首页> 外国专利> FLUIDIZATION-PREVENTIVE WALL STRUCTURE FOR BEARING GROUND OF EXISTING STRUCTURE AND ITS CONSTRUCTION

FLUIDIZATION-PREVENTIVE WALL STRUCTURE FOR BEARING GROUND OF EXISTING STRUCTURE AND ITS CONSTRUCTION

机译:既有结构承重地面的防渗透墙结构及其施工

摘要

PURPOSE:To relieve damage to existing structures by suppressing the fluidization of soft ground by a method in which a fluidization preventive wall for soft bearing ground is made up of rigid piles and a water-permeable sheet. CONSTITUTION:Soft ground Al to support an existing structure C is surrounded by a fluidization preventive wall 1 for the ground. The wall 1 consists of rigid piles 2 driven at a given interval around the soft ground A1 and water- permeable sheets 3 in a tensed state set integrally with rigid piles 1 between the adjacent piles 2. The lower ends of the piles 2 and the sheets 3 are driven into the bearing layer B and supported. Void water passes through the sheets 3 and is discharged into the outside soft ground even when liquefaction occurs in soft ground A by the rise of the void water pressure during earthquake. The excessive void water pressure beneath the existing structure C can thus be smoothly dissipated.
机译:目的:通过一种方法来抑制软土地基的流态化,从而减轻对现有结构的破坏,在这种方法中,用于软土地基的流态化防渗墙由刚性桩和透水片组成。构成:用于支撑现有结构C的软土Al被用于地面的防流化壁1包围。壁1由围绕软土地A1以给定间隔驱动的刚性桩2和处于张紧状态的透水片3组成,该透水片3与刚性桩1一体设置在相邻桩2之间。桩2和片的下端图3所示的轴承被驱动到轴承层B中并被支撑。空隙水穿过片材3并且即使由于地震期间的空隙水压力的升高而在软土A中发生液化时也被排放到外部软土中。因此,可以平滑地消除现有结构C下方的过多的空隙水压力。

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