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1、目 录1、编制依据22、施工部署63、施工方法73.1准备工作83.2施工顺序94、质量要求105、 预拌混凝土进场质量管理116、注意事项121、编制依据（1）施工图纸（2）主要规范规程（3）工程概况主楼柱子64根（含AZ12根），截面最大口800800，最小口500500，分段高度最高为14.45m。5层以上分段高度9.9m。裙楼12根，截面尺寸口500500。（4）各部位混凝土具体情况楼层柱编号标高范围长度截面尺寸单位砼体积数量体积总计起点终点(m)bh（m3）1Z1-0.200 4.650 4.850 8008003.104 412.416 Z2-0.200 4.650 4.850 6
2、506502.049 4490.162 Z3-0.200 4.650 4.850 5505501.467 45.869 Z4-0.200 4.650 4.850 5005001.213 67.275 2Z14.650 9.450 4.800 7507502.700 410.800 Z24.650 9.450 4.800 6506502.028 4489.232 Z34.650 9.450 4.800 5505501.452 45.808 Z44.650 9.450 4.800 5005001.200 67.200 3Z19.450 14.250 4.800 7507502.700 410.80
3、0 Z29.450 14.250 4.800 6506502.028 4489.232 Z39.450 14.250 4.800 5505501.452 45.808 Z49.450 14.250 4.800 5005001.200 67.200 分段累计：341.801 4Z114.250 19.000 4.750 7507502.672 410.688 Z214.250 19.000 4.750 6506502.007 4488.303 Z314.250 19.000 4.750 5505501.437 45.748 Z414.250 19.000 4.750 5005001.188 67
4、.125 5Z119.000 22.380 3.380 7007001.656 46.625 Z219.000 22.380 3.380 6506501.428 2434.273 Z319.000 22.380 3.380 6006001.217 2024.336 Z419.000 22.380 3.380 5505501.022 44.090 6Z122.380 25.680 3.300 7007001.617 46.468 Z222.380 25.680 3.300 6506501.394 2433.462 Z322.380 25.680 3.300 6006001.188 2023.76
5、0 Z422.380 25.680 3.300 5505500.998 43.993 分段累计：248.869 7Z125.680 28.980 3.300 7007001.617 46.468 Z225.680 28.980 3.300 6506501.394 2433.462 Z325.680 28.980 3.300 6006001.188 2023.760 Z425.680 28.980 3.300 5505500.998 43.993 8Z128.980 32.280 3.300 7007001.617 46.468 Z228.980 32.280 3.300 6506501.394
6、 2433.462 Z328.980 32.280 3.300 6006001.188 2023.760 Z428.980 32.280 3.300 5505500.998 43.993 9Z132.280 35.580 3.300 6506501.394 45.577 Z232.280 35.580 3.300 6006001.188 2428.512 Z332.280 35.580 3.300 5505500.998 2423.958 分段累计：193.413 10Z135.580 38.880 3.300 6506501.394 45.577 Z235.580 38.880 3.300
7、6006001.188 2428.512 Z335.580 38.880 3.300 5505500.998 2423.958 11Z138.880 42.180 3.300 6506501.394 45.577 Z238.880 42.180 3.300 6006001.188 2428.512 Z338.880 42.180 3.300 5505500.998 2423.958 12Z142.180 45.480 3.300 6506501.394 45.577 Z242.180 45.480 3.300 6006001.188 2428.512 Z342.180 45.480 3.300
8、 5505500.998 2423.958 分段累计：174.141 13Z145.480 48.780 3.300 6506501.394 45.577 Z245.480 48.780 3.300 6006001.188 2428.512 Z345.480 48.780 3.300 5505500.998 2423.958 14Z148.780 52.080 3.300 6506501.394 45.577 Z248.780 52.080 3.300 6006001.188 2428.512 Z348.780 52.080 3.300 5505500.998 2423.958 15Z152.
9、080 55.980 3.900 6506501.648 46.591 Z252.080 55.980 3.900 6006001.404 2433.696 Z352.080 55.980 3.900 5505501.180 2428.314 分段累计：184.695 16Z155.980 59.280 3.300 6506501.394 45.577 Z255.980 59.280 3.300 6006001.188 2428.512 Z355.980 59.280 3.300 5505500.998 2423.958 17Z159.280 62.580 3.300 6006001.188
10、2833.264 Z359.280 62.580 3.300 5505000.907 2421.780 18Z162.580 65.880 3.300 6006001.188 2833.264 Z362.580 65.880 3.300 5505000.907 2421.780 分段累计：168.135 19Z165.880 69.180 3.300 6006001.188 2833.264 Z365.880 69.180 3.300 5505000.908 2421.780 20Z169.180 72.480 3.300 6006001.188 2833.264 Z369.180 72.48
11、0 3.300 5505000.907 2421.780 21Z172.480 75.780 3.300 5505500.998 2827.951 Z272.480 75.780 3.300 5505000.907 21.815 Z372.480 75.780 3.300 5005000.825 2218.150 分段累计：158.004 22Z175.780 79.080 3.300 5505500.998 2827.951 Z275.780 79.080 3.300 5505000.907 21.815 Z375.780 79.080 3.300 5005000.825 2218.150 23Z179.080 82.380 3.300 5505500.998 2827.951 Z279.080 82.380 3.300 5505000.907 21.815 Z379.080 82.380 3.300 5005000.825 2218.150 24Z182.380 85.680 3.300
