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Construction construction method null of rim cofferdam embankment of artificial

机译:人工围堰围堰路堤施工施工方法无效

摘要

PURPOSE:To provide a construction method which requires little temporary equipment, does not cause pollution of a sea area and improves the execution efficiency. CONSTITUTION:Trimming unit component members formed by inserting unit tube bodies 3 having flexibility and airtightness in multi-stage circular spaces partitioned by disposing grid frames extending between upper and lower circular form retaining frames 1 are alternately sunk along the outer periphery of an artificial island to be constructed in the sea. A fluid hardening material is poured and hardened in the unit tube bodies to construct a preceding trimming unit A. Subsequently, a succeeding trimming unit A' is constructed between adjacent units A by the same construction method as that of the unit A, and the peripheral closing levee of the artificial island is constructed by both units A, A'.
机译:目的:提供一种只需很少的临时设备,不造成海域污染,提高执行效率的施工方法。组成:通过将具有柔韧性和气密性的单元管体3插入多级圆形空间而形成的整理单元构件,该多级圆形空间通过放置在上下圆形模板保持框架1之间延伸的网格框架而分隔,沿着人造岛的外周凹陷。在海中建造。将流体硬化材料倒入并固化在单元管体中,以构成先前的修整单元A。随后,通过与单元A相同的构造方法,在相邻的单元A和外围之间构造后续的修整单元A'。人工岛的封闭堤坝由A,A'两个单元构成。

著录项

  • 公开/公告号JP2538430B2

    专利类型

  • 公开/公告日1996-09-25

    原文格式PDF

  • 申请/专利权人 FUJITA CORP;

    申请/专利号JP19910048187

  • 发明设计人 AOKAGE HIRAMASA;

    申请日1991-03-13

  • 分类号E02B17/00;E02B3/00;E02D19/04;

  • 国家 JP

  • 入库时间 2022-08-22 03:58:33

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