西铁多元综合楼1、2#楼附着升降脚手架施工组织设计

'浚达JUNDA西铁多元综合楼1、2#楼附着升降脚手架施工组织设计陕西浚达技术工程有限责任公司二〇〇七年十二月十八日27 附着升降脚手架施工组织设计审批表工程名称西铁多元综合楼1、2#楼工程地址太乙路建设单位西安铁路局多元集团公司设计单位中国建筑西北设计研究院施工单位中铁十二局方案性质施工方案方案编制单位陕西浚达技术工程有限责任公司方案编制编制人：部门盖章：年月日审批意见审批人：审核单位：年月日27 目录第1章爬架简介31.1爬架的特点31.2爬架的组成51.3爬架的工作原理5第2章工程概况6第3章施工方案63.1方案设计依据63.2平面设计63.3立面设计73.4爬架技术性能指标8第4章施工现场管理84.1爬架施工组织机构84.2安全措施94.3安全检查制度104.4安全应急预案104.5文明施工及环境保护措施12第5章爬架的安装135.1爬架的安装流程图135.2爬架架体的搭设135.3爬架钢梁的安装175.4爬架电气的安装使用185.5爬架防坠机构和电葫芦的安装215.6爬架的调试验收21第6章爬架的升降226.1升降流程图226.2升降前的准备226.3升降作业226.4爬架升降后的检查验收24第7章爬架的使用257.1爬架使用注意事项257.2使用中的日常维护25第8章爬架的拆除268.1拆除前准备268.2安全拆除268.3拆除后整理保管2727 第1章爬架简介1.1爬架的特点附着升降脚手架（俗称爬架）是一种用于高层建筑工程施工的新型外脚手架，以其适用范围广、安全性能好、经济成本低、操作简单方便、外型美观而著称。1.1.1适用（1）可满足现浇框架结构、剪力墙结构、塔（筒）形结构以及其他结构形式的高层建筑主体结构和外部装修施工操作需要。（2）可满足结构施工时上层支模浇砼、下层拆模、材料转运、安全防护、边墙砌砖、预应力张拉等多种施工操作需要。（3）可满足喷涂料、贴瓷砖及玻璃幕墙安装等各种装饰工程多层同步施工操作需要。（4）可满足层高变化、外形变化、圆弧、转角、阳台、挑板、挑沿等复杂外形的施工操作需要。1.1.2安全（1）附着升降脚手架在建筑物外围底部一次性搭设拆除，且架体的升降主要是由操作人员在建筑物内部遥控实施的，因而克服了各种传统脚手架在高空反复搭设拆除的缺陷，彻底根除了操作人员高空作业的风险。（2）附着升降脚手架的导轮导轨装置使架体受到水平约束力，从而确保了架体平稳升降而不至于发生晃动或倾覆。（3）附着升降脚手架的安全防坠装置确保了在吊挂装置失效时迅速将架体锁定主体结构上。（4）附着升降脚手架配备有先进的智能控制系统，27 其中同步预警荷载控制器与智能型电控柜可确保架体同步升降，同时其电流控制系统还具有短路、断路、缺相及过载保护功能。1.1.3经济（1）附着升降脚手架仅需搭设六步半（覆盖楼层四层半）即可随工程进度逐层升降，而各种传统脚手架需要满搭设或不断分段搭设（每段覆盖四层左右），即便是比较节省材料的分段搭设也至少需要两批材料反复周转，所以采用附着升降脚手架可节省材料达60%以上。（2）附着升降脚手架在建筑主体外围底部一次性搭设到位后即可独立自动升降而无需依赖塔吊，从而减轻了塔吊的工作压力，使塔吊使用周期缩短三分之一、节约成本平均在8万余元左右。（3）附着升降脚手架在主体结构上的生根点是为数不多的直径仅为Φ50mm左右的圆孔，因而不会留下大批预留洞需要随后修补。（4）附着升降脚手架一次性搭完毕后，在升降过程中只需少数人员进行操作，因而可节省60％劳动力。（5）附着升降脚手架可以反复多次使用。（6）附着升降脚手架在工程进入装修阶段时不仅可以满足多步同时施工，还可以连续下降四层从而极大的加快了施工进度、缩短了施工周期、降低了整个工程总造价。1.1.4方便（1）附着升降脚手架除需要在底部一次性搭设拆除外，整个升降过程中只需监控即可，所以操作极其简单方便。