某印务公司轻钢结构厂房施工组织方案

四川南方印务有限公司轻钢结构厂房施工组织方案编制单位：四川省眉山市美信实业有限公司编制人：审核人：批准人：编制日期：2004元11月24日 业主(监理)审批意见： 目录一、工程概况5二、现场施工组织机构框图(转下页)5三、组织机构框图(转下页)6四、设计：8五、采购：8六、钢结构制作工艺96.1准备工作96.2放样、号料96.3切割116.4制孔126.5组装136.6焊接136.7检验156.8涂装、编号156.9构件预拼装166.10出厂17七、生产制作的质量保证措施17八、厂内生产进度保证措施18九、运输18十、安装1910.1进场前准备1910.2主要项目施工工艺流程1910.2.1钢架安装2010.2.2钢结构安装的质量控制2110.2.3涂装2210.2.4檩条及屋面系统安装2210.2.5门窗的施工2410.2.6现场机具及人员配备25十一、质量保证措施25十二、安全目标及安全措施26 十三、工期保证措施27十四、现场文明施工28十五、工程回防、保修工作29附表一加工厂主要机具配置30附表二加工厂人员配备31附表三现场施工机具配置32附表四现场施工人员配备33附表五安装工程进度一览表错误！未定义书签。附录一工程技术标准目录34 一、工程概况本工程为金象化工股份有限公司合成氨技改工程与亚钙一期钢结构工程。结构部分采用门式双跨钢屋架，主厂房为门式钢架结构加吊车梁。焊接式变截面H型钢梁柱，最大支承跨度18m、柱距6m，檐高18.3m,建筑面积9396m2；屋面采用单层澳洲BHP820型板;围护自地面以上为：1.2米高的砖挡水墙，挡水墙面以上为单层900型彩色压型钢板，整个围护设推拉窗一道。本工程采用的材料分别为：柱梁采用Q235B钢板焊接成变截面H型钢，支撑为Q235；10.9s高强螺栓采用40cr或20MnTiB搓制而成，檩条采用Q235钢板冷轧而成，屋面墙面板采用0.426BHP轧制而成。库房为Q235B钢材。施工要求计划合理、科学、周密，设计、生产、施工各部门密切配合，人力物力资源准备充分，交叉作业合理，施工质量一次到位。二、现场施工组织机构框图(转下页) 钢结构安装队长兼施工员围护工程质检员钢结构质检员安全员质量工程师安装处材料、计划管理员机电管理员员事务管理员油漆及防火安装队长兼施工员门窗安装队长兼施工员屋面、墙面安装队长兼施工员檩条安装队长兼施工员项目经理部项目经理后勤处质安处三、组织机构框图(转下页) 厂长管理者代表经营副厂长行政副厂长总工程师生产副厂长经营施工一部设计室质量部材料供应部生产部教育处经营施工二部经投安营标装办办队经投安营标装办办队中心试验室资料室原材料库计设运轻划备输钢调处公彩度司板室厂四、设计：本工程由金象化工股份有限公司委托设计。具体包括钢结构平面布置图、施工图、生产加工图、材料表、屋面条布置图、加工图、屋面平面布置图、板材加工图、折弯件加工图、节点图、排版图、材料表等。 设计工作由其结构室技术部负责分三组分别按设计、审核、批准进行。设计由熟练的设计人员至少进行2-3次优化后确定设计方案；审核由技术部项目组长及项目技术负责人进行审核；并由其基建组审核认可，经设计院签章后方可进行生产施工。五、采购：采购由总厂材料供应部负责：5.1管理计划部根据总厂技术部下发的设计图纸及相关技术文件、国家有关标准规范、工程承包合同、公司材料库存台账等确定本工程所需采购的原材料零部件的名称、品种、规格（型号）、数量、到货日期，制定采购计划任务书，并下达经营部。5.2经营部根据采购计划任务书及程序文件中规定的合格材料供应商名录制定具体采购作业书，确定采购责任人、供应商、产品的性能和质量要求，到货期限。确保货物准确及时到达。5.3入库检验对采购的原材料及零部件到货后须进行入库前检验。检查其合格证、质保书、规格型号、几何尺寸、外观质量、数量等是否符合采购作业书要求。对钢材产品取样进行化学分析检测其化学成分是否合格，必要时进行硬度检测和抗拉强度、疲劳强度及扭矩试验，对初次使用的焊丝、焊条必须进行焊接工艺评定试验，对有包装要求的须检查其包装是否合格。待以上检查结果均符合规定要求后方可批准入库。