塔吊按拆施工方案

'通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案1．塔吊位置的选定及施工方案选择本工程施工场地狭窄，影响塔吊安装因素较多，具体如下：1.1本工程占地面积较大，施工阶段现场场地狭窄,本工程由6#、7#、8#楼三个栋号组成，要保证施工工作面基本在塔吊的覆盖范围之内。1.2本工程周围有多家施工单位塔吊同时运行；6#、7#、8#楼东侧为二区地下车库，西侧为一区地下车库。1.3综合考虑现场材料水平、垂直运输的需求及安装、附壁、维修、拆除的方便，满足施工工艺、施工进度和地基承载能力、结构设计承载能力、动静荷载影响的要求。1.4外设式塔吊与内爬式塔吊各方面比较1)覆盖面积：内爬式塔吊相对于外设式塔吊塔臂短，覆盖面积小，不能覆盖整个施工现场，无法装卸材料，增加二次倒运量；2)附壁次数多：内爬式塔吊需每隔四层附壁一次，每次附壁至少2天，且附壁期间结构施工无法正常进行，延误工期；3)施工期间视野小，单位时间内吊次比外设式塔吊少；4)内爬式塔吊适于高层单体、单层面积小的单位工程，综上所述，本工程选用三台QTZ40塔吊。1.5QTZ40塔吊技术参数如下：最大额定力矩400KN/m最大起重量4t最大工作幅度47m起升高度独立式29m附着式120最大幅度起重量0.79t起升速度(m/min)a=260/40/7m/mina=430/20/3.5m/min变幅速度(m/min)22/33m/min回转速度(m/min)0.37/0.51r/min顶升速度(m/min)0.6m/min12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案结构自重26/23t标准节尺寸1500*1500*2200mm1.6现将具体方案描述如下：本工程土方施工同时开挖塔吊基础土方，为满足现场垂直运输需要，先施工1250mm高塔吊基础，塔吊基础底标高与基础筏板底标高相同，塔吊基础混凝土强度达到要求后及时进行塔吊安装。1＃塔吊布置在8#楼1轴以南A～D轴之间，2＃塔吊安装在7#楼A轴以东/11～15轴之间，3#塔吊安装在6#楼A轴以东/4～10轴之间。2．塔吊基础施工本工程塔吊基础依据塔吊生产厂家济南恒升工程机械有限公司出具的塔吊基础图施工。2.1土方开挖2.1.1工艺流程确定开挖坡度→放土方开挖线→分层开挖→修边和清底2.1.2基坑土方开挖完第二步土后，预留第三步土方，根据塔吊布置图上塔吊位置放出塔吊基础位置线。2.1.3塔吊基础土方开挖随基坑土方开挖一起进行，塔吊基础底标高与基础筏板底标高相同，随时进行修坡。2.1.4塔吊基础在距基底设计标高50cm槽帮处，抄出水平线，钉上小木橛，然后用人工将暂留土层（距基底200mm）挖走，同时由两端边线引桩位通线，检查距槽边尺寸，确定槽宽标准，以此修整槽边，清除槽底土方。2.1.5塔吊基础基底土层必须为老土，地基承载力P≥0.2Mpa，而根据包头市建筑设计研究院有限公司出具的地基勘察报告，本工程基底土层为强风化砂岩层，承载力特征值为0.24Mpa，可以满足塔吊基础地基承载力要求。2.2混凝土垫层施工12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案基础垫层尺寸、基底标高及地质情况经检查符合要求后，浇筑10cm厚C15混凝土垫层。垫层混凝土施工完毕后，在垫层上放出塔吊基础位置线。2.3塔吊基础混凝土施工塔吊基础混凝土强度等级为C30，浇筑完毕后待混凝土强度达到75%（以同条件混凝土试块抗压强度报告为准）即可进行塔吊安装。施工期间内要充分保证塔基混凝土养护工作，以尽快进入塔吊安装。2.3.1塔吊基础塔吊基础为与拟建建筑物成45°基础平台，基础截面为宽*高=6100*1250（mm）2.3.2钢筋施工根据厂家厂家的塔吊基础图要求，基础平台纵向钢筋为Ф16@200钢筋，横向钢筋为Ф10@200，每侧各4根Ф22抗扭钢筋，Ф12钢筋拉钩满挂，箍筋为Ф12@270。