余热发电塔吊安拆安全专项施工方案

'目录1.工程概况12.编制依据13.编制范围14.塔吊的安全施工技术要求14.1塔吊安装人员配备要求14.2安装注意事项24.3塔吊基础施工34.4安装方法34.5塔机拆卸44.6电气安装与使用134.7安全保护装置及注意事项134.8立塔后检查项目184.9起重机安全操作规程195.塔吊安全施工事故处理应急预案235.1目的235.2应急救援组织机构235.3应急救援机构职责245.4应急救援准备245.5预防措施25 塔吊安拆安全专项施工方案1.工程概况工程名称:富邦钒钛制动鼓有限公司1000万件/年制动鼓铸造项目余热发电工程建设单位:富邦钒钛制动鼓有限公司设计单位:中冶京诚工程技术有限公司监理单位:重庆赛迪工程咨询有限公司施工单位:中国十九冶集团公司成都设备工程分公司2.1本工程为富邦钒钛制动鼓有限公司1000万件/年制动鼓铸造项目余热发电工程。工程包括有：余热发电主厂房，除盐水站，锅炉区域，循环水泵房4部分，绝对标高为1065.8m。余热发电主厂房为框架结构，建筑物长46.5m、宽37.5m；除盐水站为框架结构，建筑物长30.5m、宽18.5m；锅炉区域为框架结构，建筑物长39.5m、宽25m；循环水泵房为框排架结构，建筑物长24.5m、宽27.55m、高9.3m。2.编制依据1、《中华人民共和国安全生产法》2、《建设工程安全生产管理条例》3、《建筑施工安全检查标准》4、《塔式起重机安全规程》5、《塔式起重机操作使用规程》3.编制范围2 我标段施工范围内设置的QTZ-40塔吊，由于高压电线安全距离达不到相关要求，现将位置从锅炉区与主厂房之间靠挡墙一侧移至锅炉区与主厂房之间靠除盐水站一侧。具体位置后附总平图。4.塔吊的安全施工技术要求4.1塔吊安装人员配备要求1、塔机安装属高空作业，危险性较大，因此要求安装人员具有较高的素质；2、负责塔机安装的单位，必须高度重视安装工作，决不能掉以轻心、麻痹大意。决不允许将塔机交给没资质、不负责任的人员安装，进入安装现场的所有人员必须职责明确，坚守岗位，听从指挥；3、塔机使用者应找有安装资质的单位、有资质人员负责安装，并签订安装合同，安装人员作塔机技术指导，直至塔机安装完整，安装完毕才可撤离现场；4、现场总指挥，其职责是负责全面安装工作；5、安全员，其职责是负责安装现场安全工作，按规定和有关安全规范进行安全检查，及时发现问题，处理事故隐患，随时向总指挥报告安全情况；6、指导安装人，负责处理安装过程中的技术问题，向安装人员宣讲塔机技术性能，指出安装要点，讲解作业方法、方案，指导塔机调试，直至整机正常运转；2 7、电控操作人员：其主要职责是负责安装过程中电控系统操作，操作人应具有临场应变能力，卷扬机应该设专人操作，不得随意变更操作人；8、拉大绳指挥人，塔机组装过程中，有时需通过安装部件在空中的位置，因此需要设置指挥人员。4.2安装注意事项1、塔吊安装工作应在风级不大于4级时进行。2、在安装和拆卸时须按安装规定的要求和顺序进行，在安装和拆卸过程中，工作人员须配带安全帽，高空作业人员穿防滑鞋，佩戴安全带等安全防护装置。安装过程中注意吊点的选择,根据吊装部件选用长度适当,安全可靠的吊具。3、塔机各部件所有可拆的销轴、塔身连接的螺栓、螺母等专用特制零件,不得随意代换。4、安装时，装好的开口销必须按规定张开，各螺栓及钢丝绳夹等连接必须牢固可靠。5、标准节的安装不得任意交换方位,否则无法进行下一步安装，安装及顶升标准节时，应将标准节清理干净。6、塔机安装场地应平整，无杂物及障碍。7、有架空输电线的场所，塔机在施工现场的安装位置，必须保证塔机的任何部位离输电线大于6m的安全距离。