1、医院建设项目1300平米网架安装整体工程施工组织方案编 制： 审 核： 批 准： 版 本 号: ESZAQDGF001 编制单位： 编 制: 审 核： 批 准： 二XX年X月目 录第一章 综合说明4一、项目总述4工期要求：2014年4月1日开工，2014年5月30日竣工4二、工程概述41、网架工程具体分为以下部分：42、网架工程技术要求，网架形式：螺栓球节点钢网架43、网架工程深化设计原则：44、防腐涂装55、结构防火5第二章、 编制依据5第三章 施工程序及总体设想安排6一、施工程序6二、施工总体设想及方案6（一）、工程管理目标6（二）、施工段的划分及施工程序7（三）、施工方案总体设想7第四章2、 施工部署及项目管理机构配置8一、施工现场平面布置81、施工现场平面布置的依据：82 、施工平面布置的原则：83 、施工总平面图布置：8二、施工管理体制及项目组织配置91、工程实施领导班子92、项目经理部设置：93、施工班组配备：10第五章 施工进度计划及保证措施11一、施工进度计划11（一）、综述11（二）、计划开竣工日期11（三）、各节点工期的控制措施11（四）、具体施工进度计划：见附表网络图（施工进度计划）12二、施工进度、工期保证措施12（一）、施工进度组织保障措施12（二）、施工进度设计技术保障措施12（三）、施工进度加工制作保证措施12（四）、施工进度现场施工安装保证措施13第六章3、 劳动力和材料投入计划及保证措施13一、劳动力计划及保证措施13（一）、劳动力安排计划13二、工程材料投入计划及保证措施14（一）、材料的投入计划14（二）、材料投入计划保证措施14第七章 本工程施工机械设备及试验、检测设备投入计划14一、拟投入本工程的主要施工设备表14第八章 网架的制作安装施工方案15一、施工内容及重点、难点分析15（一）本工程的特点15（二）深化设计重点和难点分析15二、钢网架工程的加工制作、运输及安装15（一）、工程翻样设计控制15（二）、原材料的采购及其进厂控制16三、螺栓球网架的加工171、准备工作172、 加工工序171、重要构件及其辅料的采购管理182、网架制作4、183、点焊194、 焊接195、涂装19四、螺栓球网架的拼装与安装方案191、施工准备19五、网架防火涂料施工221、施工工艺222、施工方法223、施工注意事项231、 安装方法，具体安装方法详细阐述：24网架工程施工组织专项方案第一章 综合说明一、项目总述工程名称：XXxx医院网架屋面工程招标范围：钢网架及金属屋面业主单位： 招标单位：投标单位：承包方式：包工包料质量标准：辽宁省优质工程工期要求：2014年4月1日开工，2014年5月30日竣工二、工程概述本工程位于辽宁省XX市，本工程为采用钢网架结构型式，其中网架总面积约1300平方米。一）、钢网架工程1、网架工程具体分为以下部分：xx5、医院报告厅网架39.5米，宽31.3米，投影面积1237平方米。2、网架工程技术要求，网架形式：螺栓球节点钢网架网格布置：正放四角锥，网格尺寸2m3m。网架标高：下弦中心：18.55m屋面坡度： 5%；双坡支承形式：上弦周边柱点支承（具体支座布置见招标图）。结构设计使用年限：50年结构安全等级：二级基本风压：0.55 kN/；地面粗糙度类别：B类基本雪压：0.55 kN/(百年一遇) 抗震设计：7度（0.10g），第一组，类场地。网架荷载：网架上弦：屋面恒载：见设计说明屋面活载：0.55 kN/（百年一遇雪荷载）3、网架工程深化设计原则：1）、钢网架构件材质：Q235B，Q345B2）、最小杆6、件截面：60*3.53）、杆件应力比控制：0.94）、长细比：拉杆：250；压杆：180（当杆件内力小于10KN时，按压杆考虑。）5）、温度差：-30+306）、计算挠度控制： 1/2504、防腐涂装防火及防腐要求：所有钢管两端应封闭。若未封闭须设封板，以防管内锈蚀；除镀锌构件外，制作前钢构件表面应进行喷砂（抛丸）除锈处理，不得手工除锈，除锈等级应不低于Sa2.5级标准，除锈质量应符合GB 8923的相关要求；除焊接部位以外，构件在除锈后立即喷涂二道醇酸底漆，颜色由建筑师确定，最后一道面漆应在安装完成后工地现场涂制，涂层干漆膜的总厚度室外部分不小于150m，室内部分不小于125m；屋盖钢结构所7、有杆件及节点球待油漆干燥后应喷涂防火涂料，防火涂料应与防锈蚀油漆（涂料）进行相容性试验，试验合格后方使用。