公开(公告)号：EP2666907B1

公开(公告)日：2017-11-29

申请号：EP13305669.7

申请日：2013-05-23

申请人： Colas Rail

发明人： Malod-Panisset, Jacques

IPC分类号： E01B1/00

CPC分类号： E01B1/002 ,  E01B1/008

公开(公告)号：EP2659068A1

公开(公告)日：2013-11-06

申请号：EP11801759.9

申请日：2011-12-23

申请人： Sonneville AG

发明人： LABORENZ, Peter ,  KIEFER, Bruno ,  HENGELMANN, Anabel

IPC分类号： E01B1/00 ,  E01B29/00 ,  E01C9/04

CPC分类号： E01B1/001 ,  E01B1/004 ,  E01B1/008 ,  E01B2/00 ,  E01B26/00 ,  E01B29/005 ,  E01B2204/06 ,  E01C9/00 ,  E01C9/04

摘要： In order to produce a slab trackway for rail vehicles with an escape route (12) for road vehicles, a prefabricated track section with rails (8) and sleepers (5) is supported and positioned on a substructure (1) by means of a supporting and directing device. Thereafter, a trackway slab (10) is produced by casting between the sleepers (5). The part of the sleepers (5) which projects out of the trackway slab (10) and the rails (8) is limited by formwork, and an escape route (12) is constructed on the trackway slab (10) by casting.

公开(公告)号：EP1619305A3

公开(公告)日：2006-09-06

申请号：EP05106393.1

申请日：2005-07-13

申请人： Frenzel Bau GmbH & Co. KG

发明人： Frenzel, Tim

IPC分类号： E01B1/00 ,  E01B27/18

CPC分类号： E01B1/008 ,  E01B1/001 ,  E01B27/18 ,  E01B2204/03

摘要： Der Gleisoberbau für einen Schienenweg auf einem quer zu dessen Erstreckung geneigten Untergrund (12) ist versehen mit einem Schotterkörper (16) aus einzelnen Schottersteinen (18) und in dem Schotterkörper eingebetteten Schwellen (20), an denen Schienen (24) befestigbar sind, wobei der Schotterkörper (16) unterhalb der Schwellen (20) Lastabtragungsbereiche (26) aufweist, die beim Befahren der Schienen (24) über die Schwellen (20) vertikal auf den Schotterkörper (16) wirkende Lasten aufnehmen und den Untergrund (12) unterhalb des Schotterkörpers (16) übertragen. Diese Übertragung ist dadurch gekennzeichnet, dass im Wesentlichen lediglich die Hohlräume zwischen den Schottersteinen (18) innerhalb der Lastabtragungsbereiche (26) des Schotterkörpers (16) zur Lagefixierung der Schottersteine (18) in diesen Bereichen (26) mit einem Schaummaterial (28) insbesondere einem PU-Schaummaterial, ausgefüllt sind und dass zwischen dem Schotterkörper (16) und dem Untergrund (12) eine elastische Drainageschicht (14) angeordnet ist.

摘要翻译： 对于横向倾斜的相对于延伸表面（12）上的铁路轨道上层建筑设置有单独的道碴石（18）的压载体（16）和嵌入在所述镇流器结构轨枕（20），在其轨道（24）能够被紧固，由此 镇流器本体（16）的轨枕（20）负载耗散区域（26），其接收的下方，垂直于轨枕轨道（24）的驱动（20）上的镇流器结构时（16）作用的负荷和镇流器结构下方的基底（12） （16）转移。 这种转移的特征在于，实质上只镇流器（16）的负载耗散区域（26）内的道碴石（18）之间的空隙，在这些区域（26）尤其是泡沫材料（28）固定所述镇流器石（18） PU泡沫材料被填充并且在压载体（16）和基底（12）之间布置有弹性排水层（14）。

