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Railway track vibration damping system - has rails set on alternating flexible and rigid cushions of vibration absorbing material

机译:铁路轨道减振系统-轨道设置在交替的柔性和刚性减震材料垫上

摘要

The anti-vibration system for railway tracks has a cushion (2) of a shock absorbing material set at regular intervals beneath each rail (1), located in a recess formed in a concrete support. The degree of flexibility of the cushion is selected so that the rails rest on alternating flexible and rigid supports. The rail supports can be fixed directly to the ground or via plates of anti-vibration material or, in another variant, to concrete sleepers set on anti-vibration supports. The degree of flexibility of the cushions is between 2 x 10 to the power of 6 N/m and 2 x 10 to the power of 7 N/m for the flexible cushions and between 2 x 10 to the power of 8, N/m and 2 x 10 to the power of 9 N/m for the rigid ones.
机译:用于铁路轨道的防振系统具有减震材料的垫子(2),该垫子以规则的间隔设置在每个轨道(1)下方,位于混凝土支架上形成的凹槽中。选择软垫的柔性程度,以使导轨靠在交替的柔性和刚性支撑上。轨道支架可以直接固定在地面上,也可以通过防震材料板固定,或者在另一种形式中,固定在防振支架上的混凝土轨枕上。缓冲垫的柔性度在2 x 10到6 N / m的幂之间,在2 x 10到7 N / m的幂之间,在2 x 10到8的幂之间,在N / m刚性的功率为2 x 10,功率为9 N / m。

著录项

  • 公开/公告号BE1000568A7

    专利类型

  • 公开/公告日1989-02-07

    原文格式PDF

  • 申请/专利权人 GOOSSENS ARMAND;

    申请/专利号BE19870000558

  • 发明设计人

    申请日1987-05-19

  • 分类号E01B1/00;E01B2/00;E01B9/68;

  • 国家 BE

  • 入库时间 2022-08-22 06:40:40

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