【施工组织设计】重庆某轻轨高架车站施工组织设计（清水混凝土）

编制依据1. 重庆市*轻轨站工程建筑、结构、安装设计图纸（2009年6月、B版）2. 建设工程项目管理规范GB/50326-20013. 建筑工程清水混凝土施工技术规范（DB11/T464-2007）4. 混凝土外加剂应用技术规程（DBJ01-61-2002）5. 建筑地基基础工程施工质量验收规范GB50202-20026. 普通混凝土配合比设计规程（JGJ55-2000）7. 工程测量规范GB50026-968. 混凝土结构工程施工质量验收规范GB50204-20029. 砌体工程施工质量验收规范GB50203-200210. 建筑装饰装修工程质量验收规范GB50210-200111. 建筑给水排水及采暖工程施工质量验收规范GB50242-200212. 建筑电气工程施工质量验收规范GB50303-200213. 钢筋机械连接通用技术规程JGJ107-9614. 钢筋焊接及验收规范JGJ18-200115. 建筑施工扣件式钢管脚手架安全技术规范JGJ130-200116. 西南地区现行建筑标准设计通用图17. 建筑工程大模板技术规程（JGJ74-2003）18. 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（03G101） 目 录编制依据 ·························································2第一章 工程概况 ··················································· 41、工程建设基本概况·················································· 42、工程地质及自然条件概述··········································· 43、工程设计概况······················································ 54、现场施工条件······················································ 55、主要分部分项工程量·················································56、工程特点、难点、重点···············································6第二章 施工组织与部署················································71、管理目标 ··························································72、施工组织机构·······················································73、施工部署···························································9第三章 施工准备及资源配置计划········································111、施工准备···························································122、各种资源配置计划···················································12第四章 施工进度计划··················································141、总工期···························································· 142、施工各节点计划及说明·············································· 143、工期保证措施·······················································14第五章 施工平面布置·················································151 、平面布置原则······················································152、现场平面布置及说明·················································153、现场布置图·························································16第六章 主要施工方案·················································161、清水混凝土系统施工方案·············································162、钢筋工程施工方案 ················································· 603、外脚手架施工方案·················································· 724、砌体工程·························································· 77第七章 工程质量保证措施·············································811、质量保证体系框图···················································822、保证质量奖罚办法···················································833、加强施工检测·······················································834、工程质量验收·······················································835、施工阶段性的质量控制措施···········································84第八章 工期保证措施·················································841、组织管理措施·······················································842、过程管理措施·······················································843、 施工进度计划的管理················································844、物资供应保证·······················································84第九章 安全文明施工措施·············································851、安全目标···························································852、安全保证体系·······················································853、安全生产策划·······················································864、管理制度···························································87第一章 工程概况1、工程建设基本概况1建设单位2建设地点3建筑面积6817.954层数变电所设备层、站厅层、站台板下夹层、站台层共四层5建筑高程本工程±0.000相当于绝对标高为225.758m6结构形式钢筋混凝土框架结构7设计年限及等级使用年限100结构安全等级一级抗震等级三级抗震设防烈度六度建筑重要性一级耐火等级一级8混凝土等级C25、C30、C509钢筋等级HPB235、HRB33510主要构件截面尺寸（）墙300梁500*1400、2200*1800柱1400*1800板120、1502、工程地质及自然条件概述 2.1、地形地貌及地层岩性根据重庆市勘测院*车站岩土工程详细勘察报告，场地地处长江南岸岸坡中上部，原始地貌属河谷侵蚀斜坡沟谷地貌。岩层呈单斜产出，区内无断层，地质构造简单。场地内沿途层序正常，无滑坡、崩塌、危岩等地质现象，场地稳定，适宜建设本工程。 2.2、气象车站范围内的气象特征具有空气湿润，春早夏长，冬暖多雾、秋雨绵绵的特点，年无霜期349天左右。据市气象局资料：勘察区多年平均气温18.3°C，月平均最高气温是8月为28.1°C,月平均最低气温在1月为5.7°C，日最高气温43.5°C，日最低气温-1.8°C；多年平均降水量1082.6mm左右，降雨多集中在59月，其降雨量最高达746.1 mm左右，多年平均日最大降雨量122.9mm，日降雨量大于25mm以上的大暴雨日数占全年降雨日数的62%左右，小时最大降雨量可达62.1mm。湿度：多年平均相对湿度约79%，绝对湿度17.1Hpa左右。风向：主要风向为北风，全年平均风速为1.3m/s左右，最大风速为26.1mm。 2.3、水文 本场地为丘陵斜坡地貌，临近长江河谷岸坡，地表水系不发育，地表水排泄畅通，水文地质条件简单。场地地下水可分为松散层空隙水和基岩裂隙水，由大气降水补给，基岩裂隙水以脉状或网形似储存，本场地以砂质泥岩为主，裂隙不发育，基岩裂隙水量小。根据*长江大桥*立交工程在钻孔内采集的水样水质分析成果，本场地地下水对混凝土无腐蚀性。 2.4、地震效应 根据建筑抗震设计规范（GB50011-2001），拟建场地抗震设防烈度为6度，设计基本地震加速度值为0.05g。 2.5、不良地质现象 本车站场地地质条件较好，在拟建场地范围未发现断层、滑坡、软弱夹层等不良地质现象。3、工程设计概况 3.1、建筑设计概况 本工程为地上高架四层侧式曲线车站，包括地面一层（变电所设备层）、二层（站厅层）、三层（站台板下层）、四层（站台层），车站中线总长120.578m，上行线站台有效长度120m，下行线站台有效长度为122.976m，车站标准段宽14.8m（不含外挂扶梯和平台宽度），总建筑面积6817.95m。车站高程：车站为平坡，轨顶高程为233.558m，一层高程为219.758m，二层为225.758m，三层为231，258m，四层为234.608m。建筑重要性等级为一级，防火等级为一级，