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Improvements in Piling or Pile Foundation Soles for Constructional Work.

机译:改善建筑工作中的打桩或桩基鞋底。

摘要

7538. Thompson, W. P., [Soc. de Fondations par Compression Mechanique du Sol]. March 26. Piles.-Foundations in unstable ground are made by sinking pits to the required depth, throwing in pebbles, sand. beton, or the like, and stamping so that the material spreads downwardly and laterally. This operation is repeated until a continuous layer of the desired resistance is obtained. If the ground be very unstable, the material from adjacent pits may meet. The pits are filled with concrete or the like to carry the building. Reference has been directed by the Comptroller to Specifications 9945/04, 13,819/07, and 24,130/08.
机译:7538. Thompson,W. P。,[Soc。压缩力学基金会]。 3月26日。在不稳固的地面上打桩,将基坑下沉至所需深度,并扔入卵石,沙子,制成桩基。诸如此类,然后冲压,以使材料向下和横向扩散。重复该操作直到获得所需电阻的连续层。如果地面非常不稳定,则相邻矿坑的物料可能会汇合。这些坑被混凝土或类似物填充以运送建筑物。主计长已对规格9945 / 04、13819 / 07和24130/08进行了引用。

著录项

  • 公开/公告号GB191007538A

    专利类型

  • 公开/公告日1911-02-02

    原文格式PDF

  • 申请/专利权人 WILLIAM PHILLIPS THOMPSON;

    申请/专利号GBD191007538

  • 发明设计人 WILLIAM PHILLIPS THOMPSON;

    申请日1910-03-26

  • 分类号E02D3/08;

  • 国家 GB

  • 入库时间 2022-08-24 15:03:44

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