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'目录1编制依据和说明21.1编制依据21.2编制说明22工程概况22.1工程总体概况22.2工程脚手架概况33施工准备43.1材料准备43.2材料要求43.2劳动力准备53.3技术准备63.2技术要求84施工安排94.1人员安排94.2材料安排94.3机械安排94.4脚手架施工安排94.5检查验收105主要施工方法155.1地下室脚手架施工方法155.2裙楼脚手架施工方法155.3塔楼脚手架施工方法165.4落地式脚手架搭设施工工艺流程：165.5悬挑式脚手架搭设工艺流程165.6脚手架搭设具体要求165.7脚手架拆除206质量要求226.1质量保证措施226.2监测措施227其他要求237.1安全管理措施237.2文明施工措施247.3脚手架使用要求258预防脚手架坍塌的安全技术及应急救援预案258.1预防坍塌的安全技术措施258.2坍塌事故应急救援预案269脚手架计算书3010后附图纸3031
1编制依据和说明1.1编制依据1、大族T1#办公楼等4项工程施工图；2、大族T1#办公楼等4项工程施工合同；3、《钢管脚手架扣件》GB158314、《建筑工程施工质量验收统一标准》GB50300-20015、《直缝电焊钢管》GB/T13793—20086、《建筑结构荷载规范》GB50009-2001（2006版）7、《建筑施工安全检查标准》JGJ59-20118、《建筑施工高空作业安全技术规范》JGJ80-919、《建筑施工扣件式钢管脚手架安全技术规范》JGJ130—201110、质量/环境/职业健康安全管理手册、程序控制文件、作业指导书11、T1#办公楼等4项工程施工组织设计12、现场实际情况1.2编制说明本工程脚手架搭设方法拟采用落地式钢管脚手架及型钢悬挑式脚手架混合施工方式，两种方式搭设的部位及范围详见工程脚手架概况及施工安排章节。落地式脚手架搭设高度未超24m，按照规范及构造搭设，未进行承载力验算，型钢悬挑式钢管脚手架计算应用中国建筑科学研究院PKPM施工安全计算软件进行安全计算。2工程概况2.1工程总体概况建设单位：大族环球科研股份有限公司设计单位：北京市建筑设计研究院监理单位：北京京龙工程项目管理公司承包单位：深圳市建筑工程股份有限公司T1#办公楼等4项工程位于北京市亦庄经济技术开发区核心区36号街区36C1地块。西邻荣华南路，北邻荣华东街，东接宏达中路，南侧为兴盛街。本工程包括T1-T2#办公楼，S1-S2#商业裙房。T1-T2#地上26层用作办公，S1-S2#地上3层用作商业；地下二层为车库兼人防地下室。具体情况见下表。31
工程名称楼号地下面积（㎡）地上面积（㎡）总面积（㎡）建筑总面积（㎡）建筑高度（m）层数（地上/地下）T1#办公楼等4项T1——3356433564116.6026/-T2——3362633626116.6026/-S126116250405115618.703/2S213386149222830818.703/2质量标准：按国家标准验收合格结构形式：T1-T2#办公楼（框剪结构），S1-S2#商业裙房（框架结构）。计划工期：合同工期为981天，计划开工日期2011年7月30日，计划竣工日期2014年4月10日。因建设单位设计变更，1标段实际开工日期调整为2012年5月8日。承包范围：包括基础工程、主体及地下室结构、钢结构、室内装修工程、部分门窗安装工程等。不包括土方、基坑支护、玻璃幕墙、室外工程、电气工程、室内外给排水工程、电梯工程、消防工程、暖通工程。2.2工程脚手架概况2.2.1落地式钢管脚手架施工部位1、S1、S2地下室脚手架从搭设高度上分为高、低2种，高脚手架搭设到高出裙楼1层1.5m处再开始悬挑，搭设高度为17.4m（悬挑后，开始地下室侧墙防水、地下室外架拆除、地下室回填工作）；低脚手架搭设到高出地下室顶板1.5m处，搭设高度为11.5m（因裙楼收回地下室内侧，可在地下室顶板处再次搭设落地式脚手架），轴线位置见施工安排章节。2、S1、S2从地下室顶板收回去的裙楼脚手架，从地下室顶板搭设到高出群楼女儿墙1.5m，落地架搭设高度为19.65m，轴线位置见施工安排章节。3、T1、T2从裙楼屋面收回去的塔楼脚手架，从裙楼屋面搭设到7F顶悬挑层，再与悬挑层一起进行悬挑，落地架搭设高度为18.3m，轴线位置见施工安排章节。2.2.2型钢悬挑式钢管脚手架施工部位1、S1、S2裙楼与地下室外墙边齐的裙楼脚手架，从裙楼1F顶板悬挑，悬挑至高出裙楼女儿墙1.5m处，悬挑高度为13.65m。轴线位置见施工安排章节。31
2、T1、T2塔楼T1、T2塔楼每4层悬挑1次，共悬挑6次，悬挑层分别为3F顶，悬挑高度为16.8m；7F顶，悬挑高度为16.8m、11F顶，悬挑高度为16.8m；15F顶，悬挑高度为16.8m；19F顶，悬挑高度为16.8m；23F顶，悬挑高度为16.45m。3施工准备3.1材料准备脚手架主要施工材料准备计划见下表：脚手架工程材料需求计划表序号材料名称型号规格单位数量1钢管Ф48×3.5T5202扣件含直角扣件、对接扣件、十字扣件只1.2万3木板4m×0.25m×0.05m张40004安全网密目阻燃式㎡4.6万5工字钢16号T606钢丝绳6×37+1m1.6万7钢丝绳夹头与钢丝绳配套个9000说明：以上计划用量，具体根据工程进度情况调整。3.2材料要求3.1.1钢管钢管包括立杆、大横杆、小横杆、剪刀撑、附墙杆等。钢管采用《直缝电焊钢管》（GB/T13793）中规定的Φ48×3.5普通焊接钢管，钢管必须有出厂合格证，钢管表面平直光滑，两端切口需平直，不得有斜口、毛口、卷口等现象，更不得使用锈蚀、砂眼、结疤、分层、错位、硬弯、裂缝、压痕和深的划道的钢管，钢管上严禁打孔。3.1.2扣件扣件包括直角扣件、旋转扣件、对接扣件及其附件等。在使用前必须进行检查、保养，不得有变形、滑丝裂缝以及其它不允许的缺陷，扣件要有出厂合格证，其机械性能应符合《钢管脚手架扣件》（GB15831），在螺栓拧紧力矩达到65N·m时不得发生破坏。新旧扣件应做防锈处理。3.1.3安全网31
