五.1、某混凝土配合比:300:300×2.4:300×4.1:300×0.6=300:720:1230:180施工配合比:300:720(1+0.02):1230(1+0.01):180-720×0.02-1230×0.01=300:734:1242:153五.2、27-1.645×4=20.42Mpa20.42>20满足C20上页:fcu.0≥30+1.645×5=38.23Mpa水灰比:W/C=48×0.46/(38.23+48×0.46×0.07)=0.56