5、结构防火建筑耐火等级：二级；网架结构耐火极限：1.5h；采用超薄型防火涂料，该材料需经消防部门及设计单位认可。第二章、 编制依据一、根据甲方提供的招标图纸二、根据我公司的质量手册、程序文件、作业指导书。三、投标文件遵循的标准及规范。1、钢结构设计规范 GB50017-20032、网架结构设计与施工规程 JGJ73、建筑结构荷载规范 GB50009-2001（06年版）4、建筑抗震设计规范 GB50011-20105、建筑设计防火规范 GB50016-20066、压型金属板设计与施工规程8、 YBJ2167、网壳结构技术规程 JGJ7-918、网架结构工程质量检验评定标准 JGJ78-19919、建筑钢结构焊接技术规程 JGJ81-200210、冷弯薄壁型钢结构技术规范 GB5001811、钢结构工程施工质量验收规范 GB50205-200112、焊接质量保证 GB/T 12467-1246913、钢结构防火涂料应用技术规程 CECS24：9014、钢网架检验及验收标准 JG1215、碳素结构钢 GB700-198816、厚度方向性能板 GB531317、钢结构管道涂装技术规程 YB/T925618、钢结构制作工艺规程 DGJ08-21619、球型支座技术条件 GB/T 17959、520、埋弧焊焊缝坡口的基本形式与尺寸 GB98621、钢焊缝手工超声波探伤方法和探伤结果分析 GB1134522、涂装前钢材表面锈蚀等级和除锈等级 GB892323、钢的力学及工艺性能试验取样规定 GB297524、低合金高强度结构钢 GBT1591-200825、低合金钢焊条 GB/T5118-199526、低合金钢埋弧焊用焊剂 GB/T5293-8527、碳素钢埋弧焊用焊剂 GB/T12470-9028、碳钢焊条 GBT5117-199529、熔化焊用钢丝 GB/T14957-9430、金属拉伸试验方法 GB/T22831、钢网架焊接球节点 JGJ75.2-9132、钢桁架检验及验收标准10、 JG 9-199933、钢桁架质量标准 JG 8-199934、优质碳素结构钢钢号及一般技术条件 GB/T699-199935、钢结构用高强度大六角头螺栓 GB12881231-9136、合金结构钢技术条件 GB3077-8837、结构用无缝钢管 GB/T8162-199938、直缝电焊钢管 GB/T13793-92第三章 施工程序及总体设想安排一、施工程序深化设计材料、设备的采购构件加工网架拼装、安装竣工验收、撤场。现场安装顺序为：见流程图二、施工总体设想及方案（一）、工程管理目标1、工期目标按招标文件要求计划和我公司的安排：总工期在60天内完成整个网架工程合同范围内的施工任务。2、质量目11、标：辽宁省优质工程（“世纪杯”），争创“鲁班奖”3、安全生产目标：杜绝重大伤亡事故；杜绝火灾和中毒事故；轻伤事故控制在0.2%以内。4、服务目标：建业主满意的工程（二）、施工段的划分及施工程序1、施工段的划分根据本工程的结构特点划分一个施工区。2、施工工序1）、技术准备根据施工现场的特点及设计图纸等进行图纸的深化和优化设计，并编写科学、切实可行的施工组织设计；2）、生产准备对于本工程施工所需要的机械设备、机具、人员等组织计划进场，对现场安装所需要的辅材等计划采购；3）、现场施工及资料管理对现场进行合理规划，确保各个生产要素得到最科学的搭配以满足实际施工要求；3、竣工验收4、组织机械、机具、人员12、等的退场5、工程保修（三）、施工方案总体设想 1、深化设计总体方案 若我公司中标，立即由公司技术部门组织任命对应于本工程相关专业的工程师、专业设计师，并由项目总工带头开展结构深化图、计算验证、安装图和进行一些必要的结构试验。技术工艺部门配合完成加工图、工艺文件、节点构造、施工方案等工作。同时，若我公司中标后。2、加工工程总体方案根据对我公司的初步深化设计分析，整个工程的构件加工主次等。根据施工顺序：由材料部门对网架构件进行加工。