砼和砂浆配合比参数

表7-7(Kg)1202378772402088193801726534150152555120270853240242777380201623415017905271203210798240289073338023805944150208049812029408272402610757380218061841501910522120353074424031006993802600565415023004711203210798240289073338023805944150208049812038907232403430678380288054241502530448120353074424031006993802600565415023004711204360689240384068538032104934150282042212038907232403430678380288054241502530448120436068924038406853803210493纯混凝土材料配合比及材料用量序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(m m ) 算水泥(kg)粗 砂2C1532.50 0.651C1032.50 0.753C2032.50 0.5542.50 0.604C2532.50 0.5042.50 0.555C3032.50 0.4542.50 0.507C4042.50 0.406C3532.50 0.4042.50 0.45415028204228C4542.50 0.3441504560520表7-8粗 砂(Kg)1202138872401888263801576584150139560120250865240220790380181630415016053012029081024025474338021259641501885031202648392402347673801956244150171527120320757240282709380234572415020747912029081024025474338021259641501885031203487362403076893802575494150225453120320757240282709380234572415020747912039270524034669838028950041502544271203487362403076893802575494150225453掺外加剂混凝土材料配合比及材料用量序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(m m ) 算水泥(kg)2C1532.50 0.651C1032.50 0.753C2032.50 0.5542.50 0.604C2532.50 0.5042.50 0.555C3032.50 0.4542.50 0.506C3532.50 0.4042.50 0.4512039270524034669838028950041502544278C4542.500.34440410532表7-9(Kg)38013945650415012240551380160536204150140475233801906358941501685649538017358616415015251519表7-10(Kg)3801315765041501155055138015066620415013258525380178795904150156694953801631615415014363517表7-11(Kg)38012269649415010861551380140806194150124705223801669559041501488349538015486613最大粒径(m m )预 算水泥(kg)粉煤灰(Kg)7C4042.500.40粗 砂掺粉煤灰混凝土材料配合表(掺粉煤灰量20%, 取代系数1.3)序号混凝土强 度等 级水泥强度等级水灰比级配2C1532.500.651C1032.500.75最大粒径(m m )预 算水泥(kg)粉煤灰(Kg)3C2032.500.5542.500.60粗 砂掺粉煤灰混凝土材料配合表(掺粉煤灰量25...