8、在安装平衡臂后起重臂必须继续安装，不允许停顿时间过长，更不许第二天再安装起重臂。如果必须第二天安装则先不安装平衡臂，而在第二天与起重臂一起安装，以避免出现事故。4.3塔吊基础施工2 根据QTZ40液压自升塔式起重机生产厂家要求，基础外轮廓的几何尺寸6000*6000*1500mm，基础采用C30混凝土，内配双层双向钢筋网片Φ18@200,基础上预埋16套M36*1500mm螺栓。混凝土要求振捣密实，顶面压光。基础的制作要满足以下几方面的要求：1、基础的土质应坚固牢实，要求的承载能力大于20t/m2。2、混凝土基础表面应较水平，平面度允许偏差小于1/1000。3、混凝土基础要求钢筋混凝土结构。主要测量仪器型号　经纬仪：TDJ6E（一等）、水准仪：DSC232钢筋工程1）本工程采用的钢筋，[Φ]—Ⅱ级。2）所用钢筋应有出厂质量证明书或试验报告单，每捆钢筋均应有标志，表面不得有裂纹油污及铁锈等；3)进场的钢筋应按炉（批）号及不同规格分批检验，按现行国家有关标准的规定抽取试样作力学性能试验，合格后方可使用；该批钢筋4)钢筋在加工过程中，如发现脆断或力学性能显著不正常等现象，尚应根据现行国家标准对进行化学成分检验；5)超长钢筋采用拖挂车运输，钢筋在运输及储存时，不得损坏标志，并应按批分别堆放整齐，避免锈蚀和油污。钢筋加工：2 1)根据图纸及规范的要求，以及结构抗震节点的要求，制成下料表，按表下料加工，加工完的钢筋要分区堆放，挂上标牌；2)钢筋加工的形状、尺寸必须符合图纸设计要求，钢筋的表面应洁净、无损伤，搭接长度及弯钩要符合规范要求。钢筋绑扎：1）钢筋绑扎时按设计要求留足保护层2）箍筋绑扎前，要先在主筋上按设计要求的间距划线，以保证箍筋位置的准确。混凝土工程混凝土采用商品混凝土在施工前对混凝土施工机械：泵车、罐车、振捣器认真检修、测试，施工过程中及时保养，保证混凝土施工的连续性。混凝土运输为保证混凝土浇筑的连续性，采用2台混凝土（NTD-500）搅拌运输车进行运输，为防止混凝土在运输过程中发生离析、灰浆流失、坍落度变化等现象，应尽量缩短运输时间，保证在最短的时间内将混凝土从搅拌地点运至浇筑地点。如发生离析现象，必须经二次搅拌后方可入模。混凝土浇筑控制混凝土自高处倾落的自由高度不应超过2m，超过时加溜槽。2 混凝土施工前，要检查钢筋、预埋件（等）的中心线、边线、对角线、位置、长度、规格、数量、标高等，无误后方可进行混凝土的浇筑。浇筑时必须由一端向另一端连续进行，严禁留施工缝，并随浇捣进度将混凝土表面抹平压光，待混凝土达到终凝时加以覆盖并浇水养护。混凝土振捣采用机械振捣，为达到振捣密实，振捣棒的操作要做到全面、均匀，振捣时要“快插入慢”提出，并将振捣棒上下略有抽动，以使上下振捣均匀。每点振捣时间以20~30s为宜，但主要应视混凝土表面不在显著下沉，不再出现气泡，表面泛出灰浆为准。分层浇筑的混凝土，振捣棒要插入下层混凝土50mm左右，以消除两层之间的接缝。振捣时，不要振动模板，不要碰撞钢筋、铁件等。地脚螺栓在安装时用水准仪打好标高后，在下端点焊在拉钩上，上端用木方上钻眼的方法固定。4.4、安装方法：4.4.1QTZ40塔式起重机外形及机械性能表：项目参数项目参数起重力矩400KN·m工作环境温度-20－40℃最大幅度47m变幅速度33/16.5m/min最大幅度时额定起重量0.8t动臂变幅速度2.4m/min小车变幅速度22/23m/min回转速度0.46/0.7r/min最小幅度2.5m顶升速度0.7m/min5~10m幅度时额定起重量(5~10m)2.5t塔机自重16.745t平衡重6.55t2 整机重量24.5t自立高度28.3m最大回转半径47m最大起升高度120m最大工作风速<20m/s4.4.2塔吊的安装顺序及顶升过程全过程起重设备为20吨汽车起重机。