5.4入库保管入库材料必须分类、分批次堆放。确保堆放合理，标识明确，做好防潮、防腐、防损坏、防混淆工作，做到先进先出，定期检查，对易燃易爆腐蚀性物品要特别存放；对焊丝焊条做好防潮及烘干处理；对有保质期要求的进行保质期控制。 六、钢结构制作工艺准备工作→放样、号料→下料→制孔→组装→焊接→检验→涂装、编号→预拼装→出厂6.1准备工作6.1.1钢结构加工前，由技术人员编制工艺规程，并由总工程师审定。认真检查各道工序的工艺准备情况，并做好加工图纸的制成和互审工作。6.1.2对加工所需各种材料及机具进行检查，工艺装备应符合工艺规程的规定。6.1.3技术人员提前做好各道工序的技术交底工作。6.1.4对上岗操作人员提前做好培训和考核，对特殊工种进行资格确认，必须持证上岗。6.1.5放样前应核对加工图和掌握工艺要求，发现问题及时向有关部门提出。6.1.6加工厂主要机具见附表一、人员配备见附表二。6.2放样、号料6.2.1对加工图中结构或构件的重要节点尺寸可放实样或计算校核。6.2.2样板采用0.3mm薄钢板制作，并编好号。6.2.3号料前必须核对钢材规格、材质、批号，并清除钢材表面油污、泥土等脏物。6.2.4号料应依据工艺要求预留焊接收缩余量及切割、边缘加工等加工余量。加工余量见表一、焊接收缩余量见表二。 表一单位(mm)加工余量剪切手工切割半自动切割切割缝14-53-4表二单位(mm)(见下页)结构形式收缩余量实腹结构H型钢1、H≤1000L方向每米收缩0.6板厚≤25H方向收缩1.0每对加劲板h1方向收缩0.82、H≤1000L方向每米收缩0.2板厚>25H方向收缩1.0每对加劲板h1方向收缩0.53、H>1000L方向每米收缩0.2板厚≤25H方向收缩1.0每对加劲板h1方向收缩0.56.2.6板材号料先号出基准检查线，号孔号规孔线。号料应在零件上注明生产号、零件号、数量、加工方法等，应根据零件不同的材质，统一采用不同颜色标注。 6.3切割6.3.1本工程H型钢翼缘板、腹板及端头板均采用自动或半自动切割机进行切割，肋板及刚性支撑连接板用剪板机进行剪切。型材用手工切割或砂轮机切割。6.3.2气割用氧气纯度应保证在99.5%以上；乙炔纯度应保证在96.5%以上；丙烷纯度应保证在98%以上。6.3.3切割前应将钢材表面距切割边缘50mm范围内的铁锈、油污等清除干净。6.3.4板材气割应在专用平台上进行，平台与板材接触应采用线状或点状接触。6.3.5切割过程中发现钢材分层应立即会同有关部门处理。6.3.6零件切割允许偏差见表三单位：（mm）项　　目允许偏差零件宽度、长度±3.0切割面平面度0.05t，且不应大于2.0割纹深度0.3局部缺口深度1.0注：t为切割面厚度。6.3.7采用气割时应控制切割工艺参数，自动、半自动气割工艺参数见表四（转下页）割咀号码板厚(mm)氧气压力(Mpa)气割速度(mm/min) 乙炔压力(Mpa)16-100.69-0.78≥0.3650-450210-200.69-0.78≥0.3500-350320-300.69-0.78≥0.3450-3006.4制孔6.4.1本工程所有螺栓孔均采用立式钻床或摇臂钻床钻孔。6.4.2钻孔时采用钻模和叠板套钻，制孔应用夹具固定，以防钻模或层板串位。6.4.3钻模板上下两平面平行，其偏差不大于0.2mm，钻孔套中心与钻模板平面应保持垂直，其偏差不大于0.15mm，整体钻模制作允许偏差符合下列规定：(1)相临两孔中心距：±0.2mm(2)两最外排孔中心距：±0.3mm(3)两对角线孔中心距：±0.45mm6.4.4高强螺栓孔孔径比螺栓公称直径大1.5-2mm，普通螺栓孔孔径比螺栓公称直径大1.5-3mm。6.4.5叠板上所有螺栓孔应采用量规检查，其通过率为：(1)用比孔的直径小1.0mm的量规检查，并通过每组孔数的85%。(2)用比螺栓公称直径大0.2mm-0.3mm的量规检查应全部通过。6.4.6量规不能通过的孔，必须经技术人员同意后方可扩钻或补焊后重新钻孔。扩钻后的孔径不得大于原设计孔径2.0mm，补孔应制定补焊工艺方案并经过审查批准，用与母材强度相应的焊条补焊，严禁用钢块填塞，处理后应做出记录。 