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1/50目录1.编制总说明1.1编制依据············································31.2工程概况············································51.2．1总体说明··········································51.2．2基础工程概况·····································61.2．3主体工程概况······································61.2．4施工进度要求······································61.2．5施工条件··········································62.施工部署2.1施工方案与流程······································72.2施工管理组织机构及责任明细··························72.3施工总进度计划······································92.4施工准备············································92.4.1技术准备·····························.···········102.4.2材料准备·········································102.4.3施工机械布置·····································122.4.4施工平面布置说明·································132.4.5施工机械进场计划·································142.5用水用电安排·······································162.6劳动力安排计划·····································172.7质量保证措施·······································172/502.8建筑成品及半成品保护措施···························182.9安全管理措施·······································182.10雨季及高温天气施工技术措施························202.11消防保卫及现场材料管理措施························212.12施工现场卫生管理措施······························223.分项工程施工方案3.1放线测量···········································243.2土方工程···········································253.3基础工程···········································263.4脚手架工程·········································263.5模板工程···········································273.6钢筋工程···········································273.7混凝土工程·········································293.8预应力混凝土工程···································323.9地下室防水工程·····································323.10砌体工程··········································333.11屋面防水工程······································353.12装饰装修工程······································364.冬季施工4.1冬施部署···········································434.2冬施准备···········································434.3主要施工措施·······································443/504.4雨期施工方案·····································475工程交付后服务竣工后的服务与保修···································484/501.编制总说明1.1编制依据（1）基本依据:1、国土规划局、消防局和人防办等政府职能部门就本工程的相关批文。2、工程施工招标文件、招标答疑纪要及设计单位提供的相关图纸。3、地质勘测报告:深圳市勘察测绘院提供的本工程详细勘察报告书。4、抗震设防以及风荷载、雪荷载参数:抗震设防类别：丙类抗震设防烈度：7度抗震等级：三级设计地震分组：第一组设计基本地震加速度：0.10g建筑场地类别：Ⅱ类基本风压：0.75KPa地面粗糙度：C类（2）主要设计规范、规程以及技术规定:（除下述外尚应按国家、部委及地方制定的设计和施工现行标准、规范和规程执行）1.《房屋建筑制图统一标准》GB/T50001-20012.《建筑结构制图标准》GB/T50105-20013.《建筑结构荷载规范》GB50009-20014.《混凝土结构设计规范》GB50010-20025．