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In ground, rigid pools/structures; located in expansive clay soil

机译:在地下,刚性水池/结构;位于膨胀的粘土中

摘要

A rigid type swimming pool or other rigid type structure formed in the ground in which the excavated sides and bottom provides the form for the rigid shell, is subject to increased pressures from the soil, where the surrounding soil is of the expansive clay type. Clay, being of fine soil particles, expands when there is the presence of water, and contracts when there is loss of water. In such a case, flexible, porous expansion material can be placed between the soil and shell to provide room for this movement when the clay soil expands and contracts; due to the variable water percentage present at any given time.
机译:在地面上形成的刚性型游泳池或其他刚性型结构中,开挖的侧面和底部提供了刚性壳体的形状,该土壤承受来自土壤的增加的压力,其中周围的土壤为膨胀粘土型。粘土是细小的土壤颗粒,当有水存在时会膨胀,而在缺水时会收缩。在这种情况下,可以在土壤和外壳之间放置柔软的多孔膨胀材料,以便在粘土膨胀和收缩时为运动提供空间。由于在任何给定时间存在的可变水百分比。

著录项

  • 公开/公告号US5106229A

    专利类型

  • 公开/公告日1992-04-21

    原文格式PDF

  • 申请/专利权人 BLACKWELL;WILLIAM A.;

    申请/专利号US19900594701

  • 发明设计人 WILLIAM A. BLACKWELL;

    申请日1990-10-09

  • 分类号E02B1/00;

  • 国家 US

  • 入库时间 2022-08-22 05:23:01

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