必须有出厂合格证，不得使用已经腐烂或破损严重的安全网，当对其质量有怀疑时，要做冲切破坏试验。采用密目式安全网，其挡风系数不小于0.5。3.1.4脚手板本项目脚手板采用松木脚手板，规格为：4m×0.25m×0.05m，木挑板材质应符合现行国家标准《木结构设计规范》GB50005中Ⅱa级材质的规定，脚手板厚度不应小于50mm，两端宜各设置直径不小于4mm的镀锌钢丝箍两道。3.1.5钢丝绳（吊索）选用6×19+1、Φ15.5光面钢丝绳。断股、锈蚀严重的钢丝绳不得使用。钢丝绳每端用3只夹头锁定，夹头方向一致。旧钢丝绳应经技术部门鉴定确认合格后（必要时须经荷载试验）方可投入使用。卸荷钢丝绳应与悬挑工字钢和内、外立杆要保持在同一垂直平面内，并用花篮螺栓调节钢丝绳的张紧度，使钢丝绳受力保持一致，花篮螺栓的承载力不低于吊环承载力。3.1.6型钢（工字钢）悬挑外架型钢采用I16，悬挑部分焊接两根约15mmφ20竖向钢筋，用于固定立杆钢管，锚固长度不小于30d，锚固端在楼板上采用预埋Φ20圆钢，小悬挑部分锚固段采用预埋Φ22螺纹钢，锚固长度同样不小于30d，悬挑端与建筑物采用6×37+1、φ15的钢丝绳连接。悬挑工字钢若布置在悬挑结构上，其支座和拉吊点都应与悬挑结构脱开，悬挑结构的承载能力验算及加固措施应征得设计院同意，施工中应加强技术交底和安全管理。3.1.7钢丝绳吊环选用卡箍和吊环应采用不小于Φ20，在混凝土中的锚固长度不得小于30d。钢材要求有出厂质量证明书，材质应符合《普通碳素结构钢技术要求》GB700－88中Q235A钢的技术要求，且钢材表面无锈蚀、麻点等缺陷。预埋拉环要等砼浇筑七天后才能使用。（在主体施工支模时，可根据型钢位置，设置将直径适当放大的螺栓孔，以代替吊环；悬挑部位采用脚手板满铺封闭，或者采用废模板，下垫木枋进行封闭）。3.2劳动力准备本工程具体劳动力用工准备计划如下表：脚手架工程劳动力需求计划表序号工种数量(人)工作内容1架子工2031
各类脚手架搭拆与维护、铺脚手板、挂安全网、配合支模等2普工15配合架子工作业3安全员配置4安全管理3.3技术准备3.3.1组织机构项目经理廖李安外架搭设质量安全管理小组组织机构图技术负责朱陶园总施工麦康帝施工部黄亚林架子班组电工班组杂工班组质量部质量主任：李帝玉安全部安全主任：袁邓权3.3.2安全生产保证体系1、以项目经理部为核心组成以项目经理为首的分级负责的安全生产保证体系。2、项目经理是安全生产的第一责任人，统筹协调、指挥、全面负责安全管理。3、总施工是安全管理的第一直接责任人，代表项目经理部行使安全管理的权力，负责本工程安全标准的制定，执行情况的监督与检查。4、技术负责人是安全技术的第一责任者，负责安全技术措施的审核批准。施工前，技术负责人做好技术交底。5、工长、专职安全员在指挥部安全主任的统一领导下，具体负责安全技术、措施的执行，领导劳务作业队伍开展安全建设，是安全生产有力保证层。做好安全交底。3.3.3脚手架搭设安全技术措施1、脚手架必须按照审批的专项施工方案搭设。2、外脚手架搭设人员必须持证上岗，并正确使用安全帽、安全带、穿防滑鞋。31
3、搭设前必须先进行安全技术交底，交代搭设方案，注意事项。4、外脚手架不得搭设在距离外电架空线路的安全距离内，并做好可靠的安全接地处理。5、定期检查脚手架，发现问题和隐患，在施工作业前及时维修加固，以达到坚固稳定，确保施工安全。6、严禁脚手板存在探头板，铺设脚手板以及多层作业时，应尽量使施工荷载内、外传递平衡。7、保证脚手架体的整体性，不得与井架、升降机一并拉结，不得截断架体。8、结构外脚手架每支搭一层，支搭完毕后，经项目部安全员验收合格后方可使用。任何班组长和个人，未经同意不得任意拆除脚手架部件。9、严格控制施工荷载，脚手板不得集中堆料施荷，施工荷载不得大于3kN/m2，确保较大安全储备。10、结构施工时不允许多层同时作业，装修施工时同时作业层数不超过两层，11、当作业层高出其下连墙件3.6m以上、且其上尚无连墙件时，应采取适当的临时撑拉措施。12、各作业层之间设置可靠的防护栅栏，防止坠落物体伤人。3.3.4脚手架拆除安全技术措施1、搭除脚手架必须持证上岗,并定期进行身体检查,凡患有高血压、贫血病、心脏病及其他不适于高空作业者,一律不得上脚手架操作。2、搭拆脚手架时,操作人员必须戴好安全帽,系好安全带，使用的工具要放在工具袋内,防止掉落伤人,登高要穿防滑鞋,袖口及裤口要扎紧。3、拆下的零部件要装入容器内,用吊蓝吊下,拆下的钢管要绑扎牢固,双点起吊,严禁从高空抛掷(利用塔吊吊运)。4、脚手架的构配件质量和搭设质量应按规范要求进行检查验收，合格后方可使用。5、作业层的施工荷载应符合设计要求，不得超载。不得将模板支架、缆风绳、泵送混凝土和砂浆的输送泵等固定在脚手架上，严禁挂起重设备。6、当有六级或六级以上大风和雾、雨天气时应停止脚手架搭设与拆除作业，雨后作业应设置防滑条。7、安全网搭设应按有关规定搭设或拆除。31
