目录1编制依据..........................................................................................22．工程概况.......................................................................................23．施工部署.......................................................................................33.1组织管理.......................................................................................33.2施工平面布置...............................................................................33.3施工段划分...................................................................................33.4施工顺序.......................................................................................33.5劳动力计划...................................................................................43.6主要机械设备计划.......................................................................43.7主要部位配模计划.......................................................................43.8施工进度计划...............................................................................53.9材料要求.......................................................................................54．模板施工方法...............................................................................64.1底板、基础模板施工...................................................................64.2主要结构模板施工.......................................................................75．质量标准.....................................................................................195.1保证项目.....................................................................................195.2基本项目.....................................................................................195.3允许偏差项目.............................................................................205.4.构造措施.....................................................................................216．质量保证措施.............................................................................237．成品保护.....................................................................................248．安全保证措施.............................................................................259．文明施工措施.............................................................................2610．应急预案...................................................................................2711．模板计算...................................................................................3011.1（9m以下结构）模板计算书..................................................3111.2普通模板（9m以上结构）计算书.........................................531编制依据1.1施工合同文件；1.建筑和结构施工图纸；1.3图纸会审记录有关设计变更洽商记录；1.4《建筑施工手册》；1.5工程施工组织设计；1.6《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-2011；1.7《混凝土结构设计规范》GB50010-2002；2．工程概况有色铂金城33#楼建筑面积约14134.07㎡。地下建筑面积666㎡，地下为二层，负二层为消防水池及设备房和停车库，负一层为管沟层；地上33层，建筑面积13468.07㎡，其中裙房一层，高度9米，负二层层高为5.5米，负一层层高为1.8米，正负零以上层高为3米。建筑高度为99.35米。本工程结构类型为剪力墙结构，抗震烈度7度，建筑结构类别为一类，结构安全等级为二级，地基基础设计等级为甲级，结构抗震等级框架二级，剪力墙二级。本工程基础底板厚度为250mm、500mm；方柱尺寸为600*800mm...
