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郑州清华园１号住宅楼施工组织设计目录一、编制依据············································1二、工程概况············································2三、施工部署············································4（一）施工组织··········································4（二）任务划分··········································6（三）施工部署原则、施工顺序····························7（四）工程目标···········································8（五）施工总计划·········································8四、施工准备···········································12（一）技术准备··········································12（二）生产准备··········································13（三）其他准备··········································15五、主要施工方法及技术措施·····························15（一）流水段划分········································15（二）大型机械选用······································16（三）施工特点··········································16（四）施工流程及重点决策································16（五）测量放线··········································20（六）土方开挖与回填····································21（七）钎探、验槽······································22（八）垫层与钢筋混凝土底板······························22（九）钢筋工程··········································23（十）模板工程·········································26（十一）混凝土工程·····································28（十二）垂直运输与吊装··································30（十三）预制构件·······································30（十四）砌体工程········································32（十五）架子工程········································34（十六）冬雨期施工······································39（十七）屋面保温、防水···································41（十八）厨房、卫生间防渗防漏·····························43（十九）门窗制作安装····································43（二十）外墙装饰·······································44（二十一）内墙及顶棚粉刷································45（二十二）油漆涂料······································48（二十三）楼地面·······································49（二十四）安装工程······································52（二十五）成品保护······································53六、主要施工管理措施···································53（一）质量保证措施·····································53（二）工期保证措施·····································54（三）技术管理措施·····································55（四）安全保证措施·····································55（五）消防保卫措施·····································56（六）文明施工与环保措施································57（七）工程保修和回访承诺································58七、经济技术指标·······································59八、总平面图···········································59附图1：首层平面图附图2：施工进度横道图计划附图3：基础施工阶段现场平面布置图附图4：主体施工阶段现场平面布置图附图5：装修施工阶段现场平面布置图一、编制依据编制依据一览表序号类别名称编号日期1合同郑州××园1号住宅楼工程承包合同2图