中国国家鸟巢体育场施工组织设计

中国国家鸟巢体育场施工组织设计第一节工程概况1.1地理位置国家体育场坐落于北京四环路北侧中轴路以东，奥林匹克公园中心区南侧平缓的高地上，与中华民族园遥相对应。1.2建筑概述国家体育场是北京奥林匹克公园内的标志性建筑，也是北京最大的、具有国际先进水平的多功能体育场。国家体育场将成为奥林匹克运动留给城市的宝贵遗产和城市建设的新亮点。国家体育场就像一个巨大的容器，外观既为建筑的结构，结构的组件相互支撑，形成网络状的构架，像由树枝编织成的鸟巢，体育场屋顶构架之间的空间用充气透明ETFE充气膜填充，使立面与结构达到了完美的统一。国家体育场占地面积20.29公顷，地下二层，地上六层，首层地面高出街道表面3.3米，比赛场地标高高出城市街道表面1.5米，建筑高度66.87米。工程总造价估算为35亿元人民币。奥运会期间，可容纳观众100，000人，其中临时坐席20，000个（赛后拆除），承担奥运会开幕式，闭幕式和田径比赛。奥运会后，国家体育场可容纳80.000人，可承担特殊重大比赛（如；世界田径锦标赛、世界杯足球赛等）、各类常规赛事（如：亚运会、亚洲田径锦标赛、全国运动会等）以及非竞赛项目（如：文艺演出、团体活动、商业展示会等）。1.3结构特征国家体育场结构设计使用年限为100年，建筑结构安全等级为一级，地基基础设计等级为甲级，基础设计安全等级为一级。建筑抗震设计类别为50年。钢结构主要受力基础采用桩基，其它基础采用筏板基础，主体结构采用现浇混凝土形式，内部结构由一系列辐射布置的框架结构组成，体现出圆形体育场坐席的布置特点。这些框架的截面随所支撑的梯层区域而变化，使体育场碗状坐席结构作为一个独立的系统具有自身的稳定性。移动屋盖设计为一个完全独立的结构，由两部分跨越整个结构开口空间的“刚性”53 单元组成，它们沿着永久屋顶上固定轨道运动来实现开启或关闭。它的垂直应力则通过巨型钢结构和环绕在坐席环状结构周围的混凝土柱子被传至地面。体育场钢筋混凝土结构的稳定性主要依靠钢筋混凝土框架结构及与垂直交通相关的现浇混凝土的电梯和楼梯筒体承担。1.4机电工程机电专业的设计和施工中，将充分体现“绿色奥运”、“科技奥运”和“人文奥运”的理念。主要包括：暖通工程、给排水工程、强电工程、弱电工程、燃气工程、电梯工程、雨洪利用、太阳能利用。1.4.1暖通工程1.4.1.1冷源。方案一：结合奥体公园整体规划方案，如采用奥体公园的区域集中供冷系统，由公园动力中心提供空调冷水，供给体育场使用。方案二：如采用体育场设置独立冷源方案，将设电压缩式制冷机组，由于北京地区采用分时电价，且体育场满负荷运行时间很少，考虑采用冰蓄冷。满负荷时采用部分蓄冰方式，平时淡季采用全蓄冰方式。1.4.1.2热源：由奥体公园内的市政热力管网或区域集中供暖系统提供一次高温热水，经设在体育场地下一层的热力站交换后，供给空调采暖使用。1.4.1.3空调、采暖方案：运动员热身场地、服务厅、酒吧、餐厅、商业等大空间采用集中空调系统。VIP接待室、观众包厢、休息室、办公室、运动员休息室、裁判休息室等采用可以分别控制温度的系统。计时记分牌机房、灯光控制室、电视转播技术用房、计算机中心等设备产生较多热量的房间设独立的空调降温设施。楼梯间、走道、车库、设备机房、卫生间、淋浴间等设有散热器采暖系统。1.4.1.4通风方案：通过对自然通风的模拟计算，确认体育场内可以满足环境要求。即使雨天屋顶关闭，通过侧面各部位的进风口，在风力和热压作用下也能确保室内环境。厕所、更衣室、淋浴室、地下停车场等均设有机械通风。设备机房等设机械通风设施，满足专业设备使用环境的要求。厨房排油烟经过净化处理，达到《餐饮业油烟排放标准》的要求后排入大气。使用燃气设施的房间设有可靠的通风排气设备及安全报警装置。1.4.2给排水工程1.4.2.1生活给水53 给水系统：在市政水压供水范围以内的低区生活用水、消防储水池的补水以及场地内室外消火栓用水，由市政给水管网直供；高于市政水压供水范围的高区生活用水采用储水池和水泵联合供水方式。消防给水：室外消火栓用水为市政环状给水管网直供，地下式消火栓间距小于120m。本工程室内一次火灾最大用水量为288m3，消防储水池及消防泵房设在地下一层，消防泵房内设有2台室内消火栓泵、2台自动喷洒泵及2台水喷雾泵。12m3高位水箱及稳压装置设在建筑屋顶水箱间内。生活热水热源方式：由奥体公园内的市政热力管网或集中动力中心提供高温热水，经设在体育场地下一层的热力站交换后，供给60℃生活热水。运动员卫生间、浴室设太阳能集中热水供应系统，不足部分由热力站补给。中水：收集洗浴废水经处理后回用，可供给冲洗便器，室外浇洒绿地、冲洗汽车、水景补水等。中水系统的设置依照市政和环保部门的统一规划实施。1.4.2.5排水：生活污水分洗浴废水及粪便污水两个系统，粪便污水经化粪池处理后排入市政污水管道；洗浴废水直接排至中水回收管道。日平均排水量估算为520m3/d。1.4.2.6雨水：对屋面雨水、屋面融化雪水、室外场地雨水采取收集回用措施，首先用于补充地下水，并可用于冲洗便器、冲洗地面、浇洒绿地、冲洗汽车等，以节约水源。雨水收集系统的设置依照市政和环保部门的统一规划实施。雨水被再利用之前，将进行处理，以降低细菌污染的风险。体育场草坪排水采用人工构造自然渗流加盲管引流排入场地周围排水沟。1.4.2.7场地喷洒装置：国家体育场设有养护草坪喷洒装置。喷头采用可升降、喷水角度可调型。喷水系统配套电控制器以及相应的水泵房和贮水池等设施，并满足分区喷洒的需要。比赛场地内的洒水设施，能够保证在8分钟内把包括场地周边在内的足球场喷洒均匀彻底，从而使球场湿度适中。1.4.3燃气工程。利用奥体公园内的市政低压燃气，供给体育场内厨房等使用。利用奥体公园内的市政中压燃气，供给体育场内自备发电机使用。1.4.4强电工程。为适合现代体育场馆的特殊用电情况，如：职守人员相对较少，用电高峰时间不确定，比赛过程中要求有持续有效的电力供应等，在国家体育场供配电采用智能电力监控系统，对供配电系统的各个线路进行实时监控，完全实现四遥（遥控、遥信、遥测、遥视）系统。这样不仅使国家体育场的供电可靠性从根本上得到了有力保障、使体育场在不增加管理人员配置的条件下使电力管理工作更加准确、及时的完成。53 1.4.4.1供配电系统。根据国家体育场的规模和功能要求，综合考虑供配电系统的可靠性、经济性和可维护性，确定本体育场为一级用电负荷。能够满足场地照明系统、智能化系统、及竞赛计时计分等设备对供电要求。1.4.4.2备用电源系统。根据各系统对供电电源的要求，依据相关规范，对以下场所配置备用电源供电系统：比赛场地照明；主席台、贵宾室、接待室照明；广场照明；计时计分系统、计算机系统；通讯机房、广播机房、电台和电视转播、新闻摄影电源；应急照明系统；消防用电设备；中央控制和监控系统；备用电源为三种形式：市电、发电机组、蓄电池组或UPS。1.4.4.3临时电源。设置临时电源解决方案，确保满足进行以下活动时的用电要求：大型文艺演出或音乐会；节日或重要事件举行的活动；体育场内或外围一些临时用电方案。1.4.4.4照明系统。运用智能灯光控制技术，能够对照明设备进行分级控制和具体到每一个照明灯具的开关时间、亮度、方向等参数控制，并且能够连接到总的建筑设备自动化系统之中。赛事照明采用紧凑型短弧金属卤化物灯，以确保色彩的完美再现；泛光灯具有热再触发装置，确保应急情况下的电视报道；房屋照明采用金属卤化物型泛光灯；公众汇合场所和公众盥洗区采用高效抗破坏荧光灯；一般区域照明采用普通荧光灯。所有照明光源及其附件均选用节能产品，充分体现“绿色奥运”、“科技奥运”、“人文奥运”的主题。1.4.5弱电工程。采用先进和成熟的技术，充分考虑到所有系统的安全性、可靠性、先进性、兼容性和可操作性，确保使用人员和管理维护人员对其安全、便捷、齐全、高效的功能要求，充分体现“绿色奥运、科技奥运、人文奥运”的主题。包括安全保卫系统、消防系统、卫星有线电视系统、体育竞赛综合信息管理系统、计时计分与现场成绩处理系统、仲裁录像系统、数据网络系通信网络系统（固定通信网络系统、移动通讯网络系统）、综合布线系统、电子显示屏系统、扩声（电声）系统、会议系统、转播摄像系统、文件处理系统、中央监控管理系统（建筑设备运行、安全与控制系统、供配电监控系统、采暖通风空调监控系统、给水排水监控系统、照明监控系统、交通管理监控系统）1.4.6电梯工程。为更好的体现人文奥运的主题，我们特别考虑到方便残障人士使用的特点，在设备选择上制定了以下原则：垂直电梯具备语音报站功能，所有召唤按钮的按键均有对应盲文；扶梯梯阶带轮椅平台。1.4.7雨洪利用。围绕体育场周边布置2~4眼雨水渗井，在体育场内部设一400m353 蓄水池，收集跑道上的雨水，用于体育场内草坪的灌溉。