GSI Group PNEG-369, Руководство пользователя

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14
24' Batch & Autoflow
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#6 Bars @ 12" c/c
Req'd only if "b" is
Greater than 2'-0"
Outside Radius
1/2" Expansion Joint
"N" #6 Bars
Evenly Spaced
Well Compacted Fill
6"
3" CI.
6" Max.
1'-6"
"b"
1'-0" Min.
Two Layers
6 x 6 - 6/6 Wire
Mesh
Vapor Barrier
Figure #4
24' Diameter Bin
NOTES:
•
Foundation site should be well drained and free of vegetation or debris.
• Foundation design is based on a minimum soil bearing capacity of 3,000 lb/ft
2
. If soil bearing capacity is
in doubt, contact a local soil testing engineer.
• Concrete shall have a minimum compressive strength of 3,000 PSI at 28 days.
• Requirements for reinforcement do not include overlap.
• Lap all circumferential bars 35 bar diameters and stagger all laps in plan 3'-0".
• All material used for back fill inside the ring wall should be a clean, well graded, crushed stone or sand-
gravel mixture. Back fill should be placed in 6" lifts and well compacted.
FROST FREE PAD
Rin g Nu mb er 4 5 6 7
b 1'-1" 1'-1" 1'-9" 1'-9"
N 2 2 2 2
Ou ts id e Rad iu s 12'-9" 12'-9" 12'-9" 12'-9"
Sq . Ft. M es h 6 x 6 - 6/6 900 900 900 900
Len g th o f # 6 Bars 200 200 200 200
To tal Cu b ic Yd . Co n crete 13 13 15 15