目录编制依据·····························································2工程概况······························································3基础设计要求·························································3安装锚固方案··························································8升降机的拆卸··························································9安全要求及措施·······················································10接地保护装置·························································10安全文明施工管理·····················································10质量管理与施工协调···················································10计算书及相关附图·····················································11人货梯基础计算书·······················································11格构柱计算书···························································14总结······································································································································17第一章、编制依据1、《施工升降机》GB/T10054-20052、《施工升降机安全规则》GB10055-20073、《建筑地基基础设计规范》GB50007-20114、《混凝土结构设计规范》GB50010-20115、《建筑施工安全检查标准》JGJ59-20116、《施工现场设施安全设计计算手册》谢建民编著7、《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-20118、《钢结构设计规范》GB50017-20149、《砌体结构设计规范》GB50003-201110、《建筑施工升降机安装、使用、拆卸安全技术规程》(JGJ215-2010)11、本工程设计图纸12、本工程施工组织设计第二章、工程概况工程概况序号项目内容1工程名称苏州绿地中央广场三号地块项目2工程地址苏州市科技城龙山路与科发路交叉口3建设单位绿地集团苏州高新置业有限公司4设计单位上海正轶建筑设计有限公司5勘察单位江苏省地质工程有限公司6建筑功能地下室为库房、停车场,商铺,地面楼层为商业用房7建筑面积及规模总建筑面积:㎡,层数及单体建筑面积:3#楼为地下二层,:150m。9墙体类型框架柱、核心筒,内墙砂加气砼砌块10屋面防水卷材、XPS挤塑聚苯板、钢筋混凝土平屋面11幕墙玻璃幕墙12防水SBS改性沥青防水卷材、防水涂膜13楼地面水泥楼地面14内墙混合砂浆抹面15外墙玻璃幕墙。16保温XPS挤塑聚苯板、50厚岩棉带17标高:3#,—核心筒2基础类型桩筏基础3抗震设防烈度6度4建筑结构安全等级二级5耐火等级一级6钢筋级别HPB300、HRB335、HRB400E第三章、基础设计及要求由于本工程人货梯基础设置在地库顶板上部,考虑电梯自重及冲击荷载较大应在标准节正下方设置格构柱,将人货梯系列荷载由首层楼面通过支撑体系转至基础底板,避免结构局部梁板受载超过其承载力(具体见计算书)。一)设备概述本工程选用由中联重科股份有限公司生产的双笼施工电梯1台,主要技术性能参数如下表:部件名称单位(kg)重量额定载重量kg2*2000或24人额定安装载重量kg2*1000额定速度m/min36减速器速比1:16最大提升高度m450吊笼空间(长*宽*高)m*m***±5%50Hz电机功率KW2*3*11起动工作总电流A2*3*24电源容量KVA2*49标准节重量KG145(计算按167)吊笼自重(含驱动系统)KG2*2000安全器型号SA
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