3.1R & D background Thebasisof(1)the originalplateindependentexpansionis not suitable formegawatt-classwind turbine; (2)Theoriginalsinglefanbasein the formdoes notfitin thechanginggeological conditions; (3)originalembedded inthefoundationofthetowerthere is a bighidden.
(B)advantages: Overcome thebasisofthebasic ringof thestrength, stiffness,mutation,andmay easily causebrittle fractureshortcomings Of the concretehas been in astate of compression, no cracking,improvestructural durability FoundationreinforcedwithAnchorinterspersedwith each other,improve the basicintegrity Ringthe basisofsingle-pieceweightcanbeassembledinsteadAnchor, single weightsignificantlyreduced,onlysmallercranefoundation constructionstagecansaveconstruction equipmentfees Supporting the construction ofmeasurescan be precisely adjustedlevelandverticalityoftheanchor boltassembly Directtensionmethodisappliedtotheanchor boltpre-tension,avoidAnchorpulling, twistingundercomplexstress statethebrittlebroken,improvethestrengthoftheanchor bolt,basicsecurityimproved Theconstruction is simple,oncepouring(theforeign technicalsecondarypouring)
3.5effective
(A)toconserve resourcesfor the country(160,000cubic metersofconcretein2010) (B)for the owner tosavecost(each1.5MWwind turbine foundationsavingsof15millionto 20million)
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