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METHOD OF PILED CONSTRUCTION IN TRANSIENT SOILS UNDER CONDITIONS OF DENSE URBAN BUILDING

机译:密集城市建筑条件下过渡土桩法施工

摘要

FIELD: construction.;SUBSTANCE: invention relates to the field of construction, in particular, to methods of construction of piles for construction of buildings and structures, mainly on subsidence soil in conditions of dense urban development. Method of erecting piles in subsidence soil in conditions of dense urban development, including installation of pile 1 with widened head 3 in formed in ground well 2 with a gap, and filling gap. In the proposed solution, well 2 is formed by drilling the drilling rig to design mark 8, and pile 1 made with widened foot 3 is buried in non-subsidence soil 9 using a vibration method or an indentation, wherein during pile 1 deepening, clearance between pile side surface and borehole walls is filled with prepared blend 5 with non-explosive destructive substance with water.;EFFECT: invention is aimed at increasing bearing capacity of a pile erected in subsidence soils in conditions of dense urban development, due to exclusion of forces of negative friction during soil sagging.;1 cl, 4 dwg
机译:用于建筑群的桩的建造方法技术领域本发明涉及建筑领域,尤其涉及用于在城市密集发展的条件下主要在沉降土上建造建筑物和结构的桩的建造方法。在密集的城市发展条件下在塌陷土壤中竖立桩的方法,包括在地面井2中形成有缝隙并填充缝隙的情况下,安装带有宽头3的桩1。在提出的解决方案中,通过钻探钻机以设计标记8来形成井2,将采用加宽脚3制成的桩1通过振动方法或压痕埋入非沉陷土9中,其中在桩1加深期间,清除在桩侧面和井壁之间填充水与非爆炸性破坏性物质的预制混合物5;效果:本发明旨在提高在稠密城市发展条件下沉降在沉降土壤中竖立的桩的承载力,土壤下垂时的负摩擦力。; 1 cl,4 dwg

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