FIELD: construction.
SUBSTANCE: single-pile-slabby foundation includes a pile and a reinforced concrete slab. The foundation consists of a single load-carrying pile and a load-carrying slab, coaxially loosely connected by means of a hemispherical hinge having a hemispherical recess at the slab base and a hemispherical pile head.
EFFECT: improving the foundation reliability and stability, reducing the material consumption.
2 cl, 2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| ASEISMIC PILE BASE | 2005 |
|
RU2334843C2 |
| METHOD FOR PILE-AND-SLAB FOUNDATION CONSTRUCTION IN SEISMIC AREAS | 2005 |
|
RU2300604C1 |
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RU2697755C1 |
| FOUNDATION FOR VERTICAL STEEL RESERVOIR | 2015 |
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| COMBINED (PILE-SLAB, PILE-BELT, PILE-COLUMNAR) FOUNDATION ERECTION METHOD | 2015 |
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| CONSTRUCTION METHOD OF PILE-SLAB FOUNDATION OF HIGH-RISE BUILDING | 2013 |
|
RU2549632C1 |
| SLAB-AND-PILE FOUNDATION | 2005 |
|
RU2301303C2 |
| METHOD FOR ERECTION OF SLAB-PILE FOUNDATION | 2008 |
|
RU2378454C1 |
| POLE FOR OVERHEAD SYSTEM TO BE ERECTED IN HEAVING GROUND | 2006 |
|
RU2317375C2 |