8、脚手架使用期间严禁拆除主节点处纵、横水平杆和纵、横扫地杆、连墙杆。9、不得在脚手架基础及临近处进行挖掘作业，否则应采取安全措施，并报主管部门批准。10、在脚手架上进行电、气焊作业，必须有防火措施和专人看管。11、搭设或拆除脚手架时，地面应设围栏和警示标志，并派专人看守，严禁非操作人员入内。12、搭设脚手架起步时,应设临时剪刀撑,搭设中要随时按规定做好脚手架与主体拉撑工作,铺好脚手板,固定好挡脚杆和防护栏杆,拉好安全网。13、脚手架设防雷装置,脚手架每隔50m设一处接地,其最远点到接触脚手架上电阻不得超过10Ω。14、拆除架子在使用电焊切割时,派专职人员做好防火工作、配备料斗、防止火星和切割物溅落(如室内已装饰,窗要关好,窗未安装好的应派专人看好)。15、搭设过程中应由工地项目经理组织有关人员及时检查,按有关规定报请公司安全科组织人员(项目经理、安全员、架子工、班长等)进行检查,验收和鉴证,标准化工地每两步挂验收合格牌一块。16、在工程施工过程中,应派有经验的架子工负责对脚手架进行检查与保修工作.扣件松动时及时拧紧；脚手架上不得堆放各种材料，每天安排专人进行整个施工区域的安全检查，特别在大风雨后,项目经理要及时组织有关人员对架子进行全面检查。17、脚手架应由工地安全员定期检查(如立杆垂直度,沉降观测等)，若发现问题应及时采用措施予以解决。18、脚手架验收合格后,任何人不得擅自拆改,如需做局部拆改时,需经项目经理同意由架子工操作。19、加强对楼梯口,电梯口预留洞口的栏杆,防护网的检查。20、安全通道、井架通道、混凝土输送泵管等不得与脚手架杆件连接。3.2技术要求3.2.1安全防护规定脚手架必须按以下规定设置安全防护措施，以确保架上作业和作业影响区域内的安全：1、挑脚手架、吊篮和悬挂脚手架的外侧面应按防护需要采用密目式安全网围护。2、下脚手架的梯道、坡道、栈桥、斜梯、爬梯等均应设置扶手、栏杆或其它安全防护措施并清除通道中的障碍，确保人员上下的安全。31
3、外架与结构边空隙采用在连墙件短钢管上满挂安全网围护。4、脚手架防雷措施，将建筑物上的避雷针引出与各段脚手架承载装置的四角焊接，接地电阻不大于10欧姆。3.2.2架体搭设高度要求脚手架必须配合施工进度搭设，架体搭设高度要超出施工层一到两步架,一次搭设高度不超过相邻连墙件以上二步。每搭完一步脚手架后，应按规范要求校正步距、纵距、横距及立杆的垂直度。4施工安排4.1人员安排搭设脚手架前一天，由项目部安全管理人员及技术人员对架子班进行安全技术交底，对工作中需要注意的细节，及工作的特殊部位进行详细讲解，并形成书面记载，根据第二天的工作量及工作性质，安排足够的操作工人，工人数量安排合理，配备足够安全员旁站，搭设过程中，如发现问题，及时更正，没办法处理的，汇报工程部经理，工程部立即选派技术人员现场进行作业指导，确保施工顺利进行。4.2材料安排搭设脚手架前一天，施工人员需根据工程实际需求，上报材料用量，工程部经理审批完毕后，立即组织现场堆放，堆放部位要安全合理，材料充足，确保搭设工作顺利进行。4.3机械安排作业前，用塔吊或其他垂直及水平运输工具，将材料运送到现场作业处，如在作业时有必要使用大型机械，班组长通知施工管理人员，由施工管理人员对大型机械统筹安排，安全员监督工人不得擅自指挥大型机械进行作业。4.4脚手架施工安排地下室外脚手架采用落地式脚手架。裙楼脚手架，部分采用落地式脚手架，部分采用楼悬挑脚手架，当裙里面同地下室外墙在同一里面的时候，为不影响地下室外墙防水及地下室土方回填工作，裙楼外架在-1F顶板处采用悬挑式脚手架。如裙楼外立面收回到地下室顶板，脚手架采用落地式脚手架，立杆用旧模板做垫板，支撑到地下室顶板上。塔楼脚手架采用悬挑式脚手架，3F顶~7F顶塔楼里面落在裙楼屋面上的部位，采用落地式脚手架搭设，搭设到7F顶后，四周再开始进行工字钢悬挑脚手架。31
具体搭设方式分区见下表：脚手架搭设类型分区表脚手架具体轴线位置脚手架类型搭设高度备注S1：14-24~n，24~Y-g，24~m-n落地式17.4m地下室落地脚手架（高）S1：13-14~f-n，24~g-mS2：所有地下室外脚手架落地式11.5m地下室落地脚手架（低）S1：除悬挑部分均为落地式S2：所有裙楼外脚手架落地式19.65m裙楼落地脚手架S1:3F顶~7F顶（除13-14~f-l）S2：3F顶~7F顶（除1-2~X-d）落地式18.3m塔楼落地脚手架S1：14-24~n，24~m-m，24~Y-g悬挑式13.65m裙楼悬挑脚手架塔楼从3F顶开始每4层悬挑1次悬挑式16.8m塔楼悬挑脚手架4.5检查验收4.5.1验收依据：1、《建筑施工扣件式钢管脚手架安全技术规范》（JGJ130-2001）2、本专项施工方案3、技术交底文件4.5.2验收要求1、检查施工方案有无审批手续、有无技术交底等。2、按施工方案的要求对立杆基础、材质、架体与建筑物的拉结、卸荷、杆件间距、脚手板与防护栏板、杆件搭接、通道等进行检查。3、严格按照规范规定对进场构配件进行检查和验收，不合格的构配件严禁使用。（1）应有产品质量合格证。（2）应有质量检验报告，钢管材质检验方法应符合现行国家标准《金属拉伸试验方法》（GB/T228）的有关规定，质量应符合《建筑施工扣件式脚手架安全技术规范》的规定。（3）钢管表面应平直光滑，不应有裂缝、结疤、分层、错位、硬弯、毛刺、压痕、和深的划道。31
（4）钢管外径、壁厚、端面等的偏差，应分别符合《建筑施工扣件式脚手架安全技术规范》的规定。（5）钢管必须涂有防锈漆。（6）新扣件应有生产许可证、法定检测单位的测试报告和产品质量合格证，当对扣件有怀疑时，应按现行国家标准《钢管脚手架扣件》（GB15831）的规定抽样检测。（7）旧扣件使用前应进行质量检查，有裂缝、变形的严禁使用，出现滑丝的螺栓必须更换。（8）新旧扣件均应进行防锈处理。4、脚手架及其基础应在下列阶段进行检查和验收：（1）基础完工后，脚手架搭设前（2）作业层上施加荷载前（3）每搭设完10～13米高度后（4）达到设计高度后（5）遇有六级大风和大雨后（6）停用超过一个月4.5.3脚手架检查与验收标准脚手架未经验收不得投入使用，脚手架检查与验收标准见下表：序号项目容许偏差检查方法1立杆垂直度≤H/200吊线2间距步距偏差±20钢卷尺柱距偏差±50排距偏差±203大横杆高差一根杆两端±20水平仪水平尺同跨内、外大横杆高差±104扣件螺栓拧紧扭力矩40-65N·m扭力扳手5剪刀撑与地面倾角45°-60°角尺6脚手板外伸长度对接100≤a≤150卷尺搭接a≥100卷尺外脚手架31
