公开(公告)号：US20140158785A1

公开(公告)日：2014-06-12

申请号：US14087093

申请日：2013-11-22

申请人： Martin FINK ,  Marco HABEGGER ,  Peter LABORENZ

发明人： Martin FINK ,  Marco HABEGGER ,  Peter LABORENZ

IPC分类号： E01B29/00 ,  E01B29/06 ,  E01B27/04

CPC分类号： E01B29/005 ,  E01B1/001 ,  E01B27/04 ,  E01B29/00 ,  E01B29/06 ,  E01B29/10

摘要： In a section of a ballasted track that extends over a plurality of crossties, ballast is removed and crossties are removed. Crosstie blocks mounted in concrete slabs are inserted, lifted, and fastened to the rails. The rails are supported by temporary, vertically adjustable supports and adjusted. In an area that extends over a number of concrete slabs, infill concrete is filled in from the underground up to at least part of the height of the concrete slabs, and after the infill concrete has hardened, at least a part of each of the supports located between two respective concrete slabs is removed. The method allows the conversion to be carried out without changing the position of the rails. After the placement of the supports, the track is immediately operable again so that the relevant section need not remain closed until all method steps are completed.

摘要翻译： 在多个交叉点上延伸的压载轨道的一部分中，去除了镇流器，并且去除了交叉点。 安装在混凝土板中的交叉块被插入，提升并固定在轨道上。 轨道由临时的，可垂直调节的支撑支撑并进行调整。 在多个混凝土板上延伸的区域中，填充混凝土从地下填充到混凝土板的高度的至少一部分，并且在填充混凝土硬化之后，每个支撑件的至少一部分 位于两个相应的混凝土板之间。 该方法允许在不改变轨道的位置的情况下进行转换。 在放置支架之后，轨迹可立即重新进行操作，因此相关部分不需要保持关闭，直到所有方法步骤完成。

公开(公告)号：US08603376B1

公开(公告)日：2013-12-10

申请号：US13169342

申请日：2011-06-27

申请人： Thomas Sands ,  Jonathan Barnhart

发明人： Thomas Sands ,  Jonathan Barnhart

IPC分类号： E04B1/16

CPC分类号： E01B29/005 ,  E01B1/004 ,  E01B26/00

摘要： A method and an apparatus for the protection of a railroad rail, a direct fixation plate or another support unit, a rail to rail connection and a rail to plate connection contacting with concrete upon placing of concrete during construction. The method comprises a step of disposing a mask over a railroad track having a railroad rail, a rail connector and a rail tie to protect the railroad track while placing concrete, the mask configured to cover the rail connector and tie. The mask has a connecting portion, a central portion, an extending portion configured to mask an upper longitudinally extending portion of a railroad rail, and at least one perpendicular section disposed to cover a railroad tie, direct fixation plate or other support unit.

摘要翻译： 一种用于在施工期间放置混凝土的铁路轨道，直接固定板或另一支撑单元，轨对轨连接以及与混凝土接触的轨道对板连接的方法和装置。 该方法包括在具有铁路轨道，轨道连接器和轨道接头的铁路轨道上设置掩模以在放置混凝土的同时保护铁路轨道的步骤，该掩模被配置为覆盖轨道连接器和连接。 掩模具有连接部分，中心部分，被配置为掩蔽铁路轨道的上部纵向延伸部分的延伸部分，以及设置成覆盖铁路系带，直接固定板或其它支撑单元的至少一个垂直部分。

公开(公告)号：US20070176012A1

公开(公告)日：2007-08-02

申请号：US10555568

申请日：2004-05-07

申请人： Jonathan Middleton

发明人： Jonathan Middleton

IPC分类号： E01B1/00

CPC分类号： E01B21/00 ,  E01B2/00 ,  E01B26/00 ,  E01B29/005

摘要： A rail system comprising an elongate ducting trough (22) located, for example, generally centrally along a swept path (20). The ducting trough (22) comprises a plurality of trough sections, each defining a pair of channels (24, 26) for housing electrical cables (not shown). The system further comprises a pair of rails (34) positioned, for example, on either side of the ducting trough (22) and running substantially parallel thereto. The rails (34) and the ducting trough (22) are substantially in the same plane and/or at substantially the same level.