（2）27 附着升降脚手架根据工程施工要求既可整体升降，也可分片升降。1.1.5美观附着升降脚手架因为只需搭设拆除一次，所以不需占用有限的施工空间，从而为工程施工中其他工序的展开创造了良好的作业环境，还使得整个施工现场干净整洁、美观漂亮。1.2爬架的组成附着升降脚手架主要由架体、悬挂系统、动力及控制系统、安全保护装置等部分构成（如图一所示）。1.2.1架体架体主要由水平框架、垂直框架及普通脚手架构成（如图二所示）。1.2.2悬挂系统悬挂系统主要由穿墙螺栓、钢梁、可调拉杆、钢绳等构成（如图三所示）。1.2.2动力及控制系统动力及控制系统主要由电动葫芦、电动控制系统构成。1.2.3安全保护装置安全保护装置主要由安全防坠装置构成。1.3爬架的工作原理爬架是通过附着支承结构附着在工程结构上并依靠自身的升降设备实现升降的悬空脚手架，即沿建筑物外侧，搭设一定高度的外脚手架，并将其附着在建筑物上，脚手架带有升降机构及升降动力设备，可27 随着工程进度沿建筑物升降。具体讲：从标准层开始搭设，随着工程的进度，工程施工一层，架子搭设一层，搭设够四层半后开始爬升；随着工程的施工进度，工程施工一层，架子爬升一层，一直爬升到顶层；外装修时开始下降，随着工程的外装修进度，装修一层，架子下降一层，到起始搭设位置后拆除；还可根据工程需要在顶部拆除（如图四所示）。第2章工程概况西铁综合楼1、2#楼为剪力墙结构、32层，三层以上为标准层、标准层高为2.9m，主体施工外脚手架采用陕西浚达技术工程有限责任公司研制生产的JDPJ-01附着升降脚手架，它能够起到结构施工外防护和外墙装修操作等作用。第3章施工方案3.1方案设计依据（1）工程标准层结构平面图（2）JDPJ-01型爬架安装操作规程和技术指标（3）《建筑施工安全检查标准》（JGJ59-99）（4）《建筑施工附着升降脚手架管理暂行规定》（5）《建筑施工扣件式钢管脚手架安全技术规范》（JGJ130-2001）（6）《建筑施工高处作业安全技术规程》（JGJ80-91）（7）《建筑安装工人安全技术操作规程》（8）《建筑现场临时用电安全技术规范》（JGJ46-2005）3.2平面设计3.2.1根据工程结构情况1、2#楼分别设24、58套提升机构，两座楼共设置82套提升机构，配置15台电动葫芦，1#楼分4段对架体进行升降，最大段设6个机位27 ，2#楼分8段对架体进行升降，最大段设8个机位（如图五所示）。3.2.2架体底部采用标准连接杆搭设底部桁架，局部用脚手架钢管搭设底部桁架，搭设长度不超过2m。3.2.3施工电梯处搭设爬架；塔吊附墙杆始终附在附着升降脚手架的底部或让开架体的主框架和立杆，在升降时，遇到大横杆与附墙杆相干涉时，采用架体大横杆先加后拆的办法让开塔吊附墙杆。3.2.4脚手架体距结构大于300mm应采用普通钢管内挑，悬挑长度不得大于1.8m，并应设斜拉杆与架体大横杆连接，其水平夹角不小于45度。3.3立面设计3.3.从三层底板以上1.2m处开始安装搭设。随施工进度逐层搭设、搭设至第七层一半处（外排搭设七步架内排搭设六步架）开始提升。3.3.2爬架的预埋孔从第四层开始设置，其相关尺寸应符合图六、七要求。为了确保升降架不影响工程进度，每次浇砼后3日内须将预埋孔处的内外墙（梁）侧模拆除，以便于及时安装提升机构。主体施工时，用于支模的钢管、木方等不得伸入架体内，不能以外架作为支撑体支顶墙（梁）模。3.3.3施工电梯和塔吊位置如图五所示，塔吊在附墙时，其附墙杆应避开提升架的主框架和立杆，提升架在升降时其大横杆碰到塔吊附墙杆时应采用先加固后拆除的方法，以确保架体的整体升降。施工电梯处架体始终处于其上部，下降时拆除该处爬架。3.3.4爬架27 在运动时，架体上不得有钢筋、模板、木方等杂物，除外架操作人员外，其它工种人员不得在架体上施工或走动。