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'金城湾项目桥梁工程预制空心板梁吊装方案福州建工（集团）总公司FuzhouConstructionEngineering(Group)GeneralCo.金城湾项目——预制空心板梁吊装方案FZJG/JCW—2013版本号：A/O受控状态：受控编制时间：2013年6月实施时间：2013年7月21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案目录第1章工程概况11.1编制依据11.2工程概况1第2章施工顺序4第3章吊装前准备4第4章吊装顺序及方法74.1吊车选择74.2板梁吊装顺序84.3板梁运输位置及吊车停放位置84.4板梁吊装方法94.5吊机主要参数及钢丝绳受力分析计算9第5章技术、质量保证措施10第6章安全、文明保证措施126.1组织架构126.2施工现场安全措施136.3起重吊装规定136.4起重指挥安全措施146.5施工现场文明措施15第7章应急预案16第8章附件178.1附表1：100吨汽车吊性能表1821福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案第1章工程概况1.1编制依据1、《危险性较大的分部分项工程安全管理办法》（中华人民共和国住房和城乡建设部建质[2009]87号，2009年5月13日发布）；2、《工程建设标准强制性条文》；3、《市政地下工程施工及验收规程》(DJG08-236-1999)；4、《施工现场临时用电安全技术规范》JGJ46-2005；5、《建筑机械使用安全技术规程》JGJ33—2001；6、《建筑施工安全检查标准》JGJ59-99；7、《特种设备安全监察条例》（国务院令第373号）；8、《建筑施工高处作业安全技术规范》JGJ80—91；9、《公路桥涵施工技术规范》（JTJ041-2000）；10、与本工程施工相关的国家现行法律、法规，其他技术标准、规程规范；深圳市有关文件、规定等；11、金城湾项目桥梁工程施工合同文件（包括招、投标文件、设计图纸等）。1.2工程概况1、本项目为金城湾项目配套桥梁工程。主入口桥位于花溪南路往西，金桔路往东金祥路中段，为金城湾住宅小区主入口干道跨越洪湾河的重要桥梁。采用预制预应力混凝土简支板梁：主桥跨径为18m预制空心板梁24片，空心板梁主要结构尺寸：预制空心板梁长17.94米，中板底宽1.24米，高0.8m，板中空心孔0.68x0.56m;边板底宽1.245m，边板翼缘悬臂长0.375m，悬臂端部厚0.12m，根部厚0.22m；车行桥跨径13m的预制空心板梁8片主要结构尺寸：预制空心板梁长12.94m，高0.6米，板中空孔0.68*.36米，其它结构尺寸同18m梁。两座桥共用空心板32片。构件最大重量为29.16T（18米边板），18T（13米边板）3、桥梁设计荷载：城市支路4、吊车吊梁作业平面图：（详见后附图）。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案主桥平面图21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案车行桥平面图吊装顺序：1、先吊车行桥预制梁板吊装车设在金城湾侧，吊装顺序为分别为由左往右依次顺序1-8号梁板。2、吊完车行桥后再把吊车移动至主桥上吊装主桥预制梁板，吊装顺序为左往右依次顺序9-32号梁板。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案第2章施工顺序第3章吊装前准备工作1、行车路线应通畅、平整、不下陷，工作面处铺3㎝厚的钢板。由于板梁系大型构件，在运输板梁前必须和当地路政和交警部门协商道路的通行路线和通行时间，制定详细的运输计划，取得路政部门的同意；进入现场必须进行平整和顺直的修整，保证运行车和板梁平稳行驶及拐弯半径，对于局部较软的路段，采取铺设钢板或路基进行处理。2、盖梁及桥台台帽砼养护期达到吊装要求，将盖梁顶面清理干净。3、板梁砼养护期达到吊装要求，板梁各预埋件进行清理，板梁顶面清扫干净，弹出板梁吊装的中心线，确定吊装的顺序。4、按照图纸放出每块板梁的边线及橡胶支座位置，橡胶支座用环氧树脂胶于盖梁垫石上，要注意桥面伸缩缝处的橡胶支座带有四氟板，安装时保证其位置准确。5、准备好控制伸缩缝的木板，保证伸缩缝宽度一致。6、在整个施工过程中，要注意对成品和半成品（如：土路基、板梁、台帽、盖梁等）的保护，吊装时抗震挡块处很容易被碰坏，吊装时准备部分木楔缓冲其撞击力。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案7、吊装前各人员应合理分配，各工序应由专人指挥。