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Creation manner null of the mountain stop wall which possesses the parent

机译:拥有父母的山挡墙的创作方式无效

摘要

PURPOSE:To prevent loosening of a ground therearound and to increase a cut-off effect, by a method wherein an underground wall of soil cement is constructed, and newel piles, such as H-shape members, are driven at arbitrary intervals through the underground wall more deeply than the underground wall. CONSTITUTION:A soil cement wall 5 made of mixture of excavated earth and a cementing material, such as cement milk, is built to construct an underground wall 2 in a manner that the end parts are partially overlapped with each other. Thereafter, primer piles 3, such as H-shaped members, are driven in the underground wall 2 at arbitrary intervals. the newel piles 3 are driven more deeply than the underground wall 2 so that the lower ends thereof are positioned in a level lower by a necessary distance than the lower end of the underground wall 2. This permits reliable cut-off of water and prevention of settlement of a ground of the back of a landslide protection wall, and enables prevention of collapse of earth through endurance of an earth pressure and a water pressure with the aid of the newel piles.
机译:目的:为防止周围地面松动并增加切割效果,采用了一种方法,该方法是在地下建造水泥土墙,然后以任意间隔将诸如H型构件的新型桩打入地下墙比地下墙更深。组成:水泥土墙5是由挖出的泥土和诸如水泥牛奶之类的水泥材料的混合物制成的,其构造是使地下墙2的端部部分相互重叠。之后,诸如H形构件的底漆桩3以任意间隔打入地下壁2中。新桩3比地下壁2更深地被驱动,使得其下端位于比地下壁2的下端低一定距离的高度。这允许可靠地止水并防止积水。滑坡防护墙后部地面的沉降,并且借助于新型桩能够通过承受土压力和水压力来防止土崩塌。

著录项

  • 公开/公告号JPH0613770B2

    专利类型

  • 公开/公告日1994-02-23

    原文格式PDF

  • 申请/专利权人 ASK KENKYUSHO KK;

    申请/专利号JP19830175511

  • 发明设计人 KUNITO MITSUHIRO;

    申请日1983-09-22

  • 分类号E02D17/13;E02D5/04;E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 04:52:41

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