3.4升降架技术性能指标架体高度约13.5m架体步高1.8m允许施工荷载3×2KN/m2两提升点最大水平间距6m主框架附着垂直偏差≤±20mm预埋件垂直偏差≤±20mm架体廊道宽度0.9m架体自重2―3T架体离墙距离0.4m架体立杆间距最大1.8m电动功率0.5KW架体升降速度140mm/min第4章施工现场管理4.1爬架施工组织机构4.1.1组织机构图工地项目经理部↓总指挥↓主管工程师↓机械工程师←→主管安全员↓爬架专业组组长↓架子工←→辅助工、电工27 4.1.2人员配备及职责范围职务职称人数职责范围总指挥工程师1负责审定施工组织设计方案，安装操作方案，下达升降指令。主管工程师工程师1负责现场安装、操作、安全检查、操作人员培训、现场人员调配。负责同工地其它部门的总协调、安装、操作、安全检查、现场总指挥。机械工程师工程师1负责架子搭设、提升机构及其控制部分安装、调试、维护、保养等方面问题的处理。电气工程师工程师1负责电气部分的安装、调试、维护、保养等方面问题的处理。安全员工程师1负责安全检查，现场安全警戒。架子工持证15-20从事外架搭设作业三年以上，负责架子搭设、提升机构安装、调试，升降中观察同步性及运动中监视各部件工作情况。电工持证1-2负责电气部分安装、调试、维护、保养等辅助工按需根据现场需要，临时增减，可从事升降过程中的监视、预埋件的设置等工作。4.2安全措施4.2.1外架施工方案由公司专职技术人员编写，并由公司技术负责人审核批准。4.2.2外架入场以前由公司技术、安全、生产部门与土建方进行安全技术交底；由公司技术、安全部门对现场工人进行安全技术交底和入场教育。4.2.3外架材料必须有相关的合格证明；操作人员有相关操作证。4.2.4外架搭设完毕必须经检查验收合格后方准运行。27 4.2.5外架严格执行运行通知制度。4.2.6外架每次运行前及到位后必须有检查记录。4.2.7公司对各现场的外架进行不定期的安全检查。4.3安全检查制度4.3.1爬架安装搭设完毕,由总包单位、分包单位及班组人员进行检查验收，验收合格后才能提升。4.3.2班组每次提升下降前后按《升降前后检查记录表》进行安全检查并做好书面记录。4.3.3公司每月对各工地进行一次安全大检查。4.3.4架体提升到结构顶或停留时间超过一个月,要对架体加固情况进行检查。4.3.5架体下降前要对架体脚手杆及脚手板检查是否满足装修施工的要求,对穿墙螺栓是否打油保养，电控柜及电动葫芦是否正常进行检查。4.4安全应急预案外架施工是安全风险较高的行业之一，主要风险及应对措施：4.4.1高空坠物：在架体的底部满铺脚手板，并用安全网兜底和用竹胶板封闭；在结构主体每隔10层搭设一道水平防护；在架体外侧搭设护栏杆并挂密目安全网及尼龙网或钢丝网；在操作层外侧设踢脚板，下面挂一道水平大眼安全网；每次运行到位后，安全防护经检查合格后才能投入使用；架体高空搭设及拆除时，在下面设置安全警戒区域。4.4.2架体下坠：每个吊点都安装两道钢梁并进行底部卸荷及顶部拉结，穿墙螺栓螺母要拧紧且露出螺杆不少于3扣，斜拉钢绳27 要拉紧；提升设备采用7.5吨电动葫芦增加安全系数，升降时加防坠器保险；如遇5级及以上大风，在架体上部增加水平临时拉杆与结构拉结或拆去部分安全网减少风载。4.4.3防火：在架体的四角各设置一个灭火器和消防水管；一旦发生火情立即拨打119。全体管理人员和作业人员必须具有强烈的安全意识，大家要认真执行公司的相关规定，齐心协力杜绝经济损失在5000元以上的重大伤亡事故。一般事故按以下程序进行处理。a、检查发现的安全隐患，必须落实整改措施、落实执行人员、落实整改资金、落实整改期限。并对整改事项进行复检，复检合格后才能继续使用，复检不合格继续进行整改，并对相关责任人进行处罚。b、一旦发生安全事故，应立即拨打120抢救伤员，在抢救伤员的同时采取必要的措施防止事故进一步扩大。