6、屋面钢架吊装施工方案

'目录1、编制依据12、工程概况23、施工组织与部署23.1施工组织23.2质量责任制33.3施工部署43.4劳动力计划53.5材料投入计划53.6工期计划54、屋面钢架吊装施工54.1主要施工流程54.2施工方法54.2.1下料64.2.2构件制作及检验过程64.2.3零部件的加工制作64.2.4构件装配84.2.5焊接与矫正94.2.6涂装124.2.7构件存放、包装及发运134.2.8钢结构安装144.2.9吊装验算185、质量保证体系及具体实施措施195.1质量保证体系195.2工程质量保证措施195.3成品保护225.4具体施工措施226、钢结构工程质量通病控制236.1质量通病分析236.2预防措施236.3工艺控制236.4对质量通病的处理236.5落实措施成果237、安全目标及安全措施247.1安全生产目标247.2安全生产管理247.3安全生产管理机构及安全生产责任制257.4安全教育307.5安全施工措施307.6安全检查337.7安全防护347.8消防、防火安全348、文明施工措施35 8.1施工现场宣传368.2施工现场管理368.3夜间施工措施378.4台风、雨季施工措施388.5现场防噪声污染扰民措施389、施工用电、机械用电管理措施399.1施工用电安全技术措施399.2现场机具用电管理4010、工期保证措施42 屋面钢架吊装施工方案1、编制依据《钢结构设计规范》GB50017-2003《高层民用建筑钢结构技术规程》JGJ99-98《钢结构高强度螺栓连接的设计、施工及验收规程》JGJ82-91《钢结构防火涂料应用技术规范》CECS24:90《钢结构工程施工质量验收规范》GB50205-2001《碳素结构钢》GB／T700-2006《碳素结构钢和低合金结构钢热轧厚钢板和钢带》GB／T3274-2007《热轧H型钢和剖分T型钢》GB/T11263-2005《低合金高强度结构钢》GB/T1591-1994《厚度方向性能钢板》GB／T5313-85《建筑结构用钢板》GB/T19879-2005《热轧等边角钢尺寸、外形、重量及允许偏差》GB/T9787-1988《热轧不等边角钢尺寸、外形、重量及允许偏差》GB/T9788-1988《建筑结构用钢板》GB/T19879-2005《热轧不等边角钢尺寸、外形、重量及允许偏差》GB/T9788-1988《建筑用压型钢板》GB/T12755-1991《热轧普通槽钢尺寸、外形、重量及允许偏差》GB/T707-1988《电弧螺柱焊用圆柱头焊钉》GB／T10433-2002《钢结构用扭剪型高强度螺栓连接副》GB/T3632～3633-1995《钢结构用高强度大六角头螺栓》GB/T1228～1229-200645 本工程有关设计图纸。2、工程概况磨碟沙停车场位于猎德大桥西侧、阅江西路南侧，黄浦涌东侧，磨碟沙公园的地块内。地块占用公园东北角，南北长约260m，东西宽约70m，总占地面积约1.68公顷。停车场由运用库（含停车库、检修库）、综合办公用房、污水处理用房及危险品库、材料堆场等组成，设计停车能力为7列位，总建筑面积约7391.12㎡。施工内容包括停车场及出入段线：土建工程(地基处理、土方工程)、房建工程、轨道工程、机电设备安装工程、排水工程、交通疏解等工程及试验段7.7公里正线工务、停车场施工范围专业的四年养护维修工作，施工总造价3981万元。本工程A-B轴为钢屋面,建筑长117m、宽15.8m、建筑总高度9.025m,地上1层，主要结构跨度15.8m。总建筑面积约1850㎡，基础预埋螺栓的形式。主体结构为钢桁架结构，构件用Q235、Q345制作，焊条E43XXE50XX，焊缝为贴角焊缝，焊缝高h=6mm，满焊，构件表面涂环氧富锌底漆二度，中间云铁漆二度；檩条型号为LT1:C300X150X3.2X4.5(Q235-B)、LT2:C160X63X6.5X10(Q235-B)，本工程结构的安全等级为二级，耐火等级为二级，抗震设防类别为丙类，使用年限为50年。3、施工组织与部署3.1施工组织45 为更好地对本工程进行施工管理，确保工程质量、安全生产及文明施工，本工程派有技术职称、经验丰富、责任心强的工程管理人员组成本工程项目经理部，并制定完备的技术岗位职责和质量、安全管理网络，建立技术责任制和质量检验制度，在以项目经理为首的领导下，对工期、质量、成本全面管理。3.2质量责任制建立健全质量责任制，明确领导班子成员的责任，确定每个部门的职责，最后落实到项目每个管理人员，并签订相应的质量岗位责任状，形成一个由项目经理为主负责，项目技术负责人和项目副经理领导监控，各职能部门执行监督，施工班组严格实施的网络化项目组织体系。施工质量管理组织体系中最重要的是质量管理职责。职责明确，是落实责任到位、有效管理的首要条件。3.2.1项目经理的质量职责项目经理作为项目的最高领导者，对整个工程的质量全面负责，在保证质量的前提下，平衡进度计划，经济效益等各项指标的完成，并督促项目所有管理人员树立质量第一的观念，确保《质量保证计划》的实施与落实。3.2.2质检人员的质量职责质检人员作为项目对工程质量进行全面检查的主要人员在质量检查过程中有相当的预见性，提供准确而齐备的检查数据，对出现的质量隐患及时发出整改通知单，并监督整改以达到相应的质量要求。3.3.3施工班组长的质量职责45 施工班组长作为施工现场的直接指挥者，首先其自身应树立质量第一的观念，并在施工过程中随时对作业班组进行质量检查，随时指出作业班组的不规范操作，质量达不到要求的施工内容，并督促整改。3.3.4安全员的质量职责参加编制安全措施计划和安全操作规程、制度的制订工作，指导生产班组的兼职安全员开展安全工作；会同有关部门做好安全生产宣传教育和培训，总结和推广安全生产的先进经验；参加伤亡事故的调查和处理，做好伤亡事故的统计、分析和报告，协助有关部门人员提出防止事故的措施，并督促他们按期实现。督促有关部门人员按规定及时发放和合理使用个人防护用品、保健食品和清凉饮料；经常对施工现场进行安全检查，及时发现施工中的违章行为和施工现场的不安全因素，并提出制止和整改措施；和广州市规定及标准要求，在施工中逐步落实、定期检查、立案备查。3.3施工部署3.3.1本工程屋面采用钢架结构，下部采用钢筋砼结构，下部结构施工完成后进行屋面钢结构施工。钢结构构件由专业厂家进行生产组装，后运至工地进行安装，详见附图1钢屋架安装平面图。3.3.2根据现场条件，A-B轴间距15.8m，吊车可于A、B轴之间，屋面钢架施工由南向北便于组织连续作业，进行均衡施工，详见附图2吊车运进路线及吊车站位示意图、附图3屋面主次桁架摆放示意图、附图4屋面桁架梁吊装示意图。3.3.3施工中需保证主要工种有足够的工作面和垂直运输机械能充分发挥台班能力。根据上述原则，根据本工程的实际情况和现行规范的相关规定，按照本工程所确定“确保工期、确保质量”45 的指导思想，确定本工程的具体施工方案。