工艺美术施工组织设计完整版.docx
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工艺美术施工组织设计完整版
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第一章工程概况及编制依据
1.1工程性质和作用···························································3
1.2建筑和结构特征···························································4
1.3编制依据·································································4
1.4施工现场特征及施工条件···················································5
第二章、施工组织
2.1施工组织结构设置·························································5
2.2施工总体安排·····························································6
第三章、本工程施工重点、难点和对策
3.1施工重点、难点···························································6
3.2施工重点、难点对策·······················································8
第四章、施工准备
4.1施工条件准备·····························································8
4.2技术准备·································································8
第五章、主要分部分项工程施工技术方案
5.1施工测量································································13
5.2土方开挖································································15
5.3钢筋工程································································21
5.4模板工程································································30
5.5混凝土工程······························································33
5.6防水工程································································36
5.7填充墙体施工····························································38
5.8土方回填工程····························································39
5.9脚手架工程······························································41
5.10楼地面工程·····························································47
5.11外装修工程·····························································54
5.12内装修工程·····························································55
5.13门窗工程·······························································56
5.14电气工程·······························································61
5.15给排水及暖通工程·······················································71
第六章、工期目标及工期保证措施
6.1工期目标································································71
6.2工期目标保证措施························································73
第七章、季节施工措施
7.1雨季施工措施····························································73
7.2冬季施工措施····························································74
第八章、质量标准化实施方案
8.1质量标准化管理体系······················································74
8.2质量标准化实施方案······················································77
第九章、质量保证措施
9.1质量目标································································77
9.2质量保证体系····························································77
9.3组织保证措施····························································78
9.4质量管理制度····························································79
9.5技术保证措施····························································83
第十章、质量通病防治措施
10.1土建工程通病防治措施···················································94
10.2安装工程通病防治措施···················································98
第十一章、安全技术措施和保证制度
11.1安全生产目标···························································99
11.2安全生产保证体系·······················································99
11.3安全生产教育··························································100
11.4安全技术措施和保证制度················································101
11.5工程安全措施··························································103
第十二章、安全生产文明施工目标及保证措施
12.1安全生产文明施工目标··················································103
12.2安全生产文明是保证措施················································104
第十三章、成品保护措施
13.1成品、半成品保护重点··················································106
第十二章、环境保护措施
12.1环境保护管理体系······················································107
12.2环境保护措施··························································108
第十四章、附图表···························································113
第一章、工程概况及编制依据
1.1工程性质和作用
青岛工艺美术厂项目工程，用地性质为居住用地。
本工程由青岛市民用建筑设计院有限公司设计,青岛恒生源集团建设有限公司承建。
1.2建筑和结构特征
1.2.1建筑特征
本工程位于青岛市四方区顺昌路21号，主要范围和内容包括1#—6#楼（住宅）、网点、半地下储藏室及人防地下车库。
耐火等级：
地上1#、2#高层部分为一级，3#-6#楼多层部分二级，沿街网点部分二级，地下停车库及半地下室为一级。
屋面防水等级二级，地下室防水等级：
配电室消防水池、底板、外墙及顶板为一级；防火设计建筑类别为一类；本工程总建筑面积46550.57m2，其中住宅建筑面积：
33080.75m2、网点及配套建筑面积3123.45m2，地下车库建筑面积：
7508.6m2。
各楼做其余基本信息见下表：
楼号
层数
建筑面积（m2）
建筑高度（m）
1#
14层
8674.69
38.6
2#
19层
11978.01
52.6
3#
6层局部5层
4458.37
20.7
4#
6层局部5层
2942.36
20.7
5#
6层局部5层
2946.44
20.7
6#
6层局部5层
4091.31
20.7
车库
1层
7508.6
详见单体设计
网点
2层
835.25
1.2.1.1本工程外部装修为面砖墙面（多层住宅）、外墙涂料及干挂花岗岩（网点），墙体材料为蒸压加气混凝土砌块及粉煤灰砖。
1.2.1.2地下室外墙、底板及顶板防水采用混凝土自防水及卷材防水二道，在背水面增刷一道1mm厚防水涂料。
1.2.1.3防火墙和公共走廊上疏散用的平开防火门设闭门器，门窗玻璃按照规范规定及图纸要求使用安全玻璃，外门窗采用塑钢窗，中空玻璃；各单元入口设置可视对讲门。
1.2.2结构特征：
结构形式：
1#、2#为框剪结构，3#-6#为剪力墙结构、网点及地下车库为框架结构；抗震设防烈度：
6度，建筑抗震等级为四级。
合理使用年限：
50年。
基础形式：
1#、2#楼及地下车库为独基加防水底板、3~6#楼为条基+防水底板。
剪力墙底部加强区：
1#、2#为基础顶至地面三层顶，3#为基础至负一层。
砼标号:
1#、2#楼均为基础垫层C15、基础至4层为C35、4层以上为C30；3#-6#楼均为基础垫层C15;基础及以上为C30；后浇带钢筋砼栏板、圈梁、过梁构造柱采用C20砼。
其中±0.00以下采用级配防水砼，砼抗渗等级为P6，砂浆以M5砂浆为主。
1.3.编制依据：
1.3.1《建设工程项目管理规范》GBT
1.3.2《建筑工程施工质量验收统一标准》GB
1.3.3《地下工程防水技术规范》GB
1.3.4《地下防水工程质量验收规范》GB
1.3.5《建筑装饰装
升级会员 