FIELD: building, particularly service line building on strongly-compressible ground base.
SUBSTANCE: underground channel is defined by members having rectangular cross-sections supported by pile foundation and having upper and side walls formed of heat-insulation material. Underground channel has flat plate located above the members. Flat plate edges exceed outer bounds of the channel and built in fill-up ground. Porous material is located between flat plate and the members.
EFFECT: prevention of non-uniform ground surface deformations above the channel during usage thereof and reduced depth of channel building.
1 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| WALL DRAINAGE | 2016 |
|
RU2640600C1 |
| SETTLEMENT STRUCTURE | 2012 |
|
RU2485266C1 |
| PIGSTY | 2017 |
|
RU2648050C1 |
| TUNNEL DESIGN | 2001 |
|
RU2181413C1 |
| METHOD FOR CONSTRUCTION OF PILE-PLATE FOUNDATION | 2021 |
|
RU2774443C1 |
| FOUNDATION | 0 |
|
SU700602A1 |
| PREFABRICATED KNOCK-DOWN STORAGE FOR SAND AND CRUSHED STONE | 0 |
|
SU1260490A1 |
| MULTI-PURPOSE BUILDING | 2007 |
|
RU2345200C2 |
| SUSPENSION SUPPORT FOR SECTIONS OF UNDERGROUND PIPELINE ROUTING | 2015 |
|
RU2601651C1 |
| METHOD OF SECURING WEAK SOIL AT THE BASE OF A FOUNDATION SLAB | 2023 |
|
RU2807344C1 |
