公开(公告)号：US20140158785A1

公开(公告)日：2014-06-12

申请号：US14087093

申请日：2013-11-22

Applicant: Martin FINK ,  Marco HABEGGER ,  Peter LABORENZ

Inventor： Martin FINK ,  Marco HABEGGER ,  Peter LABORENZ

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

CPC classification number: E01B29/005 ,  E01B1/001 ,  E01B27/04 ,  E01B29/00 ,  E01B29/06 ,  E01B29/10

Abstract: 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.

Abstract translation: 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：US20130277441A1

公开(公告)日：2013-10-24

申请号：US13976221

申请日：2011-12-23

Applicant: Peter Laborenz ,  Bruno Kiefer ,  Anabel Hengelmann

Inventor： Peter Laborenz ,  Bruno Kiefer ,  Anabel Hengelmann

IPC: E01B1/00

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

Abstract: In order to produce a slab track for rail vehicles with an emergency pathway (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 aligning device (4). Subsequently, a track slab (10) is produced by casting in the sleepers (5). The part of the sleepers (5) that projects from the track slab (10) and the rails (8) are separated by formwork elements, and an emergency pathway (12) is applied to the track slab (10) by casting.

Abstract translation: 为了生产用于道路车辆的紧急路径（12）的轨道车辆的平板轨道，具有轨道（8）和轨枕（5）的预制轨道部分通过支撑件（8）支撑并定位在子结构（1）上 和对准装置（4）。 随后，轨道板（10）通过铸造在轨枕（5）中来制造。 从轨道板（10）和轨道（8​​）突出的轨枕（5）的部分由模板元件分开，并且通过铸造将应急路径（12）施加到轨道板（10）。

公开(公告)号：US09157192B2

公开(公告)日：2015-10-13

申请号：US13976221

申请日：2011-12-23

Applicant: Peter Laborenz ,  Bruno Kiefer ,  Anabel Hengelmann

Inventor： Peter Laborenz ,  Bruno Kiefer ,  Anabel Hengelmann

IPC: E01B21/02 ,  E01B1/00 ,  E01B2/00 ,  E01B29/00 ,  E01C9/04

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

Abstract: In order to produce a slab track for rail vehicles with an emergency pathway (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 aligning device (4). Subsequently, a track slab (10) is produced by casting in the sleepers (5). The part of the sleepers (5) that projects from the track slab (10) and the rails (8) are separated by formwork elements, and an emergency pathway (12) is applied to the track slab (10) by casting.

Abstract translation: 为了生产用于道路车辆的紧急路径（12）的轨道车辆的平板轨道，具有轨道（8）和轨枕（5）的预制轨道部分通过支撑件（8）支撑并定位在子结构（1）上 和对准装置（4）。 随后，轨道板（10）通过铸造在轨枕（5）中来制造。 从轨道板（10）和轨道（8​​）突出的轨枕（5）的部分由模板元件分开，并且通过铸造将应急路径（12）施加到轨道板（10）。

公开(公告)号：US09260821B2

公开(公告)日：2016-02-16

申请号：US14087093

申请日：2013-11-22

Applicant: Martin Fink ,  Marco Habegger ,  Peter Laborenz

Inventor： Martin Fink ,  Marco Habegger ,  Peter Laborenz

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

CPC classification number: E01B29/005 ,  E01B1/001 ,  E01B27/04 ,  E01B29/00 ,  E01B29/06 ,  E01B29/10

Abstract: 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.

Abstract translation: 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。