C35/45
DEFORMED REINFORCING BARS A500HW, (fy=500N/mm2REINFORCEMENT:
CONCRETE:
ALL OTHER STEEL PARTS HOT ZINK GALVANIZED, PASSIVATE TIME MIN. 5 WEEKS
REINFORCED CONCRETE CLASS OF STRESS: XC4, XF3
REINFORCED CONCRETE DURABILITY: 100 YEARS
CONCRETE PROTECTION FOR REINFORCEMENT: NOMINAL VALUE 35mm AND
CAST AGAINST SOIL 75mm, TOLERANCE ±10mm
ALLOWABLE SOIL PRESSURE = 70 kPa
IN VISIBLE CORNERS: CHAMFER 20*20mm
TO BE FOUNDATED ON COMPRESSED CRUSHED GRAVEL, GRATE MIN. HEIGHT 200mm.
UPPER 200mm THICK GRAVEL LAYER GRAVEL SIZE 0...32mm. BENEATH THIS LAYER
ADDITIONAL LAYERS TO BE COMPRESSED IN 300mm THICK LAYERS, GRAVEL SIZE 0...65mm
TOP BAR
BOTTOM BAR
EARTHING BAR LOCATIONS ARE PLACES, WHERE A SHORT PIECE OF RE-BAR IS CONNECTED
TO THE REINFORCEMENT AND BROUGHT TO THE FOUNDATION SURFACE SO THAT THEY CAN
BE CONNECTED TO THE EARTHING ELECTRODE.
NOTE!
To Next Page
Loading...