8、吊车进场前上报机械检测合格证及人员的资质证书，吊装前各人员应合理分配，各工序应由专人指挥。9、对运输车辆、吊车及吊装用具进行全面保养，发现性能不良的部位予以更换，确保板梁吊装施工顺利进行。10、预制场位于金城湾3，4期场地内，由于空心板梁长度18米超长构件，故预制空心板梁运输须用专用汽车运输。使用机械：18米预制空心板梁最大重量30t。选用陕汽重卡双桥驱动牵引拖车运载。11、运梁安全措施运输距离较近，考虑个别路面情况较不好，在运输过程中为了预防预空心板梁发生倾侧。故预制空心板梁运输过程中支撑位置要求对称一致，必须用斜撑或托架使其稳定；并应用钢丝绳将梁体牢固地绑扎于运梁的平板车，防止预制梁发生事故。预制空心板梁较长，运输过程中在转弯情况下，会出现预制空心板梁与转盘发生位移及错位现象。因此在车厢板加设钢架护栏，并用木楔卡死，以防预制空心板梁在转弯时发生位移和错位现象。为了使梁体绑扎牢固，本方案采取二点绑扎，尽可能使预制空心板梁受力均匀一致，绑扎点与构件的重心互相对称，绑扎点中心对正重心，不致转弯造成事故。用钢丝绳及手动葫芦将预制空心板梁与车厢板收紧，提高其整体稳定性。在绑扎过程中钢丝绳与预制空心板梁接触部位加设10×10cm木方支垫，以防钢丝绳损坏预制梁体的边角。运输、绑扎支点控制在空心板的支座支承点处。半拖挂板运梁车车厢设有底垫木块，各部位应详细检查；运梁车后轮装有信号灯，刹车装置，行车速度不超过30公里/小时。见《预制空心板梁运输示意图》21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案第4章吊装顺序及方法4.1机具选用1、吊车选用：本工程为全幅吊装，板梁最大重量为31t。板梁的吊装采用两台100T汽车吊进行双台机吊装，QY100H-3型汽车式吊车自重为65.8t，吊车在吊臂长度31.9米、旋转半径11m的情况下起重能力为25.7t。根据现场的情况，采用2辆100T的吊车能满足吊装的要求。针对吊车的性能计算详见4.5节。2、钢丝绳选用：按预制空心板重约30t，采用四个吊点，每吊点为7.5t吊点钢丝绳选用6×37+1，Φ40㎜钢丝绳，钢丝绳抗拉强度为1570N/mm2。 3、卡环选用：按预制空心板考虑：预制空心板最重约30t，采用四个吊点，每吊点为7.5t，应选用美式D型1.75寸卸扣，卸扣的材料是合金钢轴经过锻造及热自理调质处理.卸扣直径为56mm，安全负荷为25t，大于7.5满足施工要求。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案4.2板梁吊装顺序桥初部吊装施工顺序为：车行桥→主桥。装顺序为：从左至右依次吊装，即：左边梁→中梁→右边梁4.3板梁吊装方法及吊车停放位置（吊装示意图）空心板梁吊装时吊车现有公路上，用钢板在上铺设工作面，以便吊车平稳停放。所用板梁运至吊机一侧，以便于吊车取梁。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案4.4板梁吊装方法吊装时吊机安装吊点索具进行试吊，将梁板吊空200～300mm后停车，停留10分钟，检查吊机及机索具是否完好、平稳，无异常情况后吊机缓慢起钩，保持11米回转半径不动，按照示意图方法缓慢旋转将桥梁吊至桥墩上方，调整好方位后将其就位。就位时应确保梁两端支座对位，梁板和梁墩的各中心线符合一致。汽车吊装时应有专人指挥，起吊及下降时要做到平稳及听从指挥，板梁安装时，应用6cm木板控制好伸缩缝宽度，板梁与板梁间缝隙安装时应控制均匀，板梁安装后应无松动，与支座间应无空隙，否则应用铁片垫平。垫平后支座无松动、无位移，否则板梁应重新安装。吊装完成第一跨板梁后，吊机移位并按照相同方法吊装其他各跨板梁，吊装完成后吊车收杆离场，清理现场施工结束。4.5吊机要参数及钢丝绳受力分析计算100吨吊机：回转半径：R=11米；吊臂长度：L=31.9米；额定起重量：=25.7吨；1、吊车起重量计算：=15.5+1=16.5(T)，额定起重量=25.7T>16.5T,起重机的起重量占额定起重量的64%。考虑1.2的冲击系数：64%*1.2=77%。低于允许荷载的80%，满足要求。--起重机的起重量（T），本工程100T吊车自重为65.8T；--构件的重量（T），本工程板梁最大自重为30T；--索具、构件加固等的重量,此处按1T取值（T）；2、钢丝绳吊索受力分析计算板梁采用两点起吊法，两头共设4个吊点。