详见附图。2.3.3模板工程1）在垫层上弹出塔吊基础边线。2）用15mm厚多层板做侧模，50mm×100mm方木做横肋，间距不大于300mm，Φ48×3.5mm双钢管做竖肋，间距不大于1000mm，上下口各背两根Φ48×3.5mm通长钢管，上下口分别用钢管加扣件顶牢，横错间距不大于1200mm，斜支撑采用Φ48×3.5mm钢管加可调支托对角顶撑进行加固校正，其间距不大于1200mm。3）允许偏差垂直度：3mm；轴线位移：3mm；截面尺寸：＋4mm、-5mm；标高：＋2mm、-5mm。2.3.4塔吊支座地脚螺栓的埋设为保证塔吊支座的位置准确，地脚螺栓的安装依据厂家出具的塔吊基础图所示位置，精确定位，准确安装。为防止地脚螺栓位移，用短钢筋将其与基础钢筋点焊成整体，使其位置固定。在浇筑过程中，还要拉线控制其位置。地脚螺栓安放允许偏差：标高2mm；中心线位移2mm。2.3.5混凝土浇筑塔吊地脚螺栓位置检查符合要求后，才能进行混凝土浇筑，塔吊基础混凝土强度等级为C30。12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案混凝土浇筑时，密切注意观察钢筋、地脚螺栓有无走动情况，当发现有位移时，必须立即停止浇筑并及时修整，完全处理后再继续浇筑。混凝土浇筑时，泵管架不得与地脚螺栓及模板支撑碰撞或相连，以免因泵管的振动或外力而引起地脚螺栓位置发生偏差。混凝土浇筑后混凝土基础上表面严格按标高找平，标高及平整度误差控制在1/750以内。3.塔吊安装3.1塔吊安装前的准备工作3.1.1组织有关人员学习塔吊使用说明书，熟悉掌握塔吊技术性能。3.1.2根据施工现场情况确定塔吊位置和塔吊安装高度。（塔吊设在该楼的南侧），塔吊一次独立安装高度25米及23米。3.1.3塔吊基础施工：塔吊基础设置在老土上。塔基施工工艺按塔吊使用说明书要求执行。3.1.4塔吊安装机具准备：25T汽车吊一辆，10T载重汽车三辆，钳工常用工具一套，电工常用工具一套，经纬仪一台，活动搬手一套，死搬手一套，管钳两把，8磅大锤2个，撬棍4把，钢丝绳及滑鞍两组，钢卷尺2个，安全带6条，安全帽16顶。3.1.5将电源引入塔吊专用配电箱。3.2塔吊安装人员组织：该工程使用的塔吊由专业塔吊安装队伍负责安装，工地配合1名电工，3名架子工，2名起重工。3.3塔吊安装前安全检查验收3.3.1塔吊基础检查：检查塔基砼试压报告，待砼达到设计强度后方可进行组织塔吊安装。砼塔基的上表面水平误差不大于0.5mm。3.3.2对塔吊自身的各个部件，结构焊缝、螺栓、销轴、导向轮、钢丝绳、吊钩、吊具及起重顶升液压爬升系统、电气设备等进行仔细的检查，发现问题及时解决。3.3.3检查塔吊开关箱及供电线路，保证作业时安全供电。检查安装使用机具的技术性能是否良好，检查安装使用的安全防护用品是否符合要求，发现问题立即解决，保证安装过程中安装使用的机具设备及安全防护用品的使用安全。3.3.412内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案.塔吊在安装过程中必须保持现场清洁有序，以免防碍作业影响安全。设置作业区警戒线，并设专人负责警戒，防止以塔吊安装无关的人进入塔吊安装现场。3.3.5塔吊安装必须在白天进行，并应避开阴雨、大风、大雾天气，如在作业时突然发生天气变化要停止作业。3.3.6参加塔吊安装拆除人员，必须经劳动部门专门培训，经考试合格后持证上岗。参加塔吊安拆人员必须戴好安全帽，高空作业人员要系好安全带，穿好防滑鞋和工作服，作业时要统一指挥，动作协调，防止意外事故发生。3.3.7塔吊作业防碰撞措施。塔与塔之间的最小架设距离应保证处于低位的塔吊臂端部与另一台塔吊的塔身之间最少距离不低于2米，处于高位的塔吊（吊钩升至最高点），与低位的塔吊之间，在任何情况下其垂直方向的间距不小于2米。