FIELD: construction.
SUBSTANCE: method of shallow strip foundation reinforcement contains anchors, an artificial basement with a curvilinear surface, and a shell located on the basement. Bearing elements in the form of reinforced concrete shells formed on the curvilinear surface of the artificial basement filled under pressure with the cement mortar arranged in the cellar and facing upwards with its convexity, are fixed with their edges to the anchors fixed in the body of shallow strip foundations, against which the bearing walls rest.
EFFECT: higher bearing capacity of the basement, reduced material intensity, provision of reinforcement of existing shallow strip foundations with observation of the specified reliability of the above-foundation structure.
2 dwg
Title | Year | Author | Number |
---|---|---|---|
FOUNDATION OF PILES AND SHELLS | 2010 |
|
RU2447230C1 |
BAND-SHELL SHALLOW FOUNDATION | 2018 |
|
RU2689957C1 |
PRESTRESSED SHALLOW FOUNDATION | 2010 |
|
RU2464381C2 |
FOUNDATION | 2008 |
|
RU2380483C1 |
REINFORCING TAPE SHALLOW FOUNDATION METHOD | 2018 |
|
RU2692383C1 |
FOUNDATION (VARIANTS) | 2006 |
|
RU2320819C1 |
SLABBY AND FINNED SHALLOW FOUNDATION | 2014 |
|
RU2561441C1 |
STRIP-MEMBRANE SUBSURFACE FOUNDATION | 2021 |
|
RU2752890C1 |
METHOD FOR RECONSTRUCTION OF BUILDINGS, CONSTRUCTIONS | 1993 |
|
RU2065001C1 |
FOUNDATION | 2009 |
|
RU2393297C1 |
Authors
Dates
2012-04-10—Published
2011-02-01—Filed