FIELD: reconstruction of buildings. SUBSTANCE: method includes laying of reinforced concrete supporting members with through horizontal holes from both sides of foundation with definite spacing, and depth of burying not in excess of 10 cm. Laid between supporting members are small piece blocks. Tendons are passed through holes of supporting members and foundation and arranged between small piece blocks, and tensioned and anchored to supporting members. EFFECT: reinforced strip foundation with decreased labor input due to reduced earth excavation. 3 dwg
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| SECTIONAL REINFORCED-CONCRETE FOUNDATION | 1995 |
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| PRESTRESSED REINFORCED CONCRETE FRAMEWORK OF BUILDING OR STRUCTURE | 1998 |
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| FLOORING FOR FRAMELESS BUILDINGS | 1995 |
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| EARTHQUAKE-PROOF MONOLITHIC REINFORCED-CONCRETE STORAGE BUILDING | 2000 |
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