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METHOD OF BACK-FILLING CONSTRUCTION OF CAISSON AND BACK-FILLING STRUCTURE

机译:沉箱的回填施工方法及回填结构

摘要

PROBLEM TO BE SOLVED: To conduct backing-filling works for preventing the suction of back- filling soil and sand from caisson joints in a gravity type revetment and a quaywall surely by simple works without requiring a large quantity of back- filling stones. ;SOLUTION: In a method of back-filling construction of the caissons, guide frames 9 with bent openings are installed vertically near both end sections of the land side faces of the caissons while the bent opening sides are directed to both ends of the caissons 1, and the caissons 1, on which the guide frames 9 are mounted, are mutually arranged adjacently. The bent openings of the guide, frames 9 are faced oppositely, and gabions 10, in which sand arresting sheets are set up to at least side faces and the insides are filled with a large number of stone, are stacked and installed on the joint-section load sides of the caissons 1 at a plurality of stages while using the guide frames 9 as guides.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:进行回填工程,以确保通过重力工程护坡和码头墙从沉箱接头中吸回回填土和沙子,这是通过简单的工作就可以确定的,而无需大量回填石料。 ;解决方案:在沉箱的回填方法中,将带有弯曲开口的导向框架9垂直安装在沉箱平台侧面的两个端部附近,同时将弯曲开口侧指向沉箱1的两端。在其上安装有导向框架9的沉箱1彼此相邻布置。导向架的弯曲开口与框架9相对,而石笼网10堆叠并安装在接缝上,在石笼网中至少在侧面上装有防砂片,内部装有大量石材。沉箱1的截面载荷侧在使用导向框架9作为导向的情况下分多个阶段进行。版权所有:(C)1998,JPO

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