Points to remember for civil site engineers
- Main bars in the slabs shall not be less than 8 mm (HYSD) or 10 mm (Plain bars) and the distributors not less than 8 mm and not more than 1/8 of slab thickness.
- Minimum thickness of slab is 125 mm.
- Dimension tolerance for cubes + 2 mm.
- Free fall of concrete is allowed maximum to 1.50m.
- Lap slices not be used for bar larger than 36 mm.
- Water absorption of bricks should not be more than 15 %.
- PH value of the water should not be less than 6.
- Compressive strength of Bricks is 3.5 N / mm2.
- In steel reinforcement binding wire required is 8 kg per MT.
- In soil filling as per IS code, 3 samples should be taken for core cutting test for every 100m2.
- Chairs minimum of 12 mm diameter bars to be used.
- Longitudinal reinforcement not less than 0.8% and more than 6% of gross C/S.
- Minimum bars for square column is 4 No’s and 6 No’s for circular column.
- Lapping is not allowed for the bars having diameters more than 36 mm.
- Chair spacing maximum spacing is 1.00 m (or) 1 No per 1m2.
- For dowels rod minimum of 12 mm diameter should be used.
Density of Materials
Material Density Bricks 1600 – 1920 kg/m3 Concrete block 1920 kg/ m3 Reinforced concrete 2310 – 2700 kg/ m3 De-Shuttering time of different RCC Members
<tr”>Arches spanning over 6m21 daysRCC Member De-shuttering time For columns, walls, vertical form works 16-24 hrs. Soffit formwork to slabs 3 days (props to be refixed after removal) Soffit to beams props 7 days (props to refixed after removal) Beams spanning upto 4.5m 7 days Beams spanning over 4.5m 14 days< Arches spanning up to 6m 14 days Cube samples required for different quantity of concrete
Quantity of Concrete No. of cubes required 1 – 5 m3 1 No’s 6 0 15 m3 2 No’s 16 – 30 m3 3 No’s 31 – 50 m3 4 No’s Above 50 m3 4 + 1 No’s of addition of each 50 m3 Curing time of RCC Members for different types of cement
Super Sulphate cement: 7 daysOrdinary Portland cement OPC: 10 daysMinerals & Admixture added cement: 14 days
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