水泥砂浆强度等级与水泥砂浆标号对照表

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1、1、水泥强度等级与水泥标号对照表水泥标号水泥强度等级GB175-1992GB1344-1992GB12958-1991GB175-1999GB1344-1999GB12958-1999325#---425#32.5Mpa525#42.5Mpa625#52.5mpa725#62.5mpa2、砌筑砂浆配合比表　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　单位：立方米定额编号12345项目混合砂浆M1.0M2.5M5.0M7.5M10材料单位数量数量数量数量数量32.5Mpa水泥吨0

2、.1580.1760.2040.2320.261石灰吨0.0750.0670.0550.0420.030中砂立方米1.0151.0151.0151.0151.015水立方米0.4000.4000.4000.4000.400定额编号67891011项目混合砂浆M15水泥砂浆M5.0M7.5M10M15M20材料单位数量数量数量数量数量数量32.5Mpa水泥吨0.3170.2160.2460.2710.3300.390石灰吨0.005----------中砂立方米1.0151.0151.0151.0151.0

3、151.015水立方米0.4000.2900.2900.2900.2900.2903、混凝土配合比表（1）现浇碎石混凝土配合比（单位：立方米）定额编号12345项目C15C20C25C30C35碎石粒径<16mm材料单位数量数量数量数量数量32.5Mpa水泥吨0.3070.4000.4600.530--42.5Mpa水泥吨--------0.460中砂立方米0.5110.4110.3620.3480.362<16mm石子立方米0.8300.8700.8790.8450.879水立方米0.2200.2200

4、.2200.2200.220定额编号678910项目C40C45C15C20C25碎石粒径<16mm碎石粒径<20mm材料单位数量数量数量数量数量32.5Mpa水泥吨----0.2860.3720.42842.5Mpa水泥吨0.530--------52.5Mpa水泥吨--0.472------中砂立方米0.3480.3600.5070.4090.359<16mm石子立方米0.8450.873------<20mm石子立方米----0.8600.9030.914水立方米0.2200.2200.2000.2

5、000.200定额编号11121314项目C30C35C40C45碎石粒径<20mm材料单位数量数量数量数量32.5Mpa水泥吨0.493------42.5Mpa水泥吨--0.4280.493--52.5Mpa水泥吨------0.437中砂立方米0.3460.3590.3460.370<20mm石子立方米0.8830.9140.8830.897水立方米0.2000.2000.2000.200 定额编号1516171819项目C15C20C25C30C35碎石粒径<31.5mm材料单位数量数量数量数量数

6、量32.5Mpa水泥吨0.2710.3520.4060.467--42.5Mpa水泥吨--------0.406中砂立方米0.4990.4020.3530.3420.353<31.5mm石子立方米0.8840.9300.9430.9130.943水立方米0.1900.1900.1900.1900.190定额编号2021222324项目C40C45C50C55C60碎石粒径<31.5mm材料单位数量数量数量数量数量42.5Mpa水泥吨0.467--------52.5Mpa水泥吨--0.4150.456--

7、--62.5Mpa水泥吨------0.4150.444中砂立方米0.3420.3510.3440.3510.346<31.5mm石子立方米0.9130.9390.9190.9390.924水立方米0.1900.1900.1900.1900.190定额编号2526272829项目C15C20C25C30C35碎石粒径<40mm材料单位数量数量数量数量数量32.5Mpa水泥吨0.2600.3330.3840.442--42.5Mpa水泥吨--------0.384中砂立方米0.4910.3940.3460.

8、3360.346<40mm石子立方米0.9090.9580.9730.9430.973水立方米0.1800.1800.1800.1800.180（2）预制碎石混凝土配合比（单位：立方米）定额编号12345项目C20C25C30C35C40碎石粒径<16mm材料单位数量数量数量数量数量32.5Mpa水泥吨0.3810.4390.505----42.5Mpa水泥吨------0.4390.505中砂立方米0.4180.3690.3