-
1.发明公开公开(公告)号：US20230324581A1
公开(公告)日：2023-10-12
申请号：US18297455
申请日：2023-04-07
发明人： Kaiwen LIU , Ruizhe QIU , Qian SU , Jun GAO , Pengpeng NI , Yanfei PEI
CPC分类号： G01V99/005 , B61L23/04 , G06F30/25 , E01B1/002
摘要： A ballastless track roadbed damage forewarning method considering uncertainty includes the following steps. Step 1: counting roadbed material parameters and precipitation; Step 2: establishing a FLAC-PFC model of a ballastless track roadbed and calibrating mesoscopic parameters of a roadbed surface layer; Step 3: generating a lognormal random field of particle contact friction coefficients and assigning it to particle contact nodes of the roadbed surface layer; Step 4: perform sampling on the precipitation and adjusting a fluid domain of the roadbed surface layer; Step 5: determining a worst spatial correlation distance in the random field; and Step 6: calculating a damage probability pf of the roadbed surface layer under the worst spatial correlation distance; outputting alarm information when pf exceeds an alarm threshold, otherwise, quitting. The method monitors and gives early warning of damage to the roadbed surface layer under dynamic loads, ensuring driving safety.
-
公开(公告)号：US09574346B2
公开(公告)日：2017-02-21
申请号：US14620038
申请日：2015-02-11
发明人： John Hammond
摘要： A removable modular slab for use in the construction industry includes an upper surface, a lower surface, first and second opposing end surfaces, and a conduit extending from an aperture in the upper surface to an aperture in an end surface. The slab is end-to-end abuttable with a second removable modular slab, having: (i) a conduit extending from an aperture in the upper surface to an aperture in an end surface, and/or (ii) a cavity extending from an aperture in an end surface into the slab, whereby the conduits are mateable so as to form an elongate conduit through the two slabs. Such elongate conduit is accessible through the apertures in the upper surfaces of each slab. By such access, a first joining structure is removably locatable to join the two slabs together. Cavities may terminate within the second slab and only be accessible through the aperture in the upper surface of the first slab, into which a joining structure is removably locatable to join the two slabs together. A modular surface system includes two such slabs and a joining structure to join the two slabs together.
摘要翻译： 用于建筑行业的可移动模块化板包括上表面，下表面，第一和第二相对端面以及从上表面中的孔延伸到端表面中的孔的导管。 板坯端对端与第二可拆卸模块板相邻，其具有：（i）从上表面中的孔延伸到端表面中的孔的导管，和/或（ii）从 孔的端面进入板坯，由此导管可配合，从而形成通过两个板坯的细长导管。 这种细长导管可通过每个板的上表面中的孔进入。 通过这样的接近，第一接合结构可拆卸地定位成将两个板连接在一起。 腔可以在第二平板内终止，并且只能通过第一板的上表面中的孔接近，连接结构可拆卸地定位在其中，以将两个板连接在一起。 模块化表面系统包括两个这样的板坯和将两个板坯连接在一起的接合结构。
-
公开(公告)号：US20160348321A1
公开(公告)日：2016-12-01
申请号：US15165734
申请日：2016-05-26
CPC分类号： E01B1/002 , E01B1/004 , E01B2/003 , E01B27/02 , E01B29/005 , E01B2203/062 , E01B2204/09 , E01B2204/11
摘要： Method for concreting railway slab track which envisages placing two parallel rails one at each side and at the exterior of the track under construction, supported and fixed on the platforms, semi-platforms or lateral spaces, on which at least one autonomous device or hopper moves, capable of loading concrete and/or pouring it in a controlled manner, distributing it uniformly along the track under construction to form the concrete slab of the slab track; transporting the concrete from a supply area to the pouring area on the track under construction is also carried out by means of devices or hoppers which move by rolling on the auxiliary rails, which are either the same devices that carry out the pouring, or are auxiliary transport devices or hoppers.
摘要翻译： 用于混凝土路面板轨道的方法，其设想在构造的轨道的每一侧和外部放置两个平行的轨道，支撑并固定在平台，半平台或侧向空间上，至少一个自动装置或料斗在该平台 能够以可控的方式装载混凝土和/或浇筑混凝土，沿着正在施工的轨道均匀地分布，以形成板坯轨道的混凝土板; 将混凝土从供应区域运输到建设轨道上的浇注区域，也可以通过在辅助轨道上滚动移动的装置或料斗进行，这些辅助导轨是与进行浇注的相同的装置，也可以是辅助的 运输设备或料斗。
-
公开(公告)号：US20140183271A1
公开(公告)日：2014-07-03
申请号：US14110038
申请日：2012-04-05
申请人： Jim Lawson Hughes
发明人： Jim Lawson Hughes
CPC分类号： E01B1/008 , E01B1/00 , E01B1/002 , E01B2/003 , E01B19/00 , E01B27/04 , E01B37/00 , E01D19/12
摘要： A support (32) adapted to be used in place of ballast in supporting a rail support member (31) of a rail track comprises a body (50). The body (50) includes a lower face (70) for resting on a support surface, and an upper surface (71) for supporting the rail support member (31).
