柱芯混凝土工程专项施工技术方案

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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12161、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800×800，最小口500×500，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500×500。（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）1Z1-0.2004.6504.8508008003.104412.416Z2-0.2004.6504

2、.8506506502.0494490.162Z3-0.2004.6504.8505505501.46745.869Z4-0.2004.6504.8505005001.21367.2752Z14.6509.4504.8007507502.700410.800Z24.6509.4504.8006506502.0284489.232Z34.6509.4504.8005505501.45245.80816Z44.6509.4504.8005005001.20067.2003Z19.45014.2504.8007507502.700410.800Z29.45014.2504.800

3、6506502.0284489.232Z39.45014.2504.8005505501.45245.808Z49.45014.2504.8005005001.20067.200　　　　　　　　分段累计：341.8014Z114.25019.0004.7507507502.672410.688Z214.25019.0004.7506506502.0074488.303Z314.25019.0004.7505505501.43745.748Z414.25019.0004.7505005001.18867.1255Z119.00022.3803.3807007001.65646

4、.625Z219.00022.3803.3806506501.4282434.273Z319.00022.3803.3806006001.2172024.33616Z419.00022.3803.3805505501.02244.0906Z122.38025.6803.3007007001.61746.468Z222.38025.6803.3006506501.3942433.462Z322.38025.6803.3006006001.1882023.760Z422.38025.6803.3005505500.99843.993　　　　　　　　分段累计：248.8697Z1

5、25.68028.9803.3007007001.61746.468Z225.68028.9803.3006506501.3942433.462Z325.68028.9803.3006006001.1882023.760Z425.68028.9803.3005505500.99843.9938Z128.98032.2803.3007007001.61746.468Z228.98032.2803.3006506501.3942433.462Z328.98032.2803.3006006001.1882023.76016Z428.98032.2803.3005505500.99

6、843.9939Z132.28035.5803.3006506501.39445.577Z232.28035.5803.3006006001.1882428.512Z332.28035.5803.3005505500.9982423.958分段累计：193.41310Z135.58038.8803.3006506501.39445.577Z235.58038.8803.3006006001.1882428.512Z335.58038.8803.3005505500.9982423.95811Z138.88042.1803.3006506501.39445.577Z238.8

7、8042.1803.3006006001.1882428.512Z338.88042.1803.3005505500.9982423.95812Z142.18045.4803.3006506501.39445.577Z242.18045.4803.3006006001.1882428.51216Z342.18045.4803.3005505500.9982423.958分段累计：174.14113Z145.48048.7803.3006506501.39445.577Z245.48048.7803.30060060