首页> 外国专利> Process for the production of a fastening of a terrain jump, for the renovation of a pile foundation and for the new construction of a pile foundation by means of a supporting body

Process for the production of a fastening of a terrain jump, for the renovation of a pile foundation and for the new construction of a pile foundation by means of a supporting body

机译:用于制造地形跳跃的紧固件,翻新桩基以及通过支撑体新建桩基的方法

摘要

Method for producing a fastening of a terrain jump by means of a support body (14) with the steps: a) dredging the terrain jump, whereby an excavation arises, which consists of filling (3) and soil (2), b) intermediate storage of the excavation, c) laying out an embankment in the ground (2) and in the filling (3), d) inserting a sheet pile wall (6) at a defined distance from the embankment, the sheet pile wall (6) serving as formwork and scour protection, e) stabilizing the sheet pile wall (6 ) with a stiffener (7), which is secured on land with ground anchors (13), f) analysis of components of the excavation and calculation of further materials consisting of suitable additives and necessary hydraulic binders, which must be added to the excavation in order to define To achieve core properties of the support body (14) according to a desired statics, g) formulation of the further suitable additives and necessary hydra ulische binder for the excavation and mixing of the materials for the support body (14), h) installation of the support body (14), which consists of the excavation of the previous dredging and the mixed materials, layer by layer fresh in fresh, up to about one meter below one Installation height of a dead man's anchor (15), i) Installation of a dead man's anchor (15) and further installation of the support body (14) in layers fresh in fresh, j) curing of the support body (14), k) removal of the bracing (7).
机译:通过支撑体(14)固定地形跳跃的方法,包括以下步骤:a)疏通地形跳跃,从而进行挖掘,该挖掘由填充物(3)和土壤(2)组成,b)中间存放挖掘物,c)在地面(2)和填充物(3)中铺设路堤,d)在距路堤一定距离处插入板桩墙(6),板桩墙(6)用作模板和冲刷保护,e)用加强筋(7)稳定板桩墙(6),加强筋(7)用地锚(13)固定在土地上,f)分析挖掘的组成部分并计算其他材料必须添加适当的添加剂和必要的水硬性粘合剂,以便根据期望的静力学确定为实现支撑体(14)的核心性能,g)配制其他合适的添加剂和必要的水硬性粘合剂以用于挖掘和混合的材料支撑体(14),h)支撑体(14)的安装,包括挖掘先前的挖泥机和混合材料,每层新鲜新鲜一层一层地挖起,最高高度不超过一米人的锚点(15),i)安装死者的锚点(15)并进一步新鲜安装支撑体(14),j)固化支撑体(14),k)拆除支撑(7)。

著录项

  • 公开/公告号DE102017129705B4

    专利类型

  • 公开/公告日2019-12-19

    原文格式PDF

  • 申请/专利权人 ROLAND LANGNAESE;SIEGFRIED NEU;

    申请/专利号DE201710129705

  • 发明设计人 ROLAND LANGNAESE;SIEGFRIED NEU;

    申请日2017-12-13

  • 分类号E02D29/02;E02D5/20;E02D5/74;E02D15;E02D17/20;E02D11;E02B3/06;

  • 国家 DE

  • 入库时间 2022-08-21 11:02:05

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