检查方法应是操作者在脚手架分段搭设完成后先进行自检，再经专职人员、搭设者、使用者共同检查验收，经验合格后办妥脚手架验收手续，方可投入使用。在验收扣件式钢管脚手架时，要特别注意检查扣件的紧固程度，因为扣件式钢管脚手架的承载力和稳定性基本上是由扣件的紧固用。（详见以下三附表）外脚手必须验收合格后，才允许进行外墙装修作业。构配件允许偏差：扣件拧紧抽样检查数目及质量判定标准：脚手架搭设的允许偏差和检验方法：31
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4.5.4脚手架定期检查项目：1、杆件的设置和连接是否符合构造要求。2、地基是否积水、底座是否松动、立杆是否悬空。3、扣件螺栓是否松动。4、立杆的沉降与垂直度偏差是否符合规范要求。5、安全防护措施是否符合要求，是否超载。5主要施工方法5.1地下室脚手架施工方法地下室脚手架均采用双排落地式钢管脚手架，脚手架立杆持力层为基础导墙外回填土处，回填土上铺设100mm厚C15混凝土垫层，距垫层200mm处设置扫地杆，立杆下端铺设150*150mm旧模板做垫板。立杆排距1.05m（个别作业面狭窄处，根据现场实际情况调整，但宽度不得小于500mm），纵距1.5m，大横杆布距1.8m，外侧每4跨设置双向剪刀撑，作业面处满铺脚手板，脚手架外侧满布密幕式阻燃安全网，如需设置上人斜道，按照规范搭设，转角处设置休息平台，踏步不得高于250mm，坡度控制在1:3左右，脚手架搭设高度高出作业面1.5m。5.2裙楼脚手架施工方法5.2.1裙楼落地式脚手架搭设方法裙楼脚手架采用双排落地式钢管脚手架搭设时，脚手架立杆持力层为地下室顶板，距顶板200mm处设置扫地杆，立杆下端铺设150*150mm旧模板做垫板。立杆排距1.05m，纵距1.5m，大横杆布距1.8m，外侧每4跨设置双向剪刀撑，作业面处满铺脚手板，脚手架外侧满布密幕式阻燃安全网，如需设置上人斜道，按照规范搭设，入口处需设置安全通道防护棚，转角处设置休息平台，踏步不得高于250mm，应做防滑处理。坡度控制在1:3左右，脚手架搭设高度高出作业面1.5m。5.2.2裙楼悬挑式脚手架搭设方法悬挑脚手架搭设型钢采用16号工字钢，距离工字钢顶端100mm处，焊300mm钢筋头，立杆需套住钢筋头落在型钢上，悬挑工字钢满足悬挑端与锚固端长度比为1:1，其设置反拉钢丝绳6*19规格，工字钢间距不大于1500mm，工字钢锚固端用一级钢20号，做锚固，锚固当度不小于30d。31
立杆排距1.05m，纵距1.5m，大横杆布距1.8m，外侧每4跨设置双向剪刀撑，作业面处满铺脚手板，脚手架外侧满布密幕式阻燃安全网，如需设置上人斜道，按照规范搭设，转角处设置休息平台，踏步不得高于250mm，应做防滑处理。坡度控制在1:3左右，脚手架搭设高度高出作业面1.5m。5.3塔楼脚手架施工方法5.3.1塔楼落地式脚手架施工方法塔楼脚手架采用双排落地式钢管脚手架搭设时，脚手架立杆持力层为裙楼屋面板，距裙楼屋面板200mm处设置扫地杆，立杆下端铺设150*150mm旧模板做垫板。立杆排距1.05m，纵距1.5m，大横杆布距1.8m，外侧每4跨设置双向剪刀撑，作业面处满铺脚手板，脚手架外侧满布密幕式阻燃安全网，如需设置上人斜道，按照规范搭设，入口处需设置安全通道防护棚，转角处设置休息平台，踏步不得高于250mm，应做防滑处理。坡度控制在1:3左右，脚手架搭设高度高出作业面1.5m。5.3.2塔楼悬挑式脚手架施工方法塔楼悬挑脚手架每4层1悬挑，型钢采用16号工字钢，距离工字钢顶端100mm处，焊300mm钢筋头，立杆需套住钢筋头落在型钢上，悬挑工字钢满足悬挑端与锚固端长度比为1:1，其设置反拉钢丝绳6*19规格，工字钢间距不大于1500mm，工字钢锚固端用一级钢20号，做锚固，锚固当度不小于30d。立杆排距1.05m，纵距1.5m，大横杆布距1.8m，外侧每4跨设置双向剪刀撑，作业面处满铺脚手板，脚手架外侧满布密幕式阻燃安全网，如需设置上人斜道，按照规范搭设，转角处设置休息平台，踏步不得高于250mm，应做防滑处理。坡度控制在1:3左右，脚手架搭设高度高出作业面1.5m。5.4落地式脚手架搭设施工工艺流程：检查准备，材料配备→定位→纵向扫地杆→立杆→横向扫地杆→小横杆→大横杆→剪刀撑→连墙件→铺脚手板→设置防护栏杆→扎安全网→（钢丝绳反拉）5.5悬挑式脚手架搭设工艺流程检查准备，材料配备→定位→（放置悬挑型钢）→立杆→纵向扫地杆→横向扫地杆→小横杆→大横杆→剪刀撑→连墙件→铺脚手板→设置防护栏杆→扎安全网→（钢丝绳反拉）5.6脚手架搭设具体要求5.6.1立杆31
立杆接长除顶层顶步可采用搭接外，其余各层各步必须采用对接扣件连接，相邻立杆接头交错设置，不得在同一步距内接长，相隔接头在高度方向错开的距离不得小于500mm，各接头中心至主节点的距离不得大于步距的1/3。立杆垂直的最大偏差不超过脚手架高度的1/200。搭接时，搭接长度不应小于1m，采用不少于2个旋转扣件固定，端部扣件盖板的边缘至杆端距离不应小于100mm。立杆顶端应高出女儿墙1.5m。如是落地脚手架，每根立杆底部设置100mm×100mm的旧模板做木垫板，垫板的垫设方向一致。5.6.2扫地杆脚手架设置纵、横扫地杆。纵向扫地杆采用直角扣件固定在距垫板上皮≤200mm处的立杆上。横向扫地杆采用直角扣件固定在紧靠纵向扫地杆下方的立杆上。当立杆基础不在同一高度上时，将高处的纵向扫地杆向低处延长两跨与立杆固定，高底差≤1m。靠边坡上方的立杆轴线到边坡的距离≥500mm。5.6.3纵向水平杆纵向水平杆应设置在立杆内侧，且置于小横杆之上，其长度不小于3跨。纵向水平杆可对接也可搭接。对接时，对接扣件交错布置，两根相邻纵向水平杆的接头不得设置在同步或同跨内，不同步或不同跨两个相邻接头错开的距离≥500；各接头中心至主节点的距离≤1/3倍跨。