首页> 外国专利> Lateral compaction of soil layers - by pressing wedge-shaped form into soil layers at set intervals by roller or compaction plate to raise soils lateral stiffness

Lateral compaction of soil layers - by pressing wedge-shaped form into soil layers at set intervals by roller or compaction plate to raise soils lateral stiffness

机译:土层的侧向压实-通过压路机或压实板按设定的间隔将楔形形式压入土层中以提高土壤的侧向刚度

摘要

In addition to compacting the soil vertically, a lateral stiffening of the soil can be achieved by the introduction of shaped sections (1) into the soil layers. These sections are compressed into the soil by a roller (2) or a compaction plate. The triangular sections are placed resting on one face on the surface of the soil. When the roller presses the sections down, it rotates them so that they lie buried with one side flush with the soil surface and a vertex pointed downwards. A further layer of soil is spread on top, more shaped sections are laid down and the process is completed. USE/ADVANTAGE - Vertical compaction of soil with additions of shaped metal sections for lateral reinforcement.
机译:除了垂直压实土壤外,还可以通过将成形部分(1)引入土壤层来实现土壤的横向加固。这些部分通过滚轮(2)或压实板压缩到土壤中。将三角形部分放置在土壤表面的一面上。当压路机向下压这些部分时,它会旋转这些部分,以便它们被埋没,其一侧与土壤表面齐平,并且顶点指向下方。另一层土壤铺在顶部,放置更多形状的部分,该过程完成。使用/优点-垂直压实土壤,并添加用于侧向加固的成型金属部分。

著录项

  • 公开/公告号DE4115464A1

    专利类型

  • 公开/公告日1992-11-12

    原文格式PDF

  • 申请/专利权人 SCHMIDT GERHARD 6127 BREUBERG DE;

    申请/专利号DE19914115464

  • 发明设计人 SCHMIDT GERHARD 6127 BREUBERG DE;

    申请日1991-05-11

  • 分类号E02D3/08;E02D3/026;

  • 国家 DE

  • 入库时间 2022-08-22 05:01:46

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