开始加工前由设备部根据设计要求对整个加工设备检修一次，并有关的加工人员进行技术交底，明确设计要求和加工进度要求。加工进度按照现场安装进度进行加工，确保工程现场的不会因材13、料原因而拖延工程进度。3、现场安装总体方案本工程安装总体方案为：螺栓球网架采用整体吊装，局部采用高空散装的方案。具体分析见后面相关章节分析。第四章 施工部署及项目管理机构配置一、施工现场平面布置1、施工现场平面布置的依据：1）、招标单位提供的招标文件。2）、网架安装工程的自然条件和技术条件要求。3）、根据本施工组织设计提出的安装施工方案、进度计划，以便了解各施工阶段情况，合理规划安装场地。2 、施工平面布置的原则：1）、在施工总平面布置时尽量减少施工用地，平面布置紧凑合理又便于施工。2）、合理组织现场运输，保证运输方便通畅。3）、合理利用机械，保证机械满足安装需要。3 、施工总平面图布置：1）14、布置方案：按招标文件中给定的条件和要求，结合施工组织设计导则确定本标段的施工平面方案。2）、施工区域的划分：根据本工程施工的特点自然分成零星部件加工、网架安装等区域。3）、施工现场生产作业区布置：A、运输道路及作业面的布置运输道路：主干道利用原有场区道路不再做处理。B、库房布置在建筑物南侧相邻建筑物内设两间活动工具房，用于存放工具、氧气、乙炔等物品。C、现场焊机采用集中布置，焊机集中布置在现场作业区中部。 D、办公室及生活设置布置：生活区设置由甲方统一安排。E、施工区排水：现场情况无需考虑。4）现场采用干式灭火器和砂桶灭火设施。5）具体的现场临时用地计划见下表：用 途面 积（平方米）位 置需15、用时间办公室20职工宿舍120材料库房200工具房50拼装作业场各区网架区域施工网架区域材料堆放200施工网架区域二、施工管理体制及项目组织配置 1、工程实施领导班子 经营部（经理） 本工程业务管理及与各配合单位的协调计划部（经理） 进行总体计划、调度、进度控制、资源控制 财务部（经理） 工程财务管理设计部（总工程师） 深化设计、加工图设计及与设计院、业主、监理、总包的设计配合项目经理总指挥 技术部（工程师）工艺技术文件的制订及处理技术问题，确保 技术文件准确、合理供运部（经理）保证材料供应和成品运输 生产部（经理）生产计划及生产进度控制 装备部（经理）生产及施工装备的维护和保养，保设备的正常16、运行 质管部（经理）质量管理和质量检验，测量和试验的资源准备和控制，确保产品质量工程部（经理）安装所需人力、物力、财力的准备2、项目经理部设置：本工程实行项目经理责任制。项目经理作为公司在项目上的全权代表，在项目部成员的协助下，负责施工方案、人事任免、技术措施、设备采购、材料调配、施工计划安排等关键问题的决策，对工程的质量、安全、工期全面负责，完成法人代表对业主签定的合同内容。项目部其它人员对项目经理负责。根据确立的管理体制，形成一套严密的项目经理部管理组织机构，环环相扣，紧密联系。组织机构图如下： 组织机构图铆工组焊接工程组吊装组拼 装 组防腐喷涂组电工组防火喷涂组力工组施工运输组工程检测组17、测量校正组安全员：施 工 队质检员:施工员：技术员：测量员：技术负责人：项目任务执行经理：造价员：资料员：材料员：设计员：项目经理：3、施工班组配备：主要机构职责：1）、工程部：负责具体施工作业过程的控制，包括准备工作、后勤工作、安装过程等控制、协调，确保计划的顺利执行，根据项目经理的要求及时完成各项任务。2）、技术部：负责施工过程的技术、工艺的控制和指导，严格按施工组织设计要求，确保施工的各项技术措施满足规定要求。3）、安全部：对施工过程进行安全检查、安全教育、安全控制，确保安全施工。4）、吊装拼接组：负责拼接和吊装，主要负责所有构件的提升、拼接、就位，主要人员包括拼接工、安装工、吊车工等，18、确保安装、吊装的及时和优质。5）、电焊组：负责工程所有的电焊工作，确保焊接质量满足规定要求。6）、机电组：负责现场所有机械设备、电器的控制、维修、检查、确保机电设备的正常、安全地使用。7）、涂装组：按规定要求对钢结构进行涂装。8）、架子工：负责施工拼装平台等的搭诉。9）、材料组：负责对进场材料设备进行计划、控制、保管，确保材料和设备的及时到达，妥善保管，按规定要求使用。