Systems and methods for confining ballast samples

    公开(公告)号:US12000762B2

    公开(公告)日:2024-06-04

    申请号:US17534961

    申请日:2021-11-24

    CPC classification number: G01N1/08 E01B27/04 E01B37/00 E01B27/00 E01B2203/028

    Abstract: A sample confinement tool includes a first end and a second end. The first end of the sample confinement tool is coupled to a driving tool. The driving tool is coupled to a heavy-duty vehicle. The sample confinement tool is operable to insert a predetermined depth below a ballast surface and collect a ballast sample within the second end of the sample confinement tool. The sample confinement tool is also operable to confine the ballast sample within the second end of the sample confinement tool by mechanically compressing the ballast sample. The sample confinement tool is further operable to release the ballast sample into a sample receptacle by mechanically decompressing the ballast sample.

    TRACK ASSEMBLY TOOL
    2.
    发明申请

    公开(公告)号:US20220267963A1

    公开(公告)日:2022-08-25

    申请号:US17630083

    申请日:2020-07-27

    Abstract: Method of forming track section includes coupling functional components to a framework. At least some of the functional components are arranged in a precise and accurate arrangement in a common plane. Building a rigid, removable, and reusable mold around the framework and functional components. Steel reinforcement (“rebar”), which is bent into a shape corresponding to a track section profile, is provided within the mold. Dispensing a binder material into the mold and curing the binder material; and removing the mold from the cured binder material to reveal a completed track section at required accuracy set by the framework. At least some other functional components are arranged parallel to each other in a first lateral plane normal to the common plane and at least still other functional components are arranged parallel to each other in a second lateral plane normal to the common plane and parallel to the first lateral plane.

    System and Method for Sub-grade Stabilization of Railroad Bed

    公开(公告)号:US20190257036A1

    公开(公告)日:2019-08-22

    申请号:US15902888

    申请日:2018-02-22

    Abstract: The invention is a system and method for repairing, improving, and stabilizing subgrade and subsoil/natural ground layers of a rail bed generally consisting of softer soils. One embodiment includes a method of installing subsurface inclusions and ballast fills comprising injected slurry mixtures of stabilizing material such as cement grout mixed with in situ soil. Another embodiment includes a system of installed ground inclusions and ballast fills. Another embodiment includes an integrated system of equipment for emplacing the system of inclusions and ballast fills.

    Method for waterproofing railway bridges and waterproofing material for carrying out said method

    公开(公告)号:US10174462B2

    公开(公告)日:2019-01-08

    申请号:US15115164

    申请日:2015-01-28

    Abstract: A method for waterproofing of bridges (1) and similar structures aimed at railway traffic is described, the structures comprising an arch or deck structure, on which there is placed a ballast (M) of gravel or crushed stone (2) upon which the tracks (6) extend between the two ends of the bridge (1). The waterproofing is obtained first by the removal of the tracks (6) and a reduced layer (S) of gravel or crushed stone (2), leaving in place the remaining part of gravel or crushed stone (2), and then by laying one or more sheets (10) of cured rubber on the remaining part of gravel or crushed stone (2). The thickness of the rubber is such as to be sufficiently resistant to perforation by the gravel or crushed stone (2), which is subsequently placed thereon to complete the ballast, Finally, the previously removed tracks (6) are set in place again. According to the method, a joint is made between the sheets (10) by means of a connection of mechanical type, with a positive locking shape fit, or a chemical bond using a suitable adhesive.

    METHOD FOR WATERPROOFING RAILWAY BRIDGES AND WATERPROOFING MATERIAL FOR CARRYING OUT SAID METHOD
    7.
    发明申请
    METHOD FOR WATERPROOFING RAILWAY BRIDGES AND WATERPROOFING MATERIAL FOR CARRYING OUT SAID METHOD 审中-公开
    用于防止铁路桥梁和防水材料的实施方法

    公开(公告)号:US20160348322A1

    公开(公告)日:2016-12-01

    申请号:US15115164

    申请日:2015-01-28

    Abstract: A method for waterproofing of bridges (1) and similar structures aimed at railway traffic is described, the structures comprising an arch or deck structure, on which there is placed a ballast (M) of gravel or crushed stone (2) upon which the tracks (6) extend between the two ends of the bridge (1). The waterproofing is obtained first by the removal of the tracks (6) and a reduced layer (S) of gravel or crushed stone (2), leaving in place the remaining part of gravel or crushed stone (2), and then by laying one or more sheets (10) of cured rubber on the remaining part of gravel or crushed stone (2). The thickness of the rubber is such as to be sufficiently resistant to perforation by the gravel or crushed stone (2), which is subsequently placed thereon to complete the ballast, Finally, the previously removed tracks (6) are set in place again. According to the method, a joint is made between the sheets (10) by means of a connection of mechanical type, with a positive locking shape fit, or a chemical bond using a suitable adhesive.

