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第一章工程概况及编制说明【内容提要】：工程概况施工组织设计综合说明编制依据现场条件编制的范围1.1工程概况工程名称：北京地铁14号线工程工程车库及工务料棚。工程地点：北京市丰台区张仪村路。工程简介：本工程总建筑面积约1620平方米，占地总面积约为1620平方米。其中涉及到钢结构部分为工程车库及工务料棚，工程车库及工务料棚柱为钢筋混凝土结构，吊车梁为钢吊车梁，顶部为梯形钢屋架，屋面板为轻型混凝土屋面板，钢结构采用Q235材质的材料。1.2编制依据1.2.1《工程招标文件》《施工图》《建筑结构荷载规范》GB50009 --2001《钢结构设计规范》GB50017－2003《建筑抗震设计规范》GB50011－2008《建设工程项目管理规范》GB/T50326-200125
《建筑钢结构焊接规程》GBJ81-91《钢结构工程施工质量验收规范》GB50205－20011.2.2我国现行的有关机具设备和材料的施工要求和标准1.2.3北京市有关安全生产、文明施工的规定1.2.4我公司的《质量保证手册》和质量要素程序文件1.3设计依据1.3.1、《建筑结构荷载规范》GB50009-20011.3.2、《梯形屋架》05G5511.3.3、《柱间支撑》05G3361.3.4、《建筑抗震设计规范》GB50011-20011.3.5、《梯形钢架轻型房屋钢结构技术规程》CECS102：20021.3.6、《钢结构工程施工质量验收规范》GB50205-20011.3.7、《混凝土结构设计规范》GB50010-20011.3.8、《建筑钢结构焊接规程》JGJ81-20021.4编制的范围北京地铁十四号线工程车库及工务料棚梯形钢屋架及吊车梁的制造、安装和支撑系统的安装以及屋面系统的安装。第二章施工布署、施工准备25
【内容提要】：主要施工部署施工现场准备工作2.1施工布署：2.1.1工期目标：钢结构工程拟订工期为40天，开工日期为2012年月日，完成时间为2012年月日.2.1.2工期目标：分部分项工程一次验收合格率100%.2.1.3安全目标：无重大工伤事故，杜绝死亡事故、火灾事故；轻伤频率控制在4‰以内。2.1.4施工顺序及安装流水段划分根据本工程结构形式、工作量分布情况，且综合考虑工期、工序等安排，将钢屋架安装分为二个流水段，即A～B轴（第一流水段）、B～C轴（第二流水段）.第一流水段采用2台8-16吨汽车吊由3轴沿A轴向11轴方向推进，安装完成后进行屋面板安装，安装屋面板同时安装第二流水段B～C轴（第二流水段），采用2台8-16吨汽车吊由5轴沿C轴向11轴方向推进，安装完成后进行屋面板安装2.2现场条件2.2.1现场要求总部一级配电箱到位。2.2.2现场基础回填完成，工作场地平整并压实，方可进构件。2.3现场施工准备根据本工程施工场地的实际情况，并按照施工总包方的要求25
既要布置合理又要贯彻标准化管理，体现文明施工的原则，我们对现场施工做如下的准备工作：2.2.1本工程采用20T平板车和8吨、16吨汽车吊进行构件运输和吊装，并留两个道路进出口。2.2.2现场搭设临建设施，主要用于现场办公室、工具房、零散材料库、生活区。2.2.3施工现场的水准点，轴线控制点等要有醒目的标志并加以保护，任何人不得损坏、移动。第三章工期和工程进度计划表及进度保证措施【内容提要】：施工总进度计划安排工程施工总进度计划进度保证措施3.1施工总进度计划安排本工程的现场安装严格按照总包方下发的‘工程工程车库及工务料棚预制构件吊装时间表’去安排，实行过程控制，并落实到每天的吊装工作量。本工程工作量大，工期比较短，所以我方准备制作和安装进行交叉施工，并依据总包方下发的吊装时间表进行细化，重新编排了进度计划。3.2进度保证3.2.1组建项目管理小组，对材料采购、详图制作、构件下料、加工、现场安装进行全程计划和跟踪管理，确保此工程保质保量按时完成。25
