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公开(公告)号：US3841554A
公开(公告)日：1974-10-15
申请号：US40491773
申请日：1973-10-10
Applicant: PHILLIPS PETROLEUM CO
Inventor： BENNETT R
IPC: E01B1/00
CPC classification number: E01B1/001 , E01B2204/03
Abstract: In construction or repair of a railway road bed a base section of particulate matter is laid and consolidated with polymer: resin:solvent emulsion, a layer of ballast is added, the ties and rails are laid, and additional ballast is laid between the ties and at the ends of the ties to a height and width sufficient to produce a curb on top of the base section and outside the ties. This curb is then consolidated by treatment with this emulsion leaving the center strip and the layer of ballast immediately below the rails unconsolidated to facilitate subsequent leveling or repair.
Abstract translation: 在铁路路床的建造或维修中，将颗粒物的基础部分用聚合物：树脂：溶剂乳液铺设并固化，加入一层压载物，将带子和轨道铺设，并且连接件和附件之间铺设另外的压载物 在连接件的端部处具有足以在基部的顶部和连接件外部产生路缘的高度和宽度。 然后通过用该乳液处理使该路缘石固化，离开中心条，并且紧固在轨道下方的压载层未固结以便于随后的流平或修复。
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公开(公告)号：US09644323B2
公开(公告)日：2017-05-09
申请号：US15060383
申请日：2016-03-03
Applicant: Keith A. Langenbeck
Inventor： Keith A. Langenbeck
CPC classification number: E01B3/20 , B61L29/32 , E01B3/16 , E01B3/22 , E01B29/06 , E01B2204/03 , E01B2205/00 , Y10T29/49826
Abstract: An assembled section of a train rail track structure comprises an electrically isolating cross tie comprising a ‘c-face down’ open channel defining at least one of a plurality of holes, tabs and notches in a flange at a top thereof and in a plurality of sides thereof proximal to each end of the open channel cross tie. The assembled section also includes an angle plate configured with a horizontal portion and a vertical component to cover an end portion of the ‘c-face down’ open channel and directly fasten thereto via at least one of a plurality of holes, tabs and notches complementary thereto. The assembled track further includes a first section of electrically isolating cross ties comprising a first warning color closest a rail crossing and a second section of cross ties immediately beyond the first section comprising a second warning color and coordinated flashing and strobing lights attached thereto.
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公开(公告)号：US20160186384A1
公开(公告)日：2016-06-30
申请号：US15060383
申请日：2016-03-03
Applicant: Keith A. Langenbeck
Inventor： Keith A. Langenbeck
CPC classification number: E01B3/20 , B61L29/32 , E01B3/16 , E01B3/22 , E01B29/06 , E01B2204/03 , E01B2205/00 , Y10T29/49826
Abstract: An assembled section of a train rail track structure comprises an electrically isolating cross tie comprising a ‘c-face down’ open channel defining at least one of a plurality of holes, tabs and notches in a flange at a top thereof and in a plurality of sides thereof proximal to each end of the open channel cross tie. The assembled section also includes an angle plate configured with a horizontal portion and a vertical component to cover an end portion of the ‘c-face down’ open channel and directly fasten thereto via at least one of a plurality of holes, tabs and notches complementary thereto. The assembled track further includes a first section of electrically isolating cross ties comprising a first warning color closest a rail crossing and a second section of cross ties immediately beyond the first section comprising a second warning color and coordinated flashing and strobing lights attached thereto.