6.4.7制孔完毕后应用磨光机彻底清除孔边毛刺，并不得损伤母材。6.5组装6.5.1组装前应将所下零件进行矫正，对较厚钢板可采用压力机或火焰加热进行矫正。火焰矫正温度控制在800℃-900℃之间，在空气中缓慢冷却。采用手工锤击矫正时应采取加锤垫等措施，防止凹痕和损伤。6.5.2构件组装应根据其结构形式、焊接方法和焊接顺序等确定合理组装顺序。以减小焊接变形。6.5.3本工程所有H钢均在H型钢组立机上进行自动组装，组对允许偏差必须满足（GB50205－2001）有关规定。其上下翼板和腹板的拼接缝应错开200mm以上。6.5.4本工程钢柱、梁均在钢平台上按1：1比例放实样，将所有零件按加工图组装上。6.6焊接6.6.1一般要求（1）本工程所有焊接设备必须具有参数稳定、调节灵活，满足焊接工艺要求和安全可靠的性能要求。（2）焊工需持证上岗。（3）焊条、焊剂使用前应按技术说明书规定的烘焙时间和烘焙温度进行烘焙，低氢型焊条经烘焙后应放入保温筒内，随用随取。（4） 施焊前焊工应复查构件接头质量和焊区的处理情况，如不符合要求，应在修整合格后方能施焊。6.6.2焊接工艺（1）在施焊前，技术人员根据工艺评定书编制焊接工艺指导书，具体指导焊工进行焊接作业。在焊接过程中，应严格按指导书规定的工艺参数和焊接顺序进行施焊，以减少焊接应力和变形。（2）对接接头两端配置引弧和引出板，其材料和坡口形式应与焊件相同。（3）角焊缝起落弧点距焊缝端部10mm以上。（4）下雨或下雪严禁露天施焊。（5）定位焊工应具有焊工合格证，定位焊所使用的焊接材料应与正式焊接材料相同，定位焊不得有气孔、裂纹、夹渣等缺陷。（6）严禁在焊道以外的母材表面引弧、熄弧。（7）多层焊接宜连续施焊，其中每一层焊道焊完后应及时清理并检查，如发现有影响焊接质量的缺陷，必须清除后再施焊。焊道层间接头应平缓过渡并应错开。（8）同一部位的焊缝返修次数不应超过两次。6.6.3　H型钢焊接　本工程所有H型钢，均在门式埋弧焊机进行自动焊接。6.6.4手工焊接本工程所有柱、梁端板及其他连接板均采用手工焊接。6.6.5焊接检验本工程中所有板拼接焊缝及梁与端板焊缝均为Ⅱ 级焊缝，在焊接完成24小时以后进行焊缝外观及内部质量检验，Ⅱ级焊缝采用超声波检查，Ⅲ级焊缝只做外观检查。其抽查数量必须满足（GB50205－2001）有关规定。6.7检验6.7.1构件加工完成后，按照加工图和（GB50205－2001）有关规定对成品进行验收。验收前，验收人员应出具图纸和有关技术文件。6.7.2构件验收在成品矫正合格后进行。6.7.3构件验收标准为钢结构施工质量验收规范（GB50205－2001）及加工图。6.7.4高强螺栓摩擦面采用抛丸除锈，抗滑移系数大于0.45并随机做试件两套，出厂安装前分别进行检验。6.8涂装、编号6.8.1一般要求（1）构件除锈和涂装工作应在构件质量检验合格后进行。（2）构件涂装应按编制作业设计和工艺卡进行，并做好施工记录和检验记录。（3）涂装前对涂装施工人员进行专业培训，熟悉有关涂料的性能和涂层作业要领后，方可施工。6.8.2涂装前表面处理（1）本工程除锈采用抛丸除锈。除锈等级达Sa2.5。（2）除锈前将钢材表面毛刺杂物焊瘤清除干净。（3）构件除锈完成后，应于24小时内涂好第一道防锈底漆。6.8.3涂料管理 （1）各种涂装材料的品种规格应符合设计要求。（2）构件所用涂料技术条件必须符合专业标准规定，并有产品合格证。对超过使用保管期的涂料应进行复验，合格后方可使用。6.8.4涂装施工及编号（1）涂装环境温度应控制在5℃－35℃之间，相对湿度不大于85%，构件表面有结露或油污等不得作业。涂装后4小时内严防雨淋。（2）柱脚底板和现场安装焊缝30mm-50mm范围均不得涂装，高强螺栓摩擦连接面严禁涂装。（3）涂料使用前应搅拌均匀，配好的涂料应当天用完。涂装时不得任意添加稀释剂。（4）涂层应均匀饱满，严禁漏涂、误涂、起泡、脱皮和返锈。（5）待前一涂层干燥后方可涂下一道涂层，并做好施工记录。（6）当漆膜有损伤时，并清理损伤的漆膜，按原涂装工艺进行补涂。（7）构件制造完工后，应按图纸进行编号，对大型或重要构件应标注重量、重心、吊装位置和定位标记。