1、310 330配合比例17.25参考用水量水泥砂浆配合比 2 M 52106.9 3 M 7.52306.3 4 M 102755.27 5 M 153204.53 6 M 203604.03 7 60 80300 320 8330 配合比 9 10 11 12 13 50 70 14260 280 15 162705.37 17 18 19 30 50250 270 20 21 222605.58 23 24混合砂浆配合比灰膏150270 2909.671.331901607.630.842501005.80.42906050.21240 270210 240普通混凝土配合比 001 C 1
2、5抗渗等级:塌落度 /mm : 10 30 P.O 32.5中砂碎石 /mm : 16 31.5粉煤灰: 外加剂:碎石外加剂砂率7201235175-37 %2.774.750.67 002 160 180 JM -V182510903.243 %2.583.410.590.01 003 20 40715127517036 %2.754.900.65 - 004 C15 JM-V13158203.152.603.460.60 005 35 50125518036%2.654.65 006 55 70280690127035%2.464.540.68 007 5 1631071012101952.293.900.63 008 180 200 5 31.5805111042%2.523.470.61 009 5 40790113041%2.513.590.62 010 C 203553.552.233.070.54 01130568512652.254.150.57 0126751852.143.98 013335650125034 %1.943.730.58014