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TUNING TECHNIQUE AND TUNING DEVICE OF GROUND STRUCTURE AND LAND SUBSIDENCE

机译:地面结构和地面沉降的调整技术和调整装置

摘要

PURPOSE:To improve safety by annexing a jack at a front end, executing a friction cut to the peripheral surface of a pile, constructing an underground pile and lowering a ground structure by the jacking down of the front end of the pile only by quantity corresponding to land subsidence. CONSTITUTION:A jack 1 is installed beforehand at the front end of a pile, and a friction cut 15 is carried out on the peripheral surface of the pile, thus constructing an underground pile 2. The jacking-up of the jack 1 is conducted at a stage when the strength of the pile 2 appears, and the height of the pile heads of each underground pile 2 is levelled. A ground structure 3 is built on the pile 2, and the jacking-down of the front end of the pile is performed only by quantity corresponding to the clearance S of a ground level 4a generated by land subsidence after completion and a foundation batholith 3a. The structure 3 is lowered, level difference is removed, and the jack 1 is fixed under a passive state. Accordingly, the generation of excessive stress in the head section of the pile is prevented, thus improving safety.
机译:目的:为了提高安全性,通过在桩的前端附加一个千斤顶,对桩的周缘表面进行摩擦切割,建造地下桩并通过仅将桩的前端向下压入相应数量的桩来降低地面结构降落。构成:在桩的前端预先安装了千斤顶1,并在桩的圆周表面上进行了摩擦切割15,从而构成了地下桩2。千斤顶1的顶升在在桩2的强度出现并且每个地下桩2的桩头的高度被拉平的阶段。在桩2上建造有地面结构3,并且仅以与完成后的地面沉降和地基岩基3a的地平面4a的间隙S相对应的量来进行桩的前端的顶起。降低结构3,消除高度差,并且将插孔1固定在被动状态。因此,防止了在桩的头部产生过大的应力,从而提高了安全性。

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