2022年建发临水临电专项施工方案 .pdf

建 发 国 际 大 厦 地 下室及地上主体结构工程临水临电专项方案编制单位：编 制 人：审 核 人：批 准 人：批准日期：目录第 1 章 工程概况及现场条件.11.1.工程概况.11.2.现场条件.11.2.1.场地、工作面条件 .11.3.临时施工设施现状.2第 2 章 施工临时用电方案 .32.1.施工临时用电设计概况.32.2.主要用电设备及布置。.42.3.确定负荷.52.4.施工临时用电布置图.10 2.5.施工临时用电安全规定.10 2.6.临时用电应急措施.15 第 3 章 现场临时用水方案 .16 3.1.施工给水方案的确定.16 3.2.场内施工用水量计算.17 1.2.1.现场总体临时供水量及管径的计算.17 3.3.水泵的选择.19 3.4.临时水箱容量的选择.20 3.5.给水点及消火栓的设置.20 3.6.临时给水管的拆除.21 文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H5文档编码:CI2B1M2Q8X2 HE6I1G9N7T1 ZN1E9H7H10H53.7.安全措施.21 3.8.临水系统的维护与管理.21 文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8第1章 工程概况及现场条件1.1.工程概况本工程地处厦门东海岸的会展中心北片区，南邻国际会议中心，西邻人民银行、厦门海峡交流中心二期一号楼，北面为酒店用地，东面为环岛路及50m 宽的绿化带。工程由一栋超高层高档写字楼及三栋配套商业设施组成，共设三层地下室，总建筑面积17.8万平米。序号项目内容1 工程名称建发国际大厦地下室及上部主体工程2 工程地点厦门东海岸会展中心北片区4 面积(m2)总用地面积21748.677 总建筑面积177793 5 结构总高度219.55 结构层数1#/49F、2#/7F、3#/5F、4#/8F 6 基础形式桩、筏板基础7 主楼结构形式钢管混凝土柱钢梁现浇混凝土剪力墙结构体系8 裙楼结构形式现浇钢筋混凝土框架结构9 结构安全等级2 级结构抗震设防烈度7 度（2#楼 8 度）1.2.现场条件1.2.1.场地、工作面条件本工程桩基工程、基坑土方开挖和底板垫层施工已由前期单位施工完成，坑内场平标高约为-18.4m（相对于设计 0.00m）。我司进场后由底板结构及防水层开始施工。以下是本工程施工现场布置图：文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A81.3.临时施工设施现状本工程施工现场材料堆场设置在基坑周边，现场场地较大，办公区和为发包人布置的办公场所集中布置在建筑场地东北角。现场布置时按照施工现场平面布置图，布置临时施工设施，施工现场临时用水等。一、临时施工用水水源接驳点位于施工现场东侧环岛路绿化带上，供水管径DN=100mm，根据现场条件，拟将供水管引入临时消防水池，消防水池的水经消防水泵进入在施工程的临时消防系统，随结构施工进度设置DN100的立管。二、临时施工用电施工所需电接驳点位于建发国际大厦环岛路一侧设计绿化带上，文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8提供电源功率为：1000KVA。现场施工临时用电采用TNS系统，在配电柜处作重复接地，五芯电缆，三级配电，二级防护，并符合“一机一闸一漏”的保护规定，使用标准电箱。第2章 施工临时用电方案为了贯彻国家安全生产方针政策和法规，保障施工现场安全用电，防止触电事故发生，根据现场具体情况，施工用电设备运行情况和施工现场临时用电安全技术规范JGJ46-2005及建筑施工安全检查标准 JGJ59 99 的有关规定，制定本项目施工安全用电。2.1.施工临时用电设计概况1）本工程总建筑面积约180895 m2，包括地下室（地下三层），建筑面积约 54500；1#楼（49 层），建筑面积约 83066；2#楼（7层），建筑面积约 31365；3#楼（5 层），建筑面积约6896；4#楼（8 层），建筑面积约 5068。施工现场电源引自市政，经变压器后馈电给现场施工用电。2）根据施工现场及用电设备布置情况，设置供电线路。供电线路拟采用埋地敷设，局部架空敷设方式。横跨大门或道路时，埋地敷设加设刚套管保护或架空敷设高度6m。设三级配电箱，电缆引至二级分配电箱，再由二级配电箱引至开关箱。总配电箱和开关箱设漏电保护装置。办公照明用电由配电房单独引出。文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A83）根据施工现场临时用电安全技术规范规定，本供电系统采用 TN-S 系统供电。4）本设计负责总配电箱以下线路及电气设备选择。2.2.主要用电设备及布置。1）塔吊和施工电梯地下室施工阶段，使用2 台 ZCS600型塔吊（额定功率 110KW）和 3 台 C6015 塔吊（额定功率55KW），主体施工阶段，选用1 台SCD200VA（额定功率 40KW）、2 台 SCD200/200V（额定功率 44KW）和 5 台 SCT80（额定功率 13KW）的施工电梯。同时使用多台电焊机进行钢结构施工。装饰装修及机电安装插入施工后，用电量达到最大值。2）主体钢结构用电本工程施工用电高峰主要集中在钢结构主体上升阶段，现场焊接设备用电。主体采用两路YJV-1KV-3240+2120mm2 电缆线，随结构三层布置一台区域箱，每台区域箱下设单层及相连上两层和下两层的楼层箱，电缆用绝缘瓷瓶及角钢螺栓固定于主体钢结构上，随主体向上搭设。主体施工采用专用电焊机开关箱两台，电焊机专用开关箱随主体上升，楼层施工及装修设置三级配电箱。3）照明用电为了安全用电，办公用电采用40W 日光灯及节能灯管照明，办公场所供电采用 BV 电线穿 PVC 电管保护。地下室及楼梯间采用36V文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8文档编码:CH10E7B2H10R6 HK2N10M8T6S8 ZM2W1I7A10A8安全电压照明，地下室照明设单独回路，每层设置 5KVA 安全变压器一台。主体照明采用在每台塔吊顶部各设置高压镝灯一套。一层走道及门卫照明采用沿围墙15 米设置 40W 防水节能灯。2.3.确定负荷根据施工机械使用计划，幕墙及安装、装修插入阶段用电容量最大，现场主要用电设备如下表所示：序号设备名称规格型号数量使用阶段额定功率（KW）1 塔吊C6015 3 地下室 装饰装修55 2 塔吊ZSC600（臂长60m）1 地下室 装饰装修110 3 塔吊ZSC600（臂长50m）1 地下室 装饰装修110 4 施工电梯SCD200VA 1 主体装饰装修40 5 施工电梯SCT80 5 主体装饰装修