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
     
    施工组织设计 国家康居工程××园１号住宅楼
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    （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
     
    施工组织设计 国家康居工程××园１号住宅楼
    版权所有，不得进行刻录和网络上传。
    （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
     
    施工组织设计 国家康居工程××园１号住宅楼
    版权所有，不得进行刻录和网络上传。
    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 SW0028-751-1 2002.2.1
    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
    3
    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 GB J206-83
    4
    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
     
    施工组织设计 国家康居工程××园１号住宅楼
    版权所有，不得进行刻录和网络上传。
    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
    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
    6
    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。
     
    施工组织设计 国家康居工程××园１号住宅楼
    版权所有，不得进行刻录和网络上传。
    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
     
    施工组织设计 国家康居工程××园１号住宅楼
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    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
    现浇梁 C20 现浇板 C20 柱 C20 混凝土强度等级
    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×240mm 240mm×450mm 240mm×200mm
    柱 240mm×240mm 240mm×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
    照明 铜芯塑料线 电气
    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
     
    施工组织设计 国家康居工程××园１号住宅楼
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    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