4.4.2.1安装顺序：基础及底架——塔身——套架——司机室——塔帽——吊臂与拉杆——平衡臂与拉索——安全装置（避雷设施）4.4.2.2安装注意事项：4.4.2.2.1必须保证塔机的安装精度a）底架装在基础上，四个主弦杆处的高差值与其间距之比必须小于1/500。B）塔身的安装偏斜量与其高度之比必须小于1/1000。C）整机安装好后总的偏斜量与相应的高度之比必须小于1/500。4.4.2.2.2吊臂组装时应注意二、五节臂不能互换。4.4.2.2.3塔吊各部件所用的螺栓才质不同，决不可乱用，必须注意。4.4.2.2.4塔吊各部件安装时严禁只插螺栓不戴帽，或戴而不紧的现象。4.4.2.2.5在某些机构安装后就应进行试运转；如顶升机构、回转机构，在没有装平衡臂及吊臂前就可通电运转。2 4.4.2.2.6塔吊的安装应在5级风以下进行，顶升过程中的风速不得超过4级。4.4.2.2.7塔吊应在套架下端露出三节---一个基础节和二个标准节时，就要装上斜撑，并调整使斜撑全部受拉，使拉力基本上均匀。4.4.2.2.8塔吊的使用高度超过27米时，必须在规定的范围内进行附着。4.4.2.2.9变幅机构在空运转或轻载运转期间，可将变幅机构钢丝绳调紧一点，当小车在两端时，变幅机构钢丝绳的中间挠度在200mm左右，使用一段时间后，应进行收紧，使中间挠度不得大于300mm。4.4.2.2.10在安装过程中因上下都有工作人员，任何人都得戴上安全帽才能进入施工现场。工作人员不得往下扔东西。4.4.2.2.11整机安装完后，对各运转部件进行检查，排除障碍物或干涉物后以慢速试运转。4.4.2.2.12塔吊安装时，严禁在没有安装吊臂时将平衡重全部安上，没有安装吊臂之前只能挂二吨平衡重，以免塔吊安装时倾翻。4.4.2.3顶升过程及操作4.4.2.3.1检查塔机安装的各项内容进行完毕和正确无误.4.4.2.3.2进行起升,回转,变幅等各项动作试运转.4.4.2.3.3在顶升作业前,须将用于接高的全部标准节,用起升机构到塔机顶升时吊臂所处正下方位所能吊到的位置,并吊一个标准节挂在引进小车的平台梁上.再用吊钩组吊一个标准节(约350公斤).并使标准节位于约12.85米幅度处,此时节,塔机上部重量重心通过油缸的上铰点,以保持顶升重量平衡,顶升时的滚轮摩擦力最小.2 4.4.2.3.4检查顶升液压系统;·检查油箱中的油面(观察油标)是否符合要求.·如果顶升液压系统长时间(超过6个月)末使用的,必须检查油液是否变质(颜色是变得深暗,混浊等)或被污染,否则须换油.·检查液压油牌号是否正确,一般可选用203-#机械油,气温低时可使用10#机械油.·检查电动机转向是否正确(应与液压泵的规定转向一致).·安全阀的调定压力为16MPa,一旦调整就绪不得擅自改变(操作时严禁转动安全阀的调整螺钉).·顶升开始前,液压系统空车试运转,再操纵手动换向阀,使油缸伸缩数次,,并排除系统内的空气,转动正常后,方可进行顶升作业.4.4.2.3.5开始顶升时，先将横梁耳轴放入倒数第二个标准节上边的支撑槽中，拆去下转台与标准节间的连接螺栓。检查顶升过程中所有（顶升前必须将上下一步转台用销轴固定好。相对运动件是否有干涉，如有应排除，查看滚轮间隙是否正确后就可顶升作业。4.4.2.3.6顶升套架1.15米左右，接着伸出支撑轴，在缩回油缸活塞杆，使套架支撑在前述标准节的上边支撑块上。4.4.2.3.7缩回油缸活塞杆到第一个标准节侧面的下边支撑块处，并将横梁两端耳轴放入支撑块槽中。