Abstract translation: 列车轨道结构的组装部分包括电隔离交叉连接件，其包括“c面向下”开放通道，其限定其顶部的法兰中的多个孔，突片和凹口中的至少一个孔，并且在多个 侧面靠近开放通道十字架的每一端。 组装的部分还包括一个角度板，其配置有水平部分和垂直部件以覆盖“c面向下”开放通道的端部，并且通过多个孔，突片和缺口互补的至少一个直接固定在其上 到此。 组装的轨道还包括电绝缘交叉连接器的第一部分，所述交叉连接器包括最接近轨道交叉的第一警告颜色和紧接在第一部分之外的交叉连接的第二部分，包括第二警告颜色和与其相连的协调的闪光和选通灯。
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公开(公告)号：US2357769A
公开(公告)日：1944-09-05
申请号：US47089142
申请日：1942-12-31
Applicant: ROBBINS RUSHMER JOHN
Inventor： ROBBINS RUSHMER JOHN
CPC classification number: E02D3/12 , E01B2/006 , E01B27/18 , E01B2203/047 , E01B2204/03
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公开(公告)号：US09556565B2
公开(公告)日：2017-01-31
申请号：US14252952
申请日：2014-04-15
Applicant: Keith A. Langenbeck
Inventor： Keith A. Langenbeck
CPC classification number: E01B3/16 , E01B3/22 , E01B29/06 , E01B2204/03 , Y10T29/49826
Abstract: A train rail track structure system includes a c-face down steel channel cross tie defining a plurality of holes in a top wider web surface thereof and a protrusion with perpendicular faces extending from an underside of the top surface, the holes configured to pass a fixative and solidifying mixture into a ballast bed there beneath. The protrusion anchors the steel channel cross tie in the fixative and solidifying mixture and the ballast bed. The disclosed system also includes a c-face down steel channel connecting link defining a receptacle for at least one intermediate rail support member in a top wider web surface thereof. The link also defines tabs and notches proximal to both longitudinal ends of the steel channel connecting link configured to interleave with at least one steel channel cross tie and interlock the steel channel connecting link to the steel channel cross tie.
Abstract translation: 列车轨道结构系统包括在其较宽的腹板表面中限定多个孔的c面朝下的钢通道十字架，以及从顶表面的下侧延伸的具有垂直面的突起，所述孔配置成通过固定 并将混合物固化成下面的压载床。 突起将固定和固化混合物和压载床中的钢通道交叉连接锚定。 所公开的系统还包括c面向下的钢通道连接连杆，其在其较宽的腹板表面中限定用于至少一个中间轨道支撑构件的容器。 该连杆还限定了钢管通道连接连杆的两个纵向端部附近的接头和槽口，其被配置为与至少一个钢制通道十字接头进行交错，并将钢管道连接连接件与钢制通道十字接头互锁。
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Patent Agency Ranking
公开(公告)号：US5656327A
公开(公告)日：1997-08-12
申请号：US331665
申请日：1995-03-06
Applicant: Clausdieter Ihle
Inventor： Clausdieter Ihle
CPC classification number: E01B1/001 , E01B2204/03
Abstract: The process for the temporary consolidation of railroad track ballast, in particular during the time of redevelopment or reconstruction of a parallel set of tracks, is performed in that the ballast is cemented partially in particular in the side area by a multi component adhesive, wherein this cementation may be broken up mechanically later without affecting reuse of the ballast.
Abstract translation: PCT No.PCT / EP93 / 01088 Sec。 371日期：1995年3月6日 102（e）1995年3月6日PCT PCT 1993年5月5日PCT公布。 公开号WO93 / 22502 日期1993年11月11日临时巩固铁路轨道道碴的过程，特别是在重建或重建平行轨道的过程中，执行镇流器部分地特别是在侧面被多孔结合 组分粘合剂，其中该胶结可以机械地破碎，而不影响镇流器的再利用。
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公开(公告)号：US4267085A
公开(公告)日：1981-05-12
申请号：US25056
申请日：1979-03-29
Applicant: Yasuo Katoh , Hideo Kakegawa , Shigeyuki Hayashi , Tadakazu Yamashita
Inventor： Yasuo Katoh , Hideo Kakegawa , Shigeyuki Hayashi , Tadakazu Yamashita
CPC classification number: E01B3/00 , E01B1/001 , E01B2204/01 , E01B2204/03
Abstract: In a railroad track bed an injected layer is formed between the railroad ties and the roadbed so as to protect the latter. The injected layer is composed of an injection material injected through openings formed in the tie. The injection material has a viscosity below 30 poise at a temperature not higher than 200.degree. C. before hardening, and when hardened it has a compressive stress at 10% strain of 0.4 to 30kg/cm.sup.2 at a compressive strain rate at 40.degree. C. of 1.5% per minute.
