首页> 外国专利> RETAINING WALL STRUCTURE HAVING A TRUSS TYPE PILE ARRANGEMENT AND A CONSTRUCTION METHOD THEREOF, CAPABLE OF HAVING THE IMPROVED RESISTANCE WITH RESPECT TO THE SOIL PRESSURE BY ARRANGING A TRUSS TYPE PILES

RETAINING WALL STRUCTURE HAVING A TRUSS TYPE PILE ARRANGEMENT AND A CONSTRUCTION METHOD THEREOF, CAPABLE OF HAVING THE IMPROVED RESISTANCE WITH RESPECT TO THE SOIL PRESSURE BY ARRANGING A TRUSS TYPE PILES

机译:具有桁架式桩布置的挡土墙结构及其施工方法,能够通过布置桁架式桩来提高抗土压力

摘要

PURPOSE: A retaining wall structure having a truss type pile arrangement and a construction method thereof are provided to can be utilized for a large-scale embankment work or cutting construction by supporting large soil pressure without using a separated supporting system.;CONSTITUTION: A retaining wall structure(1) having a truss type pile arrangement a plurality of first-row H-piles, a earth retaining wall, a plurality of second-row H-piles, and an inclined connection member. The plurality of first-row H-pipes is arrange along a traverse direction of a front surface of a cutting area and banking area at a predetermined interval and perpendicularly inserted into the underground. An earth retaining plate is installed to a traversal gap between the H-piles. The plurality of second H-piles is installed in a position dislocated from the first-row H-pile. The inclined connection member connects the first-row pile and second-row file.;COPYRIGHT KIPO 2012
机译:目的:提供一种具有桁架式桩结构的挡土墙结构及其施工方法,可通过支撑大的土壤压力而无需单独的支撑系统而用于大规模的堤防工程或切割施工。壁结构(1),其具有桁架式桩布置,多个第一行H型桩,挡土墙,多个第二行H型桩和倾斜的连接构件。多个第一行H形管沿着切割区域和堤岸区域的前表面的横向以预定间隔布置并且垂直地插入地下。在H形桩之间的横向间隙上安装了一块挡土板。多个第二H形桩安装在与第一行H形桩错位的位置。倾斜的连接构件连接第一排文件和第二排文件。; COPYRIGHT KIPO 2012

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