搭接时，搭接长度≥1m，等间距设置3个旋转扣件固定，端部扣件盖板边缘至杆端≥100mm。5.6.4横向水平杆主节点处(水平杆与立杆连接处)必须设置一根横向水平杆，与立杆用直角扣件固定且严禁拆除。主节点处两个直角扣件的中心距≤150mm。为更好支承脚手板，在双排脚手架宽度方向的中间，增设一根大横杆。对双排脚手架，横向水平杆靠墙一端的悬挑长度距装修面≤100mm,最大不超过400mm，伸出外立杆不超过200mm，间距与立杆相同。5.6.5连墙杆连墙杆是防止脚手架横向变形的重要措施，因此连墙杆的设置至关重要。连墙杆的布置必须符合以下规定：1、本工程连墙杆必须采用刚性连接；2、连墙杆为50m一下采用每层3跨，50m以上采用每层2跨，屋面层采用每层1跨；3、在楼面浇筑砼之前，在框架梁上预埋钢管（外露100mm，插入砼内立杆300mm，并与梁墙主筋焊接），连墙杆长为L=700～1300mm的Φ48×3.5钢管，连墙钢管一端与预埋钢管扣件连接，另一端用不少于2只的扣件（共12KN）与脚手架的外立杆连接（当砼达到设计强度的50%后连接）。5.6.6剪刀撑31
剪刀撑的斜杆除两端用扣件与脚手架的立杆和大横杆紧扣外，尤其在中间应加设不少于3个扣结点，剪刀撑应与地面成45°～60°角，剪刀撑斜杆的接长采用搭接，搭接长度大于1000mm，每道剪刀撑宽度不应小于4跨，且不应小于6m。本工程双排脚手架应在外侧立面整个长度和高度上连续设置剪刀撑。5.6.7安全网采用密目式安全网对脚手架进行全封闭，并用8号铁丝将安全网边系牢在脚手架钢管上。5.6.8脚手板采用4m×0.25m×0.05m松木板做脚手板，脚手板铺满、铺稳、离开墙面300mm，脚手板两端各设置直径不小于4mm的镀锌钢丝箍两道固定在支撑杆件上。在拐角、斜道平台口处的脚手板与脚手架水平杆可靠连接,防止滑动,自顶层的脚手板往下计，每隔三步架铺满一层脚手板。5.6.9工字钢根据计算结果选择满足要求的I16字钢，工字钢与建筑物要有可靠的连接，采用预埋Φ20圆钢预埋到建筑物梁或板上，预埋长度不小于30d。并且要使用钢丝绳反拉卸荷。钢丝绳反拉卸荷的主节点用Φ20吊环，通过预留穿墙螺栓孔锚固在建筑物上。5.6.10作业层斜道栏杆和挡脚板均应搭设应在外立杆的内侧；上栏杆上皮高度为1.2m；挡脚板高度不小于180mm，中栏杆应居中设置。5.6.11防护棚根据工程防护需要，应该在施工现场设置落地防护通道或悬挑钢管防护棚。防护通道可根据施工现场情况设置1.2m宽，长度（按照20米高度5米坠落半径设置）。悬挑钢管防护棚根据1：6的防护比例搭设。5.6.12人行马道在建筑物设“之”字形人行马道，坡度1:3、宽度0.9m，以连接上下两结构面层。马道脚手板采用木板顺铺、每隔30cm设置一根防滑木条，木条规格为10mm×30mm（厚度×宽度）。马道转角处设置休息平台，宽度大于1.50m。斜道两侧及平台外围均必须设置栏杆及挡脚板。栏杆设置两道，高度分别为0.6m和1.2m，挡脚板高度不小于150mm，外侧用密目式安全立网封闭。通道口处还应按要求设置防护棚。31
5.6.13卸荷卸荷钢丝绳拉结大样5.6.14施工井架处加固方法31
施工井架处脚手架加固大样5.7脚手架拆除5.7.1准备工作1、脚手架拆除前由项目经理召集有关人员对工程进行全面检查,确认已不需要脚手架时,方可进行拆除。2、拆除前应全面检查脚手架的扣件连接、连墙件、支撑体系等是否符合构造要求。3、根据检查结果补充完善施工组织设计中的拆除顺序和措施，经主管部门批准后方可实施。4、拆除前由单位工程负责人进行拆除安全技术交底。5、拆卸规定脚手架拆卸前,脚手架上的材料、杂物等应清除干净，拆卸通知单应经下达，架子工应了解拆卸技术交底意图和操作方法，拆卸范围内的护栏和警示标志应设置完备。5.7.2架体拆除规定：1、拆除作业必须由上至下、逐层拆卸，严禁上下同时作业。按自上而下,先装者后拆,后装者先拆的顺序进行,一般的拆除顺序为:安全网→栏杆→脚手板→剪刀撑→纵杆→大横杆→立杆。2、不准分立面拆架或上下两步同时进行拆架,做到一步一清,一杆一清,剪刀撑应先拆除中间后拆除两头扣件。31
拆立杆时,拆除同步下降,所有杆件和扣件在拆除时应分离,不准在杆件上附着扣件或两杆连着送到地面。3、连墙杆必须随脚手架逐层拆除，严禁先将连墙杆整层或数层拆除后再拆除脚手架，分段拆除高差不应大于两步，如高差大于两步应增设连墙杆加固。4、分段分面拆除时，对不拆除的脚手架两段应按规定设置连墙杆和横向斜撑加固。5、拆除脚手架，应有专人指挥，上呼下应，左右协作，当拧开与另一人有关的扣件时，应提醒对方，拆除下来的各部件应用滑轮或绳索运送到指定位置，不得从高空向下抛掷。6、脚手架拆除过程中,不宜中途换人,如必须换人时,应将安全技术要求交底清楚。7、拆除现场必须设置警戒区域，张挂醒目的警戒标志，警戒区域内严禁非操作人员通行或脚手架下方继续组织施工。地面监护人员必须履行职责，配备良好的通讯装置。8、仔细检查吊运机械包括索具是否安全可靠。9、如遇强风、大雨等特殊气候，不应进行脚手架的拆除。夜间实施拆除作业，应具备良好的照明设备10、所有高处作业人员，应严格按照高处作业规定执行和遵守安全纪律、拆除工艺要求。11、拆除人员进入岗位后，先进行检查，加固松动部位，清除步层内留的材料、物件及垃圾块。12、不允许分立面拆除或上、下二步同时拆除（踏步式），认真做到一步一清。13、所有连墙杆、斜拉杆、隔排措施必须随脚手架步层拆除同步进行下降。不准先行拆除。14、所有杆件与扣件，在拆除时应分离，不允许杆件上附着扣件输送地面，或两杆同时拆下输送地面。15、所有脚手板拆除，应自外向里竖立、搬运，防止自里向外翻起后，脚手板垃圾物件直接从高处坠落伤人。16、脚手架内必须使用电焊气割工艺时，应严格按照国家特殊工种的要求和消防规定执行。必须有防火措施和专人看守，配备料斗（桶），防止火星和气割物溅落。严禁无证动用焊割工具。17、当日完工后，应仔细检查岗位周围情况，如发现留有隐患的部位，应及时进行修复或继续完成至一个程序，一个部位的结束，方可撤离岗位。18、输送至地面的所有杆件、扣件等物件，应按类堆放整理。31