c、保护好现场，工地向公司报告，公司向有关行政管理部门报告。d、公司安全部门对事故进行调查、取证，划分事故责任，提出处理意见。e、安全部门分析事故原因，提出预防措施。f、公司对事故进行处理，并对全体员工进行安全教育。4.5文明施工及环境保护措施4.5.1爬架进入工地现场前，项目部应在施工塔吊工作范围内准备一块平整且已固化大约300㎡左右的场地及符合要求的库房，以备堆放爬架零配件及组装爬架底部桁架。27 4.5.2爬架进入工地现场前，项目部应安排好收货人员及至少6-8名卸货人员。4.5.3卸货人员在装卸货物时应轻拿轻放，严禁“砸、撬、摔、扔”等野蛮装卸。4.5.4卸货人员应将爬架材料分门别类堆放整齐，并且在材料底部放置方木，以便吊运组装及防脏防水，再者穿墙螺栓、销轴、可调拉杆、斜撑调节栓、防坠装置、顶墙轮、标准件、钢绳、绳卡、电线电缆、电葫芦及电柜等轻小贵重物品应分类整齐地放置在通风干燥的库房中，严禁露天胡堆乱放，造成损坏丢失。4.5.5爬架有关资料应及时交由资料员或相关人员按要求合理编目科学保管。4.5.6爬架上所配置钢管、扣件、脚手板及踢脚板、装饰板、密目网、尼龙网等应按要求清理或清洗及刷漆。4.5.7穿墙螺栓、可调拉杆、斜撑调节栓的丝口上应在使用前及使用中定期涂抹黄油或机油加以保护以便操作。4.5.8应在爬架提升前在爬架垂直框架导轨上涂抹黄油以减轻提升阻力及消除噪音。4.5.9定期给电葫芦链条及链条导轮上加机油以消除摩擦产生的噪音。4.5.10电葫芦挂在爬架上时应将电葫芦用防雨布加以包裹以防其电机进水受潮损坏。4.5.11电线电缆、插头插座、电葫芦、电柜在使用过程中，严禁生拉硬拽、胡堆乱放、连砸带摔，每天使用完毕电线电缆应及时盘整送入库房交专人妥善保管。27 4.5.12严禁在爬架上堆放钢管、扣件及方木等杂物，并安排专人定期对爬架底部及安全网等进行清理，清扫架体时，应喷洒清水以免灰尘飞扬污染环境。4.5.13爬架工人应按要求戴安全帽、系安全带着装整洁上岗，严禁喝酒、吸烟、嬉笑、打骂、狂喊等不文明行为。第5章爬架的安装5.1爬架的安装流程图搭设安装平台→组装垂直框架1、水平桁架→吊装垂直框架1、水平桁架→吊装后续垂直框架→搭设脚手架体→铺脚手板、踢脚板、挂安全网封闭→安装提升机构→安装防坠机构→安装电动葫芦→检查验收投入使用5.2爬架架体的搭设5.2.1爬架架体安装平台的搭设图五所示、从三层底板以上1.2m处开始安装搭设爬架，在该处搭设一个安装平台。平台的水平度应控制在±20mm范围内，宽度为1m，平台内排距离主体结构为500mm，平台要求能承载10KN/m2（如图八所示）。5.2.2预留孔的设置根据附着升降架预留孔位置尺寸图（如图六、七）设置预留孔，预留孔应从安装平台的上一层楼开始设置。将直径50mmPVC管或直径48焊管裁成比预留孔处的墙或梁短2-3mm，在其内部填入泡沫并将两头用胶带密封，然后根据附着升降架预留孔位置尺寸图用铁丝将其和主体上的钢筋扎牢并在浇砼前对其位置予以检查，发现错位立即校正。27 5.2.3垂直框架1和水平定型框架的安装在平整硬化的地面将垂直主框架1放置就位，按爬架平面布置图五所标注的桁架尺寸安装连接通用立杆、大横杆、小横杆、桁架斜杆，大横杆置于通用立杆连接板内侧，斜杆在外，将M14×40的螺栓由外向内穿入，严格控制其水平度和垂直度，调整合格后，再将所有连接螺栓拧紧（螺栓拧紧后需抹上黄油，以免生锈）。如果连接好的桁架长度超过5m应在内排立杆及外排立杆900mm处各背一道钢管以提高桁架强度防止其在吊装过程中变形（如图九）。用塔吊将安装好的导轨、桁架吊装到平台，按（如图六）设计尺寸摆放就位，控制好导轨与结构之间的距离，标准钢梁处与墙（梁）距离为357mm；中钢梁处与墙（梁）距离为957mm；阳台钢梁处与墙（梁）距离1857mm.2157mm。将爬架与平台连接固定（如图十）。