FIELD: civil engineering; foundations. SUBSTANCE: method involves making horizontal drifts under an existing foundation and concreting the bearing walls of the underground part. The bearing walls transfer loads from the existing foundation to the ground becoming a new foundation of a building or structure. The next step involves performing ground works between the bearing walls to form the space of the underground part. EFFECT: accelerated construction of foundations under an already existing one. 2 cl, 4dwg
Title | Year | Author | Number |
---|---|---|---|
SUBWAY STATION AND METHOD OF ITS CONSTRUCTION (DEVICE AND METHOD NAMED AFTER YURKEVICH PB) | 2012 |
|
RU2505646C2 |
METHOD OF ERECTION OF SLAB REINFORCED CONCRETE FOUNDATION | 2018 |
|
RU2692396C1 |
METHOD FOR ERECTION OF UNDERGROUND STRUCTURE | 1999 |
|
RU2138597C1 |
METHOD FOR RECONSTRUCTING BUILDINGS | 1993 |
|
RU2036291C1 |
METHOD OF ERECTION OF UNDERGROUND STRUCTURES ALONG RIVER BED OR CANAL | 2018 |
|
RU2686206C1 |
METHOD FOR ERECTION OF VEHICULAR TRAFFIC TUNNEL OF URBAN RING HIGHWAY OF MEGAPOLIS | 1999 |
|
RU2152473C1 |
METHOD FOR STRUCTURE CONSTRUCTION IN THE UNDER-RUNNER SPACE OF RIVERS AND CANALS IN URBAN DEVELOPMENT | 2021 |
|
RU2770187C1 |
METHOD FOR ERECTION OF URBAN RING HIGHWAY SECTION MEGAPOLIS | 1999 |
|
RU2152470C1 |
METHOD FOR ERECTING INTRA-CITY CIRCULAR MOTORWAY | 1999 |
|
RU2175367C2 |
FOUNDATION OF RECONSTRUCTED BUILDING | 2010 |
|
RU2431718C1 |
Authors
Dates
1995-05-20—Published
1993-03-05—Filed