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    • 1. 发明申请
    • METHOD FOR INCREASING LOAD-BEARING CAPACITY OF SOIL
    • 增加土体承载能力的方法
    • WO2004005626A1
    • 2004-01-15
    • PCT/HU2002/000156
    • 2002-12-20
    • MÁTYÁS, Vilmos, BélaTELEKES, GáborSERES, György
    • MÁTYÁS, Vilmos, BélaTELEKES, GáborSERES, György
    • E02D5/44
    • E02D3/054E02D3/08E02D5/48E02D27/14E02D27/26
    • The invention relates to a method for increasing value of physical parameters and load-bearing capacity of soil as well as decreasing consolidation time and expectable settlement, during which a hollow is created by ramming or vibropressing in the soil and a grainy additive, preferably coarse gravel is put into the hollow, then this additive is compacted into the soil by ramming, which is characterized by that, during the ramming the additive compacted into the soil breaks down the original structure of soil and the additive is restructured with the local soil, then additional additive is put into the hollow by additional ramming and this process is repeated until the soil is filled with additive, by this an outer compacted local soil-zone and an inner compacted local soil-zone consisting of a mixture of the additive and the local soil are created, and on said soil a plane basement of a building is made.
    • 本发明涉及一种提高土壤物理参数价值和承载能力的方法以及减少固结时间和预期沉降,在此期间通过夯实或振动在土壤中形成中空部分,并提供颗粒状添加剂,优选粗砾石 放入中空,然后通过夯实将该添加剂压实到土壤中,其特征在于,在夯实期间,压实到土壤中的添加剂分解原始的土壤结构,并将添加剂与当地土壤重组,然后 通过额外的捣打将另外的添加剂放入中空,并且重复该过程直到土壤中充满添加剂,通过外部压实的局部土壤区域和由添加剂和局部混合物组成的内部压实的局部土壤区域 土壤被创建,在所述的土壤上,建立了一个建筑物的地下室。