稍顶升一点套架，缩回支撑销，接着进行第二次顶升约1.2米，由人工通过引进平台和小车拉入待架标准节，并缓慢缩回油缸活塞杆，使待加节对正落下，再与下面塔身标准节固紧，每次顶升时，必须注意套架滚轮不得顶出头，以免翻倒。2 4.4.2.3.8锁活塞杆准备进行下一个顶升作业循环。4.4.2.3.9顶升过程中，若下转台与标准节或新加标准节与塔身未紧固连接螺栓，严禁回转或空车转动，在大风（4级以上）时，必须停止作业。4.4.2.3.10在顶升接高三个标准节后，必须装下部底架处四根斜撑杆，并均匀拉紧，再进行顶升作业。4.4.2.3.11当塔机顶升接高达到规定的高度后，应将下转台与标准节连接固紧。4.5塔机拆卸4.5.1a塔机在拆除工地之前，必须对塔机各部位环节进行检修。·液压站内的液压油是否变质，使用周期是否超出半年，总之在拆塔机时一定要更换液压油。·检查各齿轮泵，液压阀，是否被堵塞或卡孔等现象。如有异常马上排除。·起重绳变幅绳是否需要更换。·检查其他各环节，凡是能妨碍拆塔的每一环节，都应精细的排除后方可往下进行。b拆卸方法：塔式起重机的拆卸顺序是安装的逆过程。即：后装的先拆，先装的后拆。2 由于塔机拆卸一般是在工程基本竣工时进行，有的还是在长期闲置后拆卸，设备在技术状态和完好程度上很有可能存在一些问题，所以对拆塔前的准备工作和拆塔过程都应高度重视。在认真检查、充分准备的基础上，按现场具体情况制定切实可靠方案后，才可进行拆塔作业。1、拆塔前应仔细检查各主要受力部件是否完好，焊接部位是否正常，各紧固部位螺栓是否齐全完好，各销轴、挡板是否齐全完好。2、认真检查电气系统是否正常、完好、可靠。3、检查各机构，特别是液压顶升机构的运转是否正常，其技术状态是否可靠。4、将起重臂回转至标准节引进窗口方向上，并使用回转制动器可靠定位。5、拆下最上面一节标准节与下支座相联的八条螺栓，开动泵站，使油缸活塞杆伸出大约标准节两踏步纵向间距的长度，将顶升横梁的轴头按要求落在下面第二个标准节相应的一组踏步槽内，然后微微顶起塔机上部结构，使下支座下平面与第一节标准节刚刚脱离接触，然后变幅小车由臂根处向外运行，观察套架的前后导轮与塔身的间隙，待间隙均匀时即是基本平衡，小车停止运行（应记准此平衡点位置）。6、拆下第一节与第二节标准节之间的八条联接螺栓，然后安装左、右引进轮，继续开动泵站，使油缸活塞杆外伸，使两标准节间接触面脱开50mm左右，使引进轮置于引进平台的轨道上，停止外伸活塞杆，将第一节标准节沿引进平台推出套架。2 7、操纵换向阀，回缩油缸活塞杆，同时注意适时将爬爪放入踏步槽内，要有专人观察爬爪入槽的情况。停止回缩油缸活塞杆，拆下顶升横梁上的防脱装置，继续回缩油缸活塞杆，直到顶升横梁从相应的一组踏步槽内提出。操纵换向阀，使油缸活塞杆外伸，直到顶升横梁两端轴头准确地放入下一组踏步槽内，并顶起50～100mm，提起爬爪拉手使爬爪向内旋下，以便套架继续下落。8、操纵换向阀，回缩油缸活塞杆，直到下支座的下平面与第二节标准节上平面接触落实后，在四角各穿一条标准节联接螺栓并紧固。9、塔机吊钩吊起引进平台上的标准节下放到地面，再将小车开到平衡点的位置。10、卸下联接下支座和标准节的四条螺栓，重复6～9的动作，即可将标准节逐节拆下。但应注意的是：在装有附着装置时，应在套架下落到装有附着装置的那一节标准节时，将相关附着装置拆下，切不可过早拆除。11、套架下落到最低位置时，拆下起升钢丝绳及吊钩组，将起升钢丝绳如安装起重臂拉杆时按图穿绕固定并张紧，将载重小车在臂根处固定。将起重臂上的电缆线拆卸下来，然后把配重腔内的配重组解体，并将腔中的配重卸下来一部分，只留下平衡臂尾部的一块配重块A并稳固牢靠，即可准备拆卸起重臂。