摘要翻译： 一种轨道系统，其包括沿着扫掠路径（20）大致居中定位的细长管道槽（22）。 管道槽（22）包括多个槽段，每个槽段限定用于容纳电缆（未示出）的一对通道（24,26）。 该系统还包括一对导轨（34），其位于例如管道槽（22）的任一侧并且基本上平行于其运行。 轨道（34）和管道槽（22）基本上位于相同的平面和/或基本上相同的水平面上。

公开(公告)号：US06954974B2

公开(公告)日：2005-10-18

申请号：US10278981

申请日：2002-10-24

申请人： Nicolas Rada

发明人： Nicolas Rada

IPC分类号： E01B9/44 ,  E01B1/00 ,  E01B9/02 ,  E01B9/40 ,  E01B29/00 ,  E01B37/00 ,  B23P11/00

CPC分类号： E01B29/005 ,  E01B1/002 ,  E01B9/40 ,  E01B2204/06 ,  E01B2204/09 ,  Y10T29/4981 ,  Y10T29/49895

摘要： In a method of constructing a rail track on a concrete slab, the concrete slab is poured around anchor members for fixing tie plates supporting the rails of the rail track. The method includes the following steps: suspending the rails premounted on their tie plates above the location at which the concrete slab is to be poured, each tie plate including a base under which is disposed a temporary tie plate for accurately guiding the anchor members, adjusting the position of the rails, pouring the concrete slab up to the height of the temporary tie plates, raising the rails and removing the temporary tie plates, and accurately positioning the rails premounted on their tie plates on the concrete slab in their final position and fixing the tie plates to the anchor members.

摘要翻译： 在一种在混凝土板上构造轨道的方法中，将混凝土板浇注在固定构件上，用于固定支撑轨道轨道的连接板。 该方法包括以下步骤：将预先安装在其连接板上的轨道悬挂在混凝土板浇筑的位置上方，每个连接板包括一个底座，在该底座下方设有一个用于精确引导锚定构件的临时连接板，调整 轨道的位置，将混凝土板浇注到临时连接板的高度，抬起导轨并移除临时连接板，并将预先安装在其平板上的钢轨上的轨道精确地定位在其最终位置并固定 连接板到锚定构件。

公开(公告)号：US4232822A

公开(公告)日：1980-11-11

申请号：US864605

申请日：1977-12-27

申请人： Volker Hahn ,  Werner Fastenau

发明人： Volker Hahn ,  Werner Fastenau

IPC分类号： E01B37/00 ,  E01B1/00 ,  E01B3/40 ,  E01B29/00 ,  E01B29/14

CPC分类号： E01B29/005 ,  E01B1/004 ,  E01B29/14 ,  E01B3/40 ,  E01B31/20

摘要： A method of and arrangement for correcting the height of a railway upper structure with a reinforced concrete plate thereon into which plate a reinforced concrete part as support for rail holding members is so inserted that the reinforced concrete part is positioned above a just finished or poured concrete section of the reinforced concrete plate in conformity with its end position and is subsequently lowered and jarred into the not yet hardened concrete of the reinforced concrete plate. For purposes of carrying out such height correction, first the finished part is disconnected from the supporting plate by detaching the bolts which interconnect the supporting plate and the finished part from each other and subsequently lifting the finished part, to which the rail holding members are connected by separate bolts, together with the rail section pertaining thereto by a distance required for the desired correction as a result of which a space or cavity is created between the finished part and the supporting plate. This space or cavity is then filled with a filler, and subsequently the finished part is again firmly connected to the supporting plate by means of bolts.