10）、后勤组：负责对食宿、安全保卫、文明生产及对总包的联络和协调。11）、施工艺组：负责对施工及工艺过程的控制，确保施工过程顺利、安全、可靠。12）、测量组：负责工程施工的测量及定位，确保构件、桁架就位准确。13）、检验组：负19、责对工程质量的检查、检验，严格对各工序质量进行严格检验控制，确保施工质量满足规定要求。14）、探伤组：对钢结构电焊质量进行控制。第五章 施工进度计划及保证措施一、施工进度计划（一）、综述针对该工程，必须设法排除影响工程施工的一切不利因素，统筹规划、科学安排，充分发挥我公司的综合实力和资源优势，确保在20天内完成所要求的网架部分各项施工内容，不拖延工期。（二）、计划开竣工日期 1、工期要求：现场安装工期45天。 2、计划开工日期：现场满足施工条件时 3、计划竣工日期：自开工时起45天后（三）、各节点工期的控制措施 1、图纸深化设计、构件制作工期： 在进场安装前完成。 2、钢网架拼装、安装工期：120、5日历天。（四）、具体施工进度计划：见附表网络图（施工进度计划）二、施工进度、工期保证措施主要做到以下几点:1、加强员工的思想教育、明确各自的责任和施工进度要求，确保阶段性计划完成。2、对施工进度实行动态管理，根据实际情况及时调整安排，确保工程的顺利实施。3、做到物资供应计划的合理性、细致性，机械设备状况的良性运作，水电供应正常，现场道路畅通。4、合理组织调配各方面资源，充分发挥各自的优势，达到施工效率的最大化，人员工作状态的最佳化。（一）、施工进度组织保障措施1、组建目标一致、权力集中、分工明确、精干高效、对项目实施全过程、全方位管理的强有力的项目经理部，确保项目经理部高效率运作。2、组建一21、支施工经验丰富而且能打硬仗的施工队伍。（二）、施工进度设计技术保障措施1、设计保障措施（1）公司技术部将派专业工程师与设计单位密切配合，以便于充分的技术协调，缩短配合、协调的时间同时公司设计院、技术部将抽调充分的资源（如设计及工艺人员，计算机及配套设备和人员）来确保加快设计进度。（2）深化化设计公司将抽调充分的设计人员，工艺人员及其他有关的工程技术人员，配套服务人员及有关设备、软件。如遇特殊情况公司也可采取特殊的措施来控制。2、技术保障措施加强技术管理，提高施工管理水平，及时解决施工中出现问题，做好各种协调工作。施工中应采取先进的设备及技术，合理调配人力物力，力争工程按期完成。合理安排施工进度22、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。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。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。（三）、施工进度加工制作保证措施1、准备工作：（1）总体计划及生产作业计划应及时、详细、周密、科学、合理。同时把同期的其他工程提前或约后，尽可能减少同期的其他工程量。（2）对加工设备在加工前进行检修、保养、维护，确保设备运行正常。2、制作加工保证措施：（1）图纸、人员、设备、材料及时到位（2）作业计划详细、周密，应根据实际变化情况进行滚动式修改和编制，确保日、周、月的生产进度满足决体工期计划要求。（3）加强检验23、测量、试验人员的配置，做到各工序及时检验、及时放行、及时处理，同时做到对生产过程中工艺、方法的严格控制，务使制作加工一次成功，减少不必要返工。（四）、施工进度现场施工安装保证措施1、提前进行安装方案及对安装方案的论证，确保安装方案科学、合理、可行。2、提前做好安装前的各项准备工作，包括堆放场地、吊装设备、测量设备、加工设备及有关人员等，务必使安装工作顺利进行。第六章 劳动力和材料投入计划及保证措施一、劳动力计划及保证措施我公司根据工程情况所制定的初步劳动力安排计划，该计划可根据现场施工进度和业主的计划来调整，最终来确保整本工程的进度。