尾氣放空筒吊裝方案

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吊裝方案XX集團(tuán)有限公司

二。年月TOC\o"1-5"\h\z1、工程概況12、編制依據(jù)13、吊裝前的準(zhǔn)備工作14、吊裝方法25、受力分析26、吊裝技術(shù)參數(shù)及機(jī)索具選擇47、安全技術(shù)措施128、勞動(dòng)力安排149、主要機(jī)具計(jì)劃1410、臨時(shí)措施用料1411、吊裝工程危害辯識(shí)、評價(jià)控制措施1512、附表及附圖16#附表四6義37鋼絲繩的主要數(shù)據(jù)表14-38直徑鋼絲總斷面積參考鋼絲繩公稱抗拉強(qiáng)度(N/mmD鋼絲繩鋼絲14001550170018502000里里鋼絲破斷拉力總和(mm)(nmr)(kg/100m)(kN)不小于8.70.427.8826.2139.043.247.351.555.711.00.543.5740.9660.967.574.080.687.113.00.662.7458.9887.897.2106.5116.0125.015.00.785.3980.57119.5132.0145.0157.5170.517.50.8111.53104.8156.0172.5189.5206.0223.019.50.9141.16132.7197.5213.5239.5261.0282.021.51.0174.27163.3243.5270.0296.0322.0348.524.01.1210.87198.2295.0326.5358.0390.0421.526.01.2250.95235.9351.0388.5426.5464.0501.528.01.3294.52276.8412.0456.5500.5544.5589.030.01.4341.57321.1478.0529.0580.5631.5683.032.51.5392.11368.6548.5607.5666.5725.0784.034.51.6446.13419.4624.5691.5758.0825.0892.036.51.7503.64473.4705.0780.5856.0931.51005.039.01.8564.63530.8790.0875.0959.51040.01125.043.02.0697.086553975.51080.01185.01285.01390.047.52.2843.47792.91180.01305.01430.01560.052.02.41003.80943.61405.01555.01705.01855.056.02.61178.071107.41645.01825.02000.02175.060.52.81366.281234.31910.02115.02320.02525.065.03.01568.43