12、以起重臂安装时的吊点为吊点（已作标记），用20t汽车吊将起重臂仰起10°～20°2 角，将前后拉杆与塔顶之间的销轴拆下，开动起升机构，将拉杆下放到起重臂上弦杆的定位托架内，并用铁丝捆扎牢固，然后慢慢将起重臂放平，将起升绳拆开，收起起升绳，拆下臂根销轴，把起重臂慢慢放在地面的支架上。13、吊下平衡臂上剩余的配重，拆除平衡臂上的电缆线，以平衡臂上安装吊耳为吊点，将平衡臂仰起10°～20°角，分别将两根拉杆的第一、第二节间的联接销轴拆下，并将平衡臂上的两节拉杆用铁丝捆牢，然后慢慢将平衡臂放下，拆下臂根销轴，将平衡臂慢慢放在地面上。14、拆除司机室与外面相联的电缆线，依次拆下司机室、塔顶、回转塔身、回转总成。15、将顶升套架从塔身节上抽出来，依次将塔身节拆下，再将底架拆除。至此，拆卸作业基本完成。拆卸时风级应低于四级，由于拆卸塔机时，应注意工作程序及吊装堆放位置，千万不可马虎大意，否则容易发生人身安全事故。4.5.2调节套架8套齿轮，按升塔时的调节方法，精心调节好使之8套滚轮所处的位置都相同。4.5.3将塔机调整到拆塔的正确方位，将上下转台用销轴固定好。4.5.4一些转动或滑轴的零部件，需要润滑时要加润滑脂，或其他润滑油。4.5.5开动起重机构吊起重物约350kg，开动变幅小车移到距塔身中心12.85米。4.5.6开动液压站，先空载伸缩数次，检查运动情况，并同时排除油缸内的空气，无误后松动标准节与下转台连接螺栓，开始顶升。2 4.5.7顶升前，将变幅小滑车勾住标准节水平斜腹杆，并同时松开第一节与转台及第二标准节间连接螺栓。4.5.8开始顶升，当标准节与下转台，标准节离开距离约20~30mm，然后抽出连接螺栓，即用人力推出标准节，然后开始降落，这样循环动作即可拆塔。4.5.9液压顶升和上部拆卸作业时，必须严格遵守安全操作规程，应特别注意：·塔机上部顶升部分必须保持平衡。·顶升或拆卸时遇到卡阻和其他异常现象，必须停机检查，故障未排除，不得继续顶升或拆卸。·每次顶升之前，顶升横梁两端的耳轴必须可靠落入标准节上支撑块的槽内，方可进行顶升，防止塔机倾覆。·液压装置拆除时，必须保持个元件和整个系统不受污染，高低压油管不得接错。·顶升或拆卸完毕后，应收回油缸活塞杆，耳轴搁置在支撑块的槽内，此时油缸和横梁均不受力。·顶升或拆卸完后，液压装置加罩防雨。4.6电气安装与使用：4.6.1塔机电气安装：·电气安装应在塔身要安装完时进行。参照原理图。·送电之前应对电气系统进行检查，符合要求后方可通电。·2 所有线路连接必须正确无误，该固定的电缆应有可靠固定，防止塔机在运行时损伤电缆。·再通电之前，对电气系统进行绝缘检查。主回路控制回路对地绝缘，电阻不小于0。·主电缆进入司机室前穿入电缆保护圈后再进入司机室。并留适当长度，保证塔机大左右一圈半的旋转时不至于损伤电缆，且保证爬升时不损伤电缆。·将司机室所有操作机构放置在安全位置，主开关放置在断电位置，最后连接好地面电源。4.6.2通电调试：·将地面电源开关合上，送电到司机室，检查三相电源，应三相平衡，且电压应为380±10%。·松开高度限位器，幅度限位器，配合机械安装，穿好起升小车的钢丝绳。4.6.3主要故障及排除方法4.6.3.1起升吊钩重生停止不稳而下滑。原因有：·制动轮或制动瓦表面有油。·液力推杆制动器的盛油器里是否有油或油量较少。·制动过于频繁，温度上升，磨擦系数下降。·制动器弹簧调整不当。排除方法：·除去表面油污。2 ·按液力推杆制动器的说明书规定加油，调整弹簧间隙。·适当的减少制动次数。·起重量应在额定载荷范围内。4.6.3.2减速器温度过高，超过使用温度。原因有：·检查减速器是否有油过多或过少等。·用油的标号是否正确。·减速器各轴承间隙是否过小。