TableofContentsTOC\o"1-1"\h\z\uHYPERLINK\l"_Toc173410648"1.工程概况PAGEREF_Toc173410648\h2HYPERLINK\l"_Toc173410649"WorkOverviewPAGEREF_Toc173410649\h2HYPERLINK\l"_Toc173410650"2.吊装要求PAGEREF_Toc173410650\h4HYPERLINK\l"_Toc173410651"LiftingRequirementsPAGEREF_Toc173410651\h4HYPERLINK\l"_Toc173410652"3.施工程序PAGEREF_Toc173410652\h5HYPERLINK\l"_Toc173410653"ConstructionProcedurePAGEREF_Toc173410653\h5HYPERLINK\l"_Toc173410654"4.吊装方法PAGEREF_Toc173410654\h6HYPERLINK\l"_Toc173410655"BriefDescriptionofLiftingMethodPAGEREF_Toc173410655\h6HYPERLINK\l"_Toc173410656"5.层吊梁焊接PAGEREF_Toc173410656\h6HYPERLINK\l"_Toc173410657"6.挂设吊装用倒链PAGEREF_Toc173410657\h7HYPERLINK\l"_Toc173410658"7.PM21-FB002的二次吊装PAGEREF_Toc173410658\h7HYPERLINK\l"_Toc173410659"The2ndLiftingPM21-FB002PAGEREF_Toc173410659\h7HYPERLINK\l"_Toc173410660"8.PM21-FB001的二次吊装PAGEREF_Toc173410660\h10HYPERLINK\l"_Toc173410661"The2ndLiftingPM21-FB001PAGEREF_Toc173410661\h10HYPERLINK\l"_Toc173410662"9.PM21-FB003的二次吊装PAGEREF_Toc173410662\h11HYPERLINK\l"_Toc173410663"The2ndLiftingPM21-FB003PAGEREF_Toc173410663\h11HYPERLINK\l"_Toc173410664"10.现场清理PAGEREF_Toc173410664\h16HYPERLINK\l"_Toc173410665"ClearsitePAGEREF_Toc173410665\h16HYPERLINK\l"_Toc173410666"11.技术安全要求PAGEREF_Toc173410666\h16HYPERLINK\l"_Toc173410667"Technical&SafetyRequirementsPAGEREF_Toc173410667\h16HYPERLINK\l"_Toc173410668"12.工机具及材料计划PAGEREF_Toc173410668\h18HYPERLINK\l"_Toc173410669"Tools&Equipment,MaterialsPlanPAGEREF_Toc173410669\h18HYPERLINK\l"_Toc173410670"13.吊装施工人力资源计划PAGEREF_Toc173410670\h19HYPERLINK\l"_Toc173410671"LiftingConstructionManpowerPlanPAGEREF_Toc173410671\h19HYPERLINK\l"_Toc173410672"14.吊架型钢受力分析PAGEREF_Toc173410672\h19工程概况WorkOverview编制说明NotesforPreparation概述General为了使PM21-FB001/FB002/FB003三台设备的二次吊装就位正常有序地进行,保证起重工作的安全，根据力求施工成本最低、施工周期最短、确保技术可靠的方案编制原则，根据国家、业主的规范要求，特编制此吊装方案