    Abstract translation: 描述了针对铁路交通的桥梁(1)和类似结构的防水方法,包括拱形或甲板结构的结构,其上放置有砾石或碎石(2)的压载物(M),轨道 (6)在桥(1)的两端之间延伸。 首先通过去除轨道(6)和砾石或碎石(2)的还原层(S)获得防水,留下剩余部分的碎石或碎石(2),然后铺设一层 或更多的固化橡胶片(10),其余部分是砾石或碎石(2)。 橡胶的厚度应足以抵抗由随后放置在其上以完成镇流器的碎石或碎石(2)的穿孔。最后,将先前移除的轨道(6)再次设置就位。 根据该方法,通过机械类型的连接,正锁定形状配合或使用合适的粘合剂的化学键,在片材(10)之间形成接合部。

    FALL PREVENTION DEVICE FOR A TRACK-LAYING MACHINE
    8.
    发明申请
    FALL PREVENTION DEVICE FOR A TRACK-LAYING MACHINE 有权
    落地机防落落装置

    公开(公告)号:US20160265168A1

    公开(公告)日:2016-09-15

    申请号:US15033754

    申请日:2014-11-21

    Abstract: A track maintenance machine for carrying out track maintenance operations includes a plurality of mounts disposed at a distance from one another in the longitudinal direction of the machine in an upper end region of the machine relative to a vertical. A lower end of each mount relative to the vertical is mounted on the track maintenance machine, while an upper end of each mount located at a distance from the lower end is connected to a safety line extending in the longitudinal direction of the machine. A method for carrying out service work on track maintenance machines is also provided.

    Abstract translation: 用于进行轨道维护操作的轨道维护机器包括在机器的上端区域中相对于竖直方向在机器的纵向方向上彼此间隔一定距离设置的多个安装件。 每个安装座的相对于垂直件的下端安装在轨道维护机器上,而位于距离下端一定距离的每个安装座的上端连接到沿着机器的纵向方向延伸的安全线。 还提供了一种在轨道维护机上进行维修工作的方法。

    METHOD FOR PUTTING INTO OPERATION A CLEARING APPARATUS SUITABLE FOR PICKING UP BALLAST AND CLEARING APPARATUS
    9.
    发明申请
    METHOD FOR PUTTING INTO OPERATION A CLEARING APPARATUS SUITABLE FOR PICKING UP BALLAST AND CLEARING APPARATUS 有权
    用于切割操作的方法适用于拾取和清除装置的清除装置

    公开(公告)号:US20120216433A1

    公开(公告)日:2012-08-30

    申请号:US13371885

    申请日:2012-02-13

    Inventor: Vladimir Svitok

    CPC classification number: E01B27/04 E01B29/13

    Abstract: A method puts into operation a clearing apparatus suitable for picking up ballast and is disposed in an endless configuration during employment so as to encircle a railroad track. The clearing apparatus has a horizontal cross-duct which, prior to a start of the employment, is intended to be positioned below the railroad track and connected, on the one hand, to a rising duct and, on the other hand, to a return duct of the clearing apparatus. The method includes displacing ties of the railroad track in a longitudinal direction of the railroad track to create a tie gap; lowering the cross-duct through the tie gap between two rails of the railroad track and transferred, below the ties, into a working position extending crosswise to the longitudinal direction of the railroad track; and connecting the cross-duct to the rising duct and to the return duct.

    Abstract translation: 一种适用于拾取镇流器的清理装置的操作方法,并且在使用期间以环形构型设置以围绕铁轨。 清理设备具有水平横向管道,其在使用开始之前,旨在位于铁轨下方并且一方面连接到上升的管道,另一方面连接到返回 清洗装置的管道。 该方法包括在铁轨的纵向方向上移动铁路轨道以产生连接间隙; 通过铁路轨道的两个轨道之间的连接间隙降低交叉管道,并将其移动到沿着铁轨的纵向方向延伸的工作位置; 并将交叉管道连接到上升管道和返回管道。

    Method of securing equipment parts to a trackway supporting structure
    10.
    发明授权
    Method of securing equipment parts to a trackway supporting structure 失效
    将设备部件固定到轨道支撑结构的方法

    公开(公告)号:US4698895A

    公开(公告)日:1987-10-13

    申请号:US879132

    申请日:1986-06-26

    CPC classification number: E01B25/32 Y10T29/49895 Y10T29/49948

    Abstract: The feature characterizing the method is that in an operation following the finishing of the track supporting structure, the mounting bodies are machined in a way such as to correct the structural inaccuracies caused by manufacturing tolerances of the prior art steel and concrete construction, to obtain an accurate mutual position of the equipment parts at the location of attachment. For this purpose, preferably, the mounting bodies are provided at the securing locations with bores and countersinks which are accurate in all the coordinates and correspond to the bolts or bores of the equipment parts, to finally mount these parts by means of bolts and spacer bushings. The bores and countersinks are formed by computer controlled drilling machines in a workshop where the support structures are held at a position which they will ultimately have in the field.

    Abstract translation: 表征该方法的特征在于,在轨道支撑结构的精加工之后的操作中,安装体被加工成以这样的方式加工,以便校正由现有技术的钢和混凝土结构的制造公差引起的结构不准确性,以获得 设备零件在附件位置的准确相互位置。 为此,优选地,安装体设置在具有在所有坐标上准确并且对应于设备部件的螺栓或孔的孔和埋头孔的固定位置处,以最终通过螺栓和间隔件衬套安装这些部件 。 钻孔和埋头孔由计算机控制的钻孔机在车间中形成,其中支撑结构保持在它们将最终在现场的位置。

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