5.2.4后续的垂直框架的连接：用塔吊吊起后续垂直框架，将后续垂直框架的连接孔和下节垂直框架的连接孔对正、上下垂直框架的导轨接茬偏差≯2mm，装入M20×40螺栓、调整铅垂度，垂直框架垂直偏差≯20mm、拧紧螺栓；以后照此方式随施工进度逐步安装。5.2.5爬架架体的搭设（如图十一、图十二）（1）对搭设材料的要求：a.脚手架钢管外观平直光滑，没有裂纹、分层、压痕、硬弯等缺陷，并应喷（刷）防锈漆进行防锈处理；立杆最大弯曲变形应小于L/500,横杆最大弯曲变形应小于L/150；端面平整，倾斜偏角应小于1.70mm;实际壁厚不得小于标准公称壁厚的90%；b.扣件螺纹连接件应无滑丝、变形、严重锈蚀等现象；c.脚手板宜采用由木板以及27 毛竹或楠竹制作的竹串片板、竹笆板，脚手板不得有腐烂现象；d.安全网≥800目/100cm2，不得有破朽现象；e.螺栓采用国标螺栓，严禁采用钣牙套丝或螺纹锥攻丝。（2）在底部桁架上搭设双排脚手架。立杆和底部桁架用对接扣件及立杆法兰板连接，这两连接方式错开（如图九），相邻立杆对接头不应在同一步架内，且同步内隔一根立杆的两个相隔接头，在高度方向错开的距离不宜小于500mm。各接头中心端点的距离不宜大于步距的1/3。（3）外侧大横杆步距900mm，内侧大横杆步距1800mm，两根相邻纵向水平杆的接头不宜设置在同步或同跨内；不同步或不同跨两个相邻接头在水平方向错开的距离不小于500mm各接头中心至最近端点不宜大于纵距的1/3。（4）小横杆贴近立杆布置，搭于大横杆之上。外侧伸出立杆100mm，内侧伸出立杆100～400mm。内侧悬臂端可铺脚手板。（5）架体外侧必须架搭设满布的剪刀撑，剪刀撑的钢管不得采用对接方式联接，必须采用搭接方式联接，搭接长度不得小于1米，倾角为45～60°；架体内侧应搭设倒八字剪刀撑将底部桁架与主框架连接，以防止架体下沉（如图十三）。（6）架体内可以搭设人行道，但必须搭设在主框架跨度较小的位置。（7）安装过程中架体与工程结构间应采取可靠的临时水平拉撑措施，确保架体稳定。（8）塔吊附墙处可不断开，但塔吊附墙杆始终附在提升架的底部或让开提升架的主框架和立杆，在升降时，遇到大横杆与附墙杆相干涉时，采用架体大横杆先加固后拆除的办法让开塔吊附墙。（如图十四）。27 （9）脚手板、扶手、翻板、踢脚板、安全网的设置脚手板、扶手、安全网、踢脚板的设置应与架体的搭设同步进行。a、水平框架底部的脚手板用4cm厚木板铺设.b、作业层扶手设在架子的外排以及每片架的两端0.6米及1.2米高处，设两道扶手.c、在架子与结构楼面的空隙处用翻板封闭，翻板用多层板、合叶、钢钉制作，翻板为活动件，升降时翻开，静止时盖好.d、每层脚手板的外侧要设18cm高的踢脚板。e、架体外侧应满挂密目安全网及小孔尼龙网进行封闭式围护，要保证安全网横平竖直，不能出现漏洞，安全网应有尽可能多的点与架体进行连接，安全网的绑扎要用铁丝不能用扎丝。脚手板、扶手及踢脚板设在操作层，在升降架上最多可设三个操作层。（10）扣件式脚手杆件搭设的架体，搭设质量应符合相关标准的要求和满足设计及使用的要求。（11）架体搭设的整体垂直偏差应小于4‰，底部任意二点间的水平高差不大于50mm。5.2.6爬架架体搭设中应注意事项：（1）立杆接头必须采用对接扣件对接；相邻立杆的对接扣件不得在同一步架内。（2）大小横杆必须用直角扣件扣在立杆上，相邻大横杆的接头不得在同一跨内。27 （3）剪刀撑应在2-3根立杆之间用旋转扣件与立杆相扣，剪刀撑与大横杆的夹角应在45--60°之间。（4）扣件规格必须与钢管外径相同，扣件螺钉拧紧应在40N·M--65N·M之间，所有杆件端头伸出扣件盖板边沿的长度≮100mm;对接扣件的开口应朝上或朝内。脚手板应铺满、铺稳，不能出现探头现象。