3.4劳动力计划技术工人及普通工人根据现场实际施工进度需要，由项目部统一按工程进度需求调配及时到位，由于施工段划分明确，各工种的配备按流水施工段施工程序计划。各种具体配备情况如下表：序号工种人数序号工种人数1安装工104电焊工62预埋工45电工23吊装工263.5材料投入计划本工施工工期较紧、所需要的材料数量多，规格多，因此在开工前根据施工进度计划和施工预算的材料分析，拟定加工及定货计划。按各施工阶段材料需要量计划，分期分批进场。3.6工期计划根据现场施工及本工程特点，钢屋面施工工期为：钢结构加工2014年7月20日-2014年8月5日，钢屋面安装2014年8月6日-2014年8月20日。4、屋面钢架吊装施工4.1主要施工流程进料→下料→制作→检验→钢架吊装→支撑安装→加焊补漆→竣工验收。45 4.2施工方法4.2.1下料下料是在设计图的基础上绘制生产、加工图及安装图，下料图是基于建设单位组织的图纸会审及技术交底之基础上进行，施工单位不明之处在图纸会审时向设计单位提出，由设计单位释疑，下料单的内容包括：a.构件编号：名称、数量、单件用量、总量b.构件装配图，零件详图、构件各部分所用钢材的钢号及工艺性能。c.焊缝质量要求，所用焊接材料。下料单编制程序为：阅读设计图→参与图纸会审及技术交底→绘制下料单→校核→发放生产4.2.2构件制作及检验过程构件质量检验按其不同的工艺程序进行，凡采用非流水线生产的，应按A种工艺流程的检验程序进行质量检验，凡采用装焊机流水线生产，应按B种工艺流程的检验程序进行质量检验，二种生产工艺流程所规定的检验程序见工艺流程图。各工艺阶段制作质量的检验，必须实行三级检验自检是基础；工厂专检必须对客户负责；施工现场质量员检验主要负责构件的最终检验；各个工序尽量杜绝一切不良构件出厂、安装。各检验工序的检验项目内容和要求，应按照指导性工艺文件《钢结构制作质量检验程序和项目要求》所规定的内容和要求执行，工厂专检应对每一根构件进行检验。现场质量检验员应保证安装正确无误。4.2.3零部件的加工制作45 a.钢板在下料之前应确认钢板的牌号、厚度和表面质量，如钢材的表面出现的腐蚀点深度＞0.2mm部位不准用于制作产品，小面积的腐蚀点在不减薄设计厚度的情况下，可以采用打磨直至合格；b.钢板下料之前应保持平整，平面度超过允许公差范围的，应通过滚压给予矫正；c.在构件制作完成后一次性喷砂或抛丸除锈工艺，若采用钢材预处理工艺，构件在制造过程中必需采取有效措施防止发生锈蚀和玷污；d.放样、下料和检验所使用的量具、定期送计量部门计量检验合格；e.下料所划的切割线，必须正确、清晰，下料的尺寸允许偏差为+1mm；f.切割前必须核对钢板的牌号、规格和表面质量情况，在确认无疑后才切割下料；g.零件在画线后，可采用龙门剪、油压剪板机、等离子切割、氧气-乙炔切割和丙烷切割等方法进行零件下料加工。为提高切割质量一般采用等离子切割或丙烷及其混合气体切割，注意保证切割用气体的纯度、割咀和其他设备的完好；h.切割断面上深度超过1mm的局部缺口、深度大于0.2mm的割纹各断面残留的毛刺、熔渣，均应给予刨光或磨光；i.零件切割线和切割面的允许偏差见下表；项目名称允许偏差（mm）剪切+1.5手工切割+2.0自动及半自动切割+1.545 切割面不垂直度≤1.5切割坡口角度+30切割坡口钝边+2.0j.组成H钢的无余量零件外形尺寸的允许偏差见下表；零件名称允许偏差(mm)长度+3.0宽度+1.5直线度1/3000，且不大于2.0k.所有经过加工后的零件均进行抽检，平整地放在条型搁置架上，零件吊运时应采用设有三个吊点的横杆吊具。4.2.4构件装配a.构件组装时应确认零件厚度和外形尺寸已经检查合格，已无切割毛刺和缺口，核对零件编号、方向和尺寸无误后才可进行组装。b.构件在组装时必须清除被焊部位的浮锈、熔渣、油漆、污垢和水分，重要构件（如屋架构件、檩条等）的焊缝部位的清理，应使用动力砂轮打磨直至呈现出金属光泽。c.焊缝的装配间隙和坡口尺寸，均应控制在允许公差范围之内，凡超差部位应给予修正。d.定位焊可采用碱性焊条手工焊或CO2气体保护焊。定位焊缝的质量必须完好，定位焊接后应清除焊渣和大颗粒飞溅，定位焊缝尺寸和间距的推荐尺寸列于下表，但当工厂的零件加工精度和组装工艺水平能够保证达到良好的焊缝间隙或采用自动装焊机生产时，允许主焊缝一面定位焊，定位焊尺寸可不受下表限制，但采用该工艺前，必须取得相关技术人员认可。板厚（mm）定位焊缝长度（mm）定位焊缝间距（mm）≤1025-30200-25045 10-2530-40200-250≥2540-60250-300e.对拼的支撑角钢，应在组装前先将拼装面除锈和涂漆，而后才可进行装配和焊接。f.构件在装配时必须保证接缝间隙、构件高度、垂直度、中心度和接头平齐度应符合设计图纸要求。4.2.5焊接与矫正4.2.5.1从事钢结构焊接的各类焊工，必须是经过理论和操作培训经考试取得合格证书并在有效期内的焊工，未经培训和持证的焊工均不准从事钢结构工程的焊接工作。4.2.5.2被选用的各种焊接材料的牌号、规格、必须用于相应的钢材和结构部位，焊条和焊剂在使用前应按说明书规定的要求进行烘培。4.2.5.3当选用瓶装的CO2或Ar气体，每批气体在使用前应检查其工艺性能，若发现工艺性能不符合使用要求时应停止使用。4.2.5.4本工程采用E43、E50焊条，若发现焊条已经产生锈斑，则不允许再用于生产。4.2.5.5每条焊缝在收弧时，（特别是CO2气体保护焊），必须认真填满弧坑，以免出现弧坑裂纹，在构件角焊缝终止处，必须进行包角焊，引弧和熄弧端应离端头10mm以上。当端板与翼板间隙≥2.0mm，时，应进行双面焊，在H钢单面角焊的构件中，对于无端板的腹板与翼板单面角焊缝的另一侧，二端包角焊缝的长度不小于50mm。45 4.2.5.6每一构件焊接完工后，焊工应认真进行自检，彻底清除焊渣、飞溅和焊瘤，修正焊缝缺陷或遗漏焊段等，并在构件的一端打上焊工钢印号。4.2.5.7所有的对接焊缝，在焊完坡口一面的焊缝后，反面焊缝必须用碳刨清根，应完全铲除未焊透的部位和其它底部的缺陷。如翼板在型钢组装后对接焊，则应先将翼板面向腹板一面的对接焊缝焊好后才能进行型钢的组立，在型钢焊接完成后再将翼板外侧的对接缝刨清根后再封底焊，以保证该翼板对接焊缝的完全焊透，当构件的对接焊缝长度超过500mm，应采用埋弧自动焊接方法。4.2.5.8焊工在焊接时应按工艺文件规定的要求，正确选择焊接规范、焊接程序和控制热输入量，以最大限度地达到减少构件的焊接变形。4.2.5.9在制订施工工艺时，必须重视控制和减少构件的焊接变形，如采用反变形、使用刚性夹具，运用平衡应力的装焊顺序、尽量减小焊接能量和确保角焊缝焊脚尺寸不超标等。4.2.5.10型钢的角焊缝应采用埋弧自动焊，如须采用其它焊接工艺方法，必须进行工艺评定试验，并取得相关技术人员的认可。