（一）、劳动力安排计划单位：人工种按工程施工阶段投入劳动力24、情况前期准备网架工程项目经理11总工、设计人员22技术员21施工员11质检员11测量员11安全员11机械管理员11资料员11造价员11材料员11保管员11铆工12电工11焊工35油漆工14力工16合计21人次31人次二、工程材料投入计划及保证措施（一）、材料的投入计划构件材料在正式开工前3天陆续进场。其它构件材料在开工后陆续进场。（二）、材料投入计划保证措施1、材料、构件措施在施工中各部门要配合好做好工程物资器材建材的备料工作，各项材料按计划及时供给，注意节约使用。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。2、总体进度措施保持总进度控制目标与合同工期相一致，供25、货、运输、供电、构件加工等合同对施工项目提供服务配合时间与有关的进度控制目标以致协调。第七章 本工程施工机械设备及试验、检测设备投入计划一、拟投入本工程的主要施工设备表序号设备名称型号规格数量国别产地制造年份额定功率(KW)生产能力用于施工部位备注1数控切割机EXA60002台哈尔滨09.10钢板下料2相贯线切割机QZ11-173501台无锡09.8杆件下料4坡口机GP1502台无锡09.8坡口加工5拼装专用平台PZ-80002台自制定位焊接6仿形切割机SKG3EOO4台哈尔滨10.12钢板下料7大台面剪板机Q11Y-1280002台南通10.9裁剪钢板8联合剪板机QA34251台南通09.126、1裁剪钢板96米刨边机B81090A1台南通09.4刨边10摇臂钻床Z30634台中捷厂09.5钢板钻孔11普通车床CW611004台沈阳09.3钢板钻孔12数控车床CK6140A2台南京09.10钢板钻孔13普通车床C6140-A8台沈阳09.12肋板车削14碳弧气刨机YD-6305台无锡09.10清根修复16直流焊机ZX540060台上海10.8焊接18抛丸除锈机Z062B1台徐州09.2表面处理19钢管抛丸机HGP-4，2台徐州09.2表面处理20抛球机钢板抛丸HGQ-2、HGB-21台山东09.6表面处理21喷涂机ST3956台山东09.10表面喷涂22节点喷砂设备JP-SA3台上海027、9.1球焊接处23角向砂轮机JB1193-7116套南通10.11清理焊缝24烘箱101-XZYH-1003台徐州10.9焊接材料焊剂的烘焙25空气压缩机V-067/7-C2台徐州09.8构件喷涂26千斤顶丝杠10T20个徐州09.6构件顶升27手拉葫芦5T10个安徽09.2牵引28手拉葫芦10T60个安徽09.2构件安装29拔杆18套自制构件安装30轮胎式起重机80T QLY8010台构件安装租赁31轮胎式起重机35T QLY3510台构件安装租赁32轮胎式起重机8T QLY802台卸货租赁33气割设备5套北京10.10构件安装34氧气瓶6个北京10.10构件安装35乙炔气瓶6个北京10.128、0构件安装36火焰喷枪SQP-13台河北11.3预热缓冷37叉车QY-52台徐州09.1倒运构件第八章 网架的制作安装施工方案一、施工内容及重点、难点分析施工内容：螺栓球网架的制作与安装。（一）本工程的特点通过对图纸的认真审阅及分析总结，其具有以下几个方面显著特点：1、网架工程螺栓球节点，现场各构件之间相互连接安装量大，增加施工管理的复杂性，安装时注意安全。2、本工程网架面积较大，安装难度大，对整体提升网架技术要求较高。（二）深化设计重点和难点分析通过对图纸的认真审阅及分析总结，其深化设计具有以下几个难点：1、深化设计工作量较大。2、空间定位关系复杂，图纸表述困难。二、钢网架工程的加工制作、运29、输及安装（一）、工程翻样设计控制从设计施工图到生产制作加工图和安装图的转换过程由公司设计院完成，设计翻样工作质量直接关系到生产制作、质量控制、安装施工进度和质量，须严格控制。（二）、原材料的采购及其进厂控制本工程原材料采购和进厂质量控制将严格按业主(招标说明书或合同)要求及公司质量手册、程序文件、作业指导书规定控制，确保各种原辅材料满足工程设计要求及加工制作的进度要求。1、材料网架钢管采用高频焊管（管径60140mm）或无缝钢管（管径159mm）材质：Q235B。网架节点球采用20#钢。网架支托及其连接件均采用Q235B钢。