6.9构件预拼装在钢平台上按1：1比例将其中某一跨构件放实样，用普通螺栓将构件连接在一起，检查其几何尺寸、螺栓孔错位情况。符合要求则准备出厂。6.10出厂　　按吊装计划将合格构件分批包装，运至工地。 七、生产制作的质量保证措施7.1以现行IS9002质量保证体系为基础，对每道工序的生产人员和检验人员师制订质量责任制，对违反作业程序工艺文件的每发现一次扣发当月奖金的50%，凡造成批量报废的责任事故，对责任人扣发当月奖金。7.2严格按规定要求进行检验，每道工序生产过程都需有车间检验员首检，巡检和完工检，生产人员必须全过程全检，加工完毕后，由仓库抽检，若发现不合格的则退回车间重检。1、每道工序检验完毕后由检验员贴上“零部件合格证”后才准转序。2、严格按规定进行试验、化验，特别是对原材料，高强螺栓、电焊等应进行必要的工艺评定，机械性能测试。3、对彩钢板和檩条流水线生产应进行首检，定时抽检，确保其几何尺寸，外观质量符合规定要求。4、对设计质量进一点进行控制。具体要求技术部做到设计、审核、批准各负其责。设计方案及图纸在技术部主持下，召集生产、质量、安装等部门会审。5、对原材料采用必须满足用户和规范要求，除用户规定的原材料外，其余都必须从合格分承包方处采购。对到厂的材料均应严格按程序审核质保资料、外观检验、化验、力学性能试验，且抽样比例必须达到规范要求。6、厂内制作应严格管理，质量应达到内控标准要求，用户指定的特殊精度要求应充分满足，所有装备应全面检查和测量。有关机床和夹模具的加工精度须评定其工艺能力，确保工艺能力满足精度求。7、工艺科对本工程工艺文件进行传达和指导。8、检验人员应严格把关，工艺人员在加工初期勤指导，多督促。9、严格按规定要求进行焊接探伤试验，节点抗拉强度试验。10．对编号、包装、堆放进行规划，应做到编号准确、包装完好、堆放合理、标识明确。 八、厂内生产进度保证措施本工程生产的檩条、屋面板等必须与钢架生产次序依次同步进行，总体进度计划应得到生产、质量、安装等部门的论证和认可，其他部门应密切配合，各司其责，具体应做到：（1）、管理计划部精心计划，计划做到周密、仔细、可行、及时，保证各部门工作协调一致。（2）、生产部安排好各工种技术及工人维护好生产设备，确保生产顺利进行。（3）、生产部把生产作业计划、工作量、定额、作业次序排定到各个零部件、各工序，确保工作量按计划执行，关键时刻适当加班加工点。（4）、各工种、各工序的先后加工及穿插、交叉作业次序尽可能合理化，以减少不必要的停机和变换生产产品。（5）、生产部、管理部、质量技术部、经营各部密切配合，保证质检随时完成，及时转序。生产材料及时供应。九、运输本工程的运输包括施工机械器具，钢结构零部件、檩条、屋面板等。运输的手段采用汽车。所有零件、设备的装卸和搬运均要采用铲车和吊车，不允许野蛮装卸，应派专人监督发运和到达的装卸工作，以便保质、保量及时送到施工现场。运输部应与运输责任单位签订运输的质量、安全、时间的协议，确保货物安全、准时到达。 十、安装10.1进场前准备项目经理部及有关人员应提前到达施工现场进行安装前的准备工作。1、项目经理对项目经理部全体人员进行进场前教育，对质量、工期、安全等方面工作进行全面贯彻，对所有设计图纸、施工方案的难点、重点有一个全面了解。2、与甲方进行现场交底，如原材料、零部件、及设备的堆放场地、行车通道、水、电、住宿，办理好施工许可手续，协调并确定施工款项和各工序施工计划，与其他施工单位交叉作业协调计划。3、对施工前道工序（基础埋件及相关设施）进行复核，确保预埋件质量、标高、中心轴线、几何尺寸、平行度等正确，做好交接手续。4、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。5、对制作、施工的机械、机具及工程零部件进行适当放置，以使施工方便、搬运合理便于保管。6、根据现场实际情况，对施工作业计划进行适当的调整和补充并上报项目经理部审核批准。10.2主要项目施工工艺流程进场前准备――基准面找平――钢柱安装――吊车梁安装――立柱安装――梁安装――剪刀撑安装――防腐油漆――檩条安装――拉条安装――屋面安装（含墙面）――打胶――收边――其它工程施工――扫尾――验收――撤场。