首页> 外国专利> METHOD OF CONSTRUCTION OF SHEET PILING WHEN CONDUCTING WORKS AT MAJOR PIPELINE AND MOUNTABLE-DISMOUNTABLE SHEET PILING FOR DEVELOPMENT OF FOUNDATION PIT

METHOD OF CONSTRUCTION OF SHEET PILING WHEN CONDUCTING WORKS AT MAJOR PIPELINE AND MOUNTABLE-DISMOUNTABLE SHEET PILING FOR DEVELOPMENT OF FOUNDATION PIT

机译:在基坑工程中进行主要管道工程和工作表固定式工作表的施工方法

摘要

FIELD: construction.;SUBSTANCE: invention relates to the construction, namely to sheet pilings or retaining walls erected at the sites with free-flow current of ground water, in particular for the creation of sheet piling in foundation pits during conduction of repair works at major pipelines. Method for erecting the sheet piling when conducting works at major pipeline includes the assembly of the guide frame and lock in place of erection of sheet piling by driving the racks, installation of the guide frame on them and driving of sheet piles of fencing with their closure in plan. Repair foundation pit is excavated preliminary and major pipeline is opened on top to the depth not less than 0.6 m from the bottom forming tube of major pipeline to the bottom of foundation pit, besides the foundation pit is excavated along the length exceeding the length of the cut section of major pipeline to not less than 2 m. Repair foundation pit is bordered with the compacted clay along the exterior perimeter. Four racks are mounted in the corners of repair foundation pit with section protruding over the curve of repair foundation pit to not less than 15 cm, retaining fingers are inserted into the holes of racks and then I-beams of guide frame are mounted on racks, after that the sheet piles with formation along the perimeter of guide frame from I-beams of sheet piling are suppressed into the soil along the I-beams between the walls of repair foundation pit and I-beam. Part of sheet piles leaves not less than 15 cm over the curve of the repair foundation pit.;EFFECT: technical result consists in the increase of productivity when erecting and disassembling the sheet piling, reduction of material consumption of sheet piling, simplification of structure.;5 cl, 3 dwg
机译:技术领域本发明涉及一种结构,即涉及利用地下水的自由流动在现场竖立的板桩或挡土墙,特别是用于在进行维修工作时在基坑中形成板桩。主要管道。在主要管道上进行工程时竖立板桩的方法包括:组装导向框架,并通过驱动机架,在机架上安装导向框架以及在封闭的情况下驱动围栏板桩来锁定竖立板桩在计划中。维修基坑初步开挖,从主要管线的底部成型管到基坑底部的顶部,主管道的开孔深度不小于0.6 m,并且基坑的开挖长度超过基坑的长度。将主要管道的截面切至不少于2 m。维修基坑沿外周边与压实粘土接壤。在维修基坑的拐角处安装四个机架,其截面突出到维修基坑的曲线上不少于15 cm,将固定指插入机架的孔中,然后将导向框架的I型梁安装在机架上,之后,将由板桩工字梁沿导架周边形成的板桩沿修复基坑和工字梁壁之间的工字梁压入土壤中。板桩的一部分离开修补基坑的曲线不少于15厘米。效果:技术成果包括在安装和拆卸板桩时提高生产率,减少板桩的材料消耗,简化结构。 ; 5 cl,3 dwg

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