FIELD: construction industry.
SUBSTANCE: foundation includes artificial base with curved surface, load-carrying members and cover located on base. Load-carrying members are made in the form of orthogonal bands forming a meshed cover and laid and bonded to concrete surface formed on curved surface of artificial base filled under pressure with cement grout, located in ditch and the bulge of which is directed upwards. Ends of bands are attached to support outline made in the form of two-way beam system, which is installed on natural base.
EFFECT: effective and reliable protection of the construction above foundation, reducing material consumption.
2 dwg
Title | Year | Author | Number |
---|---|---|---|
FOUNDATION OF PILES AND SHELLS | 2010 |
|
RU2447230C1 |
BASEMENT | 2007 |
|
RU2334054C1 |
FOUNDATION | 2008 |
|
RU2380484C1 |
FOUNDATION | 2009 |
|
RU2393297C1 |
METHOD OF SHALLOW STRIP FOUNDATION REINFORCEMENT | 2011 |
|
RU2447232C1 |
BASEMENT | 2012 |
|
RU2491386C1 |
BASEMENT | 2007 |
|
RU2334052C1 |
STRIP-MEMBRANE SUBSURFACE FOUNDATION | 2021 |
|
RU2752890C1 |
BASEMENT | 2007 |
|
RU2334051C1 |
BAND-SHELL SHALLOW FOUNDATION | 2018 |
|
RU2689957C1 |
Authors
Dates
2010-01-27—Published
2008-06-16—Filed