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DIFFERENTIAL SETTLEMENT CONTROLLING METHOD OF FOUNDATION

机译:地基差异沉降控制方法

摘要

PURPOSE:To reduce differential settlement by combining a settlement controlling pile having the spring mechanism expanding in the vertical direction in a pile head section with the foundation structural body, and moving part of weight to the settlement controlling pipe with the settlement of the structure. CONSTITUTION:A settlement controlling pile 3 having the spring mechanism expanding in the vertical direction in a pile head section is combined with the footing foundation 1 forming the foundation structural body to bear a structure to place. Weight of the structure is at the beginning assigned to the footing foundation 1 only, a load moving to the controlling pile 3 is increased with the settlement of the structure, and the load that the foundation 1 bears is reduced. According to the constitution, differential settlement can be prevented at a low cost.
机译:目的:通过将具有在桩头部分中沿垂直方向扩展的弹簧机构的沉降控制桩与基础结构体相结合,并将部分重量移至具有沉降结构的沉降控制管中,以减少差异沉降。组成:沉降控制桩3具有在桩头部分沿垂直方向伸展的弹簧机构,与基础结构1的基础基础1相结合,以支撑结构。刚开始时,结构的重量仅分配给基础桩基1,随着结构的沉降,移向控制桩3的载荷增加,并且基底1所承受的载荷减小。根据该构造,可以以低成本防止差异结算。

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