3.4固定式QTZ40塔式起重机安装程序、方法及要求3.4.1安装底座将两根纵梁垂直于轨道分别套装在塔吊基础梁上的预埋螺栓上并将螺栓拧好。再将横梁（井字梁）安装与纵梁上（安装时应按编号安装）。再将基础节安装与横梁上（安装基础节时必须按照遍号安装这样就可以避免无基础节的斜撑杆法安装），最后用销轴将基础节斜撑杆和水平撑杆安装定位。3.4.2安装过渡节安装过渡节时应注意顶升耳板方向与现场顶升方面一致。还应注意过渡节的爬梯应与底座爬梯方向一致。3.4.3安装爬升套架安装爬升套架时应注意套架的油缸应与基础节的耳板方向一致。3.4.4安装塔尖及回转部分在地面将驾驶室、电器线路、护栏、平台以及塔尖的拉杆安装完备。用吊车将回转系统吊装于基础节上，用12条、M33的高强螺栓联接牢固，用16条M22的高强螺栓将回转与爬升套架联接牢固。安装塔尖时应注意起重臂与配重壁方向，以避免不必要的移动50T吊车。3.4.5安装配重臂在地面上用四支40×178的销轴拼装好配重臂，接好起升主卷扬的电缆，接好配重臂拉杆。用50T吊车试吊配重臂，平衡后用油漆做好吊点标记进行正式吊装。3.4.6安装起重臂12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案在地面拼装好起重臂、装好小跑车及钢丝绳。接好起重臂拉杆，并用铁丝将拉杆固定在起重臂的上弦杆上。在地面进行试吊，试吊平衡后用油漆作好吊点标记。用25T吊车将二吨二的配重吊于配重臂上的规定位置。在起重臂的端部系住两根溜绳。25T吊车将起重臂吊起（吊装钢丝绳只能吊住起重臂的上弦杆而不要将拉杆兜在钢丝绳套内以防止拉杆无法安装），信号工指挥汽车吊司机、溜绳、空中作业人员密切配合将起重臂销孔与回转销孔就位，用销轴定位穿好开口销。3.4.7安装起重臂拉杆将塔机主卷扬钢丝绳、塔尖滑轮、起重臂拉杆滑轮穿绕一组滑轮组。空中作业人员将拉杆与上弦杆的固定铅丝钳断。命令汽车吊司机将起重臂稍稍向上抬起，塔吊司机操纵主卷扬将起重臂拉杆销孔与塔尖销孔对位，销轴固定后撬开开口销。3.4.8吊装其余配重3.4.9穿绕吊钩钢丝绳根据工作要求穿绕起重臂吊钩钢丝绳。（40M以下四倍率，40M以上二倍率吊重减半）。3.4.10检查全机的联接件如销轴、螺栓、开口销全部要求安装到位、拧牢、打开。检查全机工作结束。3.5安装安全措施塔式起重机安装高度最高达到120米，设有三道附着架。塔机臂长47米作业半径覆盖施工区域。现场工作环境极为复杂，现制定以下安全措施，工作人员要严格遵守。3.5.1作业前，全体工作人员学习安全、技术交底。进入现场，首先要熟悉工作环境。3.5.2作业使用的工、器具认真进行检查。特别是吊具、索具等吊装工具要严格检查。3.5.3安装现场必须有专职监督安全工作的安全人员监督安全工作，制止违章行为，防止非工作人员进入施工现场。3.5.4现场工作人员必须佩戴安全帽，系好安全带，穿着防滑鞋，身着工作服。3.5.5空中作业人员必须将安全带固定好。严禁无安全带违章作业。行走时注意脚下，防止摔倒。3.5.612内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案全体工作人员服从调动，听从统一指挥。由于安装拆卸作业属于多工种配合，全体人员必须服从现场调度指挥人中指挥。3.5.7空中、地面信号应清晰、准确、洪亮、及时，以便吊装工作顺利进行。3.5.8现场各工种密切配合、相互协作，作业人员精力、注意力要高度集中。3.5.9工作现场设置"禁行牌""防止空中坠物伤人牌"，非安装工人严紧进入施工现场。3.5.10空中人员进行作业时，工、器具和零、部件要放置工具箱或固定好。严禁空中坠落物品或向地面投掷物体，以免伤人。3.5.11严禁酒后作业，违者重处。3.5.12严禁5级以上大风天气作业。严禁大雨、在雾等恶劣天气下作业。