19、当有六级及六级以上大风和雾、雨天气时应停止脚手架拆除作业。雨后上架作业应有防滑措施。5.7.3卸料时应符合下列规定：1、各构配件严禁抛掷至地面。2、运至地面的构配件应按规范要求及时检查、修整与保养，并按品种、规格随时码堆存放。3、拆除脚手架时,要加强对成品的保护,以免损坏门窗及外墙饰面。4、每天拆架下班时,不应留下隐患部位。6质量要求6.1质量保证措施1、建立健全的质量保证措施，组建项目脚手架搭设专业技术组，配备一名项目工程师、施工员、安全员，全面负责现场施工技术指导和监督管理。2、负责脚手架施工管理人员必须树立高度责任心，增强安全意识，严格按照操作规程的要求及标准进行施工，杜绝不合格器材的使用。脚手架搭设人员必须是经过按现行国家标准《特种作业人员安全技术考核管理规则》GB5036考核合格的专业架子工，上岗人员应定期检查，合格后方可持证上岗。3、脚手架的构配件质量与搭设质量，应按规范规定进行检查验收，合格后方准使用，加工零件要严格按照尺寸加工，预留、埋件位置尺寸按施工方案中所要求，做到预埋位置准确无误。4、当有六级及六级以上大风和雾、雨天气时应停止脚手架搭设与拆除作业。5、脚手架必须按照施工图施工，严格按照设计及验收规范验收。作业层的施工荷载应符合设计要求，不得超载，不得将模板支架、缆风绳、泵送混凝土和砂浆的输送管等固定在脚手架上，严禁悬挂起重设备。脚手架使用期间严禁拆下纵横水平杆、扫地杆和连墙杆。6.2监测措施1、项目部、班组日常进行安全检查,所有安全检查记录必须形成书面材料。2、日常检查、巡查重点部位如下:（1）杆件的设置和连接、扫地杆、支撑、剪刀撑等构件是否符合要求。（2）地基是否有积水,底座是否松动,立杆是否符合要求。31
（3）连接扣件是否松动。（4）架体的沉降、垂直度的偏差是否符合规范要求。（5）施工过程中是否有超载的现象。（6）安全防护措施是否符合规范要求。（7）脚手架体和脚手架杆件是否有变形的现象。（8）脚手架卸荷钢丝绳受力状态，有无松动现象。3、脚手架在承受六级大风或大暴雨后必须进行全面检查。4、监测项目包括:支架沉降、位移和变形。5、监测频率:在脚手架搭设期间,一般监测频率不超过3天/次～5天/次,在脚手架使用期间，一般监测频率不超过10天/次～15天/次。6、监测的方法与工具:立杆的垂直度监测用经纬仪或吊线和卷尺，立杆间距用钢板尺，纵向水平杆高差用水平仪或水平尺，主节点处各扣件中心点相互距离用钢板尺，同步立杆上两个相隔对接扣件的高差用钢卷尺，立杆上对接扣件至主节点的距离用钢卷尺，纵向水平杆上的对接扣件至主节点的距离用钢卷尺，扣件螺栓拧紧扭力矩用扭力扳手，剪刀撑斜杆与地面的倾角用角尺，脚手板外伸长度的检测用卷尺，钢管两端面切斜偏差用塞尺，钢管外表面锈蚀程度用游标卡尺，钢管弯曲用钢板尺。7其他要求7.1安全管理措施1、所有直接从事脚手架搭设的人员均应持有特殊工种操作证，凡不宜从事高处作业人员一律不准进行脚手架搭设工作，杜绝酒后作业的违章行为，操作前要对班组进行脚手架搭设详细安全技术交底，遇大雨、六级以上的大风，应停止进行室外作业。2、进行架子作业时，必须戴好安全帽，并系好帽带，严禁穿高跟鞋、拖鞋、硬底鞋，工具、零件应放在工具袋内，不得打闹，不得乱抛乱扔，下方不得站人。3、施工层脚手架应满铺松木脚手板，松木脚手板四角应用12号铁丝同大横杆扎牢，严禁出现漏铺、漏绑现象。4、作业层上的施工荷载应符合设计要求，不得超载。不得将模板支架、缆风绳、泵送混凝土和砂浆的输送管等固定在脚手架上；严禁悬挂起重设备。5、脚手架的外侧，从第一步开始均需在外立杆设1.2m高的防护栏杆。6、首层出入口设双层防护棚，上层和下层均满铺木板，斜杆及横杆均用Φ48×31
3.5的钢管搭设，搭设平面外高内低，与水平面约1～5度角，施工过程应随时清理积聚在防护棚上的物件。7、搭设过程中应严格执行交班手续，执行上、下岗检查制度和验收制度，脚手架搭设应沿建筑物四周一步一步升高，不得上下两步同时施工，且脚手架必须超出施工层一到两步架,一次搭设高度不得超过相邻连墙件以上两步。8、为了安全防火，在每两层上人跑道及建筑物对角处，各设置一个灭火器。9、在靠近电源处搭设脚手架时，必须先切断或迁移电源后方可搭设，不允许将电源线拉在脚手架上。10、脚手架各种杆件、连墙杆、安全防护设施等不得随意拆除，如确需拆除时，要首先征得项目工程师的同意，采取必要的加固措施后方可拆除，施工完毕，必须及时复位。11、在脚手架搭设和拆除施工中，我项目部实行自检，自查，并会同监理公司进行强化验收，安全监控，过程控制，严格按此方案施工。7.2文明施工措施1、安装和拆除架体时，操作人员必须戴好安全帽，挂好、系好安全带。2、搭设和拆除脚手架前划定安全区域和安全通道，将非安全通道用钢管、安全网封闭，挂“禁止通行”安全标志。3、标识牌：施工现场的各种材料标识要齐全，要标明材料的品种、规格、数量、产地、检验状态等说明，标识统一用制作，尺寸为300*400。4、安全标志牌：各楼层层次牌要挂在货梯口等醒目的位置，并挂好系牢。各种安全标志要齐全，挂在规定的位置。5、施工材料堆放、保管应符合防火安全要求，易燃、易爆物品，分类专库单独存放，保持通风，不准在库房调配油漆、稀料。6、脚手架必须进行防锈处理，统一涂色，力求环境美观，并且外脚手架外侧自第二步起立杆内侧采用密目网进行全封闭。7、施工现场坚持工完料清，运至地面的构配件应按规范的规定及时检查、整修与保养，并按品种、规格随时码堆存放。8、应定期清除脚手架上杂物及地面障碍物。9、在施工现场设置吸烟室，禁止在作业面和其它禁火区吸烟。10、现场脚手架上的建筑垃圾及时清理，并存放进指定垃圾站，整个脚手架材料堆放场地与施工现场要达到整齐有序、干净无污染、低噪声、低扬尘、低能耗的整体效果。11、环保与文明施工,夜间18:00～6:00之间现场停止脚手架施工作业。31
