镇江市孟家湾新村安置房项目工程模板支架工程专项施工方案计算书文件编号：版本号：修改状态：发放编号：计算：复核：审核：批准：有效状态：中铁上海工程局集团建筑工程有限公司镇江市孟家湾新村安置房项目经理部二〇一五年七月二十五日中铁上海工程局集团建筑工程有限公司模板支架施工方案计算书中铁上海工程局集团建筑工程有限公司模板支架施工方案计算书目录目录.....................................................................................................................11.编制依据...............................................................................................................12.300mm厚墙模板验算............................................................................................12.1工程参数...............................................................................................................................12.2新浇砼对模板侧压力标准值计算.......................................................................................12.3墙侧模板面板验算...............................................................................................................22.4墙侧模板次楞验算...............................................................................................................32.5墙侧模板主楞验算...............................................................................................................52.6对拉螺栓验算.......................................................................................................................63.500×500柱模板验算..........................................................................................73.1工程参数...............................................................................................................................73.2新浇砼对模板侧压力标准值计算.......................................................................................73.3柱侧模板面板验算...............................................................................................................83.4柱侧模板次楞验算...............................................................................................................93.5柱宽度B方向柱箍的验算..................................................................................................103.6柱宽度B方向柱箍的对拉螺栓验算..................................................................................123.7柱高度H方向柱箍的验算..................................................................................................123.8柱高度H方向柱箍的对拉螺栓验算..................................................................................144.700×900柱模板验算........................................................................................144.1工程参数.............................................................................................................................144.2新浇砼对模板侧压力标准值计算.....................................................................................144.3柱侧模板面板验算.............................................................................................................154.4柱侧模板次楞验算.............................................................................................................164.5柱宽度B方向柱箍的验算..............................................................................................
