奥林匹克·记者村(一期工程)抗滑桩及挡土墙项目工程施工组织设计
目 录
一、编制依据及适用范围 ························································································ 3 1、编制依据 ····································································································· 3 2、适用范围 ····································································································· 4 二、工程概况及目标 ······························································································ 4 （一）工程概况 ································································································· 4 1、责任单位 ···································································································································· 4
2.设计概况 ······································································································································ 4 3.地质条件： ·································································································································· 5
4.水文情况： ··································································································································· 5
5.周边环境： ·································································································································· 5
6.工程特点： ··································································································································· 5 7.工程难点： ··································································································································· 5 8.关键工序： ··································································································································· 5 （二）工程目标 ································································································· 5 1.质量目标 ······································································································································· 6 2.工期目标 ······································································································································· 6 3安全目标 ······································································································································· 6 三、施工组织方案 ································································································· 6 (一)、施工组织结构 ···························································································· 6 (二)、施工管理人员 ···························································································· 6 四、施工准备 ······································································································· 7 （一）四通一平 ································································································· 7 （二）临时设施 ································································································· 7 （三）技术准备 ································································································· 8 （四）资源准备 ································································································· 8 五、施工方案 ······································································································· 9 (一)分部分项工程划分 ························································································· 9 (二)施工流程 ···································································································· 9 (三)主要分项工程施工方案 ················································································· 10
1、桩孔开挖 ·································································································································· 10
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奥林匹克·记者村(一期工程)抗滑桩及挡土墙项目工程施工组织设计
2、钢筋工程 ·································································································································· 15 3、模板工程 ·································································································································· 20 4、混凝土工程 ······························································································································ 23 5、施工测量放线 ·························································································································· 25
六、施工技术及管理措施 ······················································································· 26 （一）质量保证措施 ·························································································· 26 （二）组织管理措施及质量管理制度 ····································································· 29 （三）技术资料管理措施 ···················································································· 30 （四）冬、雨季施工措施 ···················································································· 30 （五）机械设备保证措施 ···················································································· 31 （六）安全、文明施工措施 ················································································· 31
1、安全组织管理 ·························································································································· 31 2、文明施工基本要求 ·················································································································· 34 3、高空安全作业规程 ·················································································································· 35 4、现场安全生产工作规定 ·········································································································· 36 5、班组长安全生产工作责任制 ·································································································· 37 6、班前安全活动制度 ·················································································································· 37 7、现场防火卫生须知 ·················································································································· 38 8、安全技术措施 ·························································································································· 38 9、个人安全防护 ·························································································································· 39
（七）环境保护措施 ·························································································· 40 （八）工期保证措施 ·························································································· 40 （九）降低成本措施 ·························································································· 41 主要劳动力需要量计划表 ······················································································· 42 主要材料需要用量进场计划表 ················································································· 44 主要施工机械计划表 ····························································································· 45 施工进度计划表 ··································································································· 46
云南景升建筑工程有限公司
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奥林匹克·记者村(一期工程)抗滑桩及挡土墙项目工程施工组织设计
一、编制依据及适用范围 1、编制依据
（1）施工合同
（2）抗滑桩1＃-2＃地块、A-B、C-D、E-F、J-K地段地形设计图纸。
（3）1＃-3＃地块抗滑桩结构设计图、设计变更图纸答凝等。 （4）相关现行国家法律、法规。 （5）标准、规范：
? 《建筑地基基础设计规范》（GB50007-2002）
? 《混凝土结构工程施工质量验收规范》（GB50204-2002） ? 《工程测量规范》（GB50026-2002）
? 《建筑工程施工质量验收统一标准》 (GB50300-2001) ? 《建筑地基基础工程施工质量验收规范》（GB500330-2002） ? 《混凝土质量控制标准》(GB 50164-921)
? 《施工现场临时用电安全技术标准》 (JGJ46-2005) ? 《混凝土强度检验评定标准》(GB107-02)
? 《建筑施工安全检查标准》(JGJ95-99) ? 《中华人民共和国建筑施工场地界噪声限值》 ? 《云南省环境保护条例》 ? 《建筑工程施工现场管理规定》
（6）云南省和安宁市有关建筑工程施工的有关规定。 （7）现场实际情况。
（8）本公司质量保证体系文件，职业健康安全管理体系文件，环境管理体系文件。
（10）云南日报报业集团安之泰房地产开发有限公司相关文件、
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奥林匹克·记者村(一期工程)抗滑桩及挡土墙项目工程施工组织设计
规则。
2、适用范围
本施工组织设计是奥林匹克〃记者村(一期工程)抗滑桩及挡土墙项目工程的施工组织、管理，施工质量、进度、成本、安全管理、控制的指导性文件。
二、工程概况及目标
（一）工程概况 1、责任单位
工程名称：奥林匹克〃记者村(一期工程)抗滑桩及挡土墙项目； 建设单位：云南日报报业集团安之泰房地产有限公司； 设计单位：云南大彻建设监理有限公司； 施工单位：云南景升建筑工程有限公司； 设计单位：四川奥地建筑设计有限公司； 建设地点：安宁市政太平镇妥乐村； 2.设计概况
结构类型：钢筋混凝土结构。
本工程人工挖孔桩为矩形抗滑桩，侧向受力。设计桩长为14～28m，桩入土埋深6～22m，桩间距4.5m,桩顶高程为道路路面设计高程。
挡土板为钢筋混凝土剪力墙。
根据地貌、地形特征，桩位位于陡坡、边坡地段。
护壁混凝土强度等级C20，桩身混凝土强度等级C30。桩身混凝土应连续浇灌。
纵向受力筋为HRB400级钢筋，钢筋直径25，钢筋连接宜采用机械连接；箍筋为HRB335级钢筋，钢筋直径16，箍筋形状为矩形；
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奥林匹克·记者村(一期工程)抗滑桩及挡土墙项目工程施工组织设计
护壁钢筋Q235级钢筋，钢筋直径10。
3.地质条件：
勘察报告显示无不良地质条件。但地形条件较差，施工原料的运输难度大。
4.水文情况：
地下水主要存于各土层中，受大气降水及地表水入渗补给和控制，朝地势低处排泄。
5.周边环境：
工程场地位于新开发小区范围，原为耕地，无地下水管、电缆、天然气、液化气等管道经过，施工环境较好，主施工道路已修通，但限于地形状况，进入各桩施工点的运输条件不利。
6.工程特点：
桩数量少，单桩工程量大；
桩呈线状布臵，工作点亦呈线状分布； 入岩深开挖困难；
单桩钢筋量大，不能采用预制吊装方法； 桩顶标高差异较大，材料运输困难；
桩身截面呈矩形，护壁混凝土模板支拆较困难；
桩身出土高度较高，挡土板高度较高，最高约10m，模板加固、支撑困难，钢筋安装困难；
7.工程难点：
中风化岩开挖、孔内钢筋安装、模板安装。 8.关键工序：
桩孔中风化岩开挖，钢筋安装，桩身混凝土浇灌，模板安装。 （二）工程目标
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