纸国家康居工程——郑州××园SW0028-751-12002.2.1常用木门88ZJ601建筑构造用料做法98ZJ001变形缝98ZJ111坡屋面98ZJ211楼梯栏杆98ZJ401阳台外廊栏杆98ZJ411内墙装修及配件98ZJ501室外装修及配件98ZJ901民用多层砖房抗震构造98ZG002钢筋混凝土平板92ZG301钢筋混凝土单梁92ZG311钢筋混凝土过梁92ZG313预应力混凝土空心板96YG203主要标准图集SP预应力空心板99ZG408住宅厨房烟气集中排放系统图集93J沪104土方与爆破工程施工及验收规范GBJ201-83建筑地基基础工程施工及验收规范GBJ202-83砖石工程施工及验收规范GBJ203-83混凝土结构工程施工及验收规范GB50204-92木结构工程施工及验收规范GBJ206-83规范规程标准屋面工程施工及验收规范GB50207-84已废止混凝土外加剂应用技术规范GBJ119-98土工试验方法标准GBJ123-88建筑地面工程施工及验收规范GB50209－95建筑装饰装修工程施工及验收规范GBJ210－83组合钢模板技术规范GBJ214-89建筑给水排水及采暖工程施工及验收规范GBJ242－82建筑电气工程施工及验收规范GB50259－96建筑安装工程质量检验评定统一标准GBJ300－88建筑工程质量检验评定标准GBJ301－88建筑采暖卫生工程质量检验评定标准GBJ302－88建筑电气安装工程质量检验评定标准GBJ303－88中华人民共和国建筑法1997.11.1建筑安装工程安全技术规程1956.5.25建筑安装工程承包合同条例1983.8.8建设工程质量监督管理规定1990.4.9建筑安全生产监督管理规定1991.7.9建设工程施工现场管理规定1991.12.5法规中华人民共和国环境噪声污染防治法1996.10.29中华人民共和国固体废物污染防治法1995.10.30郑州市东风建设开发公司招标文件其他本公司质量手册2000.9.1本公司施工组织设计编制指导书2000.9.10二、工程概况本工程位于郑州市南阳路北端、的×园区内，开发商是郑州市××房地产开发有限公司。本公司中标的１号住宅楼概况如表2-1所示。工程概况表2-1工程名称××园１号住宅楼建设单位郑州市××园房地产开发有限公司设计单位××××部郑州设计研究院监理单位郑州××建设监理有限公司质量监督单位郑州市质量监督站××室施工承包单位河南省××建筑安装公司合同范围基础、主体、安装承包方式包工、包料总造价（万元）217.43合同工期目标300日历天合同质量目标优良建筑设计概况表2-2建筑面积4839.07m2占地面积719.23m2建筑用途居住标准层建筑面积730.82m2层数7层建筑总高度22.90m平面尺寸长61.86m×宽26.49m屋面防水做法SBS复合防水门窗材料塑钢、木层高3.00m基本轴线距离3600mm±0.000相当于绝对标高99.90m室内外高差700mm外装饰做法内装饰做法98ZJ001外墙22地面98ZJ001地49、地55楼面98ZJ0011楼1、楼27墙面98ZJ001墙4、19油漆98ZJ001涂1、涂2、涂13顶棚98ZJ001顶1、4门窗85系列白色塑钢窗结构设计概况表2-3地基土分类承载力地下水性质潜水第一层填土地下水位7.05～8.09m第二层粉土135kPa地下水质对混凝土弱腐蚀第三层粉土110kPa渗透系数地基类别天然地基楼梯结构形式现浇板式基础形式整板底板厚度400mm地下混凝土类别普通抗震设防烈席7度基础混凝土强度等级C20±0.000以下墙体烧结普通砖基底标高-2.50m最大基坑深度1.90m地上结构形式砌体结构楼盖结构形式预制、部分现浇承重墙体材料承重空心砖非承重墙体材料GSJ夹心板梁柱钢筋类别Ⅰ、Ⅱ级板钢筋类别冷轧带肋钢筋钢筋接头类型绑扎混凝土强度等级现浇梁C20现浇板C20柱C20预制梁C20预制板C30外墙厚度240mm内墙厚度240mm结构参数典型断面最大断面最小断面梁240mm×240mm240mm×450mm240mm×200mm柱240mm×240mm240mm×360mm最大跨度4200mm最大预制构件重量504专业设计概况表2-4名称设计要求管线类别上水暗埋铝塑管下水暗埋塑料管雨水塑料管上下水热水电气照明铜芯塑料线避雷三类防雷φ12镀锌圆钢三、施工部署（一）施工组织:（1）项目经理部的组成原则：根据本工程的规模和特点，公司将派优秀的项目经理担任本工程的项目经理，并选派公司技术骨干组成现场项目经理部。项目经理部作为公司的现场管理者代表公司全权组织本工程的施工生产，对工程项目的工期、质量、安全等进行高效率、有计划的组织协调和管理,项目组织结构见图3.1。图3-1项目组织结构图（2）项目经理部的人员构成：项目经理部由一名项目经理、一名项目副经理、一名主任工程师和六名专业技术人员组成。项目经理部承担该工程从地基处理、主体结构、装饰到安装的全过程施工组织。项目经理部主要人员及分工职责表3-1序号姓名性别年龄专业职务职责1男38土建项目经理全面、安全2男33土建项目副经理生产、计划3男36土建主任工程师资料、技术4女29预算预决算、统计5男35档案技术资料6男30质量质量、安全7男28材料材料采购、设备管理8男61会计财务管理、成本核算（3）项目经理部的分工职能：项目经理部下设生产部、技术部、质量安全部、材料设备部、财务部和综合办公室等职能部门。各职能部门按照公司质量管理的有关规定，负责各自职能范围内的具体工作。项目经理部职能部门分工表表3-2序号部门名称分工职能1生产部制定施工计划及实施、劳动力组织、生产调度、预决算及报表2技术部编制施工方案、技术交底、技术管理、工艺卡编制、材料取样试验、资料管理3质量安全部工程质量管理、安全管理、成品保护、安全资料整理4材料设备部材料询价、采购、工具管理、劳保用品的购置、机械设备和周转材料的购置与租赁、材料的存放保管5财务部工程财务管理、成本核算、劳务结算6综合办公室现场消防和保