摘要翻译： 一种用于用钢筋混凝土板校正铁路上部结构的高度的方法和装置，其中钢板混凝土部件作为支撑轨道保持构件被插入，钢筋混凝土部件被插入，使得钢筋混凝土部件位于刚刚完成或浇注的混凝土之上 钢筋混凝土板的截面与其端部位置一致，随后被降低并震荡到钢筋混凝土板的尚未硬化的混凝土中。 为了进行这种高度校正，首先通过将支撑板和成品部件互相连接的螺栓与支撑板断开连接，然后将完成的部件提升，轨道保持构件连接到其上 通过单独的螺栓，与其相关的轨道部分与所需校正所需的距离一起，结果在成品部分和支撑板之间产生空间或空腔。 然后用填料填充该空间或空腔，随后通过螺栓将成品部件再次牢固地连接到支撑板。

公开(公告)号：US20180080177A1

公开(公告)日：2018-03-22

申请号：US15558617

申请日：2016-03-16

申请人： Top-Off NV ,  Sleepers BVBA

发明人： John Vastmans ,  Frans de Jonge

IPC分类号： E01B26/00 ,  E01B29/00 ,  E01B3/34 ,  E01B31/28

CPC分类号： E01B26/00 ,  E01B3/34 ,  E01B3/40 ,  E01B9/02 ,  E01B29/005 ,  E01B31/28

摘要： The present invention relates to a casing for concrete, appropriate for use in the construction of a concrete bedding of a railway, which casing includes a reinforcement, appropriate for reinforcing the concrete bedding and which reinforcement is connected bearingly to the casing, in which the reinforcement is connected bearingly to at least a part of at least one attachment means, which attachment means is appropriate for mounting at least one rail to the concrete bedding to be constructed and further relates to a method for the construction of a concrete bedding of a railway using the casing for concrete.

公开(公告)号：US09260821B2

公开(公告)日：2016-02-16

申请号：US14087093

申请日：2013-11-22

申请人： Martin Fink ,  Marco Habegger ,  Peter Laborenz

发明人： Martin Fink ,  Marco Habegger ,  Peter Laborenz

IPC分类号： E01B29/00 ,  E01B29/10 ,  E01B1/00 ,  E01B27/04 ,  E01B29/06

CPC分类号： E01B29/005 ,  E01B1/001 ,  E01B27/04 ,  E01B29/00 ,  E01B29/06 ,  E01B29/10

摘要： In a section of a ballasted track that extends over a plurality of crossties, ballast is removed and crossties are removed. Crosstie blocks mounted in concrete slabs are inserted, lifted, and fastened to the rails. The rails are supported by temporary, vertically adjustable supports and adjusted. In an area that extends over a number of concrete slabs, infill concrete is filled in from the underground up to at least part of the height of the concrete slabs, and after the infill concrete has hardened, at least a part of each of the supports located between two respective concrete slabs is removed. The method allows the conversion to be carried out without changing the position of the rails. After the placement of the supports, the track is immediately operable again so that the relevant section need not remain closed until all method steps are completed.

摘要翻译： 在多个交叉点上延伸的压载轨道的一部分中，去除了镇流器，并且去除了交叉点。 安装在混凝土板中的交叉块被插入，提升并固定在轨道上。 轨道由临时的，可垂直调节的支撑支撑并进行调整。 在多个混凝土板上延伸的区域中，填充混凝土从地下填充至混凝土板的高度的至少一部分，并且在填充混凝土硬化之后，每个支撑件的至少一部分 位于两个相应的混凝土板之间。 该方法允许在不改变轨道的位置的情况下进行转换。 在放置支架之后，轨迹可立即重新进行操作，因此相关部分不需要保持关闭，直到所有方法步骤完成。

公开(公告)号：US20140042655A1

公开(公告)日：2014-02-13

申请号：US14056501

申请日：2013-10-17

申请人： Nam Hun Kang

发明人： Nam Hun Kang

IPC分类号： B61B13/00

CPC分类号： B61B13/00 ,  E01B25/28 ,  E01B29/005 ,  E01B37/00

摘要： A method is provided for constructing railways for a rubber-wheeled AGT system, including: constructing guideways on vertical walls of a light rail vehicle road bed, arranging steel bars at a place where railways will be formed, installing molds around the arranged steel bars; pouring concrete in the molds; and forming, using a pressing unit of a finisher, the railways applied with concrete such that the railways have a same trace as the guideways by moving a finisher along the guideways forming a top surface of the concrete, and curing the concrete.

