FIELD: construction. SUBSTANCE: the offered method includes drilling hole, at least. 10 m deep and diameter equalling 1.1-1.4 of pipe side by auger with hollow rod. Ground is withdrawn in auger lifting and, simultaneously, hardening mortar is injected through hollow rod, first, to, at least. 1/3 of hole depth, and remaining part is filled with clay mortar. Then, lowered into hole is pile and hammer-driven to 0.5-2 m below hole bottom. EFFECT: higher efficiency. 4 dwg
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METHOD OF ERECTING PILE FOUNDATION IN PERMAFROST | 1984 |
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SU1144439A1 |
METHOD OF CONSTRUCTION OF EMBEDDED HYDRAULIC STRUCTURE | 0 |
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INSTALLATION METHOD FOR STRUTTED POLE OF OVERHEAD POWER TRANSMISSION LINE | 0 |
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APPARATUS FOR MAKING THAWED HOLES IN FROZEN SOILS | 0 |
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SU1541355A1 |
0 |
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METHOD OF CONSTRUCTING PILE FOUNDATION | 0 |
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METHOD FOR CONSTRUCTION OF PILE FOUNDATION | 0 |
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SU1678976A1 |
METHOD FOR CONSTRUCTING FOUNDATION FOR BUILDINGS ON SUBSIDING GROUND | 1991 |
|
RU2014394C1 |
Authors
Dates
1997-09-27—Published
1992-03-31—Filed