砼和砂浆配合比参数汇总.xls

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1、表7-7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)预 算 量水泥 (kg)粗 砂(Kg)1C1032.500.7512023787724020881938017265341501525552C1532.500.65120270853240242777380201623415017905273C2032.500.551203210798240289073338023805944150208049842.500.60120294082724026107573802180618415019105224C2532.5

2、00.501203530744240310069938026005654150230047142.500.55120321079824028907333802380594415020804985C3032.500.451203890723240343067838028805424150253044842.500.50120353074424031006993802600565415023004716C3532.500.401204360689240384068538032104934150282042242.500.451203890723240343067838028805424150253

3、04487C4042.500.40120436068924038406853803210493415028204228C4542.500.3441504560520表7-8掺掺外外加加剂剂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)预 算 量水泥 (kg)粗 砂(Kg)1C1032.500.7512021388724018882638015765841501395602C1532.500.6512025086524022079038018163041501605303C2032.500.55120290810240

4、254743380212596415018850342.500.6012026483924023476738019562441501715274C2532.500.50120320757240282709380234572415020747942.500.5512029081024025474338021259641501885035C3032.500.45120348736240307689380257549415022545342.500.5012032075724028270938023457241502074796C3532.500.40120392705240346698380289

5、500415025442742.500.4512034873624030768938025754941502254537C4042.500.4012039270524034669838028950041502544278C4542.500.34440410532表7-9掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (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 比级配最大粒径(mm)预 算 量水泥 (kg)粉煤灰 (Kg)粗 砂(Kg)1C1032.500.75380139456504150122405512C1532.500.65380160536

6、204150140475233C2032.500.553801906358941501685649542.500.6038017358616415015251519表7-10掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (掺粉煤灰量25%, 取代系数1.3)序号混凝土 强 度 等 级水泥 强度 等级水 灰 比级配最大粒径(mm)预 算 量水泥 (kg)粉煤灰 (Kg)粗 砂(Kg)1C1032.500.75380131576504150115505512C1532.500.65380150666204150132585253C2032.500.55380178795904150156694

7、9542.500.603801631615415014363517表7-11掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (掺粉煤灰量30%, 取代系数1.3)序号混凝土 强 度 等 级水泥 强度 等级水 灰 比级配最大粒径(mm)预 算 量水泥 (kg)粉煤灰 (Kg)粗 砂(Kg)1C1032.500.75380122696494150108615512C1532.500.65380140806194150124705223C2032.500.553801669559041501488349542.500.6038015486613415013476518表7-12碾碾压压混混凝凝土土

8、材材料料配配合合参参考考表表7C4042.500.40序号混凝土 强度等级水泥 强度等级水胶比砂率 (%)龄期 (d)水泥粉煤灰砂1C1042.50.613490461077612C1542.50.58339064967383C2042.50.533690871077834C1032.50.60359063877655C2032.50.55369083848016C2032.50.503690132567777C1032.50.563390601017268C2032.50.503690104867699C2032.50.4535901278474310C1542.50.55309072586

9、4911C1542.50.5829909139652序号混凝土 强度等级水泥 强度 等级水胶比砂率 (%)龄期 (d)水泥磷矿渣及凝 灰岩砂1C1542.50.50359067101798.002C2042.50.5038909494850.00注：碾压混凝土材料配合参考表中材料用量不包括场内运输及拌制损耗在内，实际运用过程中损耗率可采用：水泥2.5%、砂3%、石子4%。表7-13泵泵用用纯纯混混凝凝土土材材料料配配合合表表序号混凝土 强 度 等 级水泥 强度 等级水 灰 比级配最大粒径(mm)预 算 量水泥 (kg)粗 砂(Kg)1C1532.500.63120320951240280858

10、2C2032.500.511203949102403478203C2532.500.44120461872240408800表7-14泵泵用用掺掺外外加加剂剂混混凝凝土土材材料料配配合合表表序号混凝土 强 度 等 级水泥 强度 等级水 灰 比级配最大粒径(mm)预 算 量水泥 (kg)粗 砂(Kg)1C1532.500.631202909572402538602C2032.500.511203559302403178313C2532.500.44120415895240366816表7-15水水泥泥砂砂浆浆材材料料配配合合表表 （1）砌筑砂浆砂浆类别砂浆 强度等级水泥 强度等级水泥 (Kg)粗

11、 砂(Kg)水泥砂浆M532.5211M7.532.5261M1032.5305M12.532.5352M1532.5405M2032.5457M2532.5522M3032.5606M4032.5740（2）接缝砂浆序号砂浆 强度等级水泥 强度等级体积配合比数量 (Kg)粗 砂水泥砂(Kg)矿渣大坝水泥1M1032.513.14062M1532.512.64693M2032.512.15544M2532.511.9633纯大坝水泥5M3042.511.86256M3542.511.57307M4042.511.3789单位：m3卵 石水 (m3)(m3)(Kg)(m3)0.5812180.7

12、20.1700.5513600.790.1500.4416300.950.1250.3717921.050.1100.5712060.700.1700.5213670.810.1500.4216350.960.1250.3617991.060.1100.5412270.720.1700.4913820.810.1500.4016370.960.1250.3418031.060.1100.5612180.710.1700.5113760.810.1500.4216270.950.1250.3517911.050.1100.5012500.730.1700.4713890.810.1500.381

13、6440.960.1250.3218121.060.1100.5412270.720.1700.4913820.810.1500.4016370.960.1250.3418031.060.1100.4812420.730.1700.4513870.810.1500.3616450.960.1250.3018171.060.1100.5012500.730.1700.4713890.810.1500.3816440.960.1250.3218121.060.1100.4612370.720.1700.4613430.790.1500.3316660.970.1250.2818161.060.11

14、00.4812420.730.1700.4513870.810.1500.3616450.960.1250.3018171.060.1100.461230.720.1700.4613430.790.1500.3316660.970.1250.2818161.060.110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预 算 量粗 砂0.3515180.890.125单位：m3卵 石外加剂 (Kg)水 (m3)(m3)(Kg)(m3)0.5912300.720.430.1700.5513720.800.380.1500.4416420.960.320.1250.3818031.050.

