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SOIL IMPROVEMENT METHOD BY BOARD DRAIN MAKING USE OF FREEZING-THAWING

机译:利用冻融板排水的土壤改良方法

摘要

PROBLEM TO BE SOLVED: To shorten a construction period, increase strength, lessen ground subsidence after execution by draining excessive water from a board drain by thawing frozen earth after freezing a soft ground and dewatering and consolidating unfrozen part.;SOLUTION: A board drain 3 is inserted in a casing 5 and driven into a ground. Then, the casing 5 is pulled out and a freezing pipe 4 is inserted into the generated hole space to pass a refrigerant therein and freeze the ground. The frozen earth is expanded by frost heave action and the unfrozed part is contracted by dewatering. Hot water is fed in the freezing pipe 4 when reaching an expected freezing range, and the freezing pipe 4 is lifted up. As the frozen earth part 1 is thawed by natural thawing or forcible thawing, the ground settles down owing to consolidation action. the frozen and thawed part has a large coefficient permeability because the structural framework is broken, and hence water is easily transferred to the board drain 3. In this way, the strength of the ground can be increased owing to highly densified ground and the residual subsidence after execution can be reduced.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:为缩短施工周期,增加强度,减少施工后的地面沉降,可通过以下方法解决:在冻结软土地后将融化的土壤融化,然后将未融化的部分脱水并固结,从而从木板排水口中排出过多的水。将其插入外壳5中并打入地面。然后,将壳体5拉出,并且将冷冻管4插入所产生的孔空间中,以使制冷剂在其中通过并使地面冻结。冻土因冻胀作用而膨胀,未结冰的部分因脱水而收缩。当达到预期的冷冻范围时,将热水供应到冷冻管4中,并且将冷冻管4提起。当通过自然解冻或强力解冻来解冻冻土部分1时,地面由于固结作用而沉降。由于结构框架破裂,冻结和解冻的部分具有较大的系数渗透率,因此水很容易转移到板式排水口3中。这样,由于高度致密的地面和残留的沉降,地面的强度可以提高执行后可以减少。;版权所有:(C)2001,日本特许厅

著录项

  • 公开/公告号JP2001003350A

    专利类型

  • 公开/公告日2001-01-09

    原文格式PDF

  • 申请/专利权人 KINJO RUBBER KK;

    申请/专利号JP19990171832

  • 发明设计人 KAMON MASAFUMI;NOMURA TADAAKI;ITO YUZURU;

    申请日1999-06-18

  • 分类号E02D3/115;E02D3/10;

  • 国家 JP

  • 入库时间 2022-08-22 01:26:25

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