1.4.8太阳能。广场绿地使用太阳能草坪灯照明，用太阳能技术驱动水循环，是太阳能技术与水环境结合为一体。1.5园林景观国家体育场与北侧奥林匹克森林公园的关系表现出图与底的对比烘托，在整个绿化背景中，一方面要使其与开敞自然空间形态在视线和边界的交接中形成人性化的过渡，另一方面，国家体育场作为这一景观轴线的高潮要素，对整个绿化广场的空间氛围塑造起一种收束、对景作用。东侧湖面景观为国家体育场的建筑性格增添了运动、活泼的气息，而且借助水系的贯穿联系，更加强了与中央绿化广场的空间对话，增强了奥林匹克公园景观效果的有机性。空间设计注重与水体、绿化的结合，充分考虑国家体育场和水系之间的空间尺度，增强建筑的亲水性，以创造丰富的室外空间和人性化的亲水空间。1.6市政管线接入1.6.1雨水：由中心区景观水面西侧向东至北辰路，沿成府路南侧新建一条口径2000×1900mm雨水管道，为国家体育场的雨水排除出路。1.6.2污水：由中心区景观水面西侧向东至北辰路，沿国家体育场东南的东西向新建一条直径500mm的污水管道，为国家体育场的污水排除出路，1.6.3热力：沿国家体育场东南的东西向规划道路新建一条DN300mm热力管线，在建筑物内自建3个热力站。1.6.4供水：沿国家体育场东南的东西向规划道路新建一条DN400mm供水管道，沿用地西侧的景观路新建一条DN600mm供水管道，可为国家体育场提供两个接水点。1.6.5燃气：沿国家体育场西侧的景观路新建一条DN500mm天然气中压管道，由该管道接引一条DN250mm天然气中压，用地内安排2个调压箱。1.6.6供电：为保证供电的可靠性，电源来自两个方向，安慧110千伏和南泥沟110千伏变电站。沿国家体育场西侧的景观路和东侧的湖边路分别新建10千伏电力管道，场内自建相应的配套设施。53 1.6.7信息管道：沿国家体育场东侧的湖边东路新建一条24孔规划信息管道，可解决用地电话、有线电视、宽带等弱电信息需求。1.6.8中水：沿国家体育场东侧的景观路新建一条DN200mm普通中水管道，沿国家体育场东侧的湖边路新建DN350mm高品质中水管道。1.7地勘资料规划的体育场用地，在地貌上处于永定河冲击扇的中部，且位于清河古河道和金沟河古河道之间的台地区。整个台地区地势西北高东南低，地形相对平缓，平均坡度1‰，地面标高约在45.5m左右。根据初步勘察所揭示的规划建设场地深度60m范围内的土层情况，在地表以下一般分布着厚约2m左右的人工堆积层；其下至深度约35m至40m范围内是第四纪粘性土、粉土和局部深度段砂土层的交互沉积土层；再下至60m深度范围内是以卵石、砂土层为主、局部深度段为粘性土层的交互沉积土层。自上向下依次为台地潜水、层间水和承压水。1.8赛事赛场体育场中心区设有一个标准足球场，四周环绕400米9条椭圆形跑道，终点直道10条，供100米短跑及110米跨栏跑比赛使用。跳远和三级跳远场地设在非终点直道外侧，场地内有4个砂坑，4条助跑道。跳高场地和撑杆跳高场地分别设在跑道南北半圆内。在跑道两个半圆之内还分别设有2个掷铁饼场地，2个掷标枪场地，4个推铅球场地。主体育场外设有两块径赛、跳跃项目和投掷项目热身场地，两块场地内各设置一块足球场。第二节工程特点及难点2.1三大奥运理念在施工过程中的体现办好2008年北京奥运会，坚持“绿色奥运、科技奥运、人文奥运”的理念，具有十分重要的意义。作为奥运会的前期筹办建设阶段，也必须坚持这一理念。绿色奥运：把环境保护作为奥运建设的首要条件，制定严格的施工环境标准和保障制度，广泛采用环保技术、材料和手段，确保建设完成的体育场符合国际奥委会的标准。施工场区全方位环境治理，除施工用地外做到绿化美化相结合，改善施工环境，增强全员环保意识，使国家体育场的建设场区成为新时代环保施工的典范。53 科技奥运：运用现代化的科技手段，紧密结合国内外科技最新动向，集成全国科技创新成果，提高科技攻关能力，推进高新技术成果的应用，使国家体育场成为展示高新科技成果和创新实力的窗口。人文奥运：遵循奥林匹克运动的宗旨，宣扬普及奥林匹克精神，以建设国家体育场为主线，开展丰富多彩的文化教育活动，丰富全体施工人员的精神文化生活，增强参加建设的责任心和凝聚力2.2施工环境的管理国家体育场施工过程中，存在有体量大、工期紧、多座大型公建集中施工、施工人员、车辆密集，工种多、市政工程不完全配套等问题。2.2.1协调与市政道路、地铁施工的关系，计算好运输车辆流量，合理分配车辆运营。北侧下沉道路开工时间要避开钢结构使用场地的时间。2.2.2体育场钢结构工程施工难度大，工期紧迫，有一系列的新技术、新工艺、新材料需要论证、开发和应用，利用国际、国内顾问机构、互联网等现代化通讯、和管理手段，征集信息，结合专家论证，优选出最佳方案实施。2.2.3工程复杂，需多工种联合协调施工，施工人员相对众多，对人员的管理是一重要问题。首先将根据不同工种，佩带不同颜色胸牌加以区分，限定及施工及活动区域。2.2.4对施工噪声、施工垃圾的管理。2.2.4.1施工中对于噪音的污染要严格加以控制，以保证周边环境不因施工噪音而受到破坏。严格控制人为噪声，进入施工现场不得高声喊叫、无故摔打模板、乱吹哨，杜绝高音喇叭的使用，最大限度地减少噪声干扰。施工现场噪音按照有关的规定进行控制，不得影响施工现场单位的正常工作。具体限值：土方施工：75分贝；结构施工：70分贝；装修施工：65分贝。从声源上降低噪声，从根本上防止噪声污染。选用低噪音设备和工艺替代高噪音设备与加工工艺，例如低噪音振捣器、风机、电动空压机、电锯等。在声源处安装消声器消声。即在混凝土输送泵、空气压缩机处设置阻抗复合消声器。在传播途径上控制噪音。2.2.4.2废弃物管理消纳达标：废弃物不在现场乱扔，运出后不污染土地搭设封闭垃圾站，建筑垃圾与生活垃圾分离；建筑垃圾应分检再入垃圾站，并找有渣土消纳资质的单位运走。2.3协调与国际公司的关系53 国家体育场工程是一国际化工程，与国际公司做好协调工作也是保证工程顺利进展的重要保证。施工总包机构将专门成立国际协调部门，重点协调工作内容是：2.3.1与国外设计公司及奥组委随时保持沟通，及时把新的设计成果、新的要求传达给现场的施工、设计单位。2.3.2由于工程的特殊性，不少设备、材料需国外定货，按时、保质保证设备、材料进场是保证工程进度的重要一环。2.3.3在工程建设期间，会有地方领导、国家领导人、奥林匹克官员参观、考察工地，指导工作，协助地方作好接待工作。2.4降水工程根据勘探报告国家体育场规划建设场区地表以下50m深度范围内的一般分布有3层地下水：第一层地下水类型为台地潜水；第二层地下水类型为层间水；第三层地下水类型为承压水。降水工程的重点内容为：2.4.1为响应奥运工程理念本降水工程将采用环保节能施工方案 。根据工程特点和环境要求，采用多维渗降法，在场区降深处打水平渗流管，利用自然势能降水，水不外排，无需电力，无能耗损失。2.4.2降水工程必须与土方工程和护坡工程一体化考虑和安排，大面积和大体量的地下水必须在短期内降至工程施工作业面以下，因此要保证降水工程的科学可行性和可靠性；2.4.3降水工程要保证结构工程和防水工程施工的顺利进行，做到万无一失。2.4.4降水工程要完全符合北京市环保要求及地下水资源的要求。2.4.5降水工程要充分考虑必要的经济合理性等。2.5土方工程由于基坑面积大，整个土方工程量很大，约83万立方米，为后续工程施工提前创造出良好的工作面是土方工程的关键之所在。土方工程重点内容为：2.5.1土方工程与护坡工程和降水工程的合理衔接与交叉施工，并互相创造条件，并及时为底板垫层和底板施工创造条件；2.5.2土方工程的施工顺序、施工范围的合理安排以及土方坡道的合理布置；53 2.5.3土方工程施工中，要优先为护坡工程和桩基工程机械设备的施工进出场创造条件；2.5.4土方工程机械设备的有效投入与合理安排，尤其是对土方工程合理、高效的组织，包括多个土方卸土点的选择、多条运输线路的优化选择和车辆分散与分流、对交通线路的疏导与畅通等，确保在计划工期内完成巨大的土方工程量；2.5.5土方工程要为桩基施工及时创造工作面，同时在土方施工过程中要保证地基基础土层不受扰动与破坏；2.5.6土方工程必须符合北京市环境保护要求，科学组织以减少交通拥堵、道路遗洒和噪音对市民生活的影响等。2.6钢结构工程钢结构工程是本工程的重点和难点，是体现2008奥运理念的精华，其主要内容为：2.6.1钢结构加工安装详图设计工作的有效组织，详图设计的深度、质量不仅要完全符合原设计的要求，而且要成为指导整个钢结构制作加工和安装的依据；2.6.2钢结构主构件加工和焊接的精度必须完全满足设计和规范对尺寸、弧形曲率和变形控制等的要求；钢结构的连接件的精加工要完全符合设计对其工艺的要求，确保构件安装的精度和可调节性；2.6.3特大型构件吊装、焊接的施工保证能力、主构架的熔透焊接及其变形控制，焊缝的焊接质量及其无损检测必须完全满足设计和规范的要求；2.6.4大型钢构件拼装场地的准备和对钢构架的试拼装；2.6.5大型构件的运输和运输过程中的变形控制；2.6.6确保整个椭球壳体钢结构的现场安装的精确度、可靠性和安全性；2.6.7钢结构工程与钢筋混凝土结构施工的合理安排，最大限度地减少甚至消除其相互影响。