing a belonging to a switch rail, which is arranged in the range of movement of the switch blade Z.
  • a track chair in the form of a survey 45 is formed on the pressure distribution plate, the top of which forms the sliding surface 46, on which the switch blade can be slidably moved back and forth.
  • a fastening point 48 in the form of a screw bolt fixedly connected to the pressure distribution plate 32 is provided in the area between the one in the area between the base 47, on which the rail foot 5 stands, and the elevated sliding surface 46.
  • the angle guide plate 33 engages with its associated with the rail support ribs in the openings of the pressure distribution plate 32 and elastic intermediate layer 31, as in the pressure distribution plate 8 and the Intermediate layer 4 are formed in the laterally beyond the rail foot beyond section of pressure distribution plate 8 and intermediate layer 4.
  • the pressure distribution plate 32 and the underlying elastic intermediate layer 31 also on this side laterally projecting portions into which an up to the top of the concrete sleeper 39 leading opening 51 is formed.
  • the angle guide plate 34 engages with their pressure distribution plate associated support ribs.
  • the lateral support of the angle guide plate 34 by means of the support bracket 36, as for the in the FIGS. 1 and 2 illustrated embodiment described. After clamping, the free ends of the spring arms of the spring element 41 rest on the upper side of the pressure distribution plate 32 and thus exert the holding forces required for the elastically resilient hold on the pressure distribution plate 32.
  • a fastening system is shown which is suitable for fixing closely spaced rails S, S2, such as are present in the gusset area of points.
  • the fastening system in question comprises an elastic intermediate layer 53 lying on the flat upper side of the concrete sleeper 52, a pressure distribution plate 54 covering the intermediate layer 53, two angle guide plates 55, 56 formed corresponding to the angled guide plates 11, 12, two corresponding to the support angles 17, 18 Support angle 57,58, screws 59,60 for fixing the support angle 57,58 on the flat top of the concrete sleeper 52, two spring elements 61,62, clamping screws 63,64 for tensioning the spring elements 61,62 and two electrically insulating layers 65,66, each lie between the rail feet 5.67 of the rails to be fastened S, S2 and the pressure distribution plate 54.
  • the pressure distribution plate 54 and the elastic intermediate layer 53 in each case project laterally beyond the rail foot 5 of the rail and the rail foot 67 of the rail S2. In the protruding portions of the pressure distribution plate 54 and the intermediate layer 53 each one through the top of the concrete sleeper 52 through opening is formed.
  • the attachment of the rails S, S2 takes place on the side remote from the respective other rail S, S2 side of the respective rail foot 5.67 by means of the angle guide plates 55,56, the support angle 57,58, the Bolts 59,60 for fixing the support bracket 57,58, the spring elements 61,62 and the clamping screws 63,64 for tensioning the spring elements 61,62 as well as for in the FIGS. 1 and 2 illustrated embodiment described.
  • Fig. 4 is shown on the left side a fully assembled attachment, while the attachment on the right side in preparation for the distortion of the spring element 62 is located.
  • two fastening points 68, 69 in the form of bolts are provided in the region between the contact surfaces of the rail feet 5, 65 on the pressure distribution plate 54.
  • ⁇ -shaped clamping clamps 70,71 belonging to the respective fastening system are likewise braced by means of a respective clamping nut 72,73 in such a way that they apply the required holding force to the rail base 5 or 65 with the free ends of their spring arms.
EP06706343A 2006-01-21 2006-01-21 System zur befestigung einer schiene Active EP1974100B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06706343T PL1974100T3 (pl) 2006-01-21 2006-01-21 System mocowania szyny

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2006/000533 WO2007082553A1 (de) 2006-01-21 2006-01-21 System zur befestigung einer schiene

Publications (2)

Publication Number Publication Date
EP1974100A1 EP1974100A1 (de) 2008-10-01
EP1974100B1 true EP1974100B1 (de) 2011-05-18

Family

ID=36371057

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06706343A Active EP1974100B1 (de) 2006-01-21 2006-01-21 System zur befestigung einer schiene

Country Status (11)

Country Link
EP (1) EP1974100B1 (zh)
JP (1) JP5185136B2 (zh)
CN (1) CN101360864B (zh)
AT (1) ATE510067T1 (zh)
BR (1) BRPI0621011A2 (zh)
DE (1) DE202006020567U1 (zh)
EA (1) EA014168B1 (zh)
ES (1) ES2365860T3 (zh)
PL (1) PL1974100T3 (zh)
PT (1) PT1974100E (zh)
WO (1) WO2007082553A1 (zh)