5.3爬架钢梁的安装5.3.1在清理完第一层预留孔后，安装第一道钢梁，将穿墙螺栓从墙内穿入把钢梁用螺母与建筑物联结紧固，螺母拧紧后螺栓头露出螺母端面的螺纹不少于5扣；钢梁组件的挂板与建筑物表面贴实，钢梁端头的导轮组件要套在垂直框架导轨的导向槽里（如图十五）。5.3.2完成第二层预留孔后，按照上面的要求安装第二道钢梁。5.3.3安装墙体部位顶墙轮，将顶墙轮用钢管固定在第一步架底部的架体上，并与建筑物墙体靠实（如图十七）；5.3.4安装阳台处的导柱，将导柱用钢管固定在第一及第二步架体上，并将导柱与边梁靠实（如图十六）。5.4爬架电气的安装使用5.4.1电葫芦与电控柜的连接本工程采用电动葫芦作为动力设备来升降架体，因此所有电气的安装必须符合有关安全技术规范。电动葫芦的接线及与电控柜的连接见图十八，将所有电动葫芦电缆线与电控柜连接好。27 5.4.2电控柜操作规程控制柜内部设有漏电、过流、短路保护电路。具有载荷超重自动断电、声光显示报警的功能。（1）技术参数无线遥控距离：开阔地：250米、复杂环境：100米控制柜进线电源：380V+零+接地保护三相五线制控制柜输出总功率:8KW单路输出功率:800W负载短路保护电流:40A负载过流保护电流:25A漏电保护电流:30MA载荷超重断电保护:4T（2）安装调试及运行连接好电控柜与电葫芦的控制线.按常规逐个预紧好提升架的各个提升点后.就可以进行提升架的整体提升与下降操作.在架体运行中,如有障碍物影响架体正常运行,这时该提升点荷载会迅速增大,相应的电动设备的电流会急剧上升,热继过载装置会自动切短电源,架体停止运行,并发出声光报警信号.提示工作人员排除障碍.障碍排除后,可按下控制柜上的“复位报警解除”按扭，如不能复位，打开柜门，按下热继电器复位按钮，继续架体运行.如障碍未排除,报警无法解除,“智能控制柜”将自动拒绝操作架体运行的任何指令.（3）遥控操作27 打开荷载保护开关的同时，遥控装置进入待机状态。遥控手柄配有主机一个，分机若干个。主机由电控柜操作人员持有，主机可遥控架体的提升、停止、下降。分机只能遥控停止。分机由多个观察看点人员分别持有。如观察看点人员发现自己所观察的范围内有异常情况，可按下遥控手柄上的停止按键，终止架体运行，并及时向电控柜操作人员报告情况。在遥控停止状态下，手动操作控制柜的提升或下降将无效。需按下控制柜面板左上角的“复位报警解除”按扭方可进行手动操作。（4）注意事项在架体运行过程中,如果发生意外事故,应迅速拍击控制柜面板上的“急停”按扭,中断控制电源,停止架体运行.待事故排除后,再将“急停”按扭右旋,使其复位弹起,接通控制电源,恢复正常操作.操作人员必须安照规范操作，否则，控制柜会进入锁定状态，即无法进行工作。（5）智能特点控制柜“控制面板”设有危险性误操作互锁保护电路.对非法运行将不予支持.5.4.3电葫芦操作规程（1）每次使用前必须确认葫芦各部件是否完好无损；空转是否正常；转向是否正确；三相电源是否缺相；电源线接法是否正确；制动是否灵敏可靠。（2）起重链条必须垂直悬挂理顺；起重链条与下吊钩间不得错扭翻转；起重链条与起重链轮和导轮应正确啮合，否则将卡坏起重链条、起重链轮和导轮，从而导致葫芦无法正常工作。（3）葫芦下吊钩必须自然下垂地挂在提升挂板上，不得倒挂。27 （4）起重前应检查上下吊钩是否挂牢，严禁挂在吊钩尖端。（5）起重时应检查架体是否与其它物体牵挂；还应垂直起吊，严禁斜拉。（6）葫芦电缆必须自然下垂，严禁挂在架体上。（7）在葫芦运转过程中应注意观察，如果发现葫芦有异常响声或其他异常情况应立即停机，待查明原因、排除故障后方可继续使用。严禁不懂葫芦者随意拆装葫芦。（8）葫芦电机制动频率≤6次/分钟，否则会因电机过热而缩短其使用寿命。（9）应定期给葫芦链条，链轮及导轮加机油用于润滑和防锈。（10）葫芦应注意防雨、防潮，在使用时应加盖防护罩。（11）每次架体升降结束后，必须将葫芦摘下并放置在楼层内僻静、干燥、通风处。（12）葫芦应有专人负责管理。