2.6.8要充分考虑钢结构工程的经济合理性等。2.7大体积混凝土钢结构柱的混凝土承台1.5m厚，24根型钢混凝土柱基础最大断面尺寸10.4×10.4×12m均属大体积混凝土施工。施工时应当注意：53 2.7.1确保混凝土配合比的科学合理性，在满足设计强度的同时，要满足本工程耐久年限为100年的要求；2.7.2混凝土工程的机械设备的有效投入与合理安排，尤其是对混凝土工程的合理、高效的组织，包括多个预拌混凝土供应点的选择、多条运输线路的优化选择和车辆分散与分流、对交通线路的疏导与畅通等，确保在计划工期内完成巨大的混凝土工程量；2.7.3混凝土浇注的顺序和采取的方法和措施要确保不出现施工冷缝；2.7.4混凝土的温度要得到严格有效的控制；2.7.5混凝土的添加剂和添加量的最佳选择和控制以及对混凝土粗细骨料的质量及其含碱量的控制；2.7.6模板加固支撑要经过验算，确定最佳方案。2.7.7混凝土的施工缝合理划分与施工处理等。2.8设备安装工程由于国家体育场工程的重要性与特殊性，此部分内容是实现体育场工程的使用关键所在，其重点内容为：2.8.1各专业施工详图的二次设计和各系统的综合配套图纸深化设计和工艺设计；2.8.2各种设备、材料、机电系统和转播设备的选型及其档次和质量标准的确定，确保工程的使用功能、设计功能和标准档次；2.8.3对重要的设备、材料的加工制造进行极其有效的工厂监造；2.8.4 现场机电安装工程、弱电智能化系统、转播设备安装和装修施工的交叉施工，系统和设备的调试等。2.9工程总承包管理施工总承包管理的重点内容为：2.9.1明确总承包的地位，有效协调工程各方的工作关系，争取政府各相关部门的有利支持。2.9.253 对工程图纸进行二次综合深化设计和加工，结合施工现场，对设计工作进行全面有效的协调。2.9.3通过招标选择专业分包商，确保各分包商在资质、价格、工期等各方面均是最优秀的。2.9.4对设备、材料的选型、定货、加工制造与监控，对设备、材料的质量目标和档次的严格界定和把关。2.9.5在施工和管理方面大力采用计算机技术，全面实行网络化管理。确保关键线路和主导工期。2.9.6对工程质量的严格、有效地控制，确保工程实现过程精品。2.9.7对各专业承包商的严格控制、管理、协调以及各专业承包商相互之间的密切配合。第三节施工部署3.1施工任务的组织分工国家体育场采用施工总承包的方式，总包单位负责有关工程施工的全部工作，并在投资、工期、质量、造价、安全等各方面对项目公司负责。总包单位领导各分项施工的二级公司，二级公司下设施工项目经理部，负责具体施工任务，从而形成完整的三级工程指挥生产系统（见附图1-1）。53 附图1-1施工总承包组织机构图53 3.1.1项目经理附表1-1项目经理岗位职责岗位职责1）全面主持项目执行机构日常工作；2）项目施工过程的全职组织者和指挥者；3）组织编制项目施工组织设计、质量计划、大型或复杂施工技术方案、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案并督促落实工作；4）审批项目实施进度计划、预算、报表；5）审批各类分包和供应商的选择工作；6）根据项目公司的授权，处理项目实施中的重大紧急事件，并及时向董事会报告；7)组建总承包管理层机构8)决定重大项目奖励分配方案9)负责与业主、监理、设计等的协调和沟通组织领导工作；10)负责组织协调项目机构后方生产资源和技术服务的支持；11)负责工程的竣工交验工作。资格条件1）大学本科以上学历，高级职称，国家一级项目经理资质；工程类专业；2）十五年以上建筑施工工作经历，十年以上项目经理管理经验，有特大型项目项目经理工作经历；3）50周岁以下，身体健康，精力充沛4）为人正直，坚持原则，持重宽容，善于协调沟通；5）较高的领导艺术和合作精神；具有较强的超前意识和困难承受能力；较强的谈判和沟通能力；53 6）较好地掌握各项现代管理技术、知识以及熟悉国内、国际工程管理和合同管理；委派单位北京建工集团有限责任公司拟派人选张立元3.1.2项目副经理附表1-2项目副经理岗位职责岗位职责1）协助项目经理，具体负责项目基础、土建、钢结构、装修、机电等施工生产的进度、质量、安全、进度的组织、控制和管理工作；2）负责项目质量保证计划、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案编制和落实工作；3）负责阶段进度计划的编制、分解、协调和落实工作；4）负责项目质量目标、进度目标、安全文明施工目标和质量奖目标的策划、组织、管理和落实工作；5）负责与业主、监理等的现场协调和沟通的组织领导工作；6）参加分包商和供应商选择的组织工作；7)协助项目总工程师/副总工程师组织新材料、新技术、新工艺、新产品在本工程的推广应用和技术总结工作；8）具体负责工程阶段交验和竣工交验工作组织领导工作；9）具体负责协调项目机构后方生产资源支持服务的落实。委派单位北京国金管理咨询有限公司北京建工集团有限责任公司拟派人选杨波高振铭陈永生石萌53 3.1.3总工程师附表1-3总工程师岗位职责岗位职责1）协助项目经理主管技术准备部、设计部、质量部和测量管理部等工作；2）组织相关部门和人员代表施工总包机构参与与业主、监理或设计方等就施工方案、技术、设计、质量、专业分包等方面问题的会议、磋商；3）主持施工组织设计和重大技术方案的编制并负责审核、把关；负责分包商技术方案的审核工作；4）协助项目经理主持项目质量策划，并监督技术方案和施工组织设计落实工作；5）对新技术、新工艺、新材料本工程的应用进行指导把关；6）协助项目经理监督施工质量，组织创优工作；7）竣工图、竣工资料、技术总结等工作负责；8）负责组织对工人和劳务队伍的岗前技术培训工作；委派单位北京建工集团有限责任公司拟派人选石萌3.1.4合约估算部经理附表1-4合约估算部经理岗位职责岗位职责1）协助主管项目副经理实施工程建设经济文件准备、项目合同、经营事务，具体负责项目合同管理、造价确定以及二次经营等事务的日常工作；2）负责项目预算的编制、成本控制和结算工作；53 3）具体负责本项目分包招标文件的编制工作；4）负责分包商资质文件的审核；参与供应商的选择工作；5）参与项目质量保证计划的编制工作；配合财务部编制资金计划、竣工决算报告以及有关清算工作；6）负责与业主和分包的结算工作，编制项目月度请款、分包付款文件；7)其他商务方面的工作。3.1.5财务部经理附表1-5合约估算部经理岗位职责岗位职责1）协助主管项目副经理，具体负责项目商务、财务和税务、保险、信用证的办理和日常管理事务；2）负责项目资金计划和各类财务报表的编制工作；3）参与分包商和供应商的选择工作；4）负责联合体银行业务和合法纳税业务，包括协助物资采购部的进口纳税业务；5）具体负责工程款的收支工作；6）配合合约估算部成本控制工作和准备竣工决算报告；7）协助办理总承包联合体登记注册和解体清算工作。3.1.6物资采购部经理附表1-6物资采购部经理岗位职责岗位职责1）协助主管项目副经理负责项目物资、设备的采购和供应工作，为施工提供基础物资价格数据；2）具体负责项目物资采购计划、进场计划和统计工作；53 3）负责物资供应商的推荐工作及供应商的日常管理工作；4）负责编制项目物资领用管理制度和日常管理工作；5）参与质量保证计划的编制；配合财务部编制资金计划；6）负责物资开箱验收、进出库管理和仓储管理；负责验收所有进场物资的数量、质量，协助技术部做好相关技术资料的收集整理工作；7）负责进口物资的检验、报关、清关业务；8）具体负责竣工时库存物资的善后处理；9）负责与施工总包机构的后方采购供应支持的协调联系；10）及时准确地为施工生产部门提供呈报业主和监理工程师审批的各类材料样品。3.1.7行政管理部经理附表1-7行政管理部经理岗位职责岗位职责1）协助主管项目副经理负责项目人事、劳资、办公、固定资产、对外公关宣传等行政事务；2）负责人事用工和劳资分配制度的编制及日常管理工作；3）在财务部协助下，具体建立负责施工总包机构内部固定资产的采购、登记造册和日常管理工作；4）具体负责施工总包机构办公制度的编制和日常管理；负责办公用品的采购发放，交通车辆管理，文件传递和存档等；5）具体负责联合体对外公关和宣传接待组织工作；6）负责办理总承包联合体登记注册工作并配合相关部门进行联合体解散清算工作。