FIELD: construction.
SUBSTANCE: foundation comprises vertical trench walls. The trenches are laid out with hollow composite blocks of the rectangular cross-section with or without a bottom, with a width equal to the trench width, with a wall thickness required by the design foundation strength conditions by ground and material, filled with a filling material.
EFFECT: improving the foundation reliability, ensuring the effective operation of the foundation under the impact of various loads thereon, reducing the material consumption and labour intensity.
6 cl, 3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| BAND-SHELL SHALLOW FOUNDATION | 2018 |
|
RU2689957C1 |
| STRIP-MEMBRANE SUBSURFACE FOUNDATION | 2021 |
|
RU2752890C1 |
| METHOD TO RECOVER CONTACT LAYER "FOUNDATION - SOIL BASE" | 2015 |
|
RU2572477C1 |
| REINFORCEMENT METHOD OF FOUNDATION BASE DURING RECONSTRUCTION OF BUILDINGS AND STRUCTURES | 2019 |
|
RU2708929C1 |
| METHOD OF ESTABLISHING A STANDARD FOUNDATION USING RIBBED SLABS OF CEILINGS (COVERINGS) | 2017 |
|
RU2671019C1 |
| METHOD FOR HIGHLY-RIGID PLATE FOUNDATION ERECTION | 2006 |
|
RU2303106C1 |
| METHOD OF INDUSTRIAL BUILDING FOUNDATION CONSTRUCTION | 2003 |
|
RU2244067C1 |
| SLAB FOUNDATION | 2013 |
|
RU2536527C2 |
| CULVERT STRUCTURE IN REINFORCED GROUND CASE | 2004 |
|
RU2280124C1 |
| METHOD FOR RESTORING BUILDINGS WITH A VENTILATED UNDERGROUND AFTER THAWING OF THE FOUNDATION SOILS | 2021 |
|
RU2771359C1 |
