FIELD: construction.
SUBSTANCE: method of the walls excavation shoring, in which prior to the soil excavation in the pit the leader setup in the level of the pit bottom of the backfill or buried membrane is carried out, which is becoming the rigid spacer, provides the minimum depth of the pit wall fixing.
EFFECT: increase of the reliability and durability of the whole facility in accordance with regulatory requirements, reduction in consumption of materials and labour intensity of underground part structure construction by reducing the depth of the excavation shoring walls bottom embedding.
3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| PIT OF BUILDINGS AND STRUCTURES IN WATER-SATURATED SOILS | 2022 |
|
RU2823703C2 |
| CONSTRUCTIVE AND TECHNOLOGICAL SOLUTION FOR FOUNDATION OF INTERMEDIATE SUPPORT OF HIGH PILE WORK TYPE CONSTRUCTED IN TEMPORARY ENCLOSING STRUCTURE | 2023 |
|
RU2807350C1 |
| METHOD OF ERECTION OF UNDERGROUND STRUCTURES ALONG RIVER BED OR CANAL | 2018 |
|
RU2686206C1 |
| METHOD FOR STRUCTURE CONSTRUCTION IN THE UNDER-RUNNER SPACE OF RIVERS AND CANALS IN URBAN DEVELOPMENT | 2021 |
|
RU2770187C1 |
| METHOD OF CONSOLIDATING PIT WALLS | 0 |
|
SU990966A1 |
| TRANSPORT JUNCTION AND METHOD FOR CONSTRUCTION THEREOF | 2015 |
|
RU2587673C1 |
| METHOD OF UNDERGROUND STRUCTURE ERECTION IN URBAN BUILT-UP AREA | 2002 |
|
RU2245966C2 |
| METHOD TO ERECT MULTISTORY SUBSURFACE STRUCTURE | 2009 |
|
RU2414563C1 |
| METHOD FOR LAYING DOWN OF TAMPONAGE LAYER IN FOUNDATION PIT GUARDED WITH CHANNEL | 1993 |
|
RU2064997C1 |
| METHOD FOR CONSOLIDATION OF FOUNDATION PITS | 0 |
|
SU1677182A1 |