53 3.1.8工程部经理附表1-8工程部经理岗位职责岗位职责1）协助主管项目副经理负责项目生产组织、进度计划落实、施工方案的实施、工序协调、分包、分共方管理、质量控制等工作；2）参加编制项目质量计划、各类施工技术方案、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案；3）负责组织和完成项目开工前期现场准备工作；4）负责进度计划编制及职责范围内的进度计划的细化和落实；协助安全文明施工、质量体系运行和争创质量奖工作；5）参加相关分包商的选择工作；6）协助技术准备部，编制职责范围内工程的物资需求计划；7）负责填写施工日志，协助技术部门的技术资料收集整理工作；组织项目阶段交验和竣工交验；8）负责职责范围内工程分包商现场施工的管理控制工作和与业主、监理工程师联系进行分部分项工程的检查；9）协助项目副经理实施与施工总包机构联系后方生产资源的支持和配合。3.1.9工程部副经理（装修）附表1-9工程部副经理（装修）岗位职责岗位职责1）协助项目副经理工作，负责项目精装修工程生产组织、进度落实、施工方案实施、工序协调、质量控制等工作；2）参与编制项目质量保证计划、各类施工技术方案、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案；53 3）协助采购部准备符合合同要求的装修材料样品，负责装修材料样品的呈报工作；4）参与进度计划的编制，负责职责范围内的进度计划的细化和落实工作；5）参与相关分包商和供应商的选择工作；6）协助安全文明施工、质量体系运行和争创质量奖工作；7）协助技术准备部，编制职责范围内工程的物资需求计划；8）负责填写施工日志，协助技术准备部的技术资料收集整理工作；参与项目阶段交验和竣工交验；9）负责职责范围内工程分包商现场施工的管理控制工作和与业主、监理工程师联系进行分部分项工程的检查；10）协助项目副经理实施与施工总包机构联系后方生产资源的支持和配合。3.1.10工程部副经理（机电）附表1-10工程部副经理（机电）岗位职责岗位职责1）协助项目副经理工作，负责项目机电安装工程的生产组织、进度计划落实、施工方案的实施、工序协调、质量控制等工作；2）负责业主直接发包项目，如剧场设备等工作的协调、现场施工的配合；3）参与编制项目质量保证计划、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案；4）负责编制机电安装工程各类施工技术方案；53 5）协助采购部准备符合合同要求的设备材料样品或资料，负责具体呈报审批工作；6）参与进度计划的编制，负责职责范围内的进度计划的细化和落实工作；负责与土建和装修工序的配合协调工作；7）参与相关分包商和供应商的选择工作；8）协助安全文明施工、质量体系运行和争创质量奖工作；9）负责编制职责范围内工程的物资设备需求计划；10）负责填写施工日志，协助技术准备部的技术资料收集整理工作；参与项目阶段交验和竣工交验；11）负责职责范围内工程分包商现场施工的管理控制工作和与业主、监理工程师联系进行分部分项工程的检查；12）协助项目副经理实施与施工总包机构联系后方生产资源的支持和配合。3.1.11工程部经理（钢结构）附表1-11工程部经理（钢结构）岗位资格岗位职责1）协助项目副经理工作，负责项目钢结构制作安装工程的生产组织、进度计划落实、施工方案的实施、工序协调、质量控制等工作；2）参与编制项目质量保证计划、安全文明施工组织管理方案、环境管理方案、职业健康安全管理方案；3）负责编制钢结构制作安装工程各类施工技术方案；4）协助采购部准备符合合同要求的设备材料样品或资料，负责具体呈报审批工作；53 5）参与进度计划编制，负责职责范围内进度计划的细化和落实工作；负责与土建、装修和机电工序配合协调工作；6）参与相关分包商和供应商的选择工作；7）协助安全文明施工、质量体系运行和争创质量奖工作；8）负责编制职责范围内工程的物资设备需求计划；9）负责填写施工日志，协助技术准备部的技术资料收集整理工作；参与项目阶段交验和竣工交验；10）负责职责范围内工程分包商现场施工的管理控制工作和与业主、监理工程师联系进行分部分项工程的检查；11）协助项目副经理实施与施工总包机构联系后方生产资源的支持和配合。3.1.12技术准备部经理附表1-12技术准备部经理岗位职责岗位职责1）协助项目总工程师工作，负责项目施工的技术准备工作；2）具体负责招投标阶段技术标的编制工作；3）参与编制项目质量保证计划。安全文明施工组织管理方案；负责机电工程外的各类施工方案的编制工作；协助机电部编制机电安装工程施工方案；4）具体负责测量技术方案的编制工作；5）具体负责现场总平面的布置方案及其调整方案；6）参与相关分包商和供应商的选择工作；7）协助安全文明施工、质量体系运行和争创质量奖工作；8）负责编制工程的物资需求计划；53 9）负责技术资料收集整理工作，项目阶段交验和竣工交验；10）协助项目副经理实施与联合体母体联系后方技术力量和资源的支持和配合；11）负责新技术、新材料、新工艺、新产品在本项目的推广应用和科技成果的总结工作；12）与质量部紧密配合，共同负责工程创优和评奖活动。3.1.13设计部经理附表1-13设计部经理岗位职责岗位职责1）协助项目总工程师，配合设计部总建筑师负责项目与设计方协调以及承包商内部二次设计和深化设计工作；2）具体负责与业主、监理和设计方沟通，了解掌握设计意图，并获取项目图纸供应计划并掌握供图动态；3）尽最大可能，协助设计方的设计工作。在必要的时候，组织本部门协助设计方进行二次设计和深化设计工作，尽力将设计对工期的可能造成的不利影响降到最低；4）将承包商进行的二次设计或深化设计图纸呈报业主或监理审批，负责内部设计交底工作；5）图纸复印、分发、保管及受控管理；6）组织相关部门负责竣工图编制工作；7）向业主、监理和设计方提出设计方面的任何可能的合理化建议；3.1.14安全文明部经理（兼安全总监）53 附表1-14安全文明部经理（兼安全总监）岗位职责岗位职责1）协助项目副经理工作，和安全总监一道，负责项目安全生产、文明施工和环境保护工作；2）参与编制项目质量保证计划，负责编制安全文明施工组织管理方案、职业健康安全管理方案并监督实施；3）负责安全生产和文明施工的日常检查、监督、消除隐患等管理工作；4）负责管理人员和进场工人安全教育工作；负责安全技术审核把关和安全交底；负责每周的全员安全生产例会；5）参与相关分包商和供应商的选择和管理工作；6）负责项目争创“北京市文明安全工地”的组织和管理活动；负责安全目标的分解落实和安全生产责任制的考核评比；负责开展各类安全生产竞赛和宣传活动；7）负责制定安全生产应急计划，保证一旦出现安全以外，能立即按规定报告各级政府机构，保证项目施工生产的正常进行，负责准备安全事故报告；8）负责安全生产日志和文明施工资料的收集整理工作；9）配合行政部，做好项目对外宣传工作；10）与行政部一道，共同负责协调周边关系，处理施工民扰和扰民问题和特殊交通运输问题等；3.1.15质量部经理53 附表1-15质量部经理岗位职责岗位职责：1）协助项目副经理工作，负责项目质量监督、质量管理、创优评奖和ISO9000贯标工作；2）配合项目质量总监管理项目质检小组的工作，实施项目过程中工程质量的工作，并与政府质量监督对口工作；3）负责管理落实质量记录的整理存档工作，协助项目总工程师进行竣工资料的编制工作；4）负责编制质量保证计划并监督实施、过程控制；5）负责项目全员质量保证体系和质量方针培训教育工作；6）负责分部分项工程工序质量检查和质量评定工作；7）参与相关分包商和供应商的选择和日常管理工作；8）负责质量目标的分解落实，编制质量奖惩责任制度并负责日常管理；9）负责工程创优和评奖策划、组织、资料和日常管理工作；10）最终负责竣工和阶段交验技术资料和质量记录整理、分装工作；与技术准备部共同负责项目阶段和竣工交验；11）负责质量事故的预防和整改处理工作。3.1.16现场保安部经理附表1-16现场保安部经理岗位职责1）协助项目副经理工作，具体负责项目安全保卫工作；2）具体负责施工现场以及与本工程实施有关的加工、基地、驻地等场所的保安措施的制定、保安人员的配备和管理以及监督落实工作；53 3）有贵宾参观现场时协助相关部门实施特别保卫工作；4）现场交通管理和指挥工作；5）现场人员、车辆出入管理工作；6）现场材料、物资、机械设备等的看管工作；7）防火、防盗、联防等工作；3.2流水段划分及施工总体安排国家体育场工程总建筑面积近30万平米。其中，主体育场按图纸设计伸缩缝分区划分四个区施工，每区内再划分为若干个施工流水段施工。