4.2.5.11采用气体保护焊焊接端板、加筋板，但不允许立向下焊。手工焊严禁使用酸性焊条。4.2.5.12当气温≤-5℃时应将焊缝两侧面100mm范围内加热到≥30℃对允许进行焊接，使用气保护焊时，当作业环境的风速≥2M／秒时应停止焊接，或采取有效的防风措施后才允许进行焊接。4.2.5.13构件在焊接后产生超过允许公差范围的变形应给予矫正。构件的变形矫正可采用机械的或加热的方法，前者如采用翼缘矫正机、傍弯矫正机和油压机等，后者如采用氧-乙炔火焰和电加热等方法。45 4.2.5.14当采用机械方法进行构件变形矫正时，环境温度应不低于0℃，加压要缓慢，并应采取有效措施，保证构件表面不发生严重损伤，和防止在单面角焊缝的根部产生裂缝。4.2.5.15当采用加热方法进行构件变形矫正，加热温度严禁超过900℃，当温度自然冷却到600℃时允许捶击，但应严加防患构件加热过度，造成材质过烧和局部下陷。当对Q235钢构件进行矫正时严禁采用浇水冷却。4.2.5.16焊缝的质量检验应包括焊缝的外观检验和焊缝无损探伤检验，无损探伤检验，无损探伤检验应在外观检验合格后进行，所有的焊缝都必须进行外观检验，外观检验应包括焊缝外形尺寸检验，和焊缝外观缺陷的检验。4.2.5.17焊缝的外形尺寸和焊缝边缘的直线度应符合《钢结构焊缝外形尺寸》（GB10864-89）的规定。4.2.5.18焊缝外观不允许有裂纹、熔穿、缺焊和弧坑。4.2.5.19焊缝的超声波探伤的质量要求，应按照《钢焊缝手工超声波探伤方法和结果分级》（GB11345-89）标准要求。4.2.5.20焊缝的无损探伤，应符合下列要求：a.一般结构板厚≥8mm的对接焊缝及全焊透角焊缝，必须进行超声波探伤检验，检查等级为BXE（以下匀同），探伤比例应不低于每条焊缝长度的20%，探伤检验结果应不低于中国国家标准GB111345-89关于缺陷评定等级III级要求。如图纸有特殊要求，应按图纸要求执行。45 b.重要建筑结构（由图纸上表明）对于板厚≥8mm的全熔透角焊缝，必须进行100%超声波探伤检验，评定等级应不低于II级要求，对于板厚≥8mm的对接焊缝，必须进行100%超声波探伤检查，评定等级应不低于II级要求。c.经探伤检验不合格的焊缝，除需将不合格部位的焊缝返修外，尚需加倍进行复验当复验仍不合格时，应对该焊缝进行百分之百探伤检查。4.2.6涂装a.钢构件的除锈和涂装，应在构件制作质量检验合格和打上构件编号钢印后进行。b.钢构件的除锈应采用喷砂、抛丸或动力工具进行，喷砂的磨料应使用铜矿砂、钢丸或钢丝头等，严禁使用游离Sio2含量高的磨料（如石英砂或黄砂等）。c.涂装前的构件表面状态，应是在完全去除切割边缘毛刺、焊渣和飞溅、无残留切割缺口、焊缝缺口、超标咬口、未包角焊和焊缝外形缺陷等，在除锈后若发现上述缺陷，必须在修磨到合格的才可进行喷漆。d.钢构件除锈等级应达到Sa2.5级，牢固附着的残留氧化铁皮在每一工作面上不超过20%，表面粗糙以25-75um为宜，若超标面积达到10%以上，则必须重新进行抛丸或打砂除锈。e.除锈后的构件，应彻底清除浮砂，并在12小时内完成首涂底漆，若表面出现浮锈，必须用砂纸或动力工具除净。45 f.构件的涂漆应采用喷涂法，若使用有气喷涂，压缩空气必须经除湿器除去水分。喷除前的油漆必须拌均匀，并不准随意添加稀释剂，如油漆粘稠度过大，可适量添加稀释剂，但不超过5%。稀释剂的选用，必须符合油漆产品说明书的规定。g.涂装工作应在室内或风雨棚内进行，环境温度应5-35℃，相对温度不大于80%，构件的表面温度高于结露点5℃，构件必须卧放在置架上进行涂装，为避免发生流挂，不应将构件处在立位进行喷涂。h.涂漆层数和漆膜厚度为2*25um，单层最小厚度应不小于25um，但单层最大厚度不准小于50um，喷涂宜分二次达到所需漆膜厚度。i.涂层干燥后外观色泽应均匀一致，达到油漆色标的色泽，无干燥漆膜，表面应平整光滑，丰满、无流挂、起皱、露底、气泡，针孔、龟裂、脱落和粘有污物，凡出现上述缺陷时，应及时进行修补。j.漆膜厚度的测试点，10㎡以上达到规定涂层厚度，未达到规定厚度的涂层应进行重涂。k.涂装合格的构件，应在构件两端的端板或腹板上写上构件编号和定位标记。l.构件吊运进挂钩处应垫放软性垫料，应单件吊运，并整齐排放在设有木板条的支架上，严禁成捆扎吊，随意堆放。4.2.7构件存放、包装及发运4.2.7.1构件制作完工的构件应竖立搁置在枕木上，不允许卧放堆压以防构件因侧向刚性差导致变形。4.2.7.2构件在运输过程中也应竖立放置，在每一构件之间应垫填木，并进行临时固定，以免在运输中发生碰撞，松动，倾偏甚至翻倒而损坏构件。固定方法应适度不应损伤构件基材和涂层。45 4.2.7.3包装在构件涂层干燥后进行，应能保护构件的涂层不受损伤，保证构件、零件不变形、不损坏、不散失，带有螺纹的构件零件应涂防锈剂并包裹。4.2.7.4构件出厂、进场，应随车带有构件明细表以方便核对和检验。4.2.7.5所有构件、零件的装卸和搬运均要用叉车或吊车进行不允许野蛮装卸，加工厂和工地均有专人负责发运和卸车工作。4.2.7.6钢构件存放场地应尽量平整坚实，无积水，各类构件按种类、型号、吊装顺序分别存放；较大构件的垫枕应有足够的支撑面积，防止下沉，小型构件叠放时应有足够条件保证构件不变形，且高度适当不会造成事故。4.2.8钢结构安装4.2.8.1准备工作安装前，项目经理部配合安装单位进行劳动力和安装机具的准备；项目经理部及项目管理人员应提前达到施工现场进行施工安装前的准备工作。a.与施工人员进行现场交底，做好现场安装前的施工布置，如原材料、零部件、及设备的堆放场地、行业通道、水、电、食宿的安排，办理好施工许可交接手续，协调确定施工日期和各工序施工计划，制订与其他施工单位进行交叉作业协调计划；b.对施工前道工序（基础预埋件及相关设施）进行复核，确保预埋构件质量、标高、中心轴线、几何尺寸、平行度等正确，做好交接手续；c.45 做好机具及辅助材料的准备工作，如吊车、电焊机、测量仪器、手动工具及其他辅助用具，落实好垂直运输条件；d.对制作、施工的机械、机具进行适当放置，以使施工方便、搬运合理便于保管，对钢构构件进行适当堆放。4.2.8.2材料进场a.本工程材料进场时间分为2个部分，即钢结构预埋件进场和钢构件材料进场；b.材料进场根据工程的整体施工计划；c.所有材料进场必须复查，根据发货清单逐一核实，查看运输过程中是否有损伤；d.到场材料必须按有关要求堆放，并注意现场排水情况。4.2.8.3预埋件施工①固定式埋设方法以水准仪及经纬仪测出预埋件之高程及确定位置后，用钢板或角铁做成样板，使螺栓穿过样板，并将其焊牢固于基础钢筋上，再加以补强使其不发生松动，此种方式使地脚螺栓完全固定，不能再做调整之工作，故于安装时应注意检测其安装确实之位置及精度。