《钢桁架吊装施工设计方案》由会员分享，可在线阅读，更多相关《钢桁架吊装施工设计方案（20页珍藏版）》请在金锄头文库上搜索。
1、华能瑞金电厂#1、2机组供热改造及工业供汽管网一期工程厂外管网施工二标段土建及安装施工工程钢桁架吊装施工方案编 制：审核：批 准：江苏天目建设集团有限公司编制日期：2017年 月 日目 录第一章 编制依据1第二章 工程概况5第三章 吊车计算选用6第四章 吊装工艺流程6第五章 吊装施工技术措施7第六章 施工组织措施10第七章 施工质量保证措施11第八章 安全、文明保证措施12 专业资料第一章 编制依据1、钢结构工程施工质量验收规范（GB50205-2001）；2、建筑钢结构焊接技术规程（JGJ81-2002）；3、工程建设安装工程起重机施工规范（HG20201-2000）；4、起重机械安全规程（
2、GB6067-85）；5、汽车吊性能表；6、华能瑞金电厂外网钢桁架施工图纸：130吨汽车吊图片：130吨汽车吊性能表：表1 主臂起重性能表（kg, m）38吨配重、全伸支腿性能表1317.1421.2825.4229.5633.737.8441.9846.1250.2654.4583130.0108.033.5125.0102.03.54115.098.090.075.044.5105.091.085.072.060.04.5598.085.076.568.555.050.05685.078.069.262.053.645.038.06770.070.062.856.550.543.036.5
3、28.57860.060.057.051.246.540.535.028.025.08952.052.050.047.043.637.532.527.524.020.091045.045.545.343.039.235.830.026.522.018.016.513.5101239.038.537.534.331.527.023.720.616.515.512.5121429.629.330.130.227.024.820.818.815.313.512.0141623.123.924.024.022.018.617.114.013.011.5161818.519.419.619.919.61
4、7.215.513.212.010.5182016.016.216.517.316.313.912.511.510.0202213.313.513.914.614.612.111.511.09.3222411.411.712.512.511.210.810.58.624269.610.010.810.710.510.010.08.026288.59.39.39.59.59.57.528307.28.08.08.28.68.87.130327.07.07.27.57.96.632346.06.06.26.67.06.234365.25.45.86.25.636384.75.05.45.33840
5、4.04.44.84.940423.84.24.342443.33.73.844463.23.346482.82.948502.550522.15254545656倍率12108765433222表2 主臂起重性能表（kg, m）0吨配重 全伸支腿性能表1317.1421.2825.4229.5633.737.8441.9846.1250.2654.4583120.0 105.0 3.5110.0 100.0 495.0 95.0 88.0 70.0 4.588.0 87.0 75.0 65.0 60.0 581.0 78.0 62.0 56.0 55.0 48.0 660.0 58.8 47
6、.5 48.5 47.5 46.0 38.0 745.3 40.5 38.3 41.5 40.5 42.5 36.5 28.0 835.1 31.5 35.2 36.3 35.9 37.6 35.0 28.0 25.0 927.8 25.2 28.9 29.9 30.0 30.4 32.0 27.5 24.0 20.0 1020.8 19.6 22.9 23.8 23.9 24.3 25.4 25.3 22.0 18.0 16.5 13.5 1213.8 15.3 16.1 16.2 16.6 17.6 17.5 17.7 16.5 15.5 12.5 149.5 10.6 11.4 11.6
7、 11.9 12.8 12.7 12.9 13.3 13.0 12.0 167.4 8.3 8.4 8.7 9.6 9.5 9.7 10.1 10.6 10.6 185.1 6.0 6.1 6.4 7.3 7.2 7.4 7.8 8.3 8.3 204.2 4.4 4.7 5.5 5.5 5.7 6.0 6.5 6.5 222.8 3.0 3.4 4.2 4.1 4.3 4.7 5.1 5.2 242.3 3.1 3.0 3.2 3.6 4.0 4.0 262.3 2.7 3.1 3.1 281.9 2.3 2.4 301.7 1.7 32343638404244464850525456倍率1
8、2108765443222表3 副臂起重性能表（kg, m）CODE040 QY130K 0012 28m副臂 0度角 38t配重臂长(m)幅度(m)41.9841.9846.1246.1250.2650.2654.458臂长(m) 幅度(m)123.83.512143.73.53.63.63.53.514163.53.53.53.53.43.43.32.916183.43.43.23.23.13.13.12.918203.33.33.13.13.03.03.02.920223.13.12.92.92.92.92.82.822242.92.92.72.72.72.72.72.724262.72.72.62.62.62.62.62.626282.62.62.42.42.42.42.42.428302.42.42.32.32.32.32.3