详见下图：附图1-2地下室施工分区示意图附图1-3地上结构施工分区示意图3.2.1土方工程3.2.1.1土方机械尽量提早进场，修整道路、平整场地。土方施工按照流水段分区多头同时进行，以保证工期的要求。53 3.2.1.2协调与周边相邻施工单位的土方车辆的运行路线，合理分流，保证车辆运行流畅。3.2.1.3选择多个卸土场备用，尽量使用最近场地，如遇到卸土场变化或交通问题可及时调整卸土地点。3.2.2钢筋混凝土结构工程钢筋混凝土结构施工是本工程的基础，它完成的时间直接关系本工程的重点钢结构施工开始的早晚。底板施工完成后，立即分成小流水段加速施工，模板支撑拆除后对室内结构全部进行支撑，为钢结构施工作准备。3.2.3钢结构3.2.3.1 钢结构劲性柱基础施工完成后，暂停上部工程，待内部钢筋混凝土看台施工完成，外脚手架拆除后再开始继续施工。3.2.3.2设计图纸二次深化由专业承包商完成，其中包括加工和安装详图，同时进行材料定货；3.2.3.3进行钢结构零部件的加工，同时完成整体试拼装的各项准备工作；3.2.3.4根据运输条件和现场安装起重能力，每榀钢肋梁（主构架）分节运至现场；3.2.3.5进行现场平面拼装、焊接；体育场内安装平台井字支撑架搭设可与钢筋混凝土结构施工同步进行；3.2.3.6进行主构架吊装就位，通过测量、校正之后，连接次构架后，再进行主构架与可开启屋盖行走轨道的焊接；3.2.3.7在立面钢结构安装完成后，及时进行整体验收，才可进入钢结构的可开启屋盖施工。可开启屋盖在开启位置拼装；3.2.4机电安装工程3.2.4.1进场后即派出设计部门配合设计单位进行施工图的设计；进行施工详图、机电综合图的设计；3.2.4.2土方施工时进行施工队伍的组织，机电材料、设备的选型和订货；3.2.4.3结构施工时进行机电管线的预埋和机电孔洞的预留；53 3.2.4.4地下结构完成后，即插入机电管线的施工，与装修进行流水组织；3.2.4.5配合精装修的面层施工同时，即进行机电各系统的调试和联合调试；3.2.4.6优先保证设备机房的安装调试和电梯的安装施工；3.2.5装修与装饰工程3.2.5.1按照工期要求，装修工程和设备安装分成两个阶段性实施计划，组织进行施工。3.2.5.2装修工程于结构施工完毕后，留出4个月的时间，使机械设备全部就位和机电管线的大面积施工后，进行房间的封闭，同时开始面层施工和室外立面的装修；3.2.5.3装修工程在结构和粗装修施工时，将装修材料全部定型，在粗装修施工后期插入，优先完成设备机房的施工；3.2.5.4各种电子设备运到现场，实现房间封闭后，再进行联合调试。3.2.6室外总图和绿化工程3.2.6.1钢结构工程完成后再进行热身场地的施工；3.2.6.2东侧水池可随着热身场地结构施工同步进行；3.2.6.3在钢结构施工后期充分进行埋地管网的施工准备工作，于2006年8月集中进行市政管网施工与接驳；优先完成供水、供电、排水，保证调试用水、用电和临水及临水消防的拆除，提供装修工作条件；3.2.6.4市政管线完成后，进行土方的回填和道路的施工，并于2006年6月开始进行体育场内、外绿化施工；3.3“七通一平”规划按照奥运工程总体战略计划，体现绿色奥运精神。工程建设期间均使用环保热源。动力、市政等设施均已做至现场红线以外，包括供水、供电、天然气、热力、排水、通讯和道路。要求设计提前完成场区内外线图纸设计，结合临时暂设布置，将正式外线与暂设外线同时配合施工，以减少后期外线施工的压力，降低成本。全部准备工作在2003年11月底前完成。3.3.1上水由四环主干路供水网引至场区南北两侧，再由此处引入现场，场内供水分南北两区分开进行，53 3.3.2排水采取雨污水合排的方式，场区内分做南北两区，沿道路两侧作暗排水沟，厨房外做隔油池，雨污水汇集进入场区外侧的市政临时排水沟向东排入北辰东路市政管线，最后汇入主干渠。3.3.3根据北京市建委的规划，国家体育场建设期间的用电由大屯变电站引出，在场区南北两侧各设一个变压器，由此引入场内。暂设用电方案详见本章第九节。3.3.4按照施工平面图纸的安排，路宽为6m。施工道路地基碾压密实，路基用20cm级配石，面层做20cm厚C25混凝土。道路表面向两侧排水沟找坡。道路转弯曲线半径最小不小于21m。3.3.5为保证信息的及时沟通，参加建设的每一个项目部要求安装传真机，ADSL宽带电话线，施工现场内建立局域网，保证信息联络畅通。3.3.6按照场内自然标高结合施工场地排水方向，自东向西、自南向北，用推土机清除地表渣土表面碾压密实。第四节施工准备组建国家体育场现场施工总包机构，明确各部门责任、义务、权利。确定工作流程程序。4.1技术准备4.1.1国家体育场结构复杂、设备繁多、要求工艺先进、质量严格，施工之前首先要认真理解有关合同中各项要求，分解阶段工作目标，充分理解设计意图，深化图纸设计，为顺利施工打下坚实的基础。4.1.2在各建筑、结构图纸的基础上，综合各专业做出各种设备、管线综合布置图，发现问题及时与设计沟通，取得共识。4.1.3根据给定永久性坐标和高程，按照建筑总平面的要求，进行施工场地控制网测量。设置场区永久性控制测量标桩，作为场区内所有建筑物定位依据。4.1.4根据图纸分阶段编制施工组织总设计及各分包项目的施工组织设计。4.2物资准备53 4.2.1根据施工总体进度计划，各分包单位制定物资采购、供应计划。4.2.2协调各分包单位制定物资设备定货招标工作，明确招标标准，招标程序，统一制作标书为下一步物资采购作好准备。4.2.3奥运工程的特殊性，对于某些材料在环保方面的要求高于国家标准，针对这些材料，提前组织科研单位、生产厂家技术攻关，生产出满足奥运标准的环保材料。国内不能解决的，在国际上招标采购。4.2.4以材料进场计划为依据，做好现场施工平面图中材料存放场地的平整、夯实、排水和围挡工作。4.3劳动力组织准备4.3.1不同分项工程在不同施工部位，有不同用工情况，分阶段制定有效劳动力需用量计划，保障生产顺利进行。4.3.2选择参加过同类型大型工程建设的并且管理素质高的施工队伍，确保特殊工种持证上岗。签定劳务用工合同。4.3.3为落实施工计划和安全技术责任制，应按管理系统逐级进行交底。其中包括：工程施工进度计划和月、旬、周作业计划，各项安全技术措施、降低成本措施和质量保证措施；质量标准和验收规范要求；树立参加奥运会工程建设的使命感和责任感。4.4施工现场准备4.4.1根据施工总平面布置完成施工场地的上下水、施工用电、施工道路、场地平整工作。按消防要求设置足够数量的消火栓。其中，暂设用电方案详见本章第九节。4.4.2完成临时暂设，划分好卫生责任区，为正式开工准备好用房。4.4.3组织施工机具进场，根据需用量计划，按施工平面图要求，组织施工机械、设备和工具进场，按规定地点和方式存放，并应进行相应的保养和试运转等项工作。4.5施工场外协调办理场外各种手续，特种车辆通行证；完成场外临时道路施工；确定场外加工点征地工作，外运土方卸土点；与设计、监理、顾问公司充分沟通，建立正常的工作关系，以利日后工作的开展。53 4.6施工准备工作计划附表1-17施工准备工作计划表序号项目施工准备工作内容负责单位涉及单位最迟完成日期1平整场地/土建项目部/03.08.302定位控制桩建筑物、暂设定位土建项目部各参建项目公司03.08.303暂设施工围墙、办公、生活区土建项目部各参建项目公司03.09.304物资准备施工用前期材料、设备进场各参建项目公司/03.12.205劳动力准备组织劳动力进场各参建项目公司施工项目部03.12.206技术准备编制各分项施工方案各参建项目公司施工项目部03.12.107施工场外协调完成场外用地征地各参建项目公司相关地方单位03.12.10第五节劳动力及主要机械、设备、仪器计划由于土方开挖、桩基工程、基槽支护和钢结构工程的施工都由专门的专业公司进行，故以上工程的主要机械、设备、仪器计划详见基础施工方案和钢结构施工方案。