公开(公告)号：EP1619305A8

公开(公告)日：2006-07-19

申请号：EP05106393.1

申请日：2005-07-13

申请人： Frenzel Bau GmbH & Co. KG

发明人： Frenzel, Tim

IPC分类号： E01B1/00 ,  E01B27/18

CPC分类号： E01B1/008 ,  E01B1/001 ,  E01B27/18 ,  E01B2204/03

摘要： Der Gleisoberbau für einen Schienenweg auf einem quer zu dessen Erstreckung geneigten Untergrund (12) ist versehen mit einem Schotterkörper (16) aus einzelnen Schottersteinen (18) und in dem Schotterkörper eingebetteten Schwellen (20), an denen Schienen (24) befestigbar sind, wobei der Schotterkörper (16) unterhalb der Schwellen (20) Lastabtragungsbereiche (26) aufweist, die beim Befahren der Schienen (24) über die Schwellen (20) vertikal auf den Schotterkörper (16) wirkende Lasten aufnehmen und den Untergrund (12) unterhalb des Schotterkörpers (16) übertragen. Diese Übertragung ist dadurch gekennzeichnet, dass im Wesentlichen lediglich die Hohlräume zwischen den Schottersteinen (18) innerhalb der Lastabtragungsbereiche (26) des Schotterkörpers (16) zur Lagefixierung der Schottersteine (18) in diesen Bereichen (26) mit einem Schaummaterial (28) insbesondere einem PU-Schaummaterial, ausgefüllt sind und dass zwischen dem Schotterkörper (16) und dem Untergrund (12) eine elastische Drainageschicht (14) angeordnet ist.

公开(公告)号：EP1167627B1

公开(公告)日：2005-11-02

申请号：EP01114746.9

申请日：2001-06-22

申请人： Stog, Arnulf

发明人： Stog, Arnulf

IPC分类号： E01D19/06 ,  E01D19/08

CPC分类号： E01D19/06 ,  E01B1/008 ,  E01D19/086

公开(公告)号：EP1102903A4

公开(公告)日：2003-04-09

申请号：EP99938059

申请日：1999-08-06

申请人： ECOFLEX AU PTY LTD

发明人： CALLINAN GARRY KEVIN ,  CHAPMAN PETER

IPC分类号： B09B1/00 ,  E01B1/00 ,  E01B2/00 ,  E01C3/00 ,  E02B3/12 ,  E02D17/20 ,  E02D29/02 ,  E02D17/18 ,  E01C3/06 ,  E02B3/02 ,  E02B11/00 ,  E02D17/08 ,  E02D27/02 ,  E02D27/08 ,  E21F16/02

CPC分类号： E02D17/20 ,  E01B1/008 ,  E01B2/003 ,  E01B2204/02 ,  E01C3/006 ,  E02B3/122 ,  E02D29/02 ,  E02D2300/0003 ,  Y10S52/09

摘要： A foundation comprising one or more layers or mattresses of tires, and a fill material provided within and/or between tires of each of the mattresses. The fill material is preferably a relatively coarse aggregate and provides a porous bed having relatively high drainage capacity. The lowermost mattress is cloth which is designed to allow the passage of water across the lowermost mattress whilst preventing the ingress of relatively finer material into the fill material and which can otherwise lead to degeneration of the foundation. At least some of the tires typically also have an upper sidewall removed therefrom.

公开(公告)号：EP0898623A4

公开(公告)日：2000-10-11

申请号：EP97925509

申请日：1997-05-08

申请人： SCHNEIDER STEPHEN J ,  PRESSLER DAVID E

发明人： PRESSLER DAVID E

IPC分类号： E01B1/00 ,  E01B2/00 ,  E01B3/40 ,  E01C3/00 ,  E01C3/06 ,  E01C7/14

CPC分类号： E01B2/006 ,  E01B1/00 ,  E01B1/001 ,  E01B1/002 ,  E01B1/008 ,  E01B3/40 ,  E01B2204/07 ,  E01C3/00 ,  E01C3/06 ,  E01C7/14

摘要： A rigid concrete slab (12, 14) for conveying vehicular or railroad traffic which is provided with functional longitudinal beams (32, 34) that extend or protrude downward from the underside of the slab (12, 14) and are fully and continuously supported by the underlying material. The attached beams (32, 34) enhance, strengthen and stabilize both longitudinally and transversely. Friction and suction, or interface adhesion, between the beams (32, 34) and the underlying material in which it rests causes the beams to act as anchors thereby further resisting displacement or distorion of the slab.

