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BREAKWATER THAT IS CONSTRUCTED ON DEEP SOFTGROUND

机译:在深层软件环境中构建的BREAKWATER

摘要

In constructing a breakwater with a deep depth of soft ground, a substructure having a completely closed lower space is installed in the foundation dredging part of the soft ground to open a pressure device, and then to a through hole vertically penetrating the upper plate and the lower wall. The lower structure is lowered into the soft ground by spraying pressurized water or compressed air, and then the pressure device installed on the upper part of the lower structure is closed to prevent settlement. After installing the cover block and installing the wedge block between the lower structure support jaw and the upper structure lower plate, install the replacement stone on the upper surface of the soft foundation foundation dredging and the outer side of the front wall and the rear wall of the upper structure to install the upper concrete It is built by pouring. The principle is that the load of the upper structure of the breakwater is applied to the soft ground filled in the space inside the wall of the lower structure of the breakwater by the indentation depth of the wall of the completely closed lower structure. It relates to a structure of a breakwater on a soft ground of deep depth formed by this offset.;Breakwater, soft ground,
机译:在建造具有深厚软土深度的防波堤时,将具有完全封闭的下部空间的下部结构安装在软土的基础疏part部分中,以打开压力装置,然后至垂直穿透上板和下半部的通孔。下墙。通过喷洒加压水或压缩空气将下部结构降低到软土地基中,然后关闭安装在下部结构上部的压力装置,以防止沉降。在安装盖板并在下部结构支撑钳口和上部结构下板之间安装楔形块后,在软基础地基疏the的上表面以及前壁和后壁的外侧上安装替换石材。安装上部混凝土的上部结构通过浇筑建造。原理是,通过完全封闭的下部结构的壁的压痕深度,将防波堤的上部结构的载荷施加到填充在防波堤的下部结构的壁内部的空间中的软土地基上。它涉及由该偏移形成的在深深度的软土地上的防波堤的结构。防波堤,软土地,

著录项

  • 公开/公告号KR20060023627A

    专利类型

  • 公开/公告日2006-03-15

    原文格式PDF

  • 申请/专利权人 LEEDO. CO. LTD.;

    申请/专利号KR20040072399

  • 发明设计人 LEE OH JIN;

    申请日2004-09-10

  • 分类号E02B3/06;E02D23;

  • 国家 KR

  • 入库时间 2022-08-21 21:26:16

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