3.5.13在使用乙炔、电焊时遵守安全规程。3.5.14吊装作业对不知吊点的吊物应进行试吊，确认无误后进进行正式吊。3.6塔式起重要标准节项升程序及要求塔式起重机顶升作业必须在小于4级的风力天气下进行。顶升前检查塔机的机械系统、电器系统、结构部分和液压系统。检查顶升部分的油缸、油缸横梁、标准节耳板和套架挂板。顶升作业程序如下：3.6.1塔机用顶升专用钢丝绳扣将一个标准节吊至回转下的引进梁上（注意吊起的标准节耳板方向与塔机耳板方向应安全一致）。塔机吊起一标准节平衡塔机，调整爬升套架与塔身的间隙（25MM为宜）。3.6.2拆除标准节与回转连接的12支高螺栓。3.6.3顶升油缸，使油缸横梁顶入标准节的耳板。顶升进注意要将套架挂板提起。3.6.4当油缸的行程将尽时，放下套架挂板，回收油缸使是套架挂板顶住标准件。3.6.5继续回收油缸。将油缸顶住标准节的更高的耳板，继续顶升。3.6.6反复顶升，达到需要高度。3.6.7空中作业人员将标准节拉入，将标准节螺栓拧住。3.6.8最后将回转与标准节的螺栓拧住。3.6.9塔吊必须做好接地保护，防止雷击（采用不小于10mm2多股铜线用焊接的方法连接），接地电阻值不大于４欧姆。3.6.10塔吊安装完成后，在无荷载的情况下，塔身与地面的垂直度偏差值不得超过3/1000。3.6.1112内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案塔吊各部件的连接螺栓、销轴预紧力应符合要求。液压系统、安全阀的数值，电器系统保护装置的调整值及其它机构部件的调整值，均应符合要求。3.6.12力矩限制器的综合误差不大于其额定值的８％，超过额定值时，力矩限制器，应切断吊钩上升和幅度增大方向的电源，担机构可做下降和减小幅度方向的运动。3.6.13超高限制器：当吊钩架上升高度距定滑轮不小于１米时，超高限制器应能切断吊钩上升方向的电源。3.6.14变幅限制器：当小车行驶至吊臂端部0.5米处时，应能切断小车运行方向的电源。3.7附着方案、程序及要求8#楼主体为33米，根据说明书要求，设二道附着架。第一道附着架在21米，第二道附着架在第一道附着架以上的8米。7#楼主体为33米，根据说明书要求，应设二道附着架。第一道附着架在21米，第二道附着架在第一道附着架以上的8米。6#楼主体为33米，根据说明书要求，应设两道附着架。第一道附着架在21米，第二道附着架在第一道附着架以上的8米。当塔机超过21米时，就应当安装第一道附着架，安装时首先先清理埋件，将附着杆接头焊在预埋件上，然后利用塔吊将附着套架安装在与预埋件水平一致的塔身标准节上，此时将附着杆安装在附着套架与预埋件接头上打入销轴撬开开口销，安装全部就位以后，调节连杆螺使附着杆受力。附着架安装时的注意事项：3.7.1当塔吊机超过21米时，必须安装附着架。3.7.2附着杆保持在同一个水平面上。3.7.3附着装置应与塔身紧固联系，在工作过程中，应随时检查各个节点有否松动现象，如发现有异常情况，应迅速停止操作并采取调整措施。3.7.4安装附着架时塔吊下部的施工区域禁止通行。3.7.5全体作业人员要协调统一、听从指挥、互相配合。3.7.6高空作业人员必须佩带安全带，安全帽，工作服，防滑鞋。3.7.7高空作业的手动工具及零配件要妥善放置，严防高空落物伤人。3.8验收及试运转要求12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案塔吊安装完成后，由项目经理组织有关人员进行检查验收，经验收合格后，填写施工现场机械设备验收报审表，并提供以下材料：（1）产品生产许可证和出厂合格证；（2）产品使用说明书、有关图纸及技术资料；（3）产品的有关技术标准规范；（4）企业自检验收表。报当地建筑施工安全监督站，待安全监督站检查、验收合格签发验收合格准用证后方可进行使用。