10.2.1钢架安装1、安装过程及方法 本工程采用高强度大六角螺栓（简称高强螺栓）联接，梁柱间联接采用M20高强螺栓；梁与梁间联接采用M20高强螺栓，高强螺栓的等级为10.9S。本工程的安装方法为采用汽车起重机进行吊装。1、基准面找平本工程的钢柱下表面相对标高为±0m，把地锚螺栓上的调整螺母调整到位，基高差不得大于3mm。2、钢柱安装钢柱安装采用16吨汽车起重机进行吊装。本工程钢柱最低为8m重约1800kg，钢柱吊装就位后进行初找垂直度，注意钢柱轴线与土建基础轴线对中，调整完毕后拧紧地脚螺栓。3、吊车梁的安装吊车梁的安装采用25吨汽车起重机进行吊装。用M2４普通螺栓进行联接，待屋面梁安装完毕后再进行调整及配件安装。4、柱间钢性支撑：采用D89×2.75钢管制成，与钢柱间采用普通螺柱联接。5、钢梁安装首先安装主钢梁，主钢梁安装完毕并安装剪刀撑后再安装辅跨钢梁，主钢梁由叁段对接而成。主钢梁在地面进行拼接成一个整体后采用16吨汽车起重机进行吊装。为保证钢梁稳定性，钢梁吊装时采用三点吊装法，钢梁两端各系一根固定绳以掌握起吊过程中钢梁的稳定性。6、梁柱的调整及柱间支撑的安装钢梁柱安装完毕后进行调整使基标高、挠曲矢高、柱轴线垂直度符合规范要求。梁柱调整完毕后将所有高强螺栓终拧到位，普通螺栓拧紧，然后安装柱间和梁间剪刀撑及拉条。拉条的张紧程度以不拉弯构紧为准。10.2.2钢结构安装的质量控制1、地锚螺栓应达到：螺栓中心偏移不大于5mm，螺栓露出基础高度允许差不大于20mm，螺栓螺纹长度允差不大于20mm。2、钢柱下底面标高在-3，+5范围内。 1、钢柱梁挠曲矢高小于H/1000且不大于10mm。2、柱轴线垂直度不大于10mm。3、为使高强螺栓受力均匀，安装高强螺栓时要按先中间后两边的先后顺序安装，且高强螺栓的拧紧要分两次到三次进行，初拧及复拧的扭矩值相同均为终拧值的50%，其具体参数值如下：T=k.p.dT初=T×50%T—终拧扭矩值T初—初拧及复拧扭矩值K—扭矩系数P—螺栓预拉力D—螺纹直径对于M20高强螺栓k=0.131p=155KNd=20mmT=0.131×155×20=406.1NMT初=406.1×50%=203.05NM取T初=205NMT=410NM高强螺栓施拧时只准在螺母上均匀施加扭矩，不得突然施力或强行敲打扭力扳手。4、安装螺栓（含普通螺栓和高强螺栓）时，严禁强行敲打螺栓穿入螺孔，严禁使用气割扩孔。5、汽车起重机每次移位后要把支腿垫实并进行试吊装确认安装后方可吊装。6、每次吊装时在吊起构件离地300mm后要停机观察起吊绳捆绑可靠后方可进行吊装。7、构件安装前要把在运输过程中因磕碰造成变形的构件进行机械或火焰校正，确认校正后符合规范要求后方可进行安装。 10.2.3涂装涂装工紧随着钢架安装、檩条安装进行，涂装工应配备粘度测定器、温湿度计和厚度测定仪，底漆在厂内喷涂，采用环氧富锌底漆，中间漆采用环氧云铁中层漆厚为200um，面漆采用在现场采用人工喷涂，应不漏涂，每道厚度不小于100um。施工的最佳气温应为5-30BC，湿度不高于85%。施工时通风环境应良好，并注意避免明火本工程采用抛丸除锈。10.2.4檩条及屋面系统安装10.2.4.1为了加快施工进度，屋面系统安装应与钢架安装密切配合，当钢架部分安装并经检查合格后，即可紧跟着进行屋面系统安装，屋面系统均为制成品运抵现场安装。10.2.4.2屋面系统材料及部件应按计划规定次序分别分批次到达现场，做到逐步制作、逐步安装，同时应确保不因缺货而停工，边加工边安装。10.2.4.3檩条及屋面安装步骤如下10.2.4.3.1檩条安装1．整平檩条安装前，应对檩条支承点进行测量和整平，低的点应适当垫高，檩条间高差应严格控制在±1.5mm范围内。2．垂直起吊及布置按布置需要对檩条进行适当捆装后，用卷杨机或汽吊提升吊到指定位置，然后根据图纸及檩条规格，对檩条进行布置，做到堆放合理，布置正确。3．转序前验收檩条安装后应及时进行检验并通知质量员和临理工程师进行验收，以便及时转入下道工序安装。10.2.4.3.2屋面板（含墙面）安装1．本工程屋面底板（含墙面）采用彩色压型钢板，具体安装过程如下：a．