在搬运、使用、存放葫芦过程中，严禁抛掷、撞击葫芦。使用完毕应将葫芦清理干净并涂上防锈油，妥善存放在干燥通风处。5.5爬架防坠机构和电葫芦的安装将防坠机构置于第一道钢梁头部，刹车轮置于斜铁与主框架导轨内侧之间；将电动葫芦的上挂钩挂在防坠机构的吊板上，放下葫芦链条，下挂钩钩住主框架底部的提升挂板。5.6爬架的调试验收5.6.1爬架检查验收依据（1）JGJ59-99《建筑安全检查标准》27 （2）GB50205-95《钢结构验收规范》（3）架体搭设验收检查标准（附表一）（4）爬架架安装、升降、维护验收检查标准（附表二）5.6.2架体搭设完毕后，应自行对下列项目进行调试与检验，调试与检验情况应作详细的书面记录：（1）架体结构中采用扣件式脚手杆件搭设的部分，其搭设质量达到要求。（2）对所有螺丝连接处进行全数检查，严禁少装附着、固定连接螺栓；（3）进行架体提升试验，检查升降动力设备是否正常运行；（4）对防坠装置制动的灵敏性、可靠性进行检验；（5）对架体整个防护情况进行检查。5.6.3调试验收人员由现场工程师、安全员、爬架操作工组成第6章爬架的升降6.1升降流程图预紧葫芦链条→解除架体与其他结构的连接→检查解除情况→升降前安全交底→开始升降→巡视检查升降情况→到位后停止升降→扣水平拉接杆→拉接挂架钢绳→扣卸荷钢管→取掉电动葫芦→取掉吊挂防坠机构→周转钢梁→重复以上升降程序。27 6.2升降前的准备6.2.1由安全技术负责人对爬架的操作人员进行安全技术交底，明确分工，责任落实到位，并记录和签字。6.2.2按分工清除架体上的活荷载、杂物以及与建筑的连接物、障碍物，安装升降装置，接通电源，预紧电动葫芦，准备操作工具，专用扳手、撬棍等。6.3升降作业6.3.1升降前的检查：（1）钢梁附着处混凝土实际强度已达到脚手架设计要求C20；（2）所有螺纹连接处螺栓已拧紧；（3）施工活荷载已撤离完毕；`（4）所有障碍物已拆除，所有不必要的约束已解除；（5）升降系统运行正常；（6）所有相关人员已到位，无关人员已全部撤离；(7）所有防坠装置功能正常；(8)所有安全措施已落实；6.3.2升降操作的人员组成：以分片升降分别作为一个作业组，作到统一指挥，分工明确，各负其责。下设组长1名，负责全面指挥；控制箱操作人员1名，负责动力装置管理、操作、调试、保养的全部责任；机位及架体看守人员6名，负责整个架体升降及安全防护工作；机械工1名负责提升设备的日常维护。在一个工程中，根据工期要求，可组织几个作业组各自同时升降。6.3.3升降操作步骤：（1）检查升降段各电动葫芦转动方向是否正确、一致及链条27 是否有咬链、翻链现象。（2）打开升降段各电葫芦的预紧开关预紧电葫芦链条，要求各电葫芦链条松紧度一致。（3）解除爬架与楼体及其他结构的连接件；排除防碍爬架升降的障碍物；撤掉架体上的活荷载。（4）班组长对操作工人进行升降前安全技术交底。（5）班组长向电柜操作人员下达升降命令。（6）机位及看守人员密切监视爬架升降情况，如果发现异常或爬架遇到障碍物等立刻按下手中遥控器上的停止按钮停止升降。（7）爬架提升到位后停止升降。（8）在各升降机位的上道钢梁2m以上处用钢管扣件将架体与建筑物相拉结（如图十九、二十、二十一）。（9）将各机位处挂架钢丝绳挂到钢梁的挂杆上并拉紧，各机位处钢绳拉紧程度应一致。（10）在各升降机位处加设卸荷钢管（如图十九、二十、二十一）。（11）取掉电动葫芦及吊挂防坠机构。6.3.4升降过程中的注意事项：（1）5级以上大风不能升降、下雨下雪不能升降、晚上不能升降。（2）雷雨季节，架子应有可靠的避雷措施。（3）升降时应设警戒区，任何人不得在警戒区活动。（4）升降时，架子上不得有施工荷载或施工人员。27 （5）升降过程中若出现异常情况，必须立即停止升降进行检查，彻底查明原因、消除故障后方能继续升降。每一次异常情况均应作详细的书面记录。