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1、纯纯混混凝凝土土材材料料配配合合比比及及材材料料用用量量(粗粗砂砂、卵卵石石)序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(mm)配 合 比预 算 量水泥砂石子水泥(Kg)粗 砂卵石水(m3)(Kg)(m3)(Kg)(m3)1C1032.500.7512013.695.052378770.5812180.720.17024013.926.452088190.5513600.790.15038013.789.331726530.4416300.950.125415013.6411.651525550.3717921.050.1102C1532.500.6512013.154.412708

2、530.5712060.700.17024013.25.572427770.5213670.810.15038013.098.032016230.4216350.960.125415012.929.891795270.3617991.060.1103C2032.500.5512012.483.783217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802385940.4016370.960.125415012.388.552084980.3418031.060.11042.500.6012012.84.0829

3、48270.5612180.710.17024012.895.202617570.5113760.810.15038012.827.372186180.4216270.950.125415012.739.291915220.3517911.050.1104C2532.500.5012012.13.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.11042.500.5512012.483.7

4、83217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802385940.4016370.960.125415012.388.552084980.3418031.060.1105C3032.500.4512011.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.11042.500.5012012.1

5、3.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.1106C3532.500.4012011.572.804366890.4612370.720.17024011.773.443846850.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.11042.500.451201

6、1.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.1107C4042.500.4012011.572.804366890.461230.720.17024011.773.443846850.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.1108C4542.500

7、.34415011.133.284565200.3515180.890.125注:水泥按重量计,砂、石子按体积计。单位:m3纯纯混混凝凝土土材材料料配配合合比比及及材材料料用用量量(中中砂砂、碎碎石石)序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(mm)配 合 比预 算 量水泥砂石子水泥(Kg)中 砂碎石水(m3)(Kg)(m3)(Kg)(m3)1C1032.500.75120278.90.630.750.200240244.80.590.820.177380202.40.470.990.1474150178.90.401.090.1292C1532.500.65120317.80.6

8、10.730.200240284.80.560.840.177380236.60.451.000.1474150210.70.391.100.1293C2032.500.55120377.80.580.750.200240340.20.530.840.177380280.10.431.000.1474150244.80.371.100.12942.500.601203460.600.740.200240307.20.550.840.177380256.60.450.990.1474150224.80.381.090.1294C2532.500.50120415.50.540.760.20024

9、0364.90.510.840.1773803060.411.000.1474150270.70.341.100.12942.500.55120377.80.580.750.200240340.20.530.840.177380280.10.431.000.1474150244.80.371.100.1295C3032.500.45120457.90.520.760.200240403.70.490.840.1773803390.391.000.1474150297.80.321.100.12942.500.50120415.50.540.760.200240364.90.510.840.17

10、73803060.411.000.1474150270.70.341.100.1296C3532.500.40120513.20.500.750.2002404520.500.820.177380377.80.361.010.1474150331.90.301.100.12942.500.45120457.90.520.760.200240403.70.490.840.1773803390.391.000.1474150297.80.321.100.1297C4042.500.40120513.20.500.750.2002404520.500.820.177380377.80.361.010

11、.1474150331.90.301.100.1298C4542.500.344150536.70.380.920.147注:水泥按重量计,砂、石子按体积计。单位:m3纯纯混混凝凝土土材材料料配配合合比比及及材材料料用用量量(粗粗砂砂、碎碎石石)序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(mm)配 合 比预 算 量水泥砂石子水泥(Kg)粗 砂碎石水(m3)(Kg)(m3)(Kg)(m3)1C1032.500.75120260.70.640.760.187240228.80.610.840.165380189.20.481.010.1384150167.20.411.110.1212C

12、1532.500.651202970.630.740.187240266.20.570.860.165380221.10.461.020.1384150196.90.401.120.1213C2032.500.55120353.10.590.760.187240317.90.540.860.165380261.80.441.020.1384150228.80.371.120.12142.500.60120323.40.620.750.187240287.10.560.860.165380239.80.461.010.1384150210.10.391.110.1214C2532.500.501

13、20388.30.550.770.1872403410.520.860.1653802860.421.020351.120.12142.500.55120353.10.590.760.187240317.90.540.860.165380261.80.441.020.1384150228.80.371.120.1215C3032.500.45120427.90.530.770.187240377.30.500.860.165380316.80.401.020.1384150278.30.331.120.12142.500.50120388.30.550.770.187

14、2403410.520.860.1653802860.421.020351.120.1216C3532.500.40120479.60.510.760.187240422.40.510.840.165380353.10.361.030.1384150310.20.311.120.12142.500.45120427.90.530.770.187240377.30.500.860.165380316.80.401.020.1384150278.30.331.120.1217C4042.500.40120479.60.510.760.187240422.40.510.84

15、0.165380353.10.361.030.1384150310.20.311.120.1218C4542.500.344150501.60.390.940.138注:水泥按重量计,砂、石子按体积计。单位:m3纯纯混混凝凝土土材材料料配配合合比比及及材材料料用用量量(细细砂砂、碎碎石石)序号混凝土强 度等 级水泥强度等级水灰比级配最大粒径(mm)配 合 比预 算 量水泥砂石子水泥(Kg)细 砂碎石水(m3)(Kg)(m3)(Kg)(m3)1C1032.500.75120286.80.610.740.206240251.70.580.810.182380208.10.460.980.15141

16、50183.90.391.080.1332C1532.500.65120326.70.600.720.206240292.80.550.830.182380243.20.440.990.1514150216.60.381.090.1333C2032.500.55120388.40.570.740.206240349.70.520.830.1823802880.420.990.1514150251.70.361.090.13342.500.60120355.70.590.730.206240315.80.540.830.182380263.80.440.980.1514150231.10.371

17、.080.1334C2532.500.50120427.10.530.750.206240375.10.500.830.182380314.60.400.990.1514150278.30.341.090.13342.500.55120388.40.570.740.206240349.70.520.830.1823802880.420.990.1514150251.70.361.090.1335C3032.500.45120470.70.510.750.2062404150.480.830.182380348.50.380.990.1514150306.10.321.090.13342.500

18、.50120427.10.530.750.206240375.10.500.830.182380314.60.400.990.1514150278.30.341.090.1336C3532.500.40120527.60.490.740.206240464.60.490.810.182380388.40.351.000.1514150341.20.301.090.13342.500.45120470.70.510.750.2062404150.480.830.182380348.50.380.990.1514150306.10.321.090.1337C4042.500.40120527.60.490.740.206240464.60.490.810.182380388.40.351.000

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