FIELD: construction.
SUBSTANCE: earthquake-proof pipe comprises a reinforced concrete structure. It comprises a cone-shaped base with a galvanised shell from sheet steel, is placed into a sand-concrete reinforced cylinder with a cone-shaped end, on the bottom of which there is granite sand, with a layer of around one metre. The space between a reinforced concrete pile and side parts of the cone-shaped shell are filled with sand for the height of the hollow cylinder.
EFFECT: provision of a reliable foundation, strengthening of a foundation preventing building damage during significant ground vibrations in seismically dangerous conditions, lower material intensity.
1 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| ASEISMIC PILE | 2010 |
|
RU2459041C2 |
| SEISMIC INSULATOR OF BUILDINGS | 2009 |
|
RU2407865C1 |
| ASEISMIC PILE BASE | 2005 |
|
RU2334843C2 |
| REINFORCEMENT CONSTRUCTION FOR BUILDING OR FACILITY FOUNDATION | 2007 |
|
RU2354783C1 |
| PILE FOUNDATION FOR SEISMIC TERRITORIES | 2005 |
|
RU2307212C2 |
| METHOD OF ARRANGING DRIVEN PILE | 2017 |
|
RU2640467C1 |
| METHOD TO REINFORCE BRICKWORK PILLARS AND THEIR COLUMNAR FOUNDATIONS | 2015 |
|
RU2600473C1 |
| METHOD FOR STRENGTHENING AND PROTECTION OF OLD REINFORCED CONCRETE FOUNDATIONS, PILES AND STANDS OF ELECTRIC INSTALLATIONS FROM ENVIRONMENTAL IMPACTS | 2006 |
|
RU2331737C2 |
| METHOD AND DEVICE FOR YEAR-ROUND COOLING, FREEZING OF GROUND AT FOUNDATION BASE AND FOR HEAT SUPPLY OF STRUCTURE ON PERMAFROST GROUND IN CRYOLYTIC ZONE | 2012 |
|
RU2519012C2 |
| PILE IN THE PUNCHED WELL ARRANGEMENT METHOD (EMBODIMENTS) | 2017 |
|
RU2663420C1 |
