人货梯基础施工方案

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1、苏州绿地中央广场项目地块三人货梯基础施工方案目录第一章.编制依据·····························································2第二章.工程概况······························································3第三章.基础设计要求·························································3第四章.安装锚固方案·······················

2、···································8第五章.升降机的拆卸··························································9第六章.安全要求及措施·······················································10第七章.接地保护装置·························································10第八章.安全文明施工管理············

3、·········································10第九章.质量管理与施工协调···················································10第十章.计算书及相关附图·····················································11一.人货梯基础计算书·······················································11二.格构柱计算书···············

4、············································14三.浙江港海建设集团有限公司19苏州绿地中央广场项目地块三人货梯基础施工方案总结···································································16四.附图···································································17第一章、编制依据1、《施工升降机》GB/T10054-20052、《施工升降

5、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浙江港海建设集团有

6、限公司19苏州绿地中央广场项目地块三人货梯基础施工方案第二章、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：约66406.47㎡，层数及单体建筑面积：3#楼为地下二层，地面36层.8檐高建筑檐高度：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

7、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。浙江港海建设集团有限公司19苏州绿地中央广场项目地块三人货梯基础施工方案16保温XPS挤塑聚苯板、50厚岩棉带17标高：3#楼为4.2m，室内外高差0.2m结构概况序号项目内容1结构类型框架—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

8、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*