②地脚螺栓安装时注意事项a.过分变形之基础螺栓不可使用，务必矫正后方能使用。b.埋设前应先核对螺栓之检验报告（是否合格）、螺栓尺寸、直径、长度及数量。c.于混凝土浇置前，再检查其安装之正确精度、方向高程、垂直度及螺栓应实露出长度。45 d.螺栓未浇置混凝土前，外露螺牙部分务必以草绳或碎存布包覆，以免混凝土附着和碰伤螺牙。e.浇筑混凝土时，需注意其浇注时之冲击力量，不使螺栓移位。若发现移位时，于未凝固前随进调整并维持其正确位置。f.除有特别注明，原则上螺栓应垂直于理论承截面。③安装准备a.复验安装定位所用的轴线控制点和测量标高使用的水准点。b.放出标高控制线。c.复验预埋件、轴线、标高、水平度、预埋螺栓位置及露出长度，如有超出允许范围应做好技术处理。d.检查吊装机械及吊具，按照施工组织设计的要求搭设脚手架或操作平台。e.测量用的钢尺应与钢构制造用的钢尺校准，并取得计量法定单位检验合格证。④施工方法机械设备：采用1台35吨汽车起重机吊装。施工顺序：按照一般原则，由里向外，先吊装柱、梁、屋架、屋面支撑和屋面檩条，吊装前首先检查地脚螺栓螺纹是否完好，在完好的前提下，方可进行吊装。人员组织：指挥1人，吊装工2人，丝索工2人，安装工6人，杂工3人。45 钢屋架吊装：根据施工图，工艺和质量标准并结合构件特点，提出组装措施，并通过计算选择好吊点，主钢构吊装按1-17轴开始吊装，吊机摆放在场地内中间位置（1-15与1-16轴中心点，具体详见平面图），确保摆放一次能满足二榀钢梁的吊装要求，依次顺序吊装。吊装第一榀屋架时应加临时支撑及揽风绳，在临时支撑起作用之前，不得放松吊索，在永久支撑起作用之前，严禁撤除临时支撑，在有支撑开间的主次钢构和支撑安装工作完成后，应立即对该分部钢构件进行核对，使之投影方正、垂直，在完成该项工作后方可转入下一榀钢架的吊装。完成两榀钢梁吊装后安装钢次梁（H型钢檩条、C型钢檩条）初拧螺丝、调校。具体如下：a.按图号配好相应的一条梁上，不得随意调换，在较平整的地面进行拼装，初拧后检查各部尺寸是否与图纸相符，经检查合格后进行终拧；b.在拼装时要注意磨擦面的清理工作，磨擦面不得有浮锈，异物、泥土等；c.首先检查个基础地脚螺栓，标高是否符合设计要求，再检查地脚螺栓是否符合设计要求，在达到安装要求后方可吊装；d.用经纬仪或者用铅垂吊线的方法校正垂直度；e.15.8M跨度的梁要一次吊装。f.起吊钢丝绳按每段梁的重量配备相应直径的钢丝绳，不得用小直径钢丝绳吊起重物件，断丝超标钢丝绳严禁使用。g.当吊每一榀梁起吊到位后要用临时支撑或用缆风绳分4个方向固定，保持好其稳定性。当吊第二榀梁吊到位以后需用连系梁或C型钢与第一榀连接起来后，方可拆去临时支撑或缆风绳，往后面安装以上面方法以此类推。45 h.高强度螺栓初拧和终拧必须在24小时内完成。i.全部钢梁安装到位后，在安装C型钢檩条时调正各梁位置包括间距、垂直度、平面度经检验合格后安装好各连系梁，并用螺栓紧固。j.在主体结构安装完毕后，因吊装过程损坏的油漆处进行补漆工作，然后进主体自检。k.通过监理和质检站验收后方能进入围护系统安装。4.2.9吊装验算(一)单机吊装计算a)计算吊装载荷P=(Q+q)K1P:吊装载荷Q:钢结构总重量≈2.5Tq:吊具、索具、工器具重量和,一般取Q的5%计算.K1:动载系数,取1.1即P=2.89Tb)计算起升高度HH=H1+H2+H3+H4H1:钢丝绳垂直高度4m;H2:主桁架的高度;2mH3:主桁架就位时与柱子间的操作空间,一般取200mm;H4:主桁架至地面高度6.5m;H=4+2+0.2+6.5=12.7m45 根据吊车性能表,25T吊车主臂长为17.6m,吊装能力为9.45T,符合要求。(二)吊绳，卸扣的选用及验算：1、钢丝绳选择：（1）2.5T主桁架起吊点和钢丝绳选择为防止梁变形，合理吊点为负弯矩与跨中正弯矩绝对值相等处按经验取值X=0.2076L即1/5-1/6L处，L为梁总长即X=5米处，吊索与梁角度为60度左右，吊索拉力S=0.58PP为钢梁重量S=2.5TX0.58=1.45TP破=500d2查，建筑钢结构施工手册P889，[P]=500d2/8>14500N钢丝绳直径D>15.23mm现场采用D=20mm钢丝绳吊装.5、质量保证体系及具体实施措施5.1质量保证体系在质量管理上，本工程确保合格工程，通过建立、健全质量管理体系和质量保证措施，以便从人、财、物、时间等各质量要素进行全面控制。5.2工程质量保证措施5.2.1质量管理小组45 成立以质量组为主体的质量管理组，由项目经理任组长，技术负责人、项目副经理任副组长，以及现场施工班组，各指定一名兼职质量监督员，专门负责本班组施工作业中的质量检查与质量评比。5.2.2质量目标把“确保合格工程”质量标准作为本工程的指导思想和行动准则，贯穿于整个施工过程，项目部坚持每周一召开内部管理人员和班组负责人开会，确保施工进度及工程质量。5.2.3三检制度实行三检制度，以及特殊工序过程监控与跟班检制；分部、分项工程验评制和隐蔽工程验收制。加强对生产工人和管理人员进行经常性的质量意识教育，提高全体员工素质。5.2.4质量控制组织技术人员认真审查、核对设计图纸，逐级进行技术交底，将各种差错消灭在工序开工以前，这是确保施工顺利进行、减少返工、避免质量事故发生的重要措施。交底工作以书面形式为主，未经交底不得施工。对关键工序、关键部位的施工，施工员要在施工现场监督、负责，技术部门对每个关键环节和隐蔽项目要进行复核、监督，发现问题及时解决。5.2.5原材料控制把好材料关，对所投入的物质进行质量控制，确保原材料质量符合设计要求。各种原材料的进场必须要有合格证明，对钢材、水泥、防水材料等主要材料进场后，必须进行复试，并按照《建筑工程质量检验评定标准》（GBJ301-88）要求做好各种原材料和半成品的试验检测工作。5.2.6施工过程控制5.2.6.1加强施工过程控制、跟踪、检查，认真贯彻“预防为主”45 的方针，坚持“三检制”，每道工序都有检、有记录、有评定，做到上不清、下不接，把质量问题消灭在萌芽状态，设立工序控制点，对工序质量进行控制，控制点的设置和管理由项目部编导和执行。内部质量保障措施如下图所示：班组申请检验限时整改项目部验收不合格评定等级（优良、合格、不合格）报于业主、监理验收资料存档备查5.2.6.2施工过程单项工程的分部工程完成时，自检完毕，班组长向项目部申请报验，项目部派质检员会同该分部工程的施工员及班组负责人一起检验，根据设计要求和现行规范评定等级：优良、合格、不合格三级。对不合格的分部工程究其原因，限时整改，且处与罚款，对合格工程给予奖励。然后报于甲方、监理到场验收，评定等级，资料存档备查。5.2.7文件、资料的管理45 加强项目部文件、资料的管理，项目部所有施工图纸统一编号，由项目经理分发到技术负责人、施工员、安全员、预算员及施工班组。