12、未详之处按施工组织设计执行。7.3脚手架使用要求1、脚手架使用中必须经常检查，清除架上杂物，严禁在架子堆放过多的施工材料，或多人挤在一起，以防架子超载。2、脚手架上施工材料应随用随运，施工荷载不得超过设计荷载，若一定超过时，提前书面报告项目工程师确定加固方案。使用的工具、材料等应尽量放在脚手架内侧，以减少倾覆力矩。3、施工过程中，定期观察脚手架整体或局部的垂直偏差，尤其对拐角，观察是否偏斜、下沉，做好书面记录，留作安全存档，如发现异常，应立即上报项目经理部，组织人员分析原因，采取相应的加固措施。4、对悬挑脚手架斜拉的钢丝绳、支撑钢管，要经常检查其受力情况，钢丝绳、扣件的上油保养要指定专人负责，施工过程中要经常检查悬挂体系，如发现异常现象，必须停止加载，修复后才可使用。5、对脚手板经常检查维修，及时修复断条和绑扎点，更换损坏的脚手板，对安全网的检查要防止绑扎点松动，对使用周期过长，外观目测不合格的安全网要立即更换。6、在脚手架使用期间严禁拆除主节点的纵、横向水平杆，纵、横向扫地杆和连墙件。8预防脚手架坍塌的安全技术及应急救援预案8.1预防坍塌的安全技术措施设计脚手架工程方案时按规范有关要求进行验算，保证其具有足够的强度、刚度和稳定性，能可靠地承受施工过程中可能产生的各项荷载。所有钢管、扣件、型钢、钢丝绳、安全网等材料使用前均进行全面检查，不得使用不合格的材料。脚手架搭设场地必须平整坚实，排水良好，具有足够承载力。现场搭设钢管脚手架时，对脚手架的强度、刚度和稳定性等有显著影响的承载构件、连接件的尺寸、间距必须进行严格控制。现场搭设钢管脚手架时，必须按要求在立杆底部设置底座或钢垫板。每搭完一步架后，应立即检查并调整立杆的垂直度，确保立杆的垂直度符合要求，防止因立杆倾斜过大造成脚手架系统的不稳。脚手架系统搭设时，必须严格按照本方案要求设置连墙件、扫地杆、剪刀撑，防止由于整体刚度不足和失稳造成坍塌事故。31
为保证安全网美观，防止形成从上到下的挂污，严禁将洗泵管的污水及各种垃圾直接冲或倾倒在安全网上。安装完毕经验收确认符合要求后才能交付施工使用。作业层上的施工荷载应符合设计要求，不得超载。不得在脚手架架体上集中堆放模板、钢筋等物件。施工期间不得拆除剪刀撑、连墙件、纵横向扫地杆等杆件。8.2坍塌事故应急救援预案为了保证本工程脚手架工程的施工安全工作落到实处，根据《建设工程安全生产管理条例》等有关法律、法规和标准，针对本工程的特点，结合本工程的实际情况制定脚手架工程应急救援预案。制定本应急救援预案的目的是当发生紧急事件时，能快速、有序、高效地控制紧急事件的发展，及时展开救援，抢救受伤人员，使受困、受伤害人员、财产得到及时抢救，将事故损失减小到最低程度。8.2.1应急救援组织及其通讯方式应急救援小组名单：指挥部总指挥：王磊电话：指挥部副总指挥：麦康帝电话：指挥部成员：孙国通电话：黎永良电话：饶志春电话：袁邓权电话：8.2.2应急响应发生四级以下的一般事故时，由现场应急救援小组实施应急响应，同时以最快的方式报告公司应急救援机构；发生四级以上重大安全事故时，由公司应急救援小组指挥现场应急救援小组实施应急响应。8.2.2.1工程项目部现场应急救援小组1、工地现场发生事故后，现场应急救援小组应立即组织人员展开抢救伤员和排除险情，同时以最快的方式报告公司应急救援机构；如发生人员伤亡或火警等，应分别第一时间直接打电话报120急救中心或119报火警救助。2、由现场应急救援小组组长负责事故现场应急的指挥工作，进行应急任务分配和人员调度，以便有效利用各种应急资源，保证在最短时间内完成对事故现场的应急行动，防止事故的扩大和蔓延，力求将损失减少至最低程度，同时注意安排做好保护好事故现场。3、指挥调动工地现场的一切所需的应急救援排险物资和人员参与抢救救援，确保救援工作在统一指挥下有序地进行。4、协助公司和上级部门开展事故调查，接受公司及政府有关部门对事故的调查处理。31
5、协助公司及上级有关部门分析事故原因和性质，吸取事故教训“举一反三”地制定并落实相应的预防措施，切实防止类似的事故重复发生。6、负责安排专人做好事故的善后处理工作，使各级人员都受到安全教育，在切实做好预防措施和确保安全的情况下，上报有关上级部门，争取尽快批准恢复工地的正常生产。8.2.2.2公司应急救援小组1、公司应急救援小组接到工地重大事故报告后，应立即赶赴现场，同时将事故概况（包括伤亡人员、发生事故时间、地点、原因等）分别用电话和快报的办法报告上级应急救援组织以及政府有关部门。2、指挥现场应急救援组织，首先抢救伤员和排除险情，防止事故蔓延扩大。同时协同现场保护好事故现场。3、负责协调指挥调动公司的应急救援力量，包括应急物质资源和人员支持、技术支持，全力保障应急行动的顺利完成。4、协助和接受政府有关部门对事故的调查处理。5、协助政府有关部门分析事故原因和性质。6、吸取事故教训，制定并落实相应的预防措施，防止类似事故的重复发生。7、协同现场做好事故的善后处理工作，在做好预防措施确保安全的情况下，上报有关部门复检认可后，努力争取尽快恢复正常生产。8.2.2.3应急响应中必须遵循的原则1、紧急事故发生后，发现人应立即向项目部报警。2、项目部急救援小组在接到报警后，应立即组织自救队伍，按事先制定的应急方案立即自救；若事态情况严重，难以控制和处理，应立即在自救的同时向专业救援队伍求救，并密切配合救援队伍。3、事故发生时，应立即疏散人群，保证现场道路畅通，确保救援工作顺利进行。4、在急救过程中，遇到威胁人身安全情况时，应首先确保人身安全，迅速组织脱离危险区域或场所后，再采取急救措施。5、截断发生事故的区域或场所处电源，防止事态扩大。6、项目部设紧急联络员一名，负责紧急事物的联络工作。7、紧急事故处理结束后，部门负责人应填写事故有关记录，并召集相关人员研究防止事故再次发生的对策。8.2.3应急救援装备31