3.8.1技术检验：结构部门：检查部件、附件、联结件、安装质量和螺栓等连接件的紧固程度，结构外表有无变形，开焊、裂纹等；压重、配重是否符合要求。3.8.2绳、轮、钩系统：检查钢丝绳的质量、规格、缠绕、固定和编插等情况应符合规定，各部滑轮灵活可靠、吊钩无超标磨损。3.8.3传动系统：检查各机构传动应平稳无异响，制动器、离合器等灵活可靠，各润滑点润滑良好，油质符合规定。3.8.4电气系统，检查供电能否保证正常工作，各接触点良好、仪表、照明、报警系统完好可靠，控制操纵装置动作灵敏、可靠，各安全装置齐全、可靠，绝缘电阻等符合规定。3.8.5安全装置和保护装置，检查各安全限位和保护装置应齐全、灵敏可靠。3.8.6试运转3.8.7.1塔吊安装完成检查无误后，必须进行空载、静载、动载试验，其静载试验吊重为额定荷载的125％，动载吊重试验吊重为额定荷载的110％，以测定整机的技术性能，经试验合格后方能交付使用。3.8.7.2通过试运转发现安装质量问题由安装单位及时处理。3.8.7.3全部合格后，由参加验收的部门人员在检验记录上填写验收结论并签认作为安装合格交付使用的凭证。4．塔吊使用、维修、保养技术措施4.1塔吊司机指挥和司索人员必须经市以上劳动部门培训合格持证上岗，塔吊指挥必须使用旗语指挥。4.2塔吊正常工作气温为＋40摄氏度，－20摄氏度，风速低于20M/sec,如遇雷雨、浓雾、大风等恶劣天气应立即停止使用。4.3操作人员要严格执行操作规程，认真作好起重机工作前，工作中、工作后的安全检查和维护保养工作，严禁机械带病运转。工作完成后，保证起重机臂随风自由转动。4.4起重吊装中坚决执行十不吊12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案（１）吊物重量超过机械性能允许范围不准吊；（２）信号不清不准吊；（３）吊物下有人不准吊；（４）吊物上站人不准吊；（５）埋在地下物不准吊；（６）斜拉、斜挂不准吊；（７）散物捆扎不牢不准吊；（８）零杂物无容器不准吊；（９）吊物重量不明、吊索具不符合规定不准吊；（１０）遇有大雨、大雪、大雾和六级以上大风等恶劣天气不准吊。4.5起重机应经常进行检查、维护和保养，转动部分应有足够的润滑油，对易损件必须经常检查维修更换，对机械的螺栓，特别是振动部件，检查是否松动，如有松动及时拧紧。4.6各机械制动器应经常进行检查和调整，在磨擦面上不应污垢。减速箱、变速箱、齿轮等各部的润滑及液压油均按润滑要求进行。4.7要注意检查各部钢丝绳有无断丝和松股现象，如超过有关规定，必须立即更换。4.8使用液压油严格按润滑表中的规定进行加油和换油，并清洗油箱内部。经常检查滤油器有无堵塞，安全阀在使用后调整值是否变动。油泵、油缸和控制阀是否漏油，如发现异常及时排除。4.9经常检查电线、电缆有无损伤，如发现损伤应及时包扎或更换。4.10各控制箱、配电箱应保持清洁，各安全装置的行程开关及开关触点必须灵活可靠，保证安全。4.11塔机维修保养时间规定：（１）日常保养（每班进行）；（２）塔机工作1000小时后，对机械、电气系统进行小修一次；（３）塔机工作4000小时后，对机械、电气系统进行中修一次；（４）塔机工作8000小时后，对机械、电气系统进行大修一次。5．塔吊拆除5.1塔吊拆除人员组织：该工程使用的塔吊由专业塔吊安装队伍负责安装，工地配合1名电工，3名架子工，2名起重工。