个人负责图纸的保管工作，不得遗失、损坏，不得在图上任意乱涂乱写，当项目经理部接到甲方或设计院设计变更通知或监理通知时，必须先交至技术负责人，经项目评审后，若同意接受变更，则先编号存档，再复印分发到项目部上述人员手中，由个人负责保管，按照变更内容施工。班组所有人员在项目上无权私自接受变更或使用无效签名签章的变更通知单。5.2.8加强技术培训对管理人员及施工班组进行新工艺、新技术的培训，以便在施工过程中熟练运用，从而提前工作效率，达到事半功倍。本工程所采用的新工艺、新技术、新材料，须先经技术负责人确定执行，并严格监督管理。5.3成品保护科学安排工作流程，工作面，避免各工种同时在同作业面上施工，杜绝焊工在已安装完成的屋面板上打火、随意踩踏成品屋面板等现象发生，办理交接班组验收手续，操作人员须加强责任心，防止构件磕碰已完的成品。5.4具体施工措施5.4.1为改变过去不规范的习惯做法，消除在建筑安装中存在的质量通病，根据现行规范及有关规定，对下述部分要注意做法。a.钢屋架吊装时应注意控制好垂直度及各个屋架之间的水平跨度；b.装屋面与墙面檩条时应注意横平竖直；5.4.2雨季施工措施雨季前备好足够数量的水泵和防雨布，雨天做好现场排水措施，防止现场积水。每天设专人收听广州当地气象预报，合理安排施工作业，避免在雨天施工。45 5.4.3每道工序都必须做好已完成工程的质量自检和成品保护，凡达不到“规范”和“验标”要求的，必须进行修补或返工重做，直到达到合格为止。工程竣工验收前后要分责任区设专人担任现场保护工作，出现损坏、污染、破损等情况，无条件修复，保证工程各部位完成交付建设单位。6、钢结构工程质量通病控制6.1质量通病分析一个质量通病往往是由若干原因综合造成的，分析质量通病的原因，就是要找出其中的关键原因，方能达到“对症下药，药到病除”的目的。分析质量通病的原因可利用有关的统计方法。6.2预防措施对防止质量通病的再发生，应根据需要相应修改有关工艺以及技术规范或质控体系。6.3工艺控制为防止质量通病的再发生，在对有关工序和程序进行必要的控制，在实施预防措施时，应监控其效果以保证达到预期目的。6.4对质量通病的处理在施工过程中，一旦出现“质量通病”，就应查明原因和责任者，按企业的规定进行严肃处理，以减少返修、返工或报废的损失，这是一项重要的纠正措施。对已入库或已发运、安装和已投入使用的带有“质量通病”的构件，均应根据安全性、产品责任和用户意见提出是否需要追回的决定。6.5落实措施成果45 纠正和预防措施完成后，应组织鉴定措施的有效性，以证实新的质量措施确实能够解决相应的质量通病。所谓落实措施成果，就是把经过证实的有效的质量措施纳入工艺文件、规范和质量体系，使之成为永久性的更改，真正起到防止质量通病再次发生的作用。7、安全目标及安全措施7.1安全生产目标根据本工程的特点，严格按照国家、省、市有关建筑施工安全规范、规程、标准及施工安全管理规定组织施工，严格执行《建筑施工安全检查标准》（JGJ59-99），严格遵照建设部《建设工程施工现场管理规定》、广州市建设工程现场文明施工管理办法以及有关法规，确保安全生产，无死亡事故，工伤频率控制在广州市建筑施工安全管理法规规定的指标要求范围内。7.2安全生产管理安全生产管理是项目管理的重要组成部分，是保证生产顺序进行、防止伤亡事故的关键。因此需采取各种对策，做到既管人又要管生产现场的物和环境。按GB／T28000—2000职业健康、安全卫生管理标准要求，建立健全保障体系，充分识别危险源，并实施管理方案和紧急预案等措施，对危险源予以控制，做到防患于未然。项目经理是施工现场安全生产的第一责任人，建立健全安全生产责任制和有关安全生产规章制度，经常组织按《建筑施工安全检查标准》进行安全检查，及时发现安全隐患，落实措施迅速整改，防止安全事故发生，确保安全生产。7.2.1严格执行有关安全生产管理方面的各项规定和条例。45 7.2.2研究采取各种安全技术措施，改善劳动条件，消除生产中的不安全因素。7.2.3掌握生产施工中的安全情况，及时采取措施加以整顿，达到预防为主的目的。7.2.4认真分析事故隐患及事故原因，制订预防发生事故的措施，防止重复事故的发生。7.3安全生产管理机构及安全生产责任制建立以项目经理为组长，项目副经理、项目总工为副组长，各班组长为组员的项目安全生产领导小组，建立完善的安全生产管理机构（见下图），在项目形成纵横网络管理体制。明确安全生产责任目标，逐级建立安全生产责任制，签订安全生产协议书，使每个人都明确自己在安全生产工作中所应承担的安全责任。项目经理对承包项目工程生产经营过程中的安全生产负全面领导责任。贯彻落实安全生产方针、政策、法规和各项规章制度，组织落实安全技术措施，健全和完善用工管理手续。7.3.1项目安全第一责任人（项目经理）职责a.45 负责贯彻执行国家及上级有关安全生产的方针、政策、法律、法规和《建筑施工安全检查标准》及省、市有关文明施工的规定；b.督促本项目工程技术人员及班组长在各项目的职责范围内做好安全工作，不违章指挥；c.组织制定或修订项目安全管理制度和安全技术规程，编制项目安全技术措施计划并组织实施；d.确定安全工作的管理体制，明确各业务承包人的安全责任和考核指标，支持、指导安全管理人员的工作；e.健全和完善用工管理手续，如确有分包项目时，必须经批准。认真做好专业队和上岗人员安全教育，保证他们的健康和安全；f.组织落实施工组织设计（或施工方案）中安全技术措施，组织并监督项目工程施工中安全技术交底制度和设备、设施验收制度的实施；g.领导、组织施工现场定期的安全生产检查，发现施工生产中不安全问题，组织制定措施，及时解决，对上级提出的生产与管理方面的问题要定时、定人、定措施予以解决；h.不打折扣地提取和用好安全防护措施费，落实安全防护措施，实行安全达标；i.项目经理及安全员每天亲临现场巡查工地，发现问题通过整改指令书向班组长交待；j.定期召开工地安全工作会，当进度与安全发生矛盾时，必须服从安全；k.发生事故，要做好现场保护与抢救工作，及时上报，组织配合事故的调查，认真落实制定的防范措施，吸取事故教训。45 7.3.2项目安全生产直接责任人（项目副经理）职责a.认真执行本企业的领导和安全部门在安全生产方面的指示和规定，对本项目的职工在生产中的安全健康负全面责任；b.在计划、布置、检查、总结和评比生产工作的同时，计划、布置、检查、总结和评比安全生产工作；c.经常检查生产现场和建筑物、机械设备及其安全装置、工器具、原材料、成品、工作地点以及生活设施等是否符合安全卫生要求；d.按时提出本项目安全技术措施计划项目，经上级批准后负责对措施项目的实施；e.制定和修订本项目的安全制度，经安质部审查，提出意见，企业主管领导批准后执行；f.经常对本项目职工进行安全生产思想和技术教育，对新调入项目的工人进行安全生产现场教育；对特种作业的工人，必须严格训练，经考试合格，并持有操作合格证，方可独立操作；g.