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METHOD STRUCTURES Pile foundations in frozen heaving soils

机译:方法结构冻胀土中的桩基

摘要

FIELD: construction.;SUBSTANCE: method to arrange pile foundations preferably for low-rise houses, masts, and advertisement boards in freezing heaving soils includes submersion of short steel piles into soil by means of their screwing down to the rated depth, arrangement of banding beams-caps, installation of a heat insulation material layer above the piles and under the beams-caps. Piles are submersed in winter period, after partial or full freezing of soil. Length of piles is accepted as not less than the rated depth of soil freezing. Then beams-caps are mounted. The arrangement of the heat insulation material layer is started after soils thaw down to safe depth determined by piles calculation for resistance to frost heaving forces action. Surface structures (houses, masts, advertisement boards) are erected both before and after full thawing of soils down to safe depth.;EFFECT: higher bearing capacity, simplified works of foundations arrangement in winter period, in case there are heaving soils present in the base.;3 dwg
机译:领域:建筑;实体:在冻胀的土壤中优选用于低层房屋,桅杆和广告板的桩基布置方法包括通过将短钢桩拧入额定深度来将其浸入土壤中,进行绑扎梁帽,在桩上方和梁帽下方安装隔热材料层。在部分或完全冻结土壤后,冬天将桩浸入水中。桩的长度应不小于土壤冻结的额定深度。然后安装光罩。在土壤融化至安全深度后开始隔热材料层的布置,安全深度由桩计算确定,以抵抗霜冻胀大作用。在将土壤完全融化至安全深度之前和之后都竖立表面结构(房屋,桅杆,广告板);效果:更高的承载力,简化了冬季的地基布置工作,以防万一基数; 3 dwg

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