以下是施工各阶段的劳动力及土建施工阶段主要机械、设备、仪器计划：5.1劳动力计划53 附表1-18劳动力计划表施工准备阶段土方开挖桩基阶段地下室混凝土施工阶段地上结构施工阶段装修阶段钢筋工060100060080木工4001400800800混凝土工406020012080架子工4040200400160瓦工4004001200壮工8080160160160抹灰工600600800防水工10060080油工40000600测量工1620404040试验工88202020电焊工810404040机工88404040临设水暖工208888临设电工3232323232合计442326330022604140劳动力柱状图如下：53 附图1-4劳动力柱状图附表1-19钢结构施工劳动力计划表工种人数工作内容起重工60钢结构运输安装起重工60钢结构组拼、起吊、就位测工10验线、放线、构件组拼、安装、跟踪测量架子工40搭设拼装平台、支撑支架、提升设备安装等高强度螺栓安装24高强度螺栓施工手工电弧焊工40施焊（包括预热温度）CO2气体保护焊工80施焊（不包括现场拼装焊工是制造厂配）直流焊机气刨工8气刨焊机维修工8电工8负责电器设备气割工16提升组20正式提升人员提升组辅助人员40准备工作、提升过程及提升完毕收尾工作防腐40除锈、喷涂防火涂料40除锈、喷涂53 附图1-5钢结构施工劳动力柱状图附表1-20机电施工劳动力计划表施工准备阶段土方开挖桩基阶段地下室混凝土施工阶段地上结构施工阶段装修阶段电梯工000080电气焊工02080100100电工1340300400500管工1010400500500通风工00400500500保温工000200200配合工310100200200合计268012801900208053 附图1-6机电施工劳动力柱状图5.2土建主要机械、设备计划附表1-21土建主要机械、设备计划表序号设备名称设备型号数量单台功率总功率使用阶段1塔式起重机H3/36B（FO/23B）870kW560kW主体结构2混凝土地泵HBT608110kW880kW主体结构3混凝土布料杆M17-1254//主体结构4混凝土搅拌机JS-500828kW224kW装修5砂浆搅拌机400L84kW32kW装修6压刨MB106C84kW32kW主体结构7木工圆盘锯MJ10684kW32kW主体结构53 8电锯M3Y-50084kW32kW主体结构、装修9无齿锯/301.5kW45kW主体结构10交流电焊机BX5003250kW1600kW主体结构11钢筋切断机GJ40-1204kW80kW主体结构12钢筋弯曲机GW40125.5kW66kW主体结构13蛙式打夯机HW-20201.1kW22kW主体结构14插入式振捣棒ZX-501001.5kW150kW主体结构15外用电梯SCD100/100A850kW400kW装修16台钻ST-2481.5kW12kW装修17高压水泵/418.5kW74kW主体结构、装修18云石机/500.5kW25kW装修19手锯/500.5kW25kW装修5.3主要仪器计划附表1-22主要仪器计划表序号器具名称单位数量备注1温湿度自动控制器台42天平台83台秤台853 4高低温度计支405干湿温度计支46坍落度桶个8100×200×3007混凝土试模组80100×100×1008砂浆试模组4070×70×709混凝土抗渗模组24175×185×15010电子砰秤台4第六节参建各方协调管理与控制合同制约管理制度、工作程序、配套计划构成了完善的计划管理体系。完善工作程序，建立管理制度是计划管理的重要内容。6.1立足于总承包商地位，发挥综合协调管理的优势现场施工管理机构，以和约为控制手段，以总控计划为准绳，调动各分包商的积极性，发挥综合协调管理的优势，确保各项目标的实现。6.2建立例会制度保证各项计划的落实国家体育场施工管理机构建立现场例会制度，包括经理部部门经理以上人员会议，协调内部管理事务；各分包商生产经理共同参加的生产、质量会议，总结上一周期生产进度，工程质量，制定下一周期安排；项目公司代表、施工单位、监理召开的例会，分析工程进展形势，互通信息，协调各方关系，制定工作对策。通过例会制度，使施工各放信息交流渠道通畅，问题及时解决。6.3建立工期奖惩制度53 根据工期总体进度计划按时间顺序制定各分包项目的完成工期，明确奖惩制度，层层落实，定期考核，把施工管理与每一个人联系起来。6.4计算机项目管理信息系统现场将全面采用《建筑工程施工项目管理信息系统》，以项目计算机局域网络为基础，建立项目管理信息网络。实现高效、迅速并且条理清晰的信息沟通和传递。另外项目公司在因特网上建立国家体育场网站，向全社会及时公布工程的进度、质量动态，开展网上招投标和电子商务，以减少中间环节，提高工作效率，加快工作进程。6.5完善图纸综合处理钢结构和设备安装施工是本工程的重点，由于图纸是按专业分别设计，且设备安装复杂，许多问题往往再最后装修阶段才得以发现，为解决这一问题，需要协调各专业技术人员，在施工之前绘制综合设备布置图，达到将问题提前解决的目的。并且保证图纸能够及时、准确到位，满足施工进度的要求。第七节施工总进度计划7.1工程总目标与阶段目标本项目将采用四级进度计划进行控制与管理，必要的部位将在四级计划的基础上编制五级以上的更详尽的实施进度计划。四级计划分别是一级进度计划——里程碑进度计划。此计划由项目公司与北京市奥组委安排确定。二级进度计划——施工总承包联合体编制的指导性计划，及各段总进度计划合并的总控制性计划。此计划根据各分包商在里程碑计划控制下编制、上报并经协调的施工总进度计划的基础上形成的，经确认后为整个工程的控制性目标计划。三级进度计划——各分包项目部编制的各项工程详细施工总进度计划。此计划反映各分包商对所承包的项目内容的总体安排。四级进度计划——根据详细施工总进度计划编制的现场作业实施计划。此计划有承包商在三级计划的基础上根据开工时间的前后，逐渐细化而来。是对三级计划的进一步分解，作为作业实施与现场进度协调的依据。53 工程开工时间：2003年12月24日；工程竣工时间：2006年10月31日。在工程实施过程中，制定里程碑计划保证总体计划完成。7.2施工保障计划此计划是完成专业工程计划与总控计划的关键，其牵涉到参与工程的各个单位，内容包括：7.2.1图纸计划：此计划要求的是分项工程所必须的图纸的最迟提供期限，这些图纸包括：Ⅰ类结构、建筑施工图，Ⅱ类钢结构、玻璃幕墙加工制作详图，施工安装节点详图，机电预留预埋详图、系统综合图以及精装修、灯光音响舞台效果施工图。其中详图和综合图等是在总承包商的综合协调下，由专业分包商深化，分包商图纸深化能力如何是制约专业工程的关键，因此对分包商的考察过程中，其必须具有对图纸深化的保障能力。图纸计划应该在合约中体现。7.2.2方案计划：此计划要求的是拟编制的施工组织设计或施工方案的最迟提供期限。“方案先行、样板引路”是保证工期和质量的法宝，通过方案和样板制订出合理的工序，有效的施工方法和质量控制标准。7.2.3分供分包计划：此计划要求的是分项工程开工所必须的分供、分包合同最迟签定期限。由于本工程的重要性和施工的难度，对分供方和分承包方的选择是极其重要的工作。在此计划中充分体现了对分包商、分供商的发标、资质审查、考察、报审和签认期限，其合同的签定是总控计划的里程碑。7.2.4物资及大型施工机械进场计划：此计划要求的是分项工程所必须的材料、设备以及重大技术措施所需物资的最迟进场期限。对于特殊制作加工和国外供应的材料和设备应充分考虑其加工周期和供应周期。7.2.5施工机械与临时设施退场计划：为保证下道工序的尽快插入，对桩基设备、挖土设备、吊装设备、钢结构临时支架以及部分临建设施等制定的最迟退场或拆除期限。为保证此项计划，应根据设备的技术指标编制细致可行的退场拆除方案，在现场内提前创造条件。7.2.6质量验收计划：分部工程验收是保证下一分部工程尽快插入的关键，本工程由于工期紧张，分部验收必须及时，土方验槽、结构验收必须分段进行。此项验收计划需要质量监督部门，政府专业主管部门积极配合。53 第八节施工进度保证措施8.1建立完善计划保证体系建立完善的计划保证体系是掌握施工管理主动权、控制施工生产局面，保证工程进度的关键一环。本项目计划体系将以日、周、月、年和总控计划构成的工期计划为主线，并由此派生出一系列技术保障计划、商务保障计划、物资保障计划、质量检验与控制计划、安全防护计划及后勤保障计划，在各项工作中作到计划先行，使各项工作管理形成有条不紊、层次分明、深入全面、贯彻始终的特色。8.1.1采用科学的四级网络编制施工总控计划：一级网络根据工程总工期控制工程各阶段里程碑目标；二级网络根据各阶段分项工程的工期目标控制分解成分部的目标；三级网络控制指导每日主要工序生产控制日计划和周计划。通过对关键线路施工编制标准工序，建立计划统计数据库，利用项目管理信息系统对工期进行全方位管理。8.1.2制定派生计划：工程的进度管理是一个综合的系统工程，涵盖了技术、资源、商务、质量检查、安全检查等多方面因素，因此根据总控工期、阶段工期和分项工程量制定出技术保障、商务合同、物资采购、设备定货、劳动力资源、机械设备资源等派生计划，是进度管理的重要组成部分，按照最迟完成或最迟准备的插入时间原则，制定各类派生保障计划，作到各项工作有备而来，有章可循。8.2技术工艺的保证8.2.1编制有针对性的施工组织设计、施工方案和技术交底：本工程将按照方案编制计划，制定详细的、有针对性和操作性的施工方案，从而实现在管理层和操作层对施工工艺、质量标准的熟悉和掌握，使工程施工有条不紊的按期保质的完成。