发生事故时，应及时向主管领导和安全部门报告，并协助企业领导、安全部门进行事故的调查、登记和分析处理工作；h.开展各项工作时，要制定具体的安全管理措施。7.3.3项目总工职责a.对工程项目生产中的安全生产负技术责任；b.贯彻落实安全生产方针、政策、严格执行安全技术规程、规范、标准。结合项目工程特点，主持工程项目的安全技术交底工作；c.45 参加或组织制定施工组织设计、编制、审查施工方案时，要制定、审查安全技术措施，保证其可行与针对性，并随时检查、监督、落实；d.主持制定技术措施、制定季节性施工方案的同时，制定相应的安全技术措施并监督执行，及时解决执行中出现的问题；e.工程项目应用新技术、新工艺、新材料时及时上报，经批准后方可实施，同时要组织上岗人员的安全技术培训、教育，认真执行相应的安全技术措施与安全操作工艺要求；f.主持安全防护设施和设备的验收，发现不正常情况应及时采取措施。严格控制不合标准要求的防护设备、设施投入使用；g.参加安全生产检查，对施工中存在的不安全因素从技术方面提出整改意见和办法予以消除；h.参加、配合员工伤亡及重大未遂事故的调查，从技术上分析事故原因，提出防范措施、意见。7.3.4安全员职责a.认真执行国家有关安全生产方针、政策和企业各项规章制度；b.督促项目财务提足安全技术措施费，做到专款专用；c.每天对各施工作业点进行安全检查，掌握安全生产情况，查出事故隐患应及时提出整改意见和措施制止违章指挥和违章作业、遇有严重险情，有权暂停生产，并报告领导处理；d.参加项目组织的定期安全检查，做好检查记录，及时填写隐患整改通知书，并督促认真进行整改；e.配合班组长开展好安全宣传教育活动，特别是要坚持每周一次的安全活动制度，组织班组认真学习安全操作规程；45 f.对劳动保护用品、保健食品和清凉饮料的发放使用情况进行监督检查；g.发生因工伤亡及未遂事故要保护现场，立即上报，并如实向事故调查组反映事故情况。7.3.5班组长、施工员职责a.认真执行上级有关安全生产规定，对所管辖的班组的安全生产负直接领导责任；b.认真执行安全技术措施及安全操作规程，针对生产任务特点，向班组进行书面安全技术交底，履行签认手续，并对规程、措施、交底要求执行情况经常检查，随时纠正作业违章；c.经常检查所辖班组作业环境及各种设备、设施的安全状况，发现问题及时纠正解决。对重点、特殊部位施工，必须检查作业人员及各种设备设施技术状况是否符合安全要求，严格执行安全技术交底，落实安全技术措施，并监督其执行，做到不违章指挥；d.定期和不定期组织班组学习安全操作规程，开展安全教育活动，接受安全部门或人员的安全监督检查，及时解决提出的不安全问题；e.对分管工程项目应用的新材料、新工艺、新技术严格执行申报、审批制度，发现问题，及时停止使用，并上报有关部门或领导；f.发生因工伤亡及未遂事故要保护现场，立即上报。7.3.6班组长职责a.认真执行安全生产规章制度及安全操作规程，合理安排班组人员工作，对本班组人员在生产中的安全和健康负责；45 b.经常组织班组人员学习安全操作规程，监督班组人员正确使用个人防护用品，不断提高自保能力；c.认真落实安全技术交底，做好班前讲话，不违章指挥、冒险蛮干；d.经常检查班组作业现场安全生产状况，发现问题及时解决并上报有关领导；e.认真做好新工人的岗位教育；f.发生因伤亡及未遂事故，保护好现场，立即上报有关领导。7.4安全教育所有工人在入场前要办理有关合法的劳务用工手续，经劳资等有关部门审核合格后，方可进行入场教育。工人入场教育合格后，项目部的安全管理部门要进行登记造册，建立档案，使安全教育工作处在受控的状态中。严格执行班前安全教育制度，除对工人进行文字安全技术交底外，班组长还应根据当天作业环境等因素，对本班组人员进行有针对性的班前安全教育，做到中检查班后总结。积极利用板报、标语、文艺节目等多种形式宣传安全生产，使工人从中受到健康、有益的安全教育。7.5安全施工措施7.5.1管理措施a.在吊装时，必须保证吊机和吊装装置具有足够的安全度；b.有高空作业的地方，都必须布安全网；c.高空作业严禁向下抛掷物体，工具、焊条头；45 d.吊装严格控制起吊半径，严禁超载；e.吊装区域严禁非操作人员入内，并需拉好警戒线，委派专职安全员监护；f.必须在钢架就位正确并形成稳定体系后才准卸绳；g.每天吊装作业前必须专人检查工、夹、索具、电气设备，确保安全可靠后方可作业；h.用电必须有电工专人负责；配电箱必须有可靠的接地装置；i.构件卸车按指定位置堆放，不得任意乱放，各种工具、小型设备做好保养工作，堆放整齐，长期不用做好入库整理；j.在施工前必须对班组进行安全技术交底，其交底内容针对性要强，并做好记录，并明确安全责任制。k.加强施工或安全信息反馈，不断消除施工工程过程中的事故隐患，使安全信息反馈迅速，这是预防和控制事故发生的重要方面。l.重视安全宣传，加强安全管理。以教育为主，惩罚为辅来搞好安全。m.易燃、易爆有毒物品一定要隔离加强保管，禁止随意摆放。n.对于仪器、机具、零件等重要物品要设专门房间上锁保管，领取和存放做好登记工作。o.各种施工材料要分类有序堆放整齐，对余料注意定期回收，对废料及时清理，定点设垃圾箱，保质施工现场的清洁整齐。7.5.2技术措施a.加强雨季施工的防护措施，及时掌握气象资料，以便提前作好工作安排和采取预防措施，防止雨天对施工造成恶劣影响。45 b.大风、大雨不得从事露天高空作业，施工人员应注意防滑、防雨、防水用用电防护，并做好相应的防护措施。c.不允许雨天进行焊接作业，如必须，需设置可靠的挡雨、防风篷、防护后方可进行。d.加强大风的防护措施，大风来临前，现场零散物品应集中，施工、工具回收入工具房内，施工材料集中安放在临时堆场，已安装结构件节点固定，整体结构必须加固稳定。e.脚手架及已装钢架，应有可靠的防风措施，如用缆绳拉紧。f.吊运设备和构件要做好准备，有专人指挥操作，严格遵守吊运安全规定。g.施工现场焊接或切割等动火操作时要事先注意周围上下环境有无危险性，做好防火措施，以防失火。h.施工用电、照明用电按规定分线路接线，对于绝缘保护层裸露的导线要及时更换。i.构件运输倒运必须绑扎牢固，堆放平稳牢靠，防变形，防坍塌倾倒。j.各工种人员要持证上岗，严格遵守本工种安全操作规程，在安装中不要抱侥幸心理，而忽视安全规定。k.构件不固定不准撤回吊钩，吊装靠棱角处必须加保护套。l.六级以上大风、大雨、大雪及浓雾等恶劣天气，禁止从事露天高空作业。m.电气控制等重要部位要采取专人值班、保管措施，安全施工人员必须养成良好工作习惯，不动与工作无关的一切电气开关。45 n.夜间施工必须有足够照明，深坑作业地面应红灯示警。o.构件的接头连接和安装就位等连接工作，应该搭设稳固可靠的临时工作平台。p.为便于施工人员操作，设置简易的钢梯，组装高空焊接工作，可采用直爬式钢梯和悬挂式钢吊兰。q.高空作业点下面不允许站人，防止高空坠落事故。