弹线 按照图纸尺寸及布置要求，在檩条上弹出底板放置位置。b．垂直起吊由于屋面板的长度是按设计规定下料，所以屋面板垂直起吊应采用专用吊架，务使屋面板在起吊过程中不变形、不损坏装卸简便。c．安装布置按图纸及规范要求进行布置，布置时应准确就位，尺寸符合图纸要求，然后按技术工艺要求扣边自攻钉固定。2、屋面板安装方向自左向右自下往上方向安装，脊线应平直成一线，屋面安装时应先预留好檐口、女儿墙、天沟以及有关接缝、泛水等长度和位置。3、安装时对有关搭设节点处等应使用专用防水堵头和专用密封胶粘接封口。4、对天沟、屋脊、檐口、山墙接合处应按设计图纸要求进行处理。5、屋面板对集中荷载较敏感，因此屋面施工时，施工人员不得聚集在一起，以避免集中荷载导致面板变形破坏。6、屋面板安装后应尺寸准确无误、表面清洁干净、无可察觉的凹凸的折纹，纵横搭接均成直线。接缝均匀整齐、严密无翘曲。10.2.4.4屋面安装的质量控制10.2.4.4.1檩条及天沟本工程檩条及天沟制作安装质量应符合国家的标准及规范要求，具体要求为：1.支承面高低差，不大于±5mm。2.檩条支座的间距，不大于±5mm，中心偏移不大于5mm。3.檩条侧弯失高：不大于L/1000，且不大于5mm。4.檩条间的水平度距离的误差不大于±5mm。5.天沟板的水平度不大于5/1000。6.檩条挠曲矢高，不大于L/1000且不大于10mm。7.檩条间的高底水平度不大于10mm。8.檩托的焊缝高度不小于4mm，单个檩托焊缝长度不小于300mm。9.檩托的焊接位置应保持在一条直线上，与钢梁、钢柱保持垂直。10.天沟焊接完毕后应进行试水实验，24小时内不得有水渗漏。10.3.4.2屋面 屋面板应做到平整、不漏水，具体做到以下：1．外观检查a.各种板件的品种、规格、型号及安装位置应准确，不得遗漏。b.各种紧固件的品种、规格、型号及安装位置应准确，不得有遗漏和松动。c.各种板件、紧固件表面应无破损、孔洞、漏涂、涂层脱落、划痕、污染、翘角等缺陷。d.规定应涂防水胶的部位，不得有漏涂，且必须用防水胶密封严密。e.大雨天气检查应无渗漏。2．尺寸误差检查a.屋面板檐口处相邻两板间的错口应小于5mm，其直线偏差小于1/1000，且不得大于20mm。b.压型板的侧弯应小于1/1000，且不得大于20mm。c.泛水板、包边板、伸缩缝盖板、屋脊板等板与板之间的搭接长度应为正偏差，相邻两板间的错口应小于5mm，直线偏差小于1/1000，且不得大于20mm。10.3.4.3采光带　　安装采光带时应严格按施工图位置安装，并做好防水处理。10.2.5门窗的施工本工程玻璃窗部分采用塑钢推拉窗和中悬窗，面积较大。施工工序为：铝合金下料22组框22调整22固定槽铝22玻璃安装22固定槽铝22压胶条22打胶。施工过程中为确保窗的平整、分格均匀，应严格控制下料尺寸，并在组框过程中，控制焊接变形，安装过程应按划线尺寸施工。确定窗户横平竖直。10.2.6现场机具及人员配备现场机具配备见附表三、人员配备见附表四。 十一、质量保证措施工程质量目标：确保达到优良等级。为了保质、保量、保工期完成生产制作和运输、安装整个过程，公司将对本工程质量保证采取一些特定的措施，以确保质量，从而确保工期。1﹑以现行IS9002质量体系为基础，对翻样质量进一步进行控制。具体要求技术部做到翻样、校对、批准各负其责。翻样次序及方案在技术部主持下，召集生产、质量、安装等部门会审。2﹑订立安装质量责任制，对施工及管理人员进行技术、质量交底。3﹑对施工组织设计进行交底，对施工中的关键质量问题进行探讨并提出解决办法，订出作业指导书。4﹑对到工地的原材料、零部件进行保护和保管，以防损伤。5﹑检验人员应严格把关，施工、质量人员在安装初期指导，多督促。6﹑严格按规定要求进行检查、试验。7﹑对编号、包装、堆放进行规划，应做到编号准确、包装完好，堆放合理、标识明确。8﹑装卸：为确保运输过程安全、可靠，应派人监督装卸货物，严格要求吊装合理、堆放整齐，不允许在污泥和低洼积水地堆放。9﹑要对质量员、检验员提出严格要求，并要对队长、施工员、安装工人进行质量教育，共同保证安装质量。