4.7安全保护装置及注意事项安全保护装置主要包括起重力矩限制器、起重量限制器、起升高度限位器、回转限位器和幅度限位器、风速仪等。统的主要受力件严密检查。1、塔机拆散后由工程技术人员和专业维修人员进行检查。2、对主要受力的结构件应检查焊缝裂纹，结构变形等情况，检查塔机各零部件是否有损坏，连接是否有松动等。3、检查完毕后，对缺陷、隐患一一消除修复后再进行除锈、涂漆防腐处理。2 4.8立塔后检查项目检查项目检查内容底架检查地脚螺栓的紧固情况检查电缆通过状况，以防损坏塔身检查标准节螺栓的连接紧固情况，检查每三节标准节应有一节设有休息平台。套架检查与下支座的连接情况检查顶升爬爪是否灵活可靠检查走道，护栏的紧固情况上、下支座、司机室检查与回转支承连接的螺栓紧固情况检查电缆的运行状况（电缆应从上支座右边和梯子下端的钢环里通过）检查平台、栏杆的紧固情况检查与司机室的连接情况司机室严禁存放润滑油，油棉纱及其它易燃物品塔顶检查起重臂，平衡臂拉杆的安装情况检查扶梯、平台、护栏的安装情况保证起升钢丝绳穿绕正确起重臂检查各处连接销轴、轴端挡板、开口销安装的正确性检查变幅小车安装运行情况，载人吊栏的紧固情况检查起升、变幅钢丝绳的缠绕及紧固情况平衡臂检查平衡臂的固定情况检查平衡臂护栏及走道的安装情况保证走道无杂物吊具检查吊钩组有无影响使用的缺陷检查起升，变幅钢丝绳的规格、型号应符合要求检查钢丝绳的磨损情况机构检查各机构的安装、运行情况各机构的制动器间隙调整合适检查各钢丝绳头的压紧有无松动安全保护装置检查各安全保护装置是否按本说明书第五章的要求调整合格检查塔机上所有扶梯、护栏、休息平台的安装紧固情况润滑根据使用说明书检查润滑情况，进行润滑工作2 4.9起重机安全操作规程4.9.1起重机司机1、必须严格执行JG/T100-1999《塔式起重机操作使用规程》的有关规定，司机必须有安检部门有关规定进行考核并取得合格证者。2、司机必须了解所操作塔机的工作原理，熟悉该塔机的构造及安全保护装置的功用及其调整方法，掌握该塔机各项性能的操作方法以及该塔机的维修保养技术。3、不准斜拉斜吊物品，不准吊重量不明或有根的物体。重物离地面时必须用慢速起升，当重物尚未稳定时不准做回转或变幅动作。4、有物品悬挂在空中时，司机不得离开工作岗位。5、司机必须认真如实的做好当班起重机的运转使用、维修保养和交接班的记录工作。对连接部件的螺栓、销轴的止退件、钢丝绳的损坏状况、各安全保护装置的精度和灵敏度等应认真检查并做好书面记录。严禁塔机带病作业。6、严禁司机酒后上机操作。4.9.2机械部分及其它1、塔机的工作环境温度为-20℃～+40℃，工作风级不大于6级。2、塔机上的所有安全保护装置，必须随时保养，严禁任意搬动和拆卸，严禁超负荷使用。3、夜间作业，施工现场必须备有充足的照明条件。4、塔机经过大修或转场重新安装前注意事项：2 a.严格认真检查各联接处各铰接头、螺栓、销轴等有无裂纹、锈蚀、损伤。b.检查刚性拉杆、钢丝绳、滑轮、吊钩等重要件是否符合使用条件。c.检查金属结构件的变形和焊缝等情况应符合使用条件。d.对起升、顶升、回转、变幅应进行试运转。5、检查电气控制系统是否符合要求。停机修理或维护保养时，必须切断总电源，不许带电作业。地面、楼台、施工面要设专人指挥塔机作业，与司机联络必须使用规定的信号、手势或旗号等，最好采用步话机联络。6、应保证塔机的使用电压在380V±10%的范围内，否则塔机的电气设施容易损坏。7、在遇大雷雨、暴雨、浓雾或风级超过6级，一律停止起重作业；当风级预报超过10级时，应将塔机降塔至5个标准节以下高度，或采用牵缆绳加固等办法以保证安全。8、在多台塔机在同一个施工现场施工时，塔机的平面布置要合理，相互之间不得在空间交错和发生干涉。