r.施工用电设施应专人维护，定期保养，严格遵循用电规程，保证安全用电，节约用电。s.严格遵守施工工地有关防火的规定，加强防火设施，杜绝火灾事故。t.起吊用工具和钢丝绳，必须有足够的安全系数，一般不得小于5-6倍。u.施工临时设施的制作和设置不能随意降低要求，对原有的工具、材料及通用设施认真检验，有缺陷之处应予修复，报废的决不能再用。v.使用起重机应和司机密切配合，严格执行起重机械“十不吊”的规定。w.脚手架搭设应遵守脚手架工程安全操作规定。7.6安全检查施工现场的安全检查，要严格按照《建筑施工安全检查标准》JGJ59—99执行。建筑施工现场每周要进行一次全面的安全生产大检查，要作好详细的安全检查记录和考评打分记录，同时要做好日检安全记录，及时掌握现场的安全状况，发现隐患应认真对待及时整改。45 在日常的安全检查工作中，要虚心听取业主和监理人员的意见和建议，必要时可以与业主和监理人员联合组织安全检查工作。7.7安全防护现场管理人员和工人，着装应统一、整齐，还应当在胸前佩戴标有个人彩色照片、姓名、工种或职务、所属单位的标卡(尺寸为90～60mm)。落实安全“三宝”使用。进入施工现场的各类人员应当戴好安全帽、系好帽带；临空和高空作业的人员应当系好安全带。安全帽、安全带、安全网应当符合技术安全标准，本工程钢结构吊装时所设的安全网应采用lOOcm2不少于2000目的密目式阻燃围网封闭，要求围设平整、绷紧、密拼连接、整齐美观，不得漏挂、脱落。安全帽应分色标识使用者，管理人员戴蓝色帽，工人戴黄色帽；安全帽前端应标识施工单位名称；戴安全帽时应使帽带系紧下颚，帽衬应与帽壳留有20～25mm空隙。一切生产人员、工作人员必须穿劳保鞋，严禁穿高跟鞋、拖鞋或赤足操作。违者罚款。地面下有人员操作地段，均应挂好安全网及有安全挡板的施工安全通道。建筑物的上落笼口均搭设安全平台。高处作业施工人员，严禁投掷物料。做好夜间施工的照明工作，保证夜间施工有足够的照明。7.8消防、防火安全7.8.1建立消防组织，设立防火小组和消防小分队，进行防火检查，及时消除火灾隐患；编制防火技术措施。45 7.8.2施工现场内禁止烟火，禁止在作业场所吸烟。各类易爆易燃的化学物品、建材、油料必须入库存放，不得露天堆积。乙炔和氧气使用时两瓶间距必须大于5m以上，存放时必须封闭隔离。动用明火必须由项目经理和安全负责人在现场核验签字后方可进行，操作人员必须持证上岗。7.8.3施工现场内办公室、仓库禁止使用电热器具取暖和煮饭，宿舍仓库不得混用。7.8.4仓库、办公室、动火现场、作业区域、吸烟室以及易爆易燃材料堆放场等场所，必须按规定配备足够的各类有效防火器材，并经常检查。7.8.5按要求配置灭火器材并合理布置。7.8.6布置临时消防龙头和消防水池，并时刻保证消防通道的畅通。7.8.7现场禁止使用明火，动火作业必须履行专职安全员审批制度。7.8.8工作区和办公区的照明、动力电路皆由专业电工按规定架设，任何人不得乱拉电线；7.8.9材料保管对储存物品进行火灾危险性的分类并分开存放，各种气瓶等危险品单独设库存放。7.8.10电、气焊作业：焊割作业区与气瓶距离，与易燃易爆物品距离、乙炔发生器与氧气瓶距离都应大于安全规定距离，焊割设备上的安全附件要保证完整有效，作业前应有书面防火交底，作业时备有灭火器材，作业后清理燃物，切断电源、气源。7.8.11涂喷漆作业防火：保证场所通风良好，禁止焊割作业同时或局部上下交叉进行；浸有涂料稀释剂的破布、棉纱、手套和工作服等应及时清除，防止堆放生热自燃。8、文明施工措施45 为维护企业形象，加强文明施工意识，塑造干净、整洁的施工现场，以确保项目部朝气蓬勃的精神面貌和严格有序的管理体系，项目部对整个施工现场实行严格的文明施工管理，现场井然有序的文明建筑工地。8.1施工现场宣传8.1.1在施工现场大门处设置七排二图，图牌应规格统一，字迹端正，内容详细，摆放整齐、美观。8.1.2在施工现场大门处设置醒目的“严禁闲杂人等入内”的标牌，以保证现场的施工安全。8.1.3要人员出入集中处设置正规宣传栏，其内容包括：安全防护、卫生常识、防火常识、用电指南、班组施工形象栏（带班组负责人照片）、通知栏等到，使整个施工现场的管理清晰、明朗。8.1.4对所有进场工人进行安全、卫生、防火等文明教育，以避免各种施工事故的发生。8.1.5对各班组人员定时进行必需的技术培训，以确保工程质量和工程进度。8.1.6在施工现场生活区内设置一定的文娱、学习场所，保证工人能以轻松的心情投入工作。8.1.7在主要施工部位、作业点、危险区、主要通道口挂上安全宣传标语或安全警告牌。8.2施工现场管理8.2.1人事管理：工作人员一律佩戴胸卡；工地所有人员上工地一律戴安全帽。8.2.2文明现场管理45 8.2.2.1施工现场周围采取封闭管理，设立警卫人员，严禁闲杂人员进入施工现场。8.2.2.2施工现场应经常保持清洁，道路平整通畅，排水设施齐全有效。8.2.2.3现场材料按施工平面布置图指定地点堆放，并堆放整齐，严禁乱放乱堆。8.2.2.4在正在施工的建筑物内严禁住人。8.2.2.5做好工地现场的治安措施，确保施工设施和建筑材料的安全。8.2.2.6施工完毕后，各种材料、下脚料、废弃物及时清理出现场，丢弃物要倒指定场所，做到“工完料尽场地清”。8.2.2.7工人上班禁止穿拖鞋、赤膊、严禁随地大小便。8.2.2.8严禁酒后作业、带病工作。8.2.2.9严禁在工地上、高空乱扔乱丢物品。8.2.2.10严禁打架、骂人等不文明行为。8.2.2.11按程序和规范作业，严禁野蛮施工。8.3夜间施工措施8.3.1申办夜间施工许可证,夜间施工不超过甲方及有关部门所规定的时间标准。8.3.2保证夜间施工有足够的照明，并安排专门电工跟班，随时排除电线路及机械故障，尽量减少噪声。8.3.3严格按规范施工，特别是制定严格的安全制度，确保安全生产，文明施工。45 8.3.4合理安排夜间施工的工序，实行两班制连续施工。8.4台风、雨季施工措施8.4.1做好施工现场的排水设施，道路两侧，临设四周设排水沟以保证施工现场雨水有组织排放。8.4.2在雨季来临前，对施工现场的临时设施进行全面检查。若漏雨应及时进行修复，不得让材料和机具受雨淋和被雨水淹没。8.4.3施工现场准备一定数量的帆布或塑料布，用以覆盖材料机具、刚浇筑的混凝土。8.4.4封顶后，及时安装雨水管，并接到室外，以免雨水流入室内，破坏室内的装饰成品。8.5现场防噪声污染扰民措施8.5.1施工现场应遵守《建筑施工场界噪声限值》规定的降噪限值，制定降噪制度。8.5.2提倡文明施工，建立健全控制人为噪声的管理制度，尽量减少人为大声喧哗，增强全体施工人员防噪声扰民的自觉意识。8.5.4牵扯到生产强噪声的成品，半成品加工，制作作业应尽量放在工厂完成，减少因施工现场加工制作产生的噪声。