10﹑现场质量员，检测人员应与安装队伍一道工作；随时检验，不离岗，同时对现场货物装卸，堆放进行质量管理。11﹑质量工程师应及时汇集整理有关检验记录资料和有关质量资料，以便及时提供给监理人员。12、生产和安装过程严格行使质量否决权，不经检验不转序，不合格品不转序。13、现场出现问题不擅自处理，应由质量工程师会同有关专家和技术人员处理。14、 每道工序安装前由施工员和质量员进行技术质量交底，务使施工人员和安装人员领会要领。12、经纬仪、水准仪、钢卷尺等测量手段应配备完善，由质量工程师负责并保管。13、工程质量保证体系图（见附录二）。14、各部门、各生产人员都应对本工程质量负责，对产生的每种质量问题，都应有相应的纠正措施和经济处罚措施。（1）、不按程序文件、作业指导书（工艺文件）操作的，每发现一次扣罚元。（2）、每出现一次不各格，应对责任人员扣罚5-20元。（3）、检验员失职一次，扣罚当月奖金的20%。（4）、技术及管理人员每失职一次，应扣罚造成损失的1%-5%，经济损失额由财务部核算。十二、安全目标及安全措施1、安全目标：杜绝一切伤亡事故和火灾事故。2、安全措施（1）、建立现场安装保险措施，现场将派1名安全员专职安装管理，处理安全隐患。（2）、订立安全制度，做好醒目的安全警戒标志，对所有进场安装施工人员进行三级安全教育。（3）、吊装及零部件提升时严禁在架子下走动人员。任何吊装在吊装前应进行试吊检验。（4）、起吊（汽吊、卷扬机）前应有专人检查吊点、吊钩、索具、卷扬机、电源及吊装系统，起吊时应速度均匀，下落时应低速稳放。（5）、现场电线做到架空，所有用电必须由电工接线，严禁大雨天用电。（6）、夜间开夜工应有足够的照明，上、下走道应结实和合理。（7）、严禁在现场玩耍、打架、向处投扔物品。（8）、当遇大风雨时，不宜操作，并及时检查架子及平台，机电设备。（9）、在杆件上刷油漆等必须系安全带，必要时应在下面铺设安全网。3、防火及保卫措施 （1）、施工现场配备灭火器并保持有效。（2）、用现场的消防水管作为急用。（3）、电焊区域应严格做好防火工作。（4）、油漆、涂料由专人负责，施工现场及库区严禁烟火。（5）、接受现场治安保卫，遵守地方法律，杜绝刑事治安案件的发生。（6）、与交叉配合施工单位建立良好的联防关系，良好的治安环境确保施工生产的顺利进行。（7）、保证“110”，“119”电话的畅通，发生案件及时报警。4、用电要求（1）、本工程最高用电量为50KVA，各种用电装置都必须装漏电开关，电焊机，卷扬机等必须做好可知的接地装置，下班后必须切断一切用电装置的电源。（2）、大容量电气设备必须配备电箱，一机一闸或单独配置电源，防止过载。（3）、自动开关跳闸后，在没有查清原因前，严禁再合闸。（4）、严禁带电作业。（5）、严禁非电工配电箱内乱拉、乱接电线。（6）、对现场使用的电器线路和设备进行安全检查，对电线绝缘接地接零、漏电保护器等开关的完好，必须指定专人定期测试。十三、工期保证措施本工程现场工期为45天（详见附表五安装进度一览表）。为了确保安装进度，除了制作加工、包装、运输、搬运过程确保产品质量和安全，在安装现场还须采取以下措施。1、采用的施工进度计划与周、日计划相结合和各级网络计划进行施工进度和管理并配套制订，计划、设备、劳动力数量安排实施适当的动态管理。2、合理安排施工进度和交叉流水工作，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。3、 准备好预备安装队员，及时到零部件，带足备件和施工的加工机械和工具，以保证能现场解决的问题就在现场解决，不因资源问题或组织问题造成脱节而影响工期。1、做好安全防护工作，尽可能使各项工作台有较大的安全度。（1）、工作平台及支承结构必须以最大荷载及最不利因素考虑来设计，并使其在支承面垫实，固定可靠。（2）、吊钩、缆线、电缆、卷扬机等均要仔细检查，确保质量精度，材料应符合规定要求。（3）、现场搬运应做好用人工手推车的准备，以防万一汽车不能直达运输。（4）、运输计划应最少提前三天到达现场，以防止雨天路阻等情况。（5）、所有构件、配件、机械、工具、辅助材料、检验手段、架子及吊装材料等均要有备份安排。