Wind Power (Step By Step Procedure):- A Case Study

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      WIND DATA (STEP BY STEP PROCEDURE):-


Image Source-Ritesh Raj


Stone Column

Image Source-Ritesh Raj


Plum Concrete (Where required)

PCC (M-15 Grade)

Bottom Flange Erection (With level as per drawing)

Reinforcement (12 mm to 32 mm as per drawing)

RCC (M-45 Grade and M-60 Grade)

In the M-60 Grade-GGBS also used (JSW Brand)

Image Source-Ritesh Raj


Used Curing Compound (Concure AB Clear)

Top Flange Erection

Bitumen Paint applied on all pedestal area

Backfilling with layer wise compaction

Grouting in top flange (With M-90 Grade BB-90, Brand-Fosroc)

Total Flange Nos.=02 

Total Bolts=80*2=160 Nos.

Image Source-Ritesh Raj

Used Admixture-

(1.) ACC HP 6517

(2.) ACC HVF 7905(Corrosion)

Image Source-Ritesh Raj


10 mm and 20 mm aggregate sources:- Anjar, Nakatrana

Water Source-Khavda

Sand Source-Mudhan, Kunariya, Ratariya

GSB Sourvce-Raytariya, Anjar

Required TDS of Water=Below 2000

Required PH of water=6.5 to 8.5


GGBS=Ground Granulated Blast Furnace Slag

IDT=Inverter Duty Transformer

PSS=Power System Stabilizer

CCR=Central Control Room

USS=Unitized Sub Station

IMIR-Incoming Material Inspection Report

HOTO-Hand Over Take Over

Total PCC Quantity=51.5 Cum (Which Plum Concrete it will extra quantity)


RCC-M-45 Grade-650 Cum

RCC-M-60 Grade-26 Cum

Grouting=4.164 Cum


1.DWC Pipe- - Inner Dia-50 mm, Length- 90 Mtr

2.Earthing Strip-(Size) -75 MM(W) *12 MM(T) *90 M (L)

3.Nito Bond- - Foscroc BB-92

4.Curing Compound - AB Clear



     Thanks for visiting this site.


Written By-
Ritessh Rajh

Email Id-rajritesh.motiharirr@gmail.com




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