Abstract translation: 在铁路轨道床中，在铁路连接件和路基之间形成注射层，以便保护后者。 注射层由通过形成在领带中的开口注入的注射材料组成。 注塑材料在硬化前在不高于200℃的温度下具有低于30泊的粘度，并且当硬化时，其在40℃的压缩应变速率下具有0.4至30kg / cm2的10％应变的压缩应力。 为1.5％/分钟。
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公开(公告)号：US3939774A
公开(公告)日：1976-02-24
申请号：US539947
申请日：1975-01-10
Applicant: Josef Theurer , Klaus Riessberger
Inventor： Josef Theurer , Klaus Riessberger
CPC classification number: E01B27/16 , E01B27/11 , E01B2204/03
Abstract: While a tamping unit with tamping tools for tamping track ballast is lowered to immerse the tamping tools in the ballast and to tamp the same, a metered amount of a liquid bonding medium is delivered to and through internal conduits in the tamping tools and ejected through an opening under pressure thereby to bond together pieces of ballast coated by the ejected bonding medium. The commencement and termination of the bonding medium delivery is controlled in response to the depth of immersion of the tamping tools in the ballast.
Abstract translation: 虽然具有用于捣固轨道压载物的捣固工具的捣固单元被降低以将捣固工具浸入镇流器并将其夯实，但是将计量的液体粘合介质输送到并通过捣固工具中的内部管道并通过 在压力下打开，由此将由喷出的粘合介质涂覆的压块粘合在一起。 响应于夯实工具在镇流器中的浸入深度来控制粘结介质输送的开始和终止。
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公开(公告)号：US3656690A
公开(公告)日：1972-04-18
申请号：US3656690D
申请日：1970-03-23
Applicant: ILSEDER HUETTE
Inventor： HANIG SIEGFRIED
CPC classification number: E01B1/008 , E01B1/001 , E01B1/002 , E01B29/005 , E01B2204/01 , E01B2204/03 , E01B2204/09
Abstract: A railbed for high-speed railways in which a plurality of elongated concrete slabs are longitudinally prestressed in groups with cast synthetic-resin sealing strips between the adjoining ends of the concrete slabs. The slabs are laid over a hollow bed and are cushioned below with a hard-foam synthetic resin including expanded mineral filters, the foamable synthetic resin being injected through perforated ducts. The downward force is supported by a pair of longitudinally extending sills flanking the hollow and carrying the concrete-slab platform via sealing strips. The sills may be formed in situ by grouting mounds of loose stone or may be cast monolithically with the remainder of the bed.
Abstract translation: 一种用于高速铁路的轨道，其中多个细长的混凝土板在混凝土板的相邻端之间以预定的方式纵向预加压成型合成树脂密封条。 将板坯放置在中空的床上，并用下面的泡沫塑料合成树脂包覆膨胀的矿物过滤器，发泡的合成树脂通过穿孔的管道注入。 向下的力由位于中空侧面的一对纵向延伸的门槛支撑，并通过密封条携带混凝土板平台。 门槛可以通过灌注松散石头的土堆就地形成，或者可以与床的其余部分一体地浇铸。
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公开(公告)号：US2440921A
公开(公告)日：1948-05-04
申请号：US64894746
申请日：1946-02-20
Applicant: STEPHENS ROBERT S
Inventor： STEPHENS ROBERT S
CPC classification number: E01B27/18 , E01B2203/047 , E01B2204/03 , E02D3/12
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