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DRAINING METHOD OF SOFT GROUND OF SEA FLOOR

机译:海底软土排水方法

摘要

The present invention relates to a kind of seabeds of soft soil foundation drainage and construction method. The soft soil foundation that the construction method of the drainage construction is drained passes through the suction unit of negative pressure using the seabed that suction pile squeezes into the soft soil foundation. The step of weak soil sea bed of drainage and construction method includes making suction pile to the soft soil foundation of desired improvement area, by passing through in the device between control suction pressure maximum pressure and minimum pressure; The driving of the step of stopping make suction pile suction pressure which be equal to or less than minimum pressure suction pile is driven to improvement area in such a way; With the external soft soil foundation of discharge air and water, the driving of suction pile stops when by holding suction pressure, which is equal to or less than minimum pressure. The safety that the present invention can be improved structure prevents Settlement Consolidation superstructure from passing through the seabed of the discharge soft soil foundation of pore water in a short time. ;The 2015 of copyright KIPO submissions
机译:本发明涉及一种软土地基排水的海床及其施工方法。排水工程的施工方法被排出的软土基础利用吸力桩挤入软土基础的海床,通过负压吸引单元。排水软土海床的步骤及施工方法包括:在控制吸气压力的最大压力与最小压力之间通过装置,将吸力桩打入所需改良区的软土地基。这样,停止步骤的驱动使吸引桩的吸引压力成为最小压力吸引桩以下。在排出空气和水的外部软土基础上,当保持等于或小于最小压力的吸气压力时,吸气桩的驱动停止。本发明可以改进结构的安全性防止沉降固结上部结构在短时间内穿过孔隙水的排出的软土基础的海床。 ; 2015年版权KIPO提交文件

著录项

  • 公开/公告号KR20140124518A

    专利类型

  • 公开/公告日2014-10-27

    原文格式PDF

  • 申请/专利权人 HYUNDAI HEAVY INDUSTRIES CO. LTD.;

    申请/专利号KR20130042113

  • 发明设计人 HAN YUN SU;

    申请日2013-04-17

  • 分类号E02D3/10;E02D7/20;

  • 国家 KR

  • 入库时间 2022-08-21 15:41:52

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