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DE102007044098B3 (de) * 2007-09-14 2009-04-09 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund
DE202007018566U1 (de) * 2007-09-14 2008-12-04 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem ebenen festen Untergrund
DE102007046543A1 (de) 2007-09-27 2009-04-16 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Spannklemme für ein solches System
DE102008003744B3 (de) * 2008-01-10 2009-06-04 Vossloh-Werke Gmbh Abstützung für ein System zum Befestigen einer Schiene und System zum Befestigen einer Schiene
JP2011512468A (ja) 2008-02-22 2011-04-21 フォスロー−ベルケ ゲゼルシャフト ミット ベシュレンクテル ハフツング 基盤上にレールを固定するシステムおよび装置
EA017401B1 (ru) * 2008-08-14 2012-12-28 Восслох Верке Гмбх Устройство для установки железнодорожных рельсов на основании
KR101067836B1 (ko) * 2008-12-11 2011-09-27 삼표이앤씨 주식회사 횡압력 감쇄장치와 이를 이용한 침목 체결구조 및 방법
KR101140389B1 (ko) 2010-01-07 2012-05-03 삼표이앤씨 주식회사 콘크리트 도상용 철도레일 체결장치 및 체결방법
KR101110830B1 (ko) 2010-01-13 2012-02-24 한신공영 주식회사 모노레일용 가이드 레일의 고정 장치 및 그 설치 방법
DE202010016149U1 (de) * 2010-11-04 2011-02-17 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
DE102011000896A1 (de) * 2011-02-23 2012-08-23 Vossloh-Werke Gmbh System zum Befestigen einer Schiene
CZ23382U1 (cs) 2011-12-20 2012-02-06 DT - Výhybkárna a strojírna, a.s. Podkladnicová sestava pro upevnení kolejnic
WO2014015395A1 (ru) * 2012-07-26 2014-01-30 Baharov Georgi Stefanov Рельсовое скрепление для деревянных шпал
FR3002556B1 (fr) * 2013-02-26 2018-10-26 Vossloh Cogifer Dispositif de positionnement et de fixation d'un rail sur une traverse
CN103422401B (zh) * 2013-08-09 2016-03-30 北京中铁福斯罗技术有限公司 一种铁路设备固定系统和调节其的方法
WO2015034392A1 (ru) * 2013-09-04 2015-03-12 Общество С Ограниченной Ответственностью Научно-Производственная Фирма "Мастер Класс" Устройство для рельсового скрепления стрелочного перевода (варианты)
WO2015036304A1 (de) 2013-09-13 2015-03-19 Schwihag Ag Schienenbefestigungssystem
FR3012401B1 (fr) * 2013-10-30 2015-12-04 Vossloh Cogifer Ensemble forme d'un vcc (verrou carter coussinet) d'appareil de voie sur traverse
EA029041B1 (ru) * 2013-11-13 2018-02-28 Майластейн Менеджмент Инк. Устройство для рельсового скрепления стрелочного перевода (варианты)
EA029726B1 (ru) * 2014-04-01 2018-05-31 Воссло Кожифер (Сосьетэ Аноним) Устройство для позиционирования и крепления рельса на шпале
WO2015155421A1 (fr) * 2014-04-10 2015-10-15 Vossloh Cogifer Dispositif de positionnement et de fixation d'un rail sur une traverse
DK3235951T3 (da) * 2016-04-22 2019-06-24 Schwihag Ag Indretning til fastgørelse af en skinne for skinnekøretøjer
CN108570891B (zh) * 2017-03-09 2019-09-06 四川省宜宾普什驱动有限责任公司 一种高速铁路钢轨专用扣件
CN108570892B (zh) * 2017-03-09 2019-09-06 四川省宜宾普什驱动有限责任公司 一种钢轨扣件及钢轨扣件加工系统
CN109423923A (zh) * 2017-08-28 2019-03-05 洛阳双瑞橡塑科技有限公司 一种钢轨扣件系统
CN107724192B (zh) * 2017-11-02 2024-01-30 中铁上海工程局集团有限公司 铁轨定位紧固装置
DE102018117453A1 (de) 2018-07-19 2020-01-23 Schwihag Ag Gleis- Und Weichentechnik Schienenbefestigungssystem
DE102019207929A1 (de) 2019-05-29 2020-12-03 Schwihag Ag Schienenbefestigungssystem
RU195061U1 (ru) * 2019-07-09 2020-01-14 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Рельсовое скрепление

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Also Published As

Publication number Publication date
PL1974100T3 (pl) 2011-10-31
JP2009523931A (ja) 2009-06-25
EA014168B1 (ru) 2010-10-29
PT1974100E (pt) 2011-08-02
WO2007082553A1 (de) 2007-07-26
EA200801537A1 (ru) 2009-04-28
CN101360864B (zh) 2012-07-04
CN101360864A (zh) 2009-02-04
ATE510067T1 (de) 2011-06-15
DE202006020567U1 (de) 2008-12-24
EP1974100A1 (de) 2008-10-01
JP5185136B2 (ja) 2013-04-17
BRPI0621011A2 (pt) 2011-11-29
ES2365860T3 (es) 2011-10-11

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