高大模板施工组织设计跃层

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1、-皖都徽韵办公楼工程高大模板工程施工方案安徽华力建设集团有限公司二○一四年七月十一日目录第一章.---编制依据及内容·························································3第一节编制依据···························································3第二节编制内容···························································3第二章工程概况····································

2、···························3第一节工程简介···························································3第二节设计概况···························································2第三章高大模板工程施工工艺、方法及技术措施···································4第一节高大模板设计及计算·················································4第二节施工部署·····

3、······················································4第三节材料要求及主要机具设备·············································4第四节高大作业条件························································5.---第五节高大模板施工························································5第六节高大模板工程质量标准·····························

4、···················6第七节高大模板工程成品保护················································8第四章高大模板工程设计计算····················································8第一节图纸结构设计及构造说明··············································8第二节高大模板工程的施工安排··············································9第三节计算截面的选择·············

5、·········································9第三节计算验算·····························································9第五章高大模板工程施工安全····················································32第一节操作安全····························································32第二节.---机械使用安全·································

6、·······················32第六章附录····································································33第一节高大底模板拆除的混凝土强度要求·······································33第二节高大模板工程质量程序控制·············································34第三节高大模板立杆点状示意图、结构连接示意图及梁板模板施工详图·············35第七章高大模板工程应急救援预案···········

7、······································36第一章编制依据及内容第一节编制依据1、《混凝土结构设计规范》（CB50010-2002）；2、《混凝土结构工程施工质量验收规范》（CB50204-2002）（2010版）；3、《高层建筑混凝土结构技术规程》（JGJ3-2002）；4、《混凝土结构工程用胶合板》（ZBB70006-92）；5、《建筑安全检查标准》（JGJ59-2011）；6、《建筑工程施工质量验收统一标准》（GB50300—2013）；