5.2机具准备预定吊车　25吨汽车吊各一辆　运输车：5吨货车　半挂车工具：一副专用钢丝绳　四个卡环　10米钢丝绳两条　细绳套两条　专用搬手四把　12寸活搬手二把5.3拆除程序方法：5.3.112内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案该塔机有三道附着，先降标准节，将起重臂转至平行于建筑物，将变幅小车行至合适位置并予以制动，松开最上节螺栓（上面八条下面八条）将滚道装好四个滚轮，顶升，使下面节定位销与上节脱开后，向外推标准节，注意每个滚轮处要求有一人，向外推时注意四个轮不得有任何一轮从滚道上滑下来，走偏时必须撬正，推出后搬开大角后收油缸降套架，当大角落过踏步时，搬平大角直至落至下面踏步上，收油缸使扁担与踏步脱开搬出后，空顶油缸落入下一踏步上，继续顶升，搬开大角后收缸降套架，使回转部分与标准节对正落下，每角上好一条螺栓带好母，跑回小车用短绳吊起标准节，取下四个滚轮，向外跑车将节平稳落于地上，重复此过程至拆完最上道附着后，自由悬高不超过27米时，拆最上道附着，用长绳两根吊起重臂侧长附着杆吊好打出销子，吊下。其余三根同样，吊抱箍时，用长绳挂好前铡抱箍，后侧抱箍用铅丝捆于标准节上，松开顶丝及抱箍法兰盘处理6条螺栓（M24），吊下，再吊后抱箍拆完后继续降标准节，重复本过程至塔吊起重臂至地高20米时为止。5.3.2将50吨吊车支于塔身一侧，便于吊车拆卸其它部件使用，用短绳具将平衡配重（最大重量为2.26t）取下直接装于运输车上。平衡重销轴集中清点后妥善保存。5.3.3拆卸起重臂5.3.3.1首先拆主钩钢丝绳，将吊钩落于地面上，由两人在起重臂头部，配合拆下钢丝绳（用麻绳绑扎钢丝绳顶端将其缓慢放下）起主卷扬，使剩下绳长足以吊起重臂拉杆为宜。5.3.3.2因场地小，先将起重臂前部十米取下，拆下变幅绳，将前绳盘好捆于变幅机构处。支好25吨吊车，取下时吊点要先正确且跨度要适当大一些，人员在高空作业时必须穿防滑鞋佩带安全带，打销子时避免销子、工具掉下。5.3.3.3将主钢丝绳绕过塔顶轮与拉杆轮绕好后锁至起升绳固定点。5.3.3.4拆拉杆：25吨汽车吊用短绳吊起起重臂，50T汽车吊用短绳吊起起重臂10米左右，25吨车起升使起重臂抬至一定角度，吊起起升绳使扇形板与塔顶连接锁不受力为止，打出销子，缓慢平稳地放下起升绳使拉杆平放于起重臂上，并用铅丝捆扎牢固，25吨车落钩至起重臂水平，50吨车起钩至吊绳受力后再起升一点，打出起重臂根部销子，然后将起重臂缓慢放于地面上。此步骤两吊车必须协调配合，由专人统一指挥。5.3.4拆平衡臂：拆机构线路，50t车将最后一块平衡重卸下，用专用钢丝绳吊好平衡臂，系好缆绳（作地面拆后控制用），起升至一定角度，打拉杆销后，在平衡臂放至水平情况下，打根部销轴，专人操作缆绳控制平衡臂平衡下放于运输车上。5.3.5拆塔顶、架驶室及回转：用短粗绳在塔顶处挂好，打出套架销轴、松开连接螺栓，起升吊下放于地面。5.3.6用一副钢丝绳吊底下的标准节，松开标螺栓后起吊立放于地面。12内蒙古精恒重卡工程项目部 通辽市泰丰建设集团有限公司6#、7#、8#楼工程塔吊安拆施工方案5.3.7用一副绳吊底下的基础节，松开地角螺栓吊至地面放倒后，装于车上。5.3.8拆卸套架平台放于一起，放倒套架装于车上，拆散起重臂装于车上。5.3.9清点小件：螺栓、电缆、大钩、液压泵等集中装运。5.4安全技术措施：由于本施工塔吊安装了二道附着，故在拆除时要更加注意安全。首先，全体拆除人员在拆除本塔吊以前要详细了解拆过程中要做到以下各项安全制度。5.4.1全体工作人中员进入施工现场必须正确戴好安全帽，两米以上高空作业必须系好安全带。5.4.2拆除塔吊所使需的工具、索具在工作前要进行全面检查，其是否安全有效，否则必须进行更换。5.4.3拆除过程中要设专职安全员及吊装指挥，拆除工作统一指挥。5.4.4拆除过程中要做好安全防护工作，在塔吊回转范围内设立警戒区，并派专人监控。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8GK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^GjqvadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849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