吊点钢丝绳选用6×37+1，Φ38㎜钢丝绳，钢丝绳抗拉强度为1570N/21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案mm2，查《简明施工计算手册》得单根钢丝绳破断拉力为748KN，则4个吊点钢丝绳的破断拉力总和=4×748x1.191=3563KN钢丝绳吊索的容许拉力计算：,其中=0.82×3563=2922KN--钢丝绳的容许拉力（KN）；--钢丝绳的破断拉力（KN）；--钢丝绳的使用安全系数，按吊索用途，查《简明施工计算手册》，取6；--钢丝绳的破断拉力总和（KN）；--考虑钢丝绳之间荷载不均匀系数，按《简明施工计算手册》，对6×37钢丝绳，取0.82；则有：=487KN>==438KN,满足要求。--所吊构件的重力（KN），本工程按板梁自重加吊索共380KN计；--吊索与水平面的夹角；一般为45°-60°，本工程取60°；第5章技术、质量保证措施（一）对于支座安装，实测项目如下：1.支座中心与梁板中心线偏位（mm）：22.支座顺桥向偏位（mm）：103.支座高程（mm）:±54.支座四角高差（mm）:承压力≦500KN1；承压力﹥500KN2（二）对于梁板安装实测项目如下：1.支承中心偏位（mm）:52.倾斜度（%）：1.23.梁板顶面纵向高程（mm）:+8,-521福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案4.相邻梁板顶面高差（mm）:8（三）为保证支座、梁板安装满足设计规范要求，本项目部在施工过程中采取如下措施：1.组织全体施工人员学习有关规范、规程、操作方法和技术，做好安全、质量等技术交底工作，对施工方法、技术做到人人心中有数，严格抓好工程中的各个环节，严格按照相关规程规范及监理工程师的指令进行施工。2.严格按设计图纸施工，认真做好各项技术交底工作，对质量通病采取积极的预防措施，并连同施工存在的问题和解决方法进行通报。3.工程所用材料如钢材、水泥等均应有出厂合格证并经批准试验合格后才能使用，砂、碎石等均应按规范要求的频率进行抽检，合格后方能进场使用。4.各工序均同质检工程师检查后报监理工程师验收签认后才能进入下道工序施工。5.为保证竣工资料达到优良标准，由专人负责技术资料收集、整理和归档工作，确保与工程同步，并严格认真填写施工日志，做到质量保证资料齐全完整。6、每片梁板安装之前应确保其质量符合设计要求，在运输、吊装过程中严禁发生碰撞。7、吊装预制梁板时设专人负责指挥，统一协调步骤，遇有下雨刮大风天气，严禁架梁施工。8、预制梁板架设完一片后，及时与相邻梁上的预埋钢筋焊接，并采取临时加固措施。9、两梁板之间接缝填充材料的规格和强度符合设计要求。梁板填缝必须平整密实。第6章安全、文明施工措施21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案6.1、组织架图6-1项目部人员组织表图6-2吊装人员组织表21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案6.2、安全措施1.在支座、梁板安装施工开始前，项目部组织对施工人员进行施工安全技术交底。2.建立安全生产台帐，对在检查中发现的不安全因素，提出限期整改意见。3.进入施工现场必须穿工作服、戴安全帽。4.安全用电，电源必须要有漏电保护器和防雨装置。5.严禁酒后、睡眠不足人员进行施工。严禁在雷雨、风暴等恶劣天气和不可预见情况下施工。6.现场危险区设立醒目的安全标志，以示警示。7.由于该施工作业为高空作业，施工人员必须戴安全帽、穿工作服、系安全带、穿防滑鞋。8.各种施工小型机具物品如板手、电焊条等严禁随意堆放，要放于稳妥处，以防止坠地伤人。9.由于梁板安装属于危险工种，项目部制定了相应的吊车安全操作手册，在梁板安装过程中还必须遵守如下二个方面：6.3起重吊装规定1、凡从事起重、吊车、装卸、指挥作业人员必须经过有关部门的培训，具备操作起重、吊车的技能和熟知安全技术操作规程，并经考试合格后取得上岗证，且必须持证上岗，非本工种人员，不得操作。2、凡从事起重、吊车作业的司机、司吊、司索工、信号指挥班前一律不准饮酒。作业前班组长应交任务、交安全，并做好出车前的准备工作。3、吊车开赴作业现场后，要选择地面坚实能够保证安全作业的稳车地点，车要平稳，不准倾斜，吊车支腿必须落实放稳。4、作业前司机和司吊必须对钩头、钢丝绳和各起重部位进行检查，检查合格后方可作业。5、严格遵守吊车臂杆角度负荷的规定，起重吊装前，应了解起重物的重量体积、重心形状，吊点设位等，重量不明或超载，斜拉斜牵，散物绑扎不牢，严禁作业。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案6、起重吊装作业人员要精神集中，听从指挥，指挥信号应准确，安全可靠。指挥人员要监督检查吊具使用操作方法及挂钩人员站立举例，有权停止不按信号操作的司机工作，有权拒绝接受无吊装方案或不明重量的危险作业，并向上级报告。7、当重物离开地面20cm时，司索工和信号员要在检查绳扣是否牢靠，车身有无倾斜，钢丝绳有否脱槽，检查正常后方可起吊，如发现险情，要立即发出信号，停止作业。