8.5.4对人为活动噪声应有管理制度，特别要杜绝人为敲打、叫嚷、野蛮装卸噪声等现象，最大限度的减少噪声扰民。8.5.5在施工过程中应尽量选用低噪声或备有消声降噪的施工机械。施工现场的强噪声机械(如：搅拌机、电锯、电刨、砂轮机等)要设置封闭的机械棚，以减少强噪声的扩散。45 8.5.6凡在居民稠密区，结构施工要采取有效措施降噪。8.5.7施工中需要停水、停电、封路而影响环境时，必须经有关部门批准，事先告示。在行人、车辆通行的地方施工，应当设置沟、井、坎、穴覆盖物和标志。8.5.8加强施工现场环境噪声的长期监测，采取专人监测，专人管理的原则，根据测量结果填写建筑施工场地噪声测量记录表，凡超过《施工场界噪声限值》标准的，要及时对施工现场噪声超标的有关因素进行调整，达到施工噪声不扰民目的。9、施工用电、机械用电管理措施9.1施工用电安全技术措施9.1.1供用电设施投入运行前，项目应建立健全用电管理措施，组织好运行、维护专业班组，明确管理机构与专业班组的职责。9.1.2项目应建立健全供用电设施的运行及维护操作规定，运行及维护人员必须学习这些操作规定，熟悉本项目的供电系统。9.1.3项目必须建立用电安全岗位责任制，明确各级用电负责人。9.1.4项目用电的运行及维护人员，必须学习和熟悉本专业规范的有关规定，并应每年考试一次，因故间断工作连续三个月以上者，必须重新学习本专业规范，并以考试合格后方可恢复电气操作工作。9.1.5新参加工作的维护电工、临时工等人员，上岗前必须经过安全教育，考试合格后在正式电工带领下，方可参加指定的工作。9.1.6配电房值班人员应具备的条件：a.熟悉配电系统、运行方式及电气设备性能。45 b.持证上岗。c.能认真执行本单位制定的各种规章制度。d.配电房值班负责人或单独值班人，应由有实践经验的人员担任。配电房内必须配备足够的绝缘垫、绝缘台等安全工具及防护设施。e.配电房值班人员单独值班，不得从事检修工作。9.1.7供电设施的运行及维护，必须配足够的常用电气绝缘工具并按有关规定，定期进行电气性能试验。电气绝缘工具禁止挪作他用。各种电气设施应进行巡视检查，每次巡视检查的情况和发现的问题应记入运行日志内。9.1.8用电管理同时应符合下列要求：a.接引电源工作，应由施工现场用电负责人通知维护班组，进行拆除。b.禁止非电工拆除电气设备，禁止乱拉乱接电源；c.配电房和现场开关箱、开关柜应加锁、编号进行管理；d.电气设备明显部位应设“禁止靠近，以防触电”的标志；e.接地装置应定期检查；9.2现场机具用电管理施工用电线路按规范采用三相五线制。9.2.1配电箱和开关a.配电箱和开关应安装牢固，便于操作和维修。b.落地安装的配电箱和开关箱，设置地点应平坦并高出地面，其附近不得堆放杂物。c.45 配电箱、开关箱的进出线应设在箱的下面，电源的引出线应穿管并设防水措施。d.配电箱、开关箱内的电线应绝缘良好、排列整齐、固定牢固，导线端头应采用螺栓连接或压接。e.具有三个回路以上的配电箱应设总闸刀。每一分路闸刀不应接2台或2台以上作业组使用。f.照明、动力合一的配电箱内安装的接触器、闸刀、开关等电气设备，应动作灵活，接触良好可靠，触头没有严重烧蚀现象。9.2.2移动式电动工具和手持式电动工具a.手动式电动工具的管理、使用、检查、和维修，应符合国家《手持式电动机工具管理、使用、检查和维修安全技术规程》的规定。b.长期停用或新领用的移动式电动工具在使用前应进行检查，并应检测绝缘。c.移动式电动工具、手持式电动工具通电前应做好保护接地或保护接零。d.移动式电动工具、手持式电动工具应加装单独的电源开关和漏电保护器，禁止一台开关接两台以上电动机设备。e.移动式电动工具电源开关应采用双刀开关控制。其开关应安装在便于操作的地方。f.移动式电动工具、手持式电动工具当采用插座连接时，其插头、插座应无损伤、无裂纹，且绝缘良好。g.使用移动式电动工具和手持式电动工具，应加装高灵敏的漏电保护器。45 h.移动式电动工具和手持式电动机工具的电源线，必须采用铜芯多股橡胶套软电缆或聚氯乙烯护套电缆。电缆应避开热源，且不得拖在地上。i.使用手持式电动工具应戴绝缘手套。9.2.3电焊机a.根据施工需要，电焊机应集中设置，并应编号。b.布置在室外的电焊机应设置在干燥场所，并搭棚遮蔽。c.电焊机的外壳应可靠接地，不得多台串联接地。d.电焊机各线卷对电焊机外壳的热态绝缘电阻值不得小于0.4MΩ。e.电焊机的裸露导线部分和转动部分应安装保护罩。直流电焊机的调节器被拆下后，机壳上露出的孔洞应加设保护罩。f.电焊机一侧的电源线必须绝缘良好，不得随地拖拉，其长度不得大于5米。g.电焊机的电源线开关应单独设置。直流电焊机的电源应采用启动器控制。h.电焊把钳绝缘必须良好。i.电焊机两侧引出线宜采用橡胶绝缘铜芯软电缆，其长度不得大于30米。10、工期保证措施为了确保安装进度，除了制作加工、包装、运输、搬运过程要确保产品质量和安全，在安装现场还须采用以下措施：45 10.1采用的施工进度计划与周、日计划结合的各级网络计划进行施工进度的管理，并配套制订材料、设备、劳动力的安排，实施适当的动态管理。10.2加强计划、管理和协调，做到早计划、严管理、常协调，项目组成员每天都必须驻守工地。10.3合理安排施工和交叉流水作业，通过各控制点工期目标的实现来确保总工期控制进度的实现。10.4采用成熟的施工工艺和新工艺方法相结合，尽可能缩短工期。10.5准备好预备安装队员，及时到位零部件，带足备件和施工的加工机械和工具，以保证能在现场解决的问题就在现场解决，不因资源问题或组织造成脱节而影响工期。10.6雨天尽量不间断工作，但禁止进行吊装施工。10.7做好安全防护工作，尽可能使各项工作有较大的安全度。a.吊钩、电线、电缆、卷扬机均要仔细检查，确保质量合格，材料应符合规范要求。b.现场搬运应做好用人工手推车的准备，以防运输车辆不能直达卸货场。c.运输计划安排应提前一天，以防止雨天阻路等情况。d.所有构件、辅助零件、机械、工具、材料、架子及吊装材料等均要有备份安排。e.吊装时，所有构件及物件编号由质检员专项核对，每装五榀钢梁，做一次整体检查，确保安装质量一次到位。10.8与现场业主、监理人员和设计人员作好有关质量控制，协调交叉作业以及各方面的关系，确保不因施工质量问题而影响工期。45 10.9严格完成当日施工计划，不完成不收工，现场人员可适当加班加点，管理人员应及时分析工作中存在的问题，并及时采取对策。10.10准备好照明灯具和电缆线，以确保在开夜工时有充分的照明。内部资料，请勿外传！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^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@Eh5pDx2zVku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