网架支座采的板式橡胶支座，钢材采用Q235B钢，胶料为氯丁橡胶，胶料的30、物理、机械性能见现行的空间网格结构技术规程（JGJ7-2010），并应采用有效措施，保证50年使用寿命。2、材料进厂控制仓库根据程序文件及作业指导书要求，入库材料必须分类、分批次堆放，做到按产品性能进行分类堆放标识，确保堆放合理，标识明确，做好防腐、防潮、防火、防损坏、防混淆工作，做到先进先出，定期检查。特别是对焊条、焊丝、焊剂做好防潮和烘干处理。对油漆进行保质期控制。3、网架结构制作、运输及堆放网架所用构件应在工厂内制作（包括节点球、杆件、支座等），并应有厂家的合格证及检验记录。焊工必须持证上岗，并在考试合格项目及其认可范围内施焊。所用节点球应打上工号，所有焊件应有焊工编号。4、网架结构安装31、1）钢网架安装应待下部结构及支座预埋钢板验收合格后进行。2）网架安装前应对构件进行全面检查：如构件的数量、长度、垂直度，安装接头处螺栓孔之间的尺寸是否符合设计要求等，不满足设计要求不得进行安装。3）网架安装完成后，应详细检查运输、安装过程中涂层的擦伤，并补恻相应涂层。4）结构安装时，应采取措施防止构件变形和损坏，确保施工过程中结构的稳定，并防止较大的变形。严禁在安装好的构件上随意设置吊挂荷载，以免造成构件损坏工过大变形。5）网架运输、堆放及安装过程中应防止雨淋。若在雨天安装，施工单位应先进行施工条件及施工措施的论证，经相关单位同意后方可实施。6）网架安装过程中应对网架进行变形观测，其竖向挠度不32、得超过规范允许值。7）对所有连接螺栓应逐一检查，以防漏拧或松动。8）水、暖、电、工艺等专业管线及桥架穿过网架处，应根据其走向在网架安装之前于节点球上预埋固定管线的连接件；安装过程中及安装完成之后严禁在构件上施焊、打也及切割。9）钢结构制作及安装时，应严格按照钢结构工程施工质量验收规范（GB50205-2001）相关要求是。杆件实物图三、螺栓球网架的加工钢网架在工厂制作，可由发包方派驻工厂的监理工程师监督生产全过程，构件加工完毕，经监理工程师检验合格后，运输至施工现场。1、准备工作（1）、审查图纸和详图设计首先阅读发包方提供的施工详图，检查图纸设计的深度，核对图纸上构件的数量和安装尺寸，并做技术33、交底。（2）、核对备料工作与详图设计工作同步进行。2、 加工工序本工程钢构件加工过程中的网架生产流程：杆件下料编号检验组焊检验焊接检验涂装前处理检验涂装编号检验入库发运；支座板料下制检验制孔检验支座体、过渡板组焊检验焊接检验支座球组焊检验焊接检验涂装前处理检验涂装编号检验入库发运；支托管、板下料检验组焊检验焊接检验涂装前处理检验涂装编号检验入库发运。1、重要构件及其辅料的采购管理钢板、焊管、锥头、封板、应符合GB700-88碳素结构钢标准规定的Q235B材质要求，无缝钢管应符合GB699-88优质碳素结构钢标准规定的20#钢要求，螺栓球的材质应符合GB699-88优质碳素结构钢标准规定的45#34、钢要求，内螺纹尺寸和球孔角度尺寸应符合设计图纸要求，螺钉应符合JG10-1999行业标准要求，高强度螺栓材质、性能应符合GB16939-1997标准要求。材料规格按设计图纸要求执行。2、网架制作对图纸进行会审，统计工程所用原材料、配件的规格数量，按消耗定额确定各种辅助材料的规格和数量，根据合同和设计图纸并结合生产能力要求制定计划。A、生产组织1、根据工程合同工期要求，合理调配人力、设备等资源，做好对操作、检验、生产管理人员的培训，各工序人员资格应满足工序加工要求。2、生产环境控制应保证清洁干净、通风良好、工序流转畅通有序、各类工位器具摆放整齐、现场无杂物等，应满足工序生产需要。B 网架杆件生产35、工艺规程1、按具体工程图纸并结合库存、采购钢管规格编制杆件生产任务单，合理配料降低材料消耗。2、按下发的图纸或生产任务单领取合格钢管并在工序作业记录上注明工程名称和领用物资标识编号，手工气割下料后应对割口进行打磨处理。2.1 设备：60159宜用无齿锯下料；219用G4028带锯下料。2.2 工、量具及工装：扳手；钢卷尺5m、10m、直角尺；无齿锯片、带锯条；定位装置。2.3 按杆件图纸或生产任务单给定的下料尺寸调节定位装置位置。2.4 每个编号杆件应进行自检，数量较多的杆件应报请检验进行首检确认，首件经检验合格后进行批量下料。