施工方案覆盖面要全面，内容要详细，配以图表，图文并茂，作到生动形象，调动操作层学习施工方案的积极性。8.2.2广泛采用新技术、新工艺、新材料：先进的施工工艺、材料和技术是计划成功的保证。根据工程特点和难点采用先进的施工技术和材料，提高施工技术，保证工程质量。在材料选用方面，按照国家体育场施工总包机构统一制定的材料标准，建立材料选用计划。8.3总包管理的保证53 8.3.1加强对施工图的深化：钢结构和设备安装施工是本工程的关键技术，根据以往的施工经验，设计往往不能满足加工制作以及现场施工的要求，需要总承包商与专业分包商进行进一步的详图设计。我们将建立施工详图设计部协调配合施工详图的设计，并且保证图纸能够及时、准确到位，满足施工进度的要求。8.3.2根据不同阶段加强现场平面布置图管理：我们将根据土方、基础、结构、钢结构、装修等不同阶段的特点和需求设计现场平面布置图，平面图涉及现场循环道路的布置、各阶段大型机械的布置、各阶段材料堆场等方面的布置。各阶段的现场平面布置图和物资采购、设备订货、资源配备等辅助计划相配合，对现场进行宏观调控，在施工紧张的情况下，保持现场秩序井然。现场秩序井然是施工顺利进行和保证工期的重要保证之一。8.3.3加强与社会各界的协调：在施工过程中，影响生产的因素很多，我们将建立工程协调部，加强对公安、交通、市政、供电供水、环保市容等单位的协调，进一步保证施工生产的正常进行。尤其是场区西侧及北侧的地铁和成府路下沉道路施工，与体育场施工同时进行，对施工运输、场地安排有较大影响，协调好与相关单位的施工安排，也是保证工期的重要措施之一。8.3.4加强业主、监理、设计方的合作与协调：投标人将通过在现场业主、监理以及专业分包商之间建立INTRANET网络环境，加强现场内部参战各方的配合与协调，使现场发生的技术问题、洽商变更、质量问题以及施工报验等能够及时快捷地解决。第九节暂设用电方案9.1工程概述本工程作业面大，涉及施工项目多，临时用电量大，各施工单位要在项目经理的统一领导下，听从指挥，协调合作，保证用电安全。临时用电施工方案由电气技术人员编制，由上级主管部门负责审批，安全部门严格监控与实施。53 国家体育场工程临时用电施工方案根据施工各阶段提出的用电数据、现场实际情况和《施工现场临时用电安全技术规范》要求编制。本方案分为土建结构施工期间和设备安装及装修期间三个阶段，分别根据各阶段的施工用电量进行计算，取其最大值作为本工程暂设用电所需变压器容量的计算依据。根据不同阶段的不同用电需求，制定相应用电配置方案，满足施工需要，符合安全部门的安全质量检查要求。9.2变压器容量计算国家体育场工程的总用电量包括现场生活区及办公区用电量，以及施工机械和照明的用电量两部分。其中现场生活区及办公区用电量按施工人员最高峰时用电量考虑，而施工用电量选取施工各阶段用电量最大值。S总=1.05~1.1[K1×∑P1/cosφ+K2×∑P2](kVA)公式1公式中P1为设备功率，P2为设备视在功率，K1、K2为需要系数，cosφ为设备功率因数。根据施工经验，本式中安全系数取1.1；K1=K2=0.6；cosφ=0.75，代入公式1，则：S总=0.66×[∑P1×4/3+∑P2](kVA)公式29.2.1生活区及办公区用电量根据施工总体部署，生活区及办公区主要集中在现场北部，包括宿舍、食堂、浴室、活动室和办公室。共有宿舍房间488间，厕所7间，食堂10座，浴室3间，警卫室6间，办公室64间，南部施工用房5间，约1425m2。附表1-23生活区及办公区用电量统计序号名称数量单位用电量总用电量备注1宿舍4880.2kW97.6kW2厕所70.2kW1.4kW3食堂105kW50kW4警卫室60.2kW1.2kW5办公室642.5kW160kW6施工用房52kW10kW45×5㎡7施工用房12.5kW2.5kW60×5㎡8其他用房20kW9生活区室外照明10kW合计352kW53 由上表数据可知P1＝352kW；P2=0kVA代入公式2计算可知，供生活区及办公区动力照明设备所需变压器容量S生=309.76（kVA）9.2.2土建结构施工阶段附表1-24土建结构施工阶段主要用电机具及用电量序号设备名称设备型号数量单台功率总功率备注1交流电焊机BX5004850kVA2400kVA施工现场2塔式起重机FO/23B470kW280kW施工现场3塔式起重机HO/36B470kW280kW施工现场4混凝土地泵HBT604110kW440kW施工现场5压刨MB106C84kW32kW料厂加工区6木工圆盘锯MJ10684kW32kW料厂加工区7无齿锯/301.5kW45kW料厂加工区8钢筋切断机GJ40-1(BJ-40)204kW80kW料厂加工区9钢筋弯曲机GW40125.5kW66kW料厂加工区10蛙式打夯机HW-20201.1kW22kW施工现场11插入式振捣棒ZX-501001.5kW150kW施工现场12高压水泵/418.5kW74kW施工现场13电锯M3Y-50084kW32kW料厂加工区14照明用电100kW施工现场由上表数据可知P1＝1559kW；P2=2400kVA代入公式2计算可得，供土建结构施工阶段动力照明设备所需变压器容量S=2955.92（kVA）53 9.2.3设备安装及装修阶段附表1-25设备安装及装修阶段主要用电机具及用电量序号设备名称设备型号数量单台功率总功率备注1混凝土搅拌机JS-500828kW224kW料厂加工区2砂浆搅拌机400L84kW32kW料厂加工区3外用电梯（双笼）SCD100/100A850kW400kW施工现场4台钻ST-2481.5kW12kW料厂加工区5云石机/500.5kW25kW料厂加工区6手锯/500.5kW25kW料厂加工区7高压水泵/418.5kW74kW施工现场8电锯M3Y-50084kW32kW料厂加工区9套丝机Z3T－R4200.75kW15kW料厂加工区10薄管套丝机/30.75kW2.25kW料厂加工区11圆钢套丝机SG20A40.55kW2.2kW料厂加工区12弯管机WYQ27-10811.1kW1.1KW料厂加工区13液压弯管器φ20-φ3241.1kW4.4kW料厂加工区14焊条烤箱ZYHC-150151.5kW22.5kW料厂加工区15电动卷扬机JJMW51010kW100kW施工现场16砂轮锯400251kW25kW料厂加工区17台钻13mm300.5kW15kW料厂加工区53 18手电钻6-12mm400.5kW20kW施工现场19电锤φ8—φ38401kW40kW施工现场20手砂轮/200.5kW10kW施工现场21空气压缩机VW-0.22/722.2kW4.4kW施工现场22空气压缩机CZ-0.43/60A211kW22kW施工现场23电动试压泵4DSY-16561.1kW6.6kW施工现场24卷扬机1015kW150kW施工现场25逆变直流焊机ZX7-2501015kW150kVA施工现场26氩弧焊机WSE-5001025kVA250kVA施工现场27交流电焊机8060kVA4800kVA施工现场28交流电焊机BX1－5008025kVA2000kVA施工现场29手提交流电焊机AC-220V2010.5kVA210kVA施工现场30设备安装及装修照明250kW施工现场由上表数据可知P1＝1764.45kW；P2=7410kVA代入公式2计算可得，供设备安装及装修阶段动力照明设备所需变压器容量S=6443.316（kVA）9.2.4施工现场总用电量根据施工各阶段的用电量比较可知，设备安装机装修阶段施工用电量最大，所需供电容量也最大。由此可得，变压器供电总容量53 S总=309.76+6443.316≈6753.1（kVA）9.3用电分配方案9.3.1现场功能区域划分：依据国家体育场工程总体部署，在建筑主体北部设置临时料场、二项和三项施工区、办公区及生活区；建筑主体南部设置一项和四项施工区及部分施工用房。建筑主体按方向划分为西北东南四个区域，详见现场平面布置图。9.3.2用电分配方案：本工程暂电系统露天敷设，采用TN-S（三相五线制）系统。根据施工用电高峰期用电量，结合现场功能区域的划分，计划设置4台（A1～A4）室外箱式变电站，A1、A3与A2、A4分别与国家体育场施工现场北南两侧的2台变压器连接（具体位置详见平面布置图）。室外箱式变电站容量为2000kVA，主开关出线根据需要设置为8回路。B级配电箱的数量和位置将根据不同施工阶段进行配置，最高峰时将达到32台，即每个回路配置B级配电箱1台。9.3.2.1土方及基础施工阶段。土方及基础施工阶段用电量相对较小，施工现场计划配置B级配电箱12台，从A1，A4变电站接线取电。具体部位详见《降水、挖土、支护、桩基阶段施工现场平面布置图》。