Expansion joint for railroad tracks
    1.
    发明授权
    Expansion joint for railroad tracks 失效
    轨道用扩展接头

    公开(公告)号:US4171774A

    公开(公告)日:1979-10-23

    申请号:US846828

    申请日:1977-10-31

    IPC分类号: E01B11/28 E01B11/42 E01B11/26

    CPC分类号: E01B11/42 E01B11/28

    摘要: The specification describes an improved railroad track expansion joint which is comprised of a pair of longitudinally aligned elongated joint members interconnected with one another by means of a dovetail joint formed along abutting faces which extend at an acute angle to the members. The other ends of the joint members are connected to conventional rails and any expansion and contraction of the rails will cause the members to slide relative one another along the abutting face.

    摘要翻译: 本说明书描述了一种改进的铁路轨道膨胀接头,其由一对纵向对准的细长接头构件组成,该纵向对准的细长接头构件通过沿着邻接面形成的燕尾接头彼此互连,该邻接面以与构件成锐角延伸。 接头构件的另一端连接到常规轨道,并且轨道的任何膨胀和收缩将导致构件沿着邻接面相对彼此滑动。

    Railroad track rail
    5.
    发明授权
    Railroad track rail 失效
    铁路轨道

    公开(公告)号:US4079889A

    公开(公告)日:1978-03-21

    申请号:US656447

    申请日:1976-02-09

    申请人: John F. Halpenny

    发明人: John F. Halpenny

    IPC分类号: E01B3/34 E01B3/38 E01B11/28

    CPC分类号: E01B11/28 E01B3/34 E01B3/38

    摘要: A rail track that reduces noise and vibration for particular use in rapid transit and subway lines. The track is formed of a conventional rail embedded in a pre-stressed concrete bed. Sections of such jacketed rails are joined together by means of flanges, one of which is welded to one side of each rail end, with the bolt holes in the flanges and the joined rails oriented at an angle to axes of the rails so as to transfer a tension load between each rail of a joint. The pre-stress tension wires of the concrete bed extend beyond the ends of each section and are individually joined by turnbuckles or other tension creating couplers. The bottom of each concrete bed section is mounted on a solid sheet of rubber or other elastomer.

    摘要翻译: 轨道,减少噪音和振动,特别用于快速公交和地铁线路。 轨道由嵌入在预应力混凝土床中的常规轨道形成。 这种护套导轨的部分通过法兰连接在一起,凸缘中的一个被焊接到每个轨道端的一侧,凸缘中的螺栓孔和接合的轨道与轨道的轴线成一定角度,以便转移 接头每个轨道之间的张力负载。 混凝土床的预应力张力线延伸超过每个部分的端部,并通过螺丝扣或其他张力产生的联接器单独连接。 每个混凝土床部分的底部安装在橡胶或其它弹性体的固体片上。