（6）整体升降过程中由于升降动力不同步引起超载或失载过度时，应通过点控予以调整。（7）升降到位后，爬架必须及时予以固定。在没有完成固定工作且未办妥交付使用前，操作人员不得交班或下班。6.4爬架升降后的检查验收6.4.1检查拆装后的螺栓螺母是否拧紧，是否有漏掉的螺栓没有装上；检查架体上拆除的临时脚手杆及与建筑的连接杆是否按规定搭接，检查脚手杆、安全网是否按规定围护好。6.4.2架体升降到位后，要由爬架施工负责人组织对架体各部位进行认真的检查验收，每个提升点都要有检查记录，存在问题必须立即整改。检查合格，达到使用要求后由施工负责人写出书面报告，方可投入下一步的使用.第7章爬架的使用7.1爬架使用注意事项7.1.1应严格将施工活荷载控制在规定范围内，使用工况下或；升降工况下，且不允许使用动荷载。不得使用体积较小而重量过重的集中荷载。7.1.2禁止下列违章作业：任意拆除脚手架部件和穿墙螺栓；起吊构件时碰撞或扯动脚手架；在脚手架上拉结吊装缆绳，在脚手架上安装卸料平台；在脚手架上推车；利用脚手架吊重物。27 7.1.3工程结构施工时，应保证梁、柱、剪力墙等的模板及支撑与架体内排立杆之间有不小于200mm的间隙，以免影响爬架升降，在支模过程中，不得将爬架作为支撑架。7.2使用中的日常维护7.2.1施工期间，每次浇注完砼后，必须将钢梁导轮表面的杂物及时清除，以便导轨自由上下。7.2.2施工期间，定期对架体及爬架连接螺栓进行检查，如发现连接螺栓脱扣或架体变形现象，应及时处理。7.2.3每次提升，使用前都必须对穿墙螺栓进行严格检查，如发现裂纹或螺纹损环现象，必须予以更换。7.2.4每次升降后，对升降时临时拆除的脚手杆、脚手板、安全网进行恢复。对使用损坏的脚手板、安全网进行更换。对脚手板、安全网封闭不严处重新进行封闭。7.2.5对上料平台承重钢丝绳固定好才能交付使用。架体及上料平台上不能长时间堆放钢筋、模板、面砖、砂浆等建筑材料。7.2.6每施工四层对架体上的建筑垃圾进行清理。7.2.7每一个月对可调拉杆、穿墙螺栓、斜撑调节栓、电动提升机等进行打油保养。第8章爬架的拆除8.1拆除前准备8.1.1组织现场技术人员、管理人员、操作人员、安全员等进行技术交底。明确拆除顺序、安全保护措施、特殊构件的拆除方法。8.1.2现场总指挥、安全员及班组长要明确分工，职责分明，到岗到位，认真负责。在拆除区域设立标志，警戒线及安检员。8.1.327 清除架体上的杂物、垃圾、障碍物，检查爬架各部情况，如有异常需妥善处理后方可拆除。8.2安全拆除8.2.1脚手架及水平框架的拆除：由上至下顺序拆除安全网、脚手板、横杆、立杆及斜杆，超长临边斜杆须用两人同时拆除；拆除水平框架时，先用防坠绳拉上水平框架的中部，再拆除水平框架两边与主框架的连接螺栓，最后把水平框架放到楼层里或地面上8.2.2主框架的拆除：（1）先用起重机械对主框架进行预紧，防止穿墙螺栓松开时主框架下坠。（2）拆卸所有穿墙螺栓。（3）利用起重机械将主框架吊至平地。8.3拆除后整理保管8.3.1将拆除下来的爬架配件清理干净、涂上油漆、丝扣部位涂上黄油、分别归类，放置于通风干燥的库房中，严禁露天长期堆放。8.3.2将电动葫芦清理干净悬挂于干燥通风的库房中。读书人是世间幸福人，因为他除了拥有现实的世界之外，还拥有另一个更为浩瀚也更为丰富的世界。9JWKffwvG#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$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$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^vR9C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