应保证：两端面与杆件轴线垂直度应0.5Rmm；长度允许偏差为：1m36、m。2.5 每下完一个编号杆件数量，应根据产品标识作业指导书由不同操作者在图纸或任务单上分别划上标记。3、点焊3.1 设备工装：BX1交流弧焊电源；点焊定位架DH-1、DH-2、DH-3、DH-4； 钢卷尺、角尺、扳手等。3.2 按上工序转来的工序作业记录进行转运并点收已下好料的钢管，根据具体工程图纸核定数量及质量，用粉笔在标识牌上填写工程名称标识。3.3 按具体工程图纸给定数量从仓库领取合格的高强度螺栓、封板、锥头和焊接材料。焊条规格根据钢管壁厚确定，Q235材质选用E43032.5焊条；在本工序工序作业记录上注出上述物质的标识编号；焊条应根据焊条说明书规定的要求进行烘焙，并严格控制领用，以37、防错用混用。4、 焊接4.1 杆件焊接所需的环境必须符合工艺规定的要求，焊接人员必须具备相应焊接资格，焊接采用的焊材应按焊材说明书规定的烘焙温度进行烘焙。4.2 从点焊台领取检验合格的已点杆件并进行后工序互检（点焊是否牢固，锥头或封板是否偏斜），同时填写本工序工序作业记录并标识出所加工的工程名称。4.3 清除焊道坡口周围1020mm之内的油污、锈斑以及点焊缝渣皮、飞溅等，自检合格后报请专检确认。5、涂装钢结构涂装技术要求序号涂装要求设计值备 注1表面净化处理无油、干燥GB11373-892抛丸喷砂除锈Sa2.5GB8923-883表面粗糙度Rz4070umGB11373-894底漆100 um38、（250）高压无气喷涂四、螺栓球网架的拼装与安装方案1、施工准备（1）材料、半成品钢结构安装的钢材与连接材料、高强螺栓、焊条等应符合设计要求，并有出厂合格证。钢构件进场吊卸应遵循相规定，合理吊卸和放置，避免钢构件的变形和受损，依据其号尽量放置于相宜施工位置附近。（2）主要机具电焊机、氧气切割设备、砂轮锯、钢卷尺、卡尺、水准仪、经纬仪、铁锤、管嵌、卷扬机、钢丝刷、液压千斤顶、扳手、线坠等工具。（3）网架安装的施工组织机构 该网架工程由加工厂专业制作，然后运输到施工现场，进行工程的安装 螺栓球 螺栓网架连杆 螺栓网架节点（一） 钢网架现场拼装方案本工程螺栓球网架共分为两块：选择的拼装方案为采用楼面39、拼装成整体后整体提升到位，端部有阻挡部分，采用高空散拼安装方案，示意图如下：整体吊装时，应注意控制网架挠度，及各吊点吊装高度及水平标高； 螺栓网架（螺栓球正放四角锥）螺栓网架B、钢网架的安装方法操作流程为：放线、验线安装下弦平面网格 安装上弦倒三角网格安装下弦正三角网格调整、紧固支座焊接与验收。a、放线及基础检查检查柱顶混凝土强度。检查试件报告，合格后方能在高空柱顶放线、验收。由总包提供柱顶轴线位移情况，网架安装单位对提供的网架支承点位置、尺寸进行复验。在操作面上，用全站仪定出各支座支承面中心点，然后校对各轴线位置后，才能进行网架的安装。临时支点的位置、数量、支点高度应统一安排，支点下部应适当40、加固，防止网架支点局部受力过大，架子下沉。对于地面上散装要保证支点下基础强度可靠，保证不下沉。b、安装下弦平面网架将第一跨间的支座安装就位，对好柱顶轴线、中心线，用水平仪对好标高，有误差应予修正。安装第一跨间下弦球、杆，组成纵向平面网格。c、调整、紧固高空滑移脚手架安装法安装网架，应随时测量检查网架质量，检查下弦网格尺寸及对角线，检查上弦网格尺寸及对角线，检查网架纵向长度、横向长度、网格矢高。在各临时支点未拆除前还能调整。网架安装过程中，应随时检查网架轴线与建筑基础轴线是否偏离，并应随时调整。检查网架整体挠度，严格控制网架上下弦尺寸，确保每个螺栓均旋紧到位。网架在安装过程中应随时检查各临时检查41、各临时支点的下沉情况，如有下降情况，应及时加固。d、支座焊接与验收检查网架整体尺寸合格后，检查支座位置是否在轴线上，以及偏移尺寸。网架安装时尺寸的累积误差应该两边分散，防止一侧支座就位正确，另一侧支座偏差过大。检查网架标高、矢高，网架标高以四周支点为准，各支点尺寸误差应在标准规范以内。检查网架的挠度。各部尺寸合格后，进行支座焊接。e、控制质量标准要求保证项目应符合下列规定：高空滑移脚手架安装法安装网架结构时，节点配件和杆件，应符合设计要求和国家现行有关标准的规定。