摘要翻译： 提供了一种用于构建橡胶轮AGT系统的铁路的方法，包括：在轻轨车辆路床的垂直墙上构造导轨，在要形成铁路的地方设置钢筋，在排列的钢筋周围安装模具; 将混凝土浇注在模具中; 以及使用整理机的按压单元，将施加有混凝土的铁路通过沿形成混凝土的顶表面的导轨移动整理器并且固化混凝土而使轨道与导轨具有相同的轨迹而形成。

公开(公告)号：US20110227241A1

公开(公告)日：2011-09-22

申请号：US13002558

申请日：2009-07-08

申请人： Shachar Nave ,  Dan Tamir

发明人： Shachar Nave ,  Dan Tamir

IPC分类号： E01B1/00 ,  E01B29/00 ,  E01C19/16

CPC分类号： E01B1/002 ,  E01B29/005 ,  E01C19/4873

摘要： A slip-form machine (220) for laying of a second concrete slab (120) of a sleeperless rail-bed including a locomotion mechanism (222, 232) adapted to provide axial translation of the machine along a first slab (110); a slip-form (370) adapted to receive concrete exiting a discharge port (336) via a rearward exit (340) and form an uncured second concrete slab (120) during the axial translation; and a height adjustment mechanism (360) operable to adjust a height of a cover (350) of a forward exit (338) with respect to the first concrete slab (110).

摘要翻译： 一种用于铺设无轨轨道床的第二混凝土板（120）的滑模机（220），其包括适于沿着第一板坯（110）提供机器的轴向平移的运动机构（222,232）; 适于经由后退出口（340）接收从排出口（336）排出的混凝土并在轴向平移过程中形成未固化的第二混凝土板（120）的滑模（370） 以及高度调节机构（360），其可操作以相对于所述第一混凝土板（110）调节向前出口（338）的盖（350）的高度。

公开(公告)号：US07556208B1

公开(公告)日：2009-07-07

申请号：US10110098

申请日：2000-09-20

申请人： Dieter Reichel

发明人： Dieter Reichel

IPC分类号： E01C11/04

CPC分类号： E01B3/40 ,  E01B3/34 ,  E01B29/005 ,  E01B2204/09 ,  E01B2204/10

摘要： The invention relates to a pre-assembled plate consisting of armored concrete, especially for the use as a component of a solid roadway for high-speed means of transport. At least two steel rods extending in the longitudinal direction of the pre-assembled plate of armored concrete (10) and protruding over the concrete surface thereof on the front face (17) are provided. The pre-assembled plate (10) is provided with at least one, preferably several, predetermined breaking points (15) which extends crosswise in relation to the steel rods (19). The steel rod (19) is anchored in the area between the front face (17) of the pre-assembled plate (10) and the first predetermined breaking point (1) respectively and is mounted in the direction towards the respective front face (17) in the longitudinal direction thereof in an essentially freely moveable manner. According to a method for producing a plate composite structure of pre-assembled plates of armored concrete (10), the pre-assembled plate (10) is placed and exactly positioned. A casting compound (42) is underpoured under the exactly positioned pre-assembled plate. The pre-assembled plate (10) is connected to the adjacent pre-assembled plate (10) by casting the joint and connecting the steel rods (19) after the casting compound (42) has hardened.

摘要翻译： 本发明涉及一种由铠装混凝土组成的预组装板，特别是用作高速运输工具的固体巷道的部件。 提供了至少两个沿着铠装混凝土（10）的预组装板的纵向方向延伸并在其前表面（17）上突出在其混凝土表面上的钢杆。 预组装板（10）设置有相对于钢棒（19）横向延伸的至少一个，优选几个预定的断裂点（15）。 钢杆（19）分别锚固在预组装板（10）的前表面（17）和第一预定断裂点（1）之间的区域中，并且朝向相应的前表面（17）的方向 ）在其纵向上以基本上可自由移动的方式。 根据用于制造装甲混凝土（10）的预组装板的板复合结构的方法，预组装板（10）被放置并精确定位。 在精确定位的预组装板下面浇铸铸造复合物（42）。 预铸板（10）通过铸造接头并在铸造化合物（42）硬化后连接钢棒（19））而连接到相邻的预组装板（10）。