目 录一、工程概述................................................................2二、编制依据................................................................0三、合用范围................................................................1四、人员设备投入及工程进度计划..............................................1㈠、施工组织机构.........................................................1㈡、进场设备表...........................................................2㈢、施工进度计划.........................................................2五、施工方案................................................................3㈠、地基解决.............................................................3㈡、支架搭设.............................................................3㈢、纵横梁安装...........................................................5㈣、支架预压.............................................................5㈤、模板安装.............................................................5㈥、钢筋加工安装.........................................................6㈦、混凝土浇筑...........................................................7㈧、预应力工程...........................................................8㈨、卸架................................................................10七、进度保证措施...........................................................10㈠、工期保证体系........................................................10㈡、施工进度控制措施....................................................11八、安全、文明施工保证措施.................................................13㈠、安全目的............................................................13㈡、安全管理目的及管理机构..............................................13㈢、安全保证措施........................................................14方家墩特大桥 14-16#门式墩盖梁施工方案一、工程概述方家墩特大桥（中心里程 DK361+415.14）位于上饶县枫岭头镇，起止里程为DK360+372.38～DK362+457.9，全桥长 2085.52m。全桥孔跨布置为 ：3-32m+3-24m+6...
