Check list of Electrical Erection under FSP ADB Scheme. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
For erection work 1st we have to erect Poles which are 4 types i.e 8.5 meter 180kg PCC Pole,9 mtr 400kg PCC Pole,11 Mtr STP,13 Mtr STP. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Before erection we have to get knowledge about GTPS of above pole. 8.5 Mtr 180kg Pcc pole GTP
11 Meter STP
Bottom- 193.7x4.85 mm Middle- 165.1x4.5mm Top- 139.7x4.5mm |
3 |
Section Length |
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Bottom |
5.6 mtr |
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Middle |
2.7 mtr |
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Top |
2.7 mtr |
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4 |
Weight of the pole |
227 Kg |
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5 |
Base plate (MS Plate) |
300x300x6mm(Approx. weight 4.5Kg) |
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13 Meter STP |
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1 |
Lenghth |
13 Meter |
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Working load |
435 Kgf |
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2 |
Outside diameter and Thickness |
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Bottom |
219.1x5.9 mm |
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Middle |
193.7x4.85mm |
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Top |
165.1x4.5mm |
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3 |
Section Length |
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Bottom |
5.8 mtr |
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Middle |
3.6 mtr |
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Top |
3.6 mtr |
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4 |
Weight of the pole |
343 Kg |
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5 |
Base plate (MS Plate) |
350x350x8mm(Approx. weight 8Kg) |
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Let's know how to erect Above pcc
pole. |
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As per approved GA Drawing , following
procedure to erect poles. |
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1 |
8.5 Mtr 180 kg pcc pole pit size |
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Manual Pit size |
0.45x0.45x1.5 mtr |
0.303m3 |
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By hydra/Machine of 20inch
blade/fermers |
0.508 diax1.5mtr |
For
Volume-3.14x0.254x0.254x1.5-0.303m3 |
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By deduction pole size we have to
do concreting of volume 0.288 m3(1:2:4 mix ratio) |
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2 |
9 Mtr 400 kg pcc pole pit size |
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Manual Pit size |
0.45x0.45x1.5 mtr |
0.303m3 |
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By hydra/Machine of 20inch
blade/fermers |
0.508 diax1.5mtr |
Volume |
3.14x0.254x0.254x1.5mtr |
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By deduction pole size we have to
do concreting of volume(1:2:4 mix ratio) |
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3 |
11 Meter STP |
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Manual Pit size |
0.55x55x1.8mtr |
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By hydra/Machine of 22inch
blade/fermers |
0.55 diax1.8 mtr |
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Muffing |
300mm |
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By deduction pole size we have to
do concreting of volume 0.44 m3(1:2:4 mix ratio) |
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4 |
13 Meter STP |
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Manual Pit size |
0.62x0.62x2.165 |
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By hydra/Machine of 24inch
blade/fermers |
0.61x2.615mtr |
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Muffing |
300 mm |
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By deduction pole size we have to
do concreting of volume 0.64 m3(1:2:4 mix ratio) |
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5 |
Stay Grounting details |
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Stay distance from pole |
6150
Tan θ |
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(θ angle between
pole and stay wire vary from 30 degree to 45 degree) |
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Stay distance from pole |
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For θ=30degree,stay
distance from pole should be 3548.55 mm
θ=45degree,stay
distance pole should be 6150mm
Conclusion: I will update here regularly. Please keep visiting regular site I am sharing this knowledge for your ease of work.
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