9、司机在接通地面电源，登上塔机进入司机室后，应全面检查按钮、操作手柄等是否处于非工作状态，确认无误后方可启动总按钮。10、司机必须严格按照本塔机技术性能表和起重特性曲线图的规定作业，不得超载和强行作业。2 11、操作时严禁起重吊钩着地，以免引起卷筒钢丝绳排列不齐而遭损坏，如果吊钩必须着地，则吊钩着地后再次起升时，必须注意监视卷筒钢丝绳排列情况，必要时须重新将钢丝绳排列整齐，并及时将下限位调整好，并及时将下限位调整好。12、小车侧面的吊栏是供维修使用的，当需要维修起重臂上的某一零件时，维修人员可站在吊栏内随载重小车运行到指定位置进行维修任务，吊栏的额定承载重量为100kg，当起吊重物时，吊栏内严禁站人，要经常仔细检查吊栏与载重小车的连接是否安全可靠。13、各机构需要反向运行时，必须待电机正转停止后，再启动反转，反之也一样。14、发现塔机有异常现象时，应停机切断电源，待查清并排除故障后再使用。15、塔机在每班作业完毕后，吊钩升高至最高点，吊钩上严禁吊挂重物，小车应停在起重臂总长的中点处，切断总电源方可离去。16、每班工作前，司机必须对塔身、臂架、回转支承、起重臂刚性拉杆、平衡臂刚性拉杆、卷筒联接螺栓、制动器等主要关键部位的销轴、螺栓等进行日常检查、紧固，确保无松动或脱离现象才允许开车作业。17、司机对减速器、滑轮、轴承座等处要按规定日常保养加油，如发现有漏油现象，要及时处理。18、司机在正式作业之前，必须逐项检查各安全保护装置的可靠性，绝不允许在安全保护装置不可靠或失灵的情况下勉强作业。4.9.3维修及保养，每天班前进行的工作1、经常保持整机清洁，及时清扫。2 2、检查各减速器的油量，及时加油。3、注意检查各部位钢丝绳固结端有无松动，检查钢丝绳的磨损、变形及断丝情况，如有损坏，必须及时更换。4、检查制动器的效能，间隙，必须保证可靠的灵敏度。5、检查各安全保护装置的灵敏可靠性。6、检查各螺栓联接处，尤其塔身标准节和回转支承联接螺栓。新安装的塔机在使用一星期后，必须全面紧固，以后每15天检查紧固一次。7、检查各钢丝绳头压板、夹子等是否松动，应及时紧固。8、钢丝绳、卷筒、滑轮、吊钩等的报废，应严格执行《塔式起重机安全规程》和其他相关标准的规定。9、检查各金属构件的杆件、腹杆及焊缝有无裂纹，特别应注意油漆剥落的地方和部位，尤以油漆呈45°的斜条纹剥离最危险，必须迅速查明原因并及时处理。10、塔身各处（包括加强节与埋入节）的连接螺栓螺母、各处直径大于φ20的连销轴等均为专用特制件，任何情况下绝对不准代用，而塔身安装时每一个螺栓必须有两个螺母拧紧防松。11、塔身标准节螺栓性能等级为10.9级，螺母性能等级为10级（双螺母防松）。螺栓头部顶面和螺母头部顶面必须有性能等级标志，否则一律不准使用。12、整机及金属结构每使用一个工程后，应进行除锈和喷刷油漆一次。2 13、起升钢丝绳经过一段时间使用磨损拉长后，需对高度限位器重新按规定进行调整。14、观察各电器触头是否氧化和烧损，若有接触不良应修复或更换。15、各限位开关和按钮不得失灵，零件若有生锈或损坏应及时更换。16、各电机开关与开关板等的绝缘必须良好，其绝缘电阻不应小于0.5MΩ。17、检查各电器元件之紧固螺栓是否松动，电缆及其它导线是否有破裂，若有应及时处理。18、应对轨道进行认真的检查，轨道上表面应平整光洁，不得有油或其它可减少行走摩擦的东西，若有则必须立即清除干净，恢复轨道的原状态，满足对行走摩擦的要求。5.塔吊安全施工事故处理应急预案5.1目的为防止发生险情，确保及时有序、科学地采取相应有效措施，迅速排除险情造成的危险，减少损失，加强项目部塔吊的安全管理工作提高项目部的事故应急能力，保护项目部职工的生命、财产安全，根据国家有关法律及规定，结合公司项目工程安全实际及龙瑞高速一总监办2012008号文件第五条要求特制定本预案。