附表1-26土方及基础施工阶段用电分配序号A级B级额定电流（A）使用部位1A1B1630办公区用电和生活区用电B2630料场、施工区和办公区、生活区室外照明B3630临时料场加工设备动力用电B4630西区南部施工现场用电B5630西区北部施工现场用电B6630北区西部施工现场用电B7630北区东部施工现场用电B86302A4B27630南区加工备料场地设备动力用电B28630东区北部施工现场用电53 B29630东区南部施工现场用电B30630南区西部施工现场用电B31630南区东部施工现场用电B32630集中实验室及南部用房和场外照明用电9.3.2.2土建结构和基础施工阶段。土建结构和基础施工阶段用电量较之前一阶段有所增加，故施工现场计划配置B级箱16台，从A1，A4变电站接线取电。，具体部位详见《地下一层、零层结构施工现场平面布置图》。附表1-27土建结构和基础施工阶段用电分配序号A级B级额定电流（A）使用部位1A1B1630办公区用电和生活区用电B2630料场、施工区和办公区、生活区室外照明B3630北部加工区设备动力用电B4630西区南部施工现场用电B5630西区北部施工现场用电B6630北区西部施工现场用电B7630北区东部施工现场用电B86302#、3#、4#塔吊动力用电2A4B25630南部加工区设备动力用电B266305#、6#塔吊及水泵房动力用电B276301#、7#、8#塔吊动力用电B28630东区北部施工现场用电B29630东区南部施工现场用电B30630南区西部施工现场用电B31630南区东部施工现场用电B32630集中实验室及南部用房和场外照明用电53 9.2.3.3地上主体土建结构施工阶段。地上主体土建结构施工阶段用电量与前一阶段基本持平，故未增加，施工现场计划配置B级箱16台，从A1，A4变电站接线取电。具体部位详见《地上主体土建结构施工现场平面布置图》。附表1-28地上主体土建结构施工阶段用电分配序号A级B级额定电流（A）使用部位1A1B1630办公区用电和生活区用电B2630料场、施工区和办公区、生活区室外照明B3630北部加工区设备动力用电B4630西区南部施工现场用电B5630西区北部施工现场用电B6630北区西部施工现场用电B7630北区东部施工现场用电B86302#、3#、4#塔吊动力用电2A4B25630南部加工区设备动力用电B266305#、6#塔吊及水泵房动力用电，中心区照明B276301#、7#、8#塔吊动力用电B28630东区北部施工现场用电B29630东区南部施工现场用电B30630南区西部施工现场用电B31630南区东部施工现场用电B32630集中实验室及南部用房和场外照明用电53 9.2.3.4装修阶段。装修阶段用电量较前一阶段大幅度增加，施工现场增加A2、A3两台室外箱式变电站，增加B级配电箱16台，从A2，A3变电站接线取电。具体部位详见《装修阶段施工现场平面布置图》。附表1-29装修阶段用电分配序号A级B级额定电流（A）使用部位1A1B1630办公区用电和生活区用电B2630北部料场、办公区、生活区和施工区室外照明B3630北部三个料场设备动力用电B4630西区南部施工现场用电（-1～2层）B5630西区北部施工现场用电（-1～2层）B6630北区西部施工现场用电（-1～2层）B7630北区东部施工现场用电（-1～2层）B86302#～4#室外电梯动力用电及北半区楼内照明2A2B9630西区南部施工现场用电（3～6层）B10630西区北部施工现场用电（3～6层）B11630北区西部施工现场用电（3～4层）B12630北区东部施工现场用电（3～4层）B13630中心区西南部施工现场用电B14630中心区西北部施工现场用电B15630中心区北西部施工现场用电B16630中心区北东部施工现场用电3A3B17630东区北部施工现场用电（3～6层）B18630东区南部施工现场用电（3～6层）B19630南区西部施工现场用电（3～4层）53 B20630南区东部施工现场用电（3～4层）B21630中心区东北部施工现场用电B22630中心区东南部施工现场用电B23630中心区南西部施工现场用电B24630中心区南东部施工现场用电4A4B25630南部备料场设备动力及南半区楼内照明用电B266305#～7#室外电梯及水泵房设备动力用电B276301#、8#室外电梯及西区料场动力用电B28630东区北部施工现场用电（-1～2层）B29630东区南部施工现场用电（-1～2层）B30630南区西部施工现场用电（-1～2层）B31630南区东部施工现场用电（-1～2层）B32630集中实验室及南部用房和场外照明用电9.4暂电设备材料选型9.4.1室外变电站选型。根据现场用电量，选定额定容量为2000kVA户外型变电站4台，高压侧额定电压10kV，额定电流10～630A；低压侧额定电压0.4kV，额定电流100～3150A，可满足现场用电需求。9.4.2动力配电箱选型。动力配电箱根据现场用电量需求，室外变电站的配置进行设置，数量最多时达32台。每台刀开关额定电流630A，回路数根据现场实际情况另行设定。9.4.3动力电缆选型一般应根据线缆电流计算公式：I线=1.05~1.1[K1×∑P1/cosφ+K2×∑P2]/（×U线）对导线载流计算进行计算，从而确定电缆的线径。但由于本工程各回路电源不确定因素过多，难以计算具体工作电流。所以，按照进线闸额定工作电流配线。9.4.3.153 高压线路：由10kV变压器至四台室外变电站高压电缆，按室外变电站高压侧额定电流I线630A考虑，选用截面为300m㎡的6/10kV的YJV32—单芯铜导体交联聚乙烯绝缘细钢丝铠装聚乙烯护套电力电缆，查表可知其额定载流量为684A，满足工作要求。其零线和接地线选用150mm2的YJV32电缆。9.4.3.2低压线路：由室外变电站低压侧回路至B级低压配电箱主空开的低压电缆，每回路按额定电流I线=630A考虑，平行敷设时，选用截面为300m㎡的0.6/1kV的VV—单芯铜导体聚氯乙烯绝缘聚氯乙烯护套电力电缆；重叠敷设时，选用300mm2的0.6/1kV的VV32—单芯铜导体聚氯乙烯绝缘细钢丝铠装聚氯乙烯护套电力电缆，查表可知其额定载流量分别为680A和，均满足工作要求。其零线和接地线分别选用150m㎡的VV电缆和185mm2VV32电缆。9.5安全用电措施9.5.1电气专业人员需持证上岗。9.5.2施工现场临时用电须建立安全技术档案：临时用电施工方案；技术交底；临时用电工程检查验收记录；接地电阻测试记录；日常维修工作记录。9.5.3现场用电采用三相五线制，用电设备需二级漏电保护，线路及电气材料选用合格产品。9.5.4暂电线路、配电箱需定期维护，检修。9.5.5对配电箱进行检修时，须将其前一级相应的电源开关断电，并悬挂停电标志牌，严禁带电作业。9.5.6配电箱周围应有二人同时工作的空间，不能堆放任何妨碍操作维修的物品，不得有灌木、杂草。9.5.7严禁非电工人员拆装电气设备，严禁乱拉乱接电源。9.5.8现场的所有手持电动工具必须使用三芯橡胶护套电缆线，并装有漏电保护装置，动作灵敏可靠。9.6电气防火措施9.6.1现场临时用电防火工作应遵从预防为主的方针，加强巡视、检查。备有专用灭火器具。53 9.6.2现场临时设施敷设的电线、电缆及闸具必须经过计算电流后，合理选择使用。防止超载运行，过热引起火灾。9.6.3未经有关部门批准，不得擅自安装、使用电热器具。9.6.4配电箱、电焊机周围不许堆放易燃物品。电焊把线不得裸露，并做到双线到位，压接牢固。9.6.5不得擅自调整闸具的过流保护、整定值。并合理选择保险丝，防止短路和过流引起火灾。9.7临时用电日常维护工作9.7.1本现场从B级箱以上由总暂设电工负责管理，C级以下由各分包单位提供，经总包方检查合格后方可使用，日常维护由各分包单位专业电工负责。9.7.2总包方设暂设主管一名，暂设电工10名，其中2名具备高压电器操作证书。9.7.3总包方暂设电工对现场B级箱及以上临时用电设施进行维护和管理对分包单位负责的C级箱及以下用电设备也要进行定期检查。9.7.4暂设电工日常维护应作记录，并于临时用电工程拆除后统一归档。9.7.5各分包单位对施工现场临时用电应每月检查一次，总包方对现场临时用电工程每季度检查一次。总包方检查时，应复查接地电阻值。坚持电气专业人员持证上岗，非电气专业人员不准进行任何的电气部件的更换或维修。本章附图：网络计划图：1国家体育场工程总控进度计划网络图2国家体育场前期准备工作计划网络图3国家体育场结构工程进度计划网络图4国家体育场钢结构工程进度计划网络图5国家体育场装修工程进度计划网络图6国家体育场设备安装工程进度计划网络图53 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