15、280.1100.5812210.710.500.1700.5313820.810.450.1500.4216490.960.370.1250.3618111.060.320.1100.5112450.730.580.1700.5014000.820.520.1500.4016540.970.430.1250.3418171.060.380.1100.5612350.720.530.1700.5213920.810.470.1500.4216410.960.390.1250.3618061.050.350.1100.5112700.740.640.1700.4814100.820.560.15

16、00.3816640.970.470.1250.3218311.070.420.1100.5412450.730.580.1700.5014000.820.520.1500.4016540.970.430.1250.3418171.060.380.1100.4912690.740.710.1700.4614110.830.620.1500.3716670.970.520.1250.3018371.070.460.1100.5112700.740.640.1700.4814100.820.560.1500.3816640.970.470.1250.3218311.070.420.1100.471

17、2650.740.780.1700.4713680.800.690.1500.3316910.990.580.1250.2818391.080.510.1100.4912690.740.710.1700.4614110.830.620.1500.3716670.970.520.1250.3018371.070.460.1100.4712650.740.780.1700.4713680.800.690.150掺掺外外加加剂剂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预 算 量0.3316910.990.580.1250.2818391.080.510.1100.3515520.910.

18、820.125单位：m3卵 石外加剂 (Kg)水 (m3)(m3)(Kg)(m3)0.4416210.950.280.1250.3717841.050.250.1100.4216270.960.330.1250.3517911.050.290.1100.4016230.960.380.1250.3317911.050.340.1100.4216180.950.350.1250.3517811.050.310.110单位：m3卵 石外加剂 (Kg)水 (m3)(m3)(Kg)(m3)0.4416210.950.270.1250.3617841.040.240.1100.4216240.960.3

19、10.1250.3417881.050.270.1100.4016220.950.360.1250.3217871.050.320.1100.4216170.950.330.1250.3517801.050.290.110单位：m3卵 石外加剂 (Kg)水 (m3)(m3)(Kg)(m3)0.4416190.950.250.1250.3717811.050.220.1100.4216220.950.280.1250.3517861.050.250.1100.4016180.950.340.1250.3317861.050.300.1100.4216120.950.310.1250.351778

20、1.040.270.110单位：Kg/m3掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (掺粉煤灰量20%, 取代系数1.3)预 算 量粗 砂掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (掺粉煤灰量25%, 取代系数1.3)预 算 量粗 砂掺掺粉粉煤煤灰灰混混凝凝土土材材料料配配合合表表 (掺粉煤灰量30%, 取代系数1.3)预 算 量粗 砂碾碾压压混混凝凝土土材材料料配配合合参参考考表表石子外加剂水备注15000.38093江垭资料,人工砂石料15200.40093江垭资料,人工砂石料14130.490103江垭资料,人工砂石料14530.38790汾河二库资料,人工砂石料1423

21、0.51192汾河二库资料,人工砂石料13830.81294汾河二库资料,人工砂石料14730.36990汾河二库资料,天然砂,人工骨料13960.63695汾河二库资料,天然砂,人工骨料13810.77995汾河二库资料,天然砂,人工骨料15540.87171白石水库资料,天然细骨料,人工粗骨 料, 砂用量含石粉16090.32575观音阁资料,天然砂石料单位：Kg/m3石子外加剂水备注15211.34484大朝山资料,人工砂石料14231.50491大朝山资料,人工砂石料单位：m3卵 石水 (m3)(m3)(Kg)(m3)0.649700.660.1920.5811710.780.1660

22、.619790.670.1930.5511940.800.1610.589550.660.1950.5311690.790.173单位：m3卵 石外加剂 (Kg)水 (m3)(m3)(Kg)(m3)0.659870.670.580.1920.5911880.790.500.1660.629990.680.710.1930.5612140.810.620.1610.609800.680.830.1950.5411910.810.730.173单位:m3水 (m3)(m3)注：碾压混凝土材料配合参考表中材料用量不包括场内运输及拌制损耗在内，实际运用过程中损耗率可采用：水泥2.5%、砂3%、石子4%。泵泵用用纯纯混混凝凝土土材材料料配配合合表表预 算 量粗 砂泵泵用用掺掺外外加加剂剂混混凝凝土土材材料料配配合合表表预 算 量粗 砂水水泥泥砂砂浆浆材材料料配配合合表表 （1）砌筑砂浆粗 砂1.130.1271.110.1571.100.1831.080.2111.070.2431.060.2741.050.3130.990.3640.970.444单位:m3水 (m3)(m3)1.080.2701.050.2701.000.2700.940.2700.980.2660.930.2660.900.266（2）接缝砂浆粗 砂