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Concrete clad tunnel foundations stressing - involves composite load bearing structure behind steel formwork, with concrete delivered by pump

机译:包层混凝土隧道基础受力-涉及钢模板后面的复合承重结构,混凝土由泵输送

摘要

A tunnel is constructed so that the support structure's stability is determined by tension. As concrete (6) is produced, the composite support structure is erected behind steel formwork, with both foundations and concrete connected under pressure to a pneumatic or hydraulic pressure assembly (5), by combined action of concreting pump (15) and pressure pads (2). Pressure level and duration are such as to generate prestressing of the same level as that derived from radial secondary tension in the tunnel ridge from vertical foundation loading, and at least as great as that at half tunnel height from horizontal loading.
机译:构造隧道,使支撑结构的稳定性取决于拉力。在生产混凝土(6)时,将复合支撑结构竖立在钢模板后面,通过混凝土泵(15)和压力垫的组合作用,将基础和混凝土在压力下连接至气动或液压组件(5)。 2)。压力水平和持续时间应能产生与水平竖向荷载产生的相同应力水平,该水平应与竖向基础荷载作用下隧道脊中的径向二次张力相同,且至少应与水平荷载作用下的一半隧道高度一样大。

著录项

  • 公开/公告号DE2819647A1

    专利类型

  • 公开/公告日1979-11-08

    原文格式PDF

  • 申请/专利权人 EDELINGHELMUTDIPL.-ING.;

    申请/专利号DE19782819647

  • 发明设计人 EDELINGHELMUTDIPL.-ING.;

    申请日1978-05-05

  • 分类号E21D11/04;

  • 国家 DE

  • 入库时间 2022-08-22 19:45:31

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