公开(公告)号：EP0952253A1

公开(公告)日：1999-10-27

申请号：EP99106940.2

申请日：1999-04-08

申请人： Century Group Inc.

发明人： Vincent, Jon R. ,  Gaudet, Richard C.

IPC分类号： E01B26/00

CPC分类号： E01B19/006 ,  E01B1/008

摘要： The system for collecting liquid spillage at rail facilities includes a plurality of center pans (10) and side pans (14) arranged in end to end relation. The pans (10, 14) are formed of a molded lightweight plastic material, preferably high density polyethylene. Each pan (10, 14) has a molded downward extending vertical drain pipe (54, 78) which fits within an elastomeric sleeve (60) about an upper drain opening (34) in a transverse drain conduit (28) positioned between a pair of crossties beneath the pans (10, 14). Each center pan (10) has a resilient upwardly inclined side flange or lip (44) which fits in sealing relation against adjacent rail (12) at the juncture of the head (16) and the vertical web (18) of the rail (12).

摘要翻译： 用于在轨道设施处收集液体溢出的系统包括以端对端关系布置的多个中心盘（10）和侧盘（14）。 平底锅（10,14）由模制的轻质塑料材料形成，优选高密度聚乙烯。 每个盘（10,14）具有模制的向下延伸的垂直排水管（54,78），其在横向排水管道（28）内围绕上部排水开口（34）装配在弹性体套筒（60）内，位于一对 平底锅下面的十字架（10,14）。 每个中心盘（10）具有弹性向上倾斜的侧凸缘或凸缘（44），其在头部（16）和轨道（12）的垂直腹板（18）的接合处与相邻导轨（12）密封， ）。

公开(公告)号：EP0857235B1

公开(公告)日：1999-03-31

申请号：EP97917227.7

申请日：1997-02-17

申请人： Unbehaun, Olaf

发明人： Unbehaun, Olaf

IPC分类号： E01B3/40 ,  E01B1/00

CPC分类号： E01B2/00 ,  E01B1/001 ,  E01B1/008 ,  E01B3/40

摘要： The invention concerns a railway track comprising a ballast bed (10), sleepers (12) disposed on the ballast bed, and rails (14) secured to the sleepers. The sleepers are disposed closely adjacent one another but in contactless manner such that a gap is left free. The sleepers define water-evacuation channels (134) extending transversely to the longitudinal direction of the track, in order to lead water away laterally. The gaps between the sleepers can be covered by covering elements (142) or the sleepers can overlap one another in contactless manner. In this way, the track bed is maintained substantially free from water, the positional stability of the track is increased, and hence the amount of maintenance work required, such as packing, cleaning and removal of weeds is reduced or rendered superfluous.

公开(公告)号：EP0711372B1

公开(公告)日：1998-11-04

申请号：EP94921723.6

申请日：1994-07-26

申请人： THE UNIVERSITY OF BIRMINGHAM

发明人： HOARE, David, John ,  ALOBAIDI, Imad, Majeed ,  GHATAORA, Gurmel, Singh

IPC分类号： E01C3/06 ,  E01B9/68

CPC分类号： E01C3/06 ,  E01B1/008 ,  E01B2204/01 ,  Y10T428/249953

摘要： A highway pavement has a multi-layer structure (20) interposed between the subbase (24) and the subgrade (22). The multi-layer structure is also suitable for use in railway pavements. The multi-layer structure (20) comprises upper and lower flexible sheet materials (14; 10) and an intermediate load-spreading layer formed of a multiplicity of load-spreading elements (12) held together in the desired preset relationship so that gaps are provided between adjacent elements (12) for passage of water. The upper flexible sheet material (14) is water permeable. The lower flexible sheet material (10) is either (a) substantially water impermeable but provided with perforations (16) or slits therethrough at locations which open into the gaps between the load-spreading elements (12), or (b) water vapour permeable but substantially impermeable to liquid water, or (c) substantially impermeable to liquid water and water vapour. In some embodiments the upper sheet material (14) may be omitted.