8、吊车移动时必须落杆，信号员、司索工和司吊须注意周围环境，防止臂杆触电和钩头摆晃伤人。9、必须严格遵守“十不吊”等安全规定。10、遇六级以上大风、大雨、大雾、大雪等恶劣气候条件时应停止起重吊装作业。11、在严禁超载，起重机在卸载或空载时其起重臂必须落到最低位置，即与水平面夹角，在60度以内。6.4起重指挥安全措施1、吊装指挥应由技术熟练，懂得起重机机械性能，并经过专业培训，合格持证上岗。2、指挥作业中，要严格执行起重作业的安全技术和规范、规程，严格遵守吊装作业“十不吊”：吊物质量超过机械允许范围不吊；信号不明不清，不吊；吊物下方有人不吊；吊物上站人不吊；埋入地下情况不明的不吊；斜拉、斜牵、斜吊物品不吊；细长物品无两点且捆扎不牢不吊；零星对象无容器盛放不吊；吊物重量不明，吊具不符合规定不吊；六级以上大风不吊。3、熟悉各种指挥信号，发出的信号应正确、宏亮、清楚。在作业开始之前，与司机相互约定采用的指挥信号的种类。在运转工程中，不准中途改用未经约定的指挥信号种类，确需要改变时，必须使起重机停止运行，指挥人员与司机取得联系，并经双方认可后方可更换。4、作业中只允许一个人对司机的操作发出指挥信号；利用通讯设备指挥时，只允许有一个司机使用相同的通讯频率。5、指挥人员在作业中必须位于司机听力或视力所及的明显处，不允许进入司机盲区和隔音区指挥。6、施工前对施工人员进行安全技术交底，加强对现场施工人员的安全教育和督促检查。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案7、合理安排各种机械设备的行走路线，避免交通事故的发生。8、对机械设备定期进行安全检查，不开带病车。9、施工人员严禁酗酒、不得带病操作。10、起重臂下严禁站人，起重机在起吊期间严禁人员站在吊物下面。11、安全员对现场的电闸、电线定期检查，防止电线老化、漏电，电闸短路。对于暴露在外面的电线要开挖电线沟进行埋设。12、遇有大雨、大风、大雾及六级以上大风等恶劣天气，应停止一切作业。并应采取安全措施。13、施工人员在施工过程中严禁野蛮施工、施工工具不乱丢乱放，做到随用随收。14、非本工程人员严禁进入施工现场、进入现场的施工人员必须配戴安全帽，高空人员配戴安全带，不准穿拖鞋进入现场。15、现场容易造成火灾的地方，必须摆放灭火器。6.5文明施工措施1、根据该工程的施工特点，合理规划施工场地的使用，严格按照在批准的场地内组织施工的要求执行，同时保持整洁，符合消防和卫生规定。2、在施工现场周围设置醒目的安全告示及警示标志，指定行人和车辆通行的路口和路径。3、各工序各工种密切配合协作好，与兄弟单位和业主、监理配合好，现场施工人员一律佩戴工作胸卡和安全帽，服装整洁，遵守现场的各项规章制度，非施工人员一律谢绝进入施工现场，做到行为美、语言美，文明施工。4、施工用水经沉淀处理后再排放，以防污染环境，生产、生活垃圾集中清运,严禁水、电、油、气的跑、冒、滴漏。5、施工时控制噪音和扬尘，减少环境污染。6、不用的材料、工具和机械及时退场，保持施工现场内整齐有序，车成行、工具成排、材料成堆。树立各种宣传牌，做好材料标识。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案第7章应急预案为了贯彻《中华人民共和国安全生产法》、保证工程建筑重大事故及时报告和顺利调查，维护国家和人民生命安全，经项目部研究，特制定桥梁板梁发生意外事故应急预案：一、应急预案指挥部的组成及职责分工桥梁板梁吊装发生意外事故应急指挥领导小组由项目经理、副经理、材料、财务科、预制场施工和板梁吊装施工负责人组成，其应急指挥领导小组的办公室设在项目部综合办公室，桥梁板梁吊装发生工人坠落、物体坠落伤亡人员事故时，以指挥领导小组为基础成立应急指挥部，项目经理任总指挥，分管安全的副经理为副总指挥，指挥部设在项目部经理室。若经理和副经理均不在项目时，由现场总工为总指挥和副总指挥，全权负责应急事故的处理。人员分工如下：总指挥：由项目经理任桥梁板梁吊装发生意外事故应急抢险总体工作。副总指挥：由项目副经理、现场总工担任协助总指挥负责桥梁板梁吊装发生意外事故应急抢险的具体指挥工作。预制厂施工和板梁吊装负责人：负责组建拯救队伍工作。材料、财务科负责人：负责提供相关物质、协助现场应急救护工作。二、事故报告处置程序因桥梁板梁吊装发生人员坠落、物体坠落伤亡事故时，其报告处理程序如下：1、现场人员发现上述情况，应立即报告项目部项目经理、分管安全的副经理或现场总工。项目经理、分管安全的副经理或现场总工应立即赶赴现场组织抢险，并采取必要的措施，控制现场局面。2、项目部经理是现场抢险工作的最高指挥，项目部所有部门必须服从现场的统一指挥和调度。