摘要翻译： 适于用于代替道碴来支撑轨道轨道支撑构件（31）的支撑件（32）包括主体（50）。 主体（50）包括用于搁置在支撑表面上的下表面（70）和用于支撑轨道支撑元件（31）的上表面（71）。
-
公开(公告)号：US20130264394A1
公开(公告)日：2013-10-10
申请号：US13994931
申请日：2011-12-15
申请人： Jijun Wang , Cheng Jiang , Weibin Liu , Yong Zhao , Meng Wang , Ziqing Jiang , Jia Fan , Xianggang Du
发明人： Jijun Wang , Cheng Jiang , Weibin Liu , Yong Zhao , Meng Wang , Ziqing Jiang , Jia Fan , Xianggang Du
IPC分类号： E01B1/00
摘要： Provided in the disclosure is a pre-stressed concrete track slab of slab-type ballast-less track, which includes a slab body (1), on which fastening embedded casings (4) are arranged. At least one row of longitudinal common steel bars (11) and at least one row of transverse common steel bars (12) are arranged in the slab body (1) along a length direction and a width direction. The longitudinal common steel bars (11) are insulated from the transverse common steel bars (12). At least one row of longitudinal pre-stressed steel bars (7) and at least one row of transverse pre-stressed steel bars (6) are fastened in the slab body (1) along the length direction and the width direction through anchor backing plates and fastener devices (8). In the pre-stress directions of the longitudinal pre-stressed steel bars (7) and the transverse pre-stressed steel bars (6), it is post-tensioned in both directions or it is pre-tensioned in one direction and post-tensioned in the other direction. Limiting structures (5) and grounding terminals (10) are also arranged on the slab body (1). The pre-stressed concrete track slab has the characteristics of light structural dead weight, small structure height, low manufacturing cost and deformation resistance.
摘要翻译： 本发明公开了一种板坯式无轨道预应力混凝土轨道板，包括板体（1），其上布置有紧固嵌入壳体（4）。 至少一排纵向普通钢筋（11）和至少一排横向普通钢筋（12）沿着长度方向和宽度方向布置在板坯体（1）中。 纵向普通钢筋（11）与横向普通钢筋（12）绝缘。 至少一排纵向预应力钢筋（7）和至少一排横向预应力钢筋（6）沿着长度方向和宽度方向通过锚固衬板（6）紧固在板体（1）中 和紧固件装置（8）。 在纵向预应力钢筋（7）和横向预应力钢筋（6）的预应力方向上，其沿两个方向被后张紧或者在一个方向上被预张紧并且被拉伸 在另一个方向。 限制结构（5）和接地端子（10）也布置在板体（1）上。 预应力混凝土轨道板具有结构自重轻，结构高度小，制造成本低，抗变形的特点。
-
公开(公告)号：US07832590B2
公开(公告)日：2010-11-16
申请号：US11791778
申请日：2006-10-25
申请人： Matthew Eric Smith , Karl Mondszein
发明人： Matthew Eric Smith , Karl Mondszein
CPC分类号： E01B1/002 , E01B9/42 , E01B29/005
摘要： An insert for a multiple component container includes a reservoir with an opening defined by a peripheral edge which, in use, is connected to a sealing element (20). In use, the reservoir and the sealing element define a substantially sealed space. The reservoir includes a stationary portion (2) and a movable portion (4), which is connected to the stationary portion and is movable with respect thereto by the action of gas pressure within the reservoir. A discharge opening (6) is formed in the movable portion (4) and a gas leakage path is provided in the reservoir wall. A valve member (14) is connected to the stationary portion (2) and cooperates with the discharge opening (6) and substantially seals it. The application of a greater gas pressure to the interior of the reservoir than to its exterior results in movement of the movable portion (4) away from the stationary portion (2) and thus in the valve member (14) moving out of sealing contact with the discharge opening (6).
