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张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案1/35目录第一章编制依据····················································3第一节施工图纸·····················································3第二节主要规范、规程··············································3第二章工程概况·····················································3第一节总体简介·····················································3第二节结构概况·····················································4第三章施工部署及工期安排···········································5第一节施工目标·····················································5第二节项目组织机构·················································5第三节施工段划分···················································6第四节主要工程量物资采购及加工订货计划·····························6第五节劳动力计划···················································6第六节施工准备·····················································6第七节施工工期安排·················································9第四章主要施工技术方案·············································9第一节钢筋工程施工程序·············································9第二节钢筋放样·····················································9第三节钢筋加工·····················································9第四节钢筋的吊运··················································13第五节钢筋的连接··················································13第六节基础筏板钢筋绑扎············································14第七节墙、柱插筋···················································17第八节剪力墙钢筋绑扎··············································19第九节框架柱钢筋绑扎··············································23第十节顶板钢筋绑扎···············································24第十一节框架梁钢筋绑扎···········································26张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案2/35第十二节楼梯钢筋················································28第十三节后浇带处钢筋节点········································29第十四节人防工程施工注意的问题···································29第十五节专业交叉配合原则·········································29第五章工期保证措施················································30第六章工程质量目标保证措施、质量保证体系··························30第一节钢筋进场质量标准及验收·····································30第二节钢筋加工质量要求···········································30第三节钢筋加工质量要求···········································30第四节钢筋机械连接质量要求·······································31第七章安全生产文明施工············································32第一节钢筋机械的使用安全·········································32第二节钢筋吊运的安全要求··········································32第三节环保管理措施················································33第八章成品保护管理措施···········································33第九章应急救援预案················································34第十章季节性施工保证措施·········································34第一节雨季施工保证措施···········································35第二节夏季施工保证措施···········································35第十一章项目参见各方协调问题······································35张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案3/35张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案第一章编制依据第一节施工图纸张家口凯德置地商业中心二期1#、3#高层商业楼施工图纸第二节主要规范、规程名称编号《混凝土结构工程施工质量验收规范》GB50204-2011《建筑机械使用安全技术规程》JGJ33-2012《建筑施工高处作业安全技术规范》JGJ80-91《施工现场临时用电安全技术规范》JGJ46-2005《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》11G101-1~3《钢筋机械连接技术规程》JGK107-2010《人民防空工程防护设备选用图集》RFJ01-2008《防空地下室建筑设计》FJ01~03（2007））《防空地下室结构设计》FG01~05（2007）《人民防空工程施工及验收规范》GB50134-2004《人民防空地下室设计规范》GB50038-2005《施工现场安全防护场容卫生、环境保护及保卫标准》DBJ01-83-2003第二章工程概况第一节总体简介建筑总高度为1#47.93m，3#48.5m，地下三层，地上十三层序号项目内容1工程名称张家口凯德置地商业中心二期1#、3#高层商业楼张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案4/352工程地址张家口市经开区，南临朝阳大街，东临中兴路3建设单位张家口鼎阳房地产开发有限公司4设计单位北京京业国际工程技术有限公司5监理单位张家口市建筑设计院有限责任公司6施工单位张家口建筑工程集团有限公司第二节结构概况基础结构形式筏板基础主体结构形式框架－剪力墙层高分别有2.1m，3.3m，3.5，4.2m，4.5m，4.8m，5.4m张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案5/35第三章施工部署及工期安排第一节施工目标序号项目项目目标1质量目标河北省优质工程2安全文明施工目标无死亡事故发生，无重大安全事故发生，轻伤事故率小于2‰，达到河北省安全文明工地标准。3环境保护管理目标降尘、降噪控制符合国家相关标准，达到企业制定的有关噪声控制的管理目标要求，坚持人文精神，营造绿色建筑4消防目标杜绝火灾事故5科技进步目标积极推广新工艺、新技术、新材料、新设备第二节项目组织机构序号岗位姓名1项目经理罗鹏飞2技术负责人高尚恒张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案6/353质检员张录谦4安全员马英敏5安全员张子龙6施工员于东伟7施工员温仕州第三节施工段划分1#基础划分4个施工段，主体划分为2个施工段；3#基础划分2个施工段，主体为一个施工段。第四节主要工程量物资采购及加工订货计划钢筋采购由采购部直接采购，钢筋工程所需的材料必须满足工期的要求。第五节劳动力计划序号工种地下施工阶段主体施工阶段人数1钢筋工各90各90第六节施工准备一、技术准备1、认真审看图纸，了解设计意图，熟悉图纸内容，检查施工图是否完整、齐全，建筑与结构图在尺寸、标高及说明方面是否一致，掌握拟建工程的特点和结构形式。2、开工前甲方、监理、设计、施工方进行图纸会审，作好“图纸会审记录”。3、准备本工程所需用主要规程、规范、图集。4、测量器具配置计划序号器具名称数量检测状态1钢卷尺90合格二、施工用机械准备张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案7/35机械设备名称数量（台）钢筋调直机2钢筋切断机2钢筋弯曲机5钢筋切割锯2钢筋套丝机6注：其他手动工具每人自带。三、材料准备1、钢筋采购由采购部直接采购，钢筋工程所需的材料必须满足工期的要求。四、钢筋检验1、钢筋原材不同出厂日期、不同批号的钢筋有相应的出厂合格证；钢筋进场后，根据钢筋型号、出厂日期、钢筋批号等条件分别码放，并按规范要求进行现场抽样复试，复试合格后方可加工使用。2、钢筋原材试验：必试项目：拉伸试验、弯曲试验、重量偏差；3、钢筋进厂后组批及取样数量：以同厂别、同一炉号、同牌号、同规格为一批。每≤60t为一批，每批抽取5个试件，3个试件先进行重量偏差检验，2个试件做力学性能检验；每增加≤40t，增加一个拉伸、一个弯曲。4、钢筋连接试验：本工程钢筋采用直螺纹连接，凡直径≥16mm（含地梁部分）的钢筋采用直螺纹连接。机械连接取样：同一施工条件下采用同一批材料的同等级、同型式、同规格接头，以500个为一个验收批，不足500个也作为一个验收批。对接头的每一验收批，必须在工程结构中随机截取3个接头试件作抗拉强度试验。五、钢筋现场码放1、钢筋料场放于钢筋加工区（详见施工组织设计总平面布置图）。钢筋要架空堆放，下砌筑300mm高240厚砖墙。在钢筋堆放处设置状态标识牌，表明钢筋种类（生产厂家、牌号、规格、材质、数量）和所处状态（待检、合格、不合格），必要时标明炉批号。张家口凯德置地商业中心二期1#、3#高层商业楼钢筋工程施工方案8/352、钢筋进场后，应按品种、规格分别码放整齐，并做好标识记录牌，注明进场时间、数量、规格是否经过检验。3、原材与成品钢筋应分开码放，并做好防潮、防雨、防锈措施（场地基层用混凝土硬化，并从中间向两边设排水坡度，避免基层出现积水，钢筋下砌筑500mm高砖墙，间距1500mm，上覆帆布或塑料布）；成品钢筋应堆放在钢筋棚内，并应及时用于结构，若不能及时用上，则标注好规格、型号、尺寸以及应用部位等。4、为了方便对成型钢筋检查及方便清料，原材及成品钢筋堆放场地必须设有明显标识牌，钢筋原材标识牌上应注明钢筋进场时间、钢筋规