《建筑抗震设计规范》GB50011-20016.《建筑地基基础设计规范》GB50007-20027.《建筑地基处理技术规范》JGJ79-20028.《地下工程防水技术规范》GB50108-20019.《混凝土结构工程施工质量验收规范》GB50204-200210.《建筑地基基础工程施工质量验收规范》GB50202-200211.《建筑基桩检测技术规范》JGJ106-20035/5012.《钢筋机械连接通用技术规程》JGJ107-200313.《钢筋焊接及验收规程》JGJ18-200314.《冷轧带肋钢筋混凝土结构技术规程》JGJ95-200315.《建筑地基基础设计规范》DBJ15-31-200216.《建筑桩基技术规范》JGJ94-9417.《预应力混凝土管桩基础技术规程（广东省标准）》DBJ/T15-22-9818.《广东省建筑地基基础设计规范》DBJ15-31-200319.《高层建筑混凝土结构技术规程》JGJ3-200220.《砌体工程施工质量验收规范》B502203-200221.《屋面工程质量验收规范》B50207-2002)22.《建筑地面工程施工质量验收规范》(GB50209-2002)23.《建筑装饰装修工程质量验收规范》(GB50210-2001)24.《建筑给水排水及采暖工程施工质量验收规》(GB20242-2002)25.《建筑工程项目管理规范》(GB/T50326-2001)26.《多孔砖砌体结构技术规范》(JGJ137-2001)(J129-2001)27.《钢筋焊接接头试验方法标准》(GJ/T27-2001)(J140-2001)28.《工程测量规范》(GB50026-93)29.《钢筋焊接及验收规范》(JGJ18-96)30.《建筑工程质量评定标准》(GBJ302-88)31.《钢结构工程施工质量验收规范》(GB50205-2001)32.《钢筋焊接接头试验方法标准》(JGJ/T27-2001)33.《建筑电气工程施工质量验收规范》(GB50303-2002)34.《建筑给水排水及采暖工程施工质量验收规范》(CJJ/T29-98)35.《给水排水管道工程施工及验收规范》(GB50268-97)36.《工业金属管道施工及验收规范》(GB50235-97)37.《建设项目管理规范》(GB50326-2001)38.《建筑施工安全检查标准》(JGJ59-99)(3)采用的图集:1、03G101-1混凝土结构施工图《平面整体表示法制图规则和构造详图》（现6/50浇混凝土框架、剪力墙、框架-剪力墙、框支剪力墙结构）2、03G101-2混凝土结构施工图平面整体表示方法制图规则和构造详图（现浇混凝土板式楼梯）3、04G101-4混凝土结构施工图平面整体表示方法制图规则和构造详图（现浇混凝土楼面与屋面板）4、06G101-6混凝土结构施工图平面整体表示方法制图规则和构造详图（独立基础、条形基础、桩基承台）（4）、设计采用可变荷载数值单位：KPa(KN/m2)部位一层楼面办公室阳台、走廊屋面消防楼梯荷载10.0（施工堆载）2.02.53.0（覆土另计）3.5楼面、地面均布活荷载（可变荷载）标准值，未注明者按GB50009-2001取值。屋顶花园填料厚度不大于300mm，容重不大于10KN/m3。屋顶花园填料厚度不大于800mm，容重不大于16KN/m3。公共卫生间总恒载不大于8.0KN/m2。1.2工程概况1.2.1总体说明深圳大学土木工程实验室是深圳市财政专项投资的实验办公综合楼建设项目，位于深圳大学南校区，与现有校园以白石路相隔，详见建筑总平面图Z-01和Z-02。本工程设计标高±0.000相当于绝对标高＋6.450m。本工程建筑总面积13682m2。建筑总高度20.6m。地上五层，地下一层，该项目办公楼部分五层分A、B两个区，南座为A区，北座为B区，实验大厅部分一层为C区。结构类型为钢筋混凝土框架结构。北面与已建成的深圳大学研究生楼相邻，东边和南边分别与高新南九路和学府路相邻，周围环境比较开阔，有利于施工活动的展开和空间安排。该项目施工图由机械工业部深圳设计研究院设计。土建工程施工组织设计主要内容有：工程概况，施工组织管理，施工部署和施工方案，施工进度计划安排，劳动力及机具投入情况，质量、安全、文明施工保证措施，钢筋工程、模板工程、混凝土工程、脚手架工程、砌体工程、装饰工程、门窗工程、屋面防水工程等施工方法。对于未纳入总承包合同范围的诸如消防系统、弱电工程、外电工程、外水工程、煤气工程、白蚁防治工程等施工方法7/50不做详细叙述。1.2.2基础工程概况本工程采用静压式高强预应力混凝土管桩(PHC)，桩身混凝土强度等级为C80，管桩直径为Ф400mm，桩型为AB型,壁厚为95,桩尖构造按广东省标准《预应力混凝土管桩技术规程》(DBJ/T15-22-98)附录B中的十字形桩尖。桩端持力层为强风化花岗岩层，终压力取值暂定为2200kN,终压时满载连续复压次数不少于3次。除注明外，单桩竖向抗压承载力特征值暂定为：1200kN。有效桩长小于24米的桩要求桩尖进入强风化岩层不小于1米，送桩深度不应超过2米。有效桩长大于于24米的桩,以桩长及终压力为控制指标.桩承台混凝土为C30，垫层混凝土为C15，钢筋为HPB235级、HRB335级和HRB400。桩承台的钢筋保护层厚度为50mm。1.2.3主体工程概况主体结构为钢筋混凝土框架结构，实验大厅中设有无粘结后张预应力反力墙和强力地板。底板、顶板及侧墙设有后浇带。建筑结构安全等级为二级，地基基础设计等级为丙级，建筑物耐火等级为二级，上部结构框架抗震等级为二级，地下一层在上部结构之下和上部结构之外的抗震等级均为二级。抗震设防烈度为7度。1.2.4施工进度要求计划开工时间为2009年1月4日。合同工期为20个月。1.2.5施工条件施工前场地已平整，施工临时用水水源采用市政管网给水，接水点位于现场西北角；施工临时用电由业主提供高压电源，通过500kVA电力变压器降压，采用三相五线制系统供电，设临时供电配电室，低压配电室内设一台低压配电