（6）、公司还设计好一套备用安装方案，以防现场环境条件出乎预想的变化和要求。2、与现场作业主、监理人员和设计人员、土建单位作好有关控制、交叉作业以及各方面的关系，确保不因施工质量问题，土建施工质量（如轴线、标高），现场与其他单位协调配合问题而影响工期。3、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，必要时开夜工安装，管理人员应及时分析工作中存在的问题（如不按计划完成），并及时采取对策。4、准备好照明灯具和线缆，以确保在开夜工加班时有充分的照明，为夜班工作创造条件。十四、现场文明施工1、严格按要求布置现场，接受业主及总包单位的检查、监督。现场机具设备的布置、材料半成品的堆放要合理整齐，施工用电的拉设须同土建单位协调一致。2、 现场施工按总包单位的统一组织、调度进行，搞好平行、立体交叉作业协调一致。1、施工完毕后，各种材料、下脚料、废弃物及时清理出现场，丢弃物要倾倒在指定场所。做到工完料尽地清。2、工人上班禁止穿拖鞋、赤膊、工地严禁大小便。3、努力搞好社会各界友好关系，争取在质量、文明等各方面创一流。4、严禁酒后作业，带病工作。5、严禁在工地上、高空乱扔丢物品。6、严禁打架、骂人及其他不文明行为。7、按程序和规范作业，严禁野蛮施工。10﹑施工人员必须遵守施工现场一切安全规范。11﹑对每天工作内容进行针对性技术、质量、安全交底。做到人人心中有底。12﹑提倡文明待人，文明操作，文明施工，做到施工现场和生活区分离。十五、工程回防、保修工作工程验收交工后，为确保工程使用质量，使出现的问题能得到及进有效的解决，公司工程处应会同质量部定时定期回访客户工作，并对工程质量保期内出现的质量问题进行及进的免费维修，维护公司的信誉。四川省眉山市美信实业有限公司二00四年十一月三日 附表一加工厂主要机具配置序号设备名称数量备注1自动切割机二台2半自动切割机四台3钻床三台4H型钢组立机一台5H型钢矫直机一台6门式埋弧焊机二台7小车埋弧焊机二台8交直流焊机十台9测量工具若干10檩条成型机二台11压型板成型机二台12抛丸机一台13砂轮机二台 附表二加工厂人员配备工种人数备注厂长1技术、生产厂长2工长3技术员2质安员2材料员1电工1铆工8焊工14检测工2搬运、后勤5油漆工、杂工6合计47 附表三现场施工机具配置序号设备名称数量备注1交流焊机二台2多功能型材切割机二台3千斤顶二台4打胶枪八把5汽车吊一台16吨一台6安全用具若干安全带、帽、网7可调节手枪钻五台8经纬仪一台9水平仪一台10配电箱若干11小工具一批扳手、油漆刷、螺丝刀等12扭力扳手二把 附表四现场施工人员配备工种人数备注项目经理1现场执行经理1技术及质量工程师1安装队长1材料员1机电员1钢架安装队12涂装4屋面及安装队18搬运、后勤5合计49（注：以上人数为累计人数，由于穿插义叉施工，实际各时段施工人员会少于49人）。 附录一工程技术标准目录1、《建筑结构统一标准（GBJ88-84）》2、《建筑结构荷载规范（GBJ9-87）》3、《建筑抗震设计规范（GBJ11-89）》4、《钢结构设计规范（GBJ17-88）》5、《钢结构高强度螺栓连接的设计、施工及验收规程（JGJ82-91）6、《压型金属板设计施工规程（YBJ216-88）》7、《钢结构用扭剪型高度强螺栓连接副（GB/T3632-95）》8、《钢的化学分析用试样取样法及成品化学成分允许偏差（GB222-84）》9、《钢材力学及工艺性能试验取样规定（GB2975-82）》10、《钢结构焊逢外形尺寸（GB10854-89）》11、《金属拉伸试验方法（GB6397-86）》12、《金属弯曲试验方法（GB232-88）》13、《建筑安装工程质量检验评定统一标准（GBJ300-83）》14、《钢结构工程施工及验收规范（GBJ50205-95）》15、《钢结构工程质量检验评定标准（GBJ50221-95）》16、《建筑施工高处作业安全技术规范（JGJ80-91）》17、《高强度螺栓连接应用技术规程（JGJ82-91） 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