5.2应急救援组织机构2 1、项目部成立施工应急救援领导小组，由项目经理负责制。项目经理任组长，安全员、各班组长、工程负责人为组员的管理组织机构。5.3应急救援机构职责1、组长职责：全面负责处置突发性安全事故工作，及时召集领导小组成员研究处置方案，布置任务，下达命令，启动应急救援预案。2、报案组职责：发生突发性安全生产事故，现场负责人应根据事故情况立即向有关领导汇报，并拨打相应急救中心电话，告知事故种类、事态、地点、联系人等，同时紧急通知急救组、机械设备组和维护秩序组，启动应急救援预案。协助事故的调查与处理工作。3、急救组职责：接到报案组通知后，立即赶赴现场，根据现场事故种类，立即组织抢救，协助事故的调查与处理工作。5.4应急救援准备5.4.1应急救援组准备措施1、由项目部负责人成立应急小组。项目负责人冯毅任应急小组组长，组员：何鹏、李富才、何光芳。2、领导小组下设办公室，办公室设在安全管理部。在领导小组的统一指挥下，办公室全面负责。办公室设立联络通讯组、物资保障组和应急抢险组。3、联络通讯组：负责内外的联络通讯，要配备联络通讯工具，随时保持联系畅通。一旦发生人员伤亡及重大安全隐患，立即联系有关部门实施抢救，同时向上级部门报告。4、物资保障组：负责抢险用品及绷带、担架等医护用品；预先设置安全场所，确保一旦发生险情，现场人员能得到及时疏散和安置。2 5、应急抢险组：成立抢险应急队伍，配备抢险装备，负责现场的紧急自救抢险。一旦发生险情，确保人员、设备及时到位，抢险及时。5.4.2物资准备1、项目部领导小组制订塔吊日常维护和应急处理物资需用计划报项目经理和公司审批。2、材料员负责本项目部应急和日常维护物资的采购。3、仓库管理员负责该类物资的保管，并负责日常检查，确保性能良好。4、项目部安全员定期组织对此类物资情况进行检验，确保险情出现时能够及时有效地投入使用。5.5预防措施1、项目部在工程开工初期，应认真研究现场情况，并结合工程实际，合理进行施工总平面布置，慎重考虑塔吊的安装位置，从源头杜绝或减少塔吊安全事故的发生。2、严格挑选塔吊安拆施工队伍，安拆任务应由资质符合要求、证件手续齐全的单位承担，施工人员必须持有效证件上岗。3、认真编制塔吊塔拆方案，并严格履行审批手续。4、塔吊基础施工、机身安拆、标准节增加等，均必须严格按设计文件、产品说明书，施工方案的要求执行，并应有技术和安全人员在场监护。2 5、项目部从工程实际出发，制定切实可行的《塔吊安全生产管理制度》，并严格执行。6、加强技术培训和安全教育、安全交底工作，提高相关人员的技术素质和安全意识。7、塔吊司机和指挥必须持证上岗，并定期进行身体检查和工作情况审查，对身体健康程度不适合该项工作或工作责任心不强的司机、指挥，应调离岗位。8、该塔吊与A栋塔吊同时作业时，不可避免地产生立体交叉，如控制不严，易发生碰撞事故。为此，项目部应制定防碰撞措施，并严格执行。9、塔吊司机和指挥应严格执行塔吊安全操作规程和工地关于塔吊施工的各项管理规定、技术措施等。10、安全员对各班组进行安全教育时，应针对各班组的塔吊使用情况进行安全交底，使各班组在利用塔吊进行垂直运输时，能严格按塔吊操作规程进行绑料、下料等操作工艺，并注意个人安全防护。11、加强塔吊的日常维护保养工作，严格执行班前检查和试车制度。检修人员上塔身、起重臂、平衡臂等高空部位检查或修理时，必须系好安全带。2 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