模板及清水模板施工方案

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1、目录1编制依据·······························································22工程概况·······························································33劳动力准备······························································34技术准备·······························································45

2、施工工艺流程···························································46主要施工方法···························································47施工技术要求··························································158模板系统验算·························································169模板拆除········

3、······················································3210质量保证措施及注意事项··········································3311成品保护措施························································3512、安全文明施工········································3513环保措施···········································

4、··············3914项目施工组织管理体系框架图···································4015模板工程质量控制程序图··········································42模板及清水模板施工方案本工程我司施工要求混凝土施工质量达到中级抹灰的质量标准，故应按清水混凝土的标准来组织施工。1编制依据序号资料名称编号1《混凝土结构施工施工质量验收规范》《GB50204-20022《地下工程防水技术规范》GB50208-20013《建筑工程施工质量验收统一标准》GB50300-2001

5、4《建筑施工扣件式钢管脚手架安全技术规范.JGJ130-20015《施工手册第四版》6乐至•尚城D区D-6栋建筑施工图7乐至•尚城D区D-6栋结构施工图8乐至•尚城D区D-6栋施工组织设计2工程简况本工程为重庆乐至置业发展有限公司建设的乐至·尚城D区D-6＃楼高层定向销售房及小商业工程,位于长寿区晏家镇育才路旁，工程施工图纸由重庆市得森建筑规划设计研究院设计。(一)建筑概况建设单位重庆市乐至置业发展有限公司设计单位重庆市得森建筑规划设计研究院工程名称乐至·尚城D区D-6＃高层定向销售房及小商业工程工程地址长寿区晏家镇育才路旁单位工程名称建筑面积（m2）

6、建筑高度（m）结构类型层数主楼1700081.6框剪结构体系地上26层小商业6644.4412.2框架结构体系地上2-3层本工程主楼结构形式为框剪结构体系、小商业为框架结构体系。本工程采用人工挖孔灌注桩基础，基础持力层为中风化砂质泥岩.基础置于中风化砂质泥岩时,基础及配筋按图表中施工,中风化砂质泥岩天然单轴抗压强度标准值frk=9.78Mpa.砼强度等级:桩基C30,地梁DL1、DXL*为C30,JL*为C40,垫层为C20,桩基封底为C30.3劳动力准备：本工程总工期为450个日历天，为了达到总工期的要求，顺利完成该分项工程，应紧密配合其它工种的施工

7、作业。模板工人在基础至三层配备80个，在三层以上配备40个，以此确保本分项工程的工期。施工准备4技术准备：1）开工立即组织有关人员熟悉施工图和模板设计方案。针对模板工程的特点，学习《混凝土结构工程施工及验收规范》、《建筑安装分项工程施工工艺规程》，及时编制加工订货计划及材料机具计划，认真做好施工技术交底。根据工程的实际情况施工人员进行详细的技术交底。2）模板准备：本工程结构工程中地上部分墙体木模板，面板为竹夹板，楼梯模板采用定型加工模板，面板进场后进行核对、验收，并进行试组装完后，要按图进行编号，编号字迹要醒目。木方、竹夹板、穿墙螺栓、早拆柱头等材料按

8、计划数量及时进场并要进行质量数量检验，不合格的要坚决修整。3）竹夹板进场，应对板厚进行认真验收