3、现场的具体抢险工作以应急抢险指挥领导小组成员分工为主来开展抢险工作，应急抢险指挥领导小组成员应根据现场实际情况按抢险处置预案组织人员，机具和车辆迅速采取措施，实施抢险抢救工作。4、各分工负责人必须做好责任范围内的工作原始记录，及时报告相关单位、部门和领导，不得隐瞒事实真相。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案三、报警、出警规定1、现场作业人员发现事故，都有义务在第一时间以最快的方式报警，保护好事故现场。报警电话110，急救电话120。2、项目部副经理现场总工手机都必须保证24小时畅通。3、项目部任何人员接到报警，首先询问报警原因、详细地址、报警人姓名、联系电话、报警内容，做好详细记录，载明报警时间。4、抢险领导小组接到报告情况立即通知当地医院，根据事故轻重程度在规定时限内向建设单位、监理单位、安全区安监站、建设行政主管部门及本公司总部同时汇报情况，同时组织相关人员在最短的时间内赶到现场，并在20分钟内向相关部门反映情况。5、及时将闲杂人员、围观群众、附近居民劝离事故现场，保障畅通，必要时求助110联动及交警部门配合。6、在勘查、抢险过程中落实专人在事故现场进行监护，时刻不得离开。周围严禁无关人员进入事故区域，勘查抢险救助结束方可离开监护现场。7、事故发生后，再24小时内写出书面报告，报告的内容包括事故发生的时间，地点，工程项目，企业名称，事故发生的简要经过，伤亡人数和直接经济损失的初步估计事故发生的原因，发生后采取的措施及事故控制情况。第8章附件8.1附表1：100T汽车吊性能表,钢丝绳参数表。21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案21福州建工（集团）总公司
金城湾项目桥梁工程预制空心板梁吊装方案 表3-2-2 （带活动配重时） 单位：kg工作幅度（m）主 臂主臂仰角主臂＋副臂支腿全伸，侧方、后方作业50.4m＋10.8m50.4m＋18.5m13.017.822.527.231.936.641.346.050.40°30°0°30°31000008000080°70004000400020003.593000770006200078°7000390038002000488000720006200076°68003800360019504.57900067000610004200074°66003700340019005720006200060000420004000072°64003600320018506650005800056000420003900070°6000350030001800759000550005200042000375003150068°5600340029001750854000520004820040500358003100066°5200330028001700950000490004500039000345002950064°48003200270016501046000450004250037000330002870062°4500310026001600124200041000405003550031800276002350060°420030002500156014365003550035000325002950025700220001850058°390029502380152016320003100030500300002750024000208001750056°345029002250149018275002650027500257002260019500165001400054°300026002100146020235002330024500240002120018900159001320052°270024001950143022175001700018500195001880016900145001220050°2350220018001400241300014200150001600015200132001120045°1700160012001050261000011200120001260013200120001020040°1150105028900097001030010900110009300307200790085009000940087003262007000760079008000345000580063006500690036490052005600580038390043004800490040300036003900420042280032003600442200270029004622002400481800190021福州建工（集团）总公司
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