应急救援装备包括值班电话、无线对讲机、消防灭火器材、应急药箱、塔吊、铁撬及担架等。外用药品：双氧水、红药水、碘酒、酒精、消毒的棉签、药棉、纱布、胶布、绷带、创可贴、跌打万花油、眼药水、眼膏、磺胺结晶、烫伤膏、急救包等。内服药品：云南白药等。8.2.4应急救援演练项目部应根据施工现场实际情况定期组织有关人员演习预案，同时应定期检查施工现场内的设施、机具及消防器材。演习或事故发生后，项目部应组织人员对应急预案的实际效果进行评价，必要时进行修订。8.2.5应急救援措施8.2.5.1发生脚手架坍塌事故的应急救援措施：1、当施工现场的监控人员发现异常时，应立即报告给现场应急救援小组组长，由组长立即下令停止作业，并组织施工人员快速撤离到安全地点。人员的疏散由组长安排的组员进行具体指挥。具体指挥人安排人员快速疏散到安全的地方，并做好现场安全警戒工作。2、当发生倒塌事故，应急救援小组全员上岗，除应立即逐级报告给上级主管部门之外，还应保护好现场。3、当发生施工人员被压，被埋或受困的情况下，应先对脚手架进行观察，如需局部加固的立即组织人员进行加固后，在确认安全的前提下，方可组织人员进行相应的抢救。4、被抢救出来的伤员，要由现场医疗室医生或急救组急救中心救护人员进行抢救，用担架把伤员抬到救护车上，对伤势严重的人员要立即进行吸氧和输液，然后送医院进行治疗。5、当核实所有人员获救后，将受伤人员的位置进行拍照或录像，禁止无关人员进入事故现场，等待事故调查组进行调查处理。8.2.5.2发生高处坠落事故的应急救援措施：1、当发生事故后，应马上组织抢救伤员。抢救的重点放在对休克、骨折和出血上进行处理。处理后，迅速送往邻近医院进行检查治疗。2、抢救伤员时，应先观察伤员的受伤情况，如伤员发生休克，应先处理休克。遇呼吸、心跳停止者，应立即进行人工呼吸，胸外心脏挤压。3、31
对于处于休克状态的伤员应将其平卧，面部转向一侧，并注意清除其口中的分泌物、呕吐物，防止影响呼吸；让其保持安静、保暖、平卧、少动，并将下肢抬高约20度左右，然后尽快送医院抢救治疗。4、对于颅脑外伤的伤员，必须保证其呼吸道通畅，对于骨折者，应初步固定后再搬运。若发现伤员有凹陷骨折、严重的颅底骨折或严重的脑损伤症状出现，应该用消毒的纱布或清洁布等覆盖伤口，并且用绷带或布条包扎后，立即就近送有条件的医院治疗。5、对于脊椎受伤的伤员，创伤处用消毒的纱布或清洁布等覆盖伤口，用绷带或布条包扎。搬运时，应将伤者平卧放在帆布担架或硬板上。抢救脊椎受伤者，搬运过程，严禁只抬伤者的两肩与两腿或单肩背运。6、对于手足骨折的伤员，不要盲目搬运。应在骨折部位用夹板把受伤位置临时固定，使断端不再移位或刺伤肌肉，神经或血管。7、对于创伤性出血的伤员，应迅速包扎止血，使伤员保持在头低脚高的卧位，并注意保暖。8.2.5.3发生物体打击伤害事故的应急救援措施：1、发生物体打击伤害事故时，必须立即对伤者进行救治。抢救的重点应放在对颅脑损伤、胸部骨折和创伤性出血的处理上。2、抢救伤员时，应先观察伤员的受伤情况，如伤员发生休克，应先处理休克。遇呼吸、心跳停止者，应立即进行人工呼吸。3、对于颅脑外伤的伤员，必须保证其呼吸道通畅，对于骨折者，应初步固定后再搬运。若发现伤员有凹陷骨折、严重的颅底骨折或严重的脑损伤症状出现，应该用消毒的纱布或清洁布等覆盖伤口，并且用绷带或布条包扎后，立即就近送有条件的医院治疗。4、对于创伤性出血的伤员，应迅速包扎止血，使伤员保持在头低脚高的卧位，并注意保暖。处理后，应立即送往邻近医院进行检查治疗。5、对于头部受伤或怀疑骨折的伤员，即使没有明显流血也要送医院治疗。8.2.5.4发生机械伤害事故的应急救援措施：1、发生机械伤害事故时，要立即采取拉闸断电等措施，停止机械运转，然后应立即对伤员采取包扎止血措施。2、对于手、脚趾被切断的伤员，立即将被切断部分用干净布包好，与伤员同时送到医院，以便做接驳手术。3、对于手脚骨折、重伤休克等伤员的处理方法同上。进行处理后，应组织车辆尽快将伤者送医院检查治疗。31
8.2.5.5发生火灾事故的应急救援措施：1、发生火灾时，首先是迅速扑灭火源，及时疏散有关人员，并对伤者进行救治；同时拨打“119”电话报警和及时向上级有关部门及领导报告。报警后必须始终有人在现场门口等待并引导救火车入场救火。2、火灾发生初期是扑救的最佳时机，火灾现场的人员要及时把握好这一时机，尽快把火扑灭。3、现场的消防管理人员，应立即指挥人员将火场附近的可燃物搬走，避免火灾区域扩大；同时指挥、引导无关人员按预定的线路、方法疏散、撤离事故区域。4、如有人员受伤，要马上将伤员撤离危险区域进行施救，并立即打“120”电话求救或用车把伤员送到医院救治。8.2.5.6发生触电事故的应急救援措施：1、触电急救的要点是动作迅速，救护得法。发现有人触电，首先要尽快使触电者脱离电源，然后根据触电者的具体症状进行对症施救。2、当触电者位于高处时，应采取措施预防触电者在脱离电源后坠地摔伤或摔死（电击二次伤害）。3、夜间发生触电事故时，应考虑切断电源后的临时照明问题，以利救护。4、触电者未失去知觉时，应让触电者在比较干燥、通风暖和的地方静卧休息，并派人严密观察，同时请医生前来或送往医院诊治。5、触电者已失去知觉但尚有心跳和呼吸时，应使其舒适地平卧着，解开衣服以利呼吸，保持空气流通，冷天应注意保暖，同时立即请医生前来或送医院诊治。6、若发现触电者呼吸困难、心跳失常，甚至呼吸和心跳停止时，应首先为其通畅气道，然后立即采取人工呼吸及胸外心脏挤压方法进行抢救。9脚手架计算书1.后附落地式脚手架计算书2.后附悬挑式脚手架计算书10后附图纸内部资料，请勿外传！31
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