1/8污泥浓缩脱水间内墙装饰脚手架施工专项方案编制人:宋志芳审核人:批准:北京久安建设投资集团有限公司2019-3-31/8目录一、编制依据...................................................................................................................................2二、工程概况...................................................................................................................................2三、施工准备...................................................................................................................................33.1材料准备............................................................................................................................33.2材料质量要求....................................................................................................................3四、室内脚手架施工.......................................................................................................................34.1施工部署............................................................................................................................34.2脚手架构造要求................................................................................................................34.3脚手架搭设........................................................................................................................4五、脚手参数计算...........................................................................................................................55.1计算参数............................................................................................................................55.2扣件抗滑力的计算............................................................................................................55.3荷载值计算........................................................................................................................55.4立杆荷载计算....................................................................................................................55.5立杆稳定性计算................................................................................................................6六、脚手架搭设的交底与验收.......................................................................................................6七、脚手架拆除...............................................................................................................................7八、安全措施及成品保护...............................................................................................................72/8室内脚手架专项施工方案一、编制依据(1)通化市污水处理厂提标扩建施工组织总设计(2)《建筑施工扣件式钢管脚手架安全技术规范》(GBJ130—2001)(3)《建筑施工高处作业安全技术规范》(DBJ80—91)(4)《建筑工程施工安全操作规程》(DBJ01—62—2002)(5)《建筑施工脚手架实用手册(含垂直运输设施)》中国建筑工业出版社(6)污泥浓缩脱水间工程施工图纸二、工程概况污泥浓缩脱水间建筑面积为880m2,单层框架结构填充,层高12.5米。由于施工和生产同时进行,业主要求在主体施工完毕后,拆除满堂脚手架安装设备,保证污水处理尽快达标,内墙装饰和顶棚装饰无法利用原有的脚手架施工,本工程进行室内墙体砌筑及室内装饰装修阶段时,必须搭设脚手架施工。本工程室内脚手架搭设的总体布置是:高度低于3.5m采用移动式移动式脚手架平台,高度大于3.5m采用立杆横向间距1m,步距1.8m的双排脚手架,操作层满铺30厚、300宽、3m长松木脚手板...