摘要翻译： 用于多组分容器的插入件包括具有由周边边缘限定的开口的储存器，该外围边缘在使用中连接到密封元件（20）。 在使用中，储存器和密封元件限定基本上密封的空间。 储存器包括固定部分（2）和可移动部分（4），该可移动部分（4）连接到静止部分并且可通过储存器内的气体压力的作用相对于其移动。 排出口（6）形成在可动部分（4）中，并且在储存器壁中设置有气体泄漏路径。 阀构件（14）连接到静止部分（2）并与排放口（6）配合并基本上密封。 将更大的气体压力施加到储存器的内部而不是其外部导致可动部分（4）远离固定部分（2）的移动，并且因此在阀构件（14）中移动而不与密封接触 排出口（6）。
-
公开(公告)号：US20080116290A1
公开(公告)日：2008-05-22
申请号：US11791604
申请日：2005-11-26
申请人： Stephan Freudenstein
发明人： Stephan Freudenstein
IPC分类号： E01B1/00
摘要： Concrete carriageway for rail vehicles, having single- or multiple-block sleepers embedded in a carriageway panel, whereby the carriageway panel has areas of thinned cross-section disposed transverse to the direction of travel for generating cracks and in each has at least one body for transmitting transverse forces which overlaps the region of thinned cross-section on both sides.
摘要翻译： 用于轨道车辆的混凝土车道，具有嵌入在行车道面板中的单块或多块枕木，由此行车道面板具有横向于横向于行进方向设置的横截面的区域，用于产生裂缝，并且每个具有至少一个主体 传递横向力与两侧横截面变薄的区域重叠。
-
公开(公告)号：US20060131436A1
公开(公告)日：2006-06-22
申请号：US10559279
申请日：2004-06-03
IPC分类号： E01B21/00
CPC分类号： E01B1/002
摘要： A track structure for railborne vehicles comprising a bed on which rails fastened to sleepers are seated. The structure comprises a concrete trough seated on a substructure and having walls extending in the longitudinal direction. The side walls are spaced apart parallel to one another at least by a sleeper length. A method of manufacturing of the structure is also provided.
摘要翻译： 用于轨道车辆的轨道结构包括一个固定在枕木上的导轨的床。 该结构包括一个位于下部结构上并具有沿纵向方向延伸的壁的混凝土槽。 侧壁至少通过卧铺长度彼此平行地间隔开。 还提供了一种制造该结构的方法。
-
9.发明授权公开(公告)号：US06913717B2
公开(公告)日：2005-07-05
申请号：US10309075
申请日：2002-12-04
申请人： Marc Sayadi , Yvan Skific
发明人： Marc Sayadi , Yvan Skific
CPC分类号： E01B1/002 , E01B29/005 , E01B29/32 , E01B2204/09
摘要： A method of constructing a rail track in which a concrete track slab is produced and rail track anchor members are inserted in the track slab by an inserter system mobile along the route of the rail track includes the following steps: using a machine for continuously pouring concrete to produce two concrete walls laterally delimiting the edges of the track slab to be poured; pouring the concrete track slab between the walls; and using the inserter system to insert anchor members in the freshly poured track slab, the tie plate inserter system being adjusted accurately by a measuring station, topographical survey points, a measuring system, and reflectors carried by the inserter system.
摘要翻译： 一种构造轨道的方法，其中生产混凝土轨道板，并且轨道锚定构件通过沿着轨道路线移动的插入器系统插入轨道板中，包括以下步骤：使用连续浇注混凝土的机器 以产生横向限定要浇注的轨道板的边缘的两个混凝土壁; 将混凝土轨道板浇筑在墙壁之间; 并且使用插入器系统将锚定构件插入新浇注的轨道板中，通过测量站，地形测量点，测量系统和由插入器系统承载的反射器精确地调节系统板插入器系统。
-
10.发明申请公开(公告)号：US20030102586A1
公开(公告)日：2003-06-05
申请号：US10309075
申请日：2002-12-04
申请人： ALSTOM
发明人： Marc Sayadi , Yvan Skific
IPC分类号： E04B001/16
CPC分类号： E01B1/002 , E01B29/005 , E01B29/32 , E01B2204/09
摘要： A method of constructing a rail track in which a concrete track slab is produced and rail track anchor members are inserted in the track slab by an inserter system mobile along the route of the rail track includes the following steps: using a machine for continuously pouring concrete to produce two concrete walls laterally delimiting the edges of the track slab to be poured; pouring the concrete track slab between the walls; and using the inserter system to insert anchor members in the freshly poured track slab, the tie plate inserter system being adjusted accurately by a measuring station, topographical survey points, a measuring system, and reflectors carried by the inserter system.
摘要翻译： 一种构造轨道的方法，其中生产混凝土轨道板，并且轨道锚定构件通过沿着轨道路线移动的插入器系统插入轨道板中，包括以下步骤：使用连续浇注混凝土的机器 以产生横向限定要浇注的轨道板的边缘的两个混凝土壁; 将混凝土轨道板浇筑在墙壁之间; 并且使用插入器系统将锚定构件插入新浇注的轨道板中，通过测量站，地形测量点，测量系统和由插入器系统承载的反射器精确地调节系统板插入器系统。
-
-
-
-
-
-
-
-
-
搜索结果
89 条记录 (耗时 0.019 秒)
