首页> 外国专利> METHOD FOR ARRANGEMENT OF PILE FOUNDATIONS FOR STRUCTURES, PILE FOUNDATIONS AND SHELL STRUCTURE FOR CREATION OF WIDENED FOOT

METHOD FOR ARRANGEMENT OF PILE FOUNDATIONS FOR STRUCTURES, PILE FOUNDATIONS AND SHELL STRUCTURE FOR CREATION OF WIDENED FOOT

机译:桩基结构的桩基布置方法,桩基的建立

摘要

FIELD: construction.;SUBSTANCE: invention is related to methods for arrangement of pile foundations for structures, to pile foundations and shell structure for creation of widened foot for pile foundations. Method for creation of pile foundation for structures, according to which the following stages are executed on site to arrange the mentioned foundation - well for installation of foundation pipe is drilled with the help of the first auger drill. The following section is drilled under lower end of installed foundation pipe. Cavity is arranged in the specified section by means of scraper and pressure of water jet. Loose soil is removed from specified cavity by mentioned first drill. Pipe for set of tools and accessories with the second auger drill and flexible shell that envelopes the lower part of the second specified drill is lowered through foundation pipe into lower part of specified section. Excess pressure is built up in specified shell, and moulding material is injected into specified cavity, surplus of which is then removed by the second auger drill. After mentioned material hardens, the specified shell is blown off and removed via specified foundation pipe. Reinforcing device is lowered into foundation pipe. Concrete material is poured into foundation pipe, at that specified cavity is filled, and specified reinforcing device is embedded into concrete, thus creating widened foot for foundation pipe. Versions of method and pile foundation are also stated.;EFFECT: higher stability and resistance to compressing and stretching forces, lower material intensity.;5 cl, 26 dwg
机译:技术领域本发明涉及用于布置结构的桩基的方法,用于桩基和壳体结构以用于形成桩基的加宽脚的方法。用于构造物的桩基的创建方法,根据该方法,在现场执行以下步骤以布置上述基础-在第一个螺旋钻的帮助下钻出用于安装基础管的井。以下部分在已安装的基础管的下端钻取。通过刮刀和喷水压力在指定的区域内布置空腔。提到的第一个钻头从指定的腔中清除了松散的土壤。带有第二个螺旋钻和包裹第二个指定钻头下部的柔性外壳的用于工具和附件的管道,通过基础管下降到指定部分的下部。在指定的壳体中会形成多余的压力,然后将成型材料注入指定的腔中,然后通过第二个螺旋钻将多余的腔体清除。在提到的材料变硬后,将指定的壳体吹散并通过指定的地基管拆除。加强装置下降到基础管中。将混凝土材料倒入基础管中,在指定的空腔处填充,并在混凝土中嵌入特定的加固装置,从而为基础管创建加宽脚。还说明了方法和桩基的版本。效果:更高的稳定性和抗压缩力和拉伸力,更低的材料强度; 5 cl,26 dwg

著录项

  • 公开/公告号RU2346112C2

    专利类型

  • 公开/公告日2009-02-10

    原文格式PDF

  • 申请/专利权人 FUT FAUNDEHSHN A/EHS;

    申请/专利号RU20070109828

  • 发明设计人 RASMUSSEN KHENING BALTSER;

    申请日2004-08-30

  • 分类号E02D5/44;

  • 国家 RU

  • 入库时间 2022-08-21 19:10:41

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