配件和杆件的变形必须矫正。检验方法：观察检查和检查质量证明书、出厂合格证或试验报告。五、网架防火涂料施工1、施工工艺金属基面处理自检42、喷涂防火涂料底料自检喷第一遍防火涂料主料（中涂）自检喷第二遍防火涂料主料（中涂）自检喷第一遍防火涂料面涂自检喷第二遍防火涂料面涂自检交付验收2、施工方法基面处理：清除金属表面的浮尘、油污等杂物，先用高压空气吹势，在用棉丝擦净，严禁在不清洁的金属基面直接涂装以免影响涂膜与金属表面的附着力。主体施工：本涂料分底料、主料、面料三种。底料为双组份包装，调配比为：液料：固体料=1：05.-0.6。主料和面料为单组份包装，底料和面涂可喷可刷，主料可用专用喷具或普通抹具施工。3、施工注意事项底料施工应呈颗粒状分布在构件表面上，不应出现漏涂现象。主料施工结束后，构件表面应呈均匀密布拉毛状。面料施工应保证涂层覆43、盖力完好，不应出现毛孔，漏涂，不均匀现象。本涂料为常温固化涂料，应现配现用，以免固化失效。若采用斗式喷涂器施工，应调制空气压力为0.4Mpa0.6Mpa。附件：网架整体吊装细节方案根据本工程现场条件，以及工期要求，为能保质保量地完成本工程的施工，现制定以下施工顺序： 以上相同编号单体同时施工，施工段说明：第一施工段为： 轴轴；第二施工段为：轴轴；按照以上施工顺序根据现场施工面限制展开，各施工段间无交叉无干扰，可有效提高施工速度并降低施工成本。工程施工中涉及以下几点因素：1、 安装方法，具体安装方法详细阐述：A、 本工程采用分块整体吊装，根据网架尺寸，B轴X轴为一个吊装单元，首先在网架下部场地将44、网架除追外一周上弦网格外拼装好，将换轮组吊点固定于上弦第二周网架节点上，作为网架吊点。B、 以上吊点为计算后选取吊点，网架吊装过程中，对网架受力无影响，完全不会发生网架杆件超应力现象发生。C、 网架起吊过程中严格控制网架各个吊点起吊高差及起吊速度，我公司采取水平多点实时监控的方法进行监控，监控方法为：将过个钢尺同刻度位置固定于各个吊装节点中心，保证各监控钢尺初始尺寸一致，将水准仪支放在可观测各个监控钢尺刻度可观测到的位置，调整好水准仪后，依次记取各个监控尺刻度，作为初始刻度。D、 各吊点滑轮组同时起吊，保持相同的提升速度，起吊离地面500mm高位置后停止，检测各吊点安全情况，有无安全隐患，如有45、连接不牢固位置，第一时间采取加固措施。E、 停止监测时段，同时监测各个控制节点位置挠度变化情况，如发现挠度变化超过设计挠度，应立刻降落网架，回到操作面，并分析原因，及时矫正，待一切问题处理完成后方可重新起吊。F、 起吊一定高度要进行高差监测，并及时调整，以避免各吊点受力不均，发生危险。G、 吊装至安装标高位置后，进行网架最外周上弦杆、支座节点以及腹杆的安装，安装完毕后，落于支座上，同时检查各支座是否着力，如发现有悬空节点，应及时调整各个支座标高及支撑面标高后，方可降落网架，卸载滑轮组和吊装抱杆。H、 进行支座焊接和调整后，进行下一部分网架的拼装吊装工作。I、 待第二部分网架吊装完成后，散拼最后46、一排受影响网格。安装完毕后进行屋面的施工。2、 构件倒运，因本工程交通条件有限，现场需做1台50t汽车吊负责构件倒运，现场配备9组组合抱杆进行网架吊装，构件吊至三层楼面后进行人工分料；3、 安全防护：安全防护分为施工人员安全防护及原有墙面及地面维护，施工人员安全防护措施见施工组织设计安全措施部分。自制起重设备 自制起重设备简图及工作原理见下图：吊装机具示意图根据此示意图，自制起重抱杆，单根最大起重重量为32t，起吊重量安全预留20%，9组抱杆共计最大起吊重量为288t，完全可以满足本工程吊装需要。根据本工程，网架总重量约为36t，吊装锁具及吊钩总约重2t，实际网架部分重量为24t，实际起吊重量47、为26t，分为9组抱杆，根据三边支撑原理，抱杆最大起吊重量吊点为4.33t。施工时所有滑轮组导链均选用5T/10T型号，完全满足本工程吊装要求，且满足足够的安全储备。 精品文档 精品文档 精品资料 精品文档- 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