3.2.2公司内部每周召开一次协调会，对本工程施工进度、资金、物资、设备进行总调度和平衡，解决施工过程中的各类矛盾和问题，使工程顺利进行。3.2.3项目经理部用周计划控制分部分项工程进度，按计划要求，每周召开一次平衡调度会，及时解决劳动力、施工材料、设备等问题。确保工程计划实施。3.2.4本工程施工时，将取消节假日、休息日，车间加工采用一日二班昼夜加工方法来缩短工期，并配备相应的劳动力。3.2.5为加快施工速度，视现场进展和需要，组织设备材料超常规投入，公司可以确保供应相应的设备和材料（如运输机械、吊装机械及吊装用扁担挂钩等），保证工程施工顺利进行。3.2.6充分利用我公司的机械设备优势，公司各类库存物资及设备充裕，可满足工程要求，随时可以调运现场，保证工程顺利进行。3.2.7发挥我公司施工管理的优势，组织各作业队按平面分区域流水作业，确保工期目标实现。3.2.8充分体现我公司的施工技术水平，运用我们先进的设计技术，钢构加工技术，成套的体系生产技术和质量控制及组织管理技术等，确保工程建设优质高效地进行。第四章主要施工方法、技术措施【内容提要】：车间下料、组装主要施工部署施工现场准备工作25
制作和安装方案4.1构件加工、制作、运输4.1.1技术部对图纸深化完毕后根据工程要求向采购部下达物资采购通知单，由采购部按照采购通知单采购本工程所需材料及辅料。4.1.2采购部采购各类物资时要选用具有国家标准规范及相应资质的材料供应商，所采购任何材料都必须有产品质量证明及材质检验报告。4.1.3材料采购进厂后由车间开始安排加工生产，车间生产流程见下表：放样——号料——下料——抛丸喷砂——组装——校正——焊接——校正——喷漆——预拼装4.1.4车间在梯形钢屋架加工过程中要注意的问题是1）、在下料前要严格按照放样尺寸及角度下料，严格控制下料中出现的规范外偏差。对于误差过大的材料严禁进入下一道工序。2）、组装完毕进行校正时要用组立机进行校正，矫正过程中要控制好屋架的起拱高度、屋架整体尺寸、各连接杆件间的连接尺寸及角度、屋架的整体扭曲度等。3）、校正后进入焊接工序时要注意各焊点的厚度、角度，焊接完毕的焊点要符合规范要求；且焊接时要随时控制焊接变形，对于变形严重的构件要重新进入组立机矫正。4）、屋架加工、矫正完毕后在喷漆时要掌握好构件的漆膜厚度25
，不得一次喷漆过厚，要均匀地薄喷，待油漆稍干后进行第二遍喷涂；第三遍依照上述方法同样施工。4.1.5第一榀屋架加工生产完毕在运至施工现场前必须在加工厂进行一次预拼装，预拼装主要是为了控制以后屋架加工时的精度及为吊装前的各种准备工作提供准确的技术参数，因此尤其要注意预拼装时的上弦坡度、下弦起拱高度及各连接杆件的角度。4.1.6屋架在运输到现场的过程中要根据屋架的重量及长度采用合适的运输车辆。本工程拟采用14m*20吨平板运输车进行运输，因为单榀屋架最长为30米，我方准备每半榀屋架加工成一个构件单元，运至现场后再在现场拼装成整体单元进行吊装。单榀30米屋架重量约为3吨左右，每辆车准备一次运输四榀，运输过程中要将屋架呈立式、并排放置于车内，每榀屋架间用方木垫平并用钢丝绳绑扎牢固。4.2材料的现场堆放所有卸货与堆放时应严格按照有关规程进行操作，并同时满足以下要求：1）卸货必须文明安全操作，确保人员安全及材料无损。2）所有箱、包、捆及零散构件的编号均应处于可视状态，以方便查找。3）所有进场屋架应堆放于垫木之上，垫木表面保持水平。尽量避免材料堆放多层，不得在构件上行走。现场屋架堆放最高不得超过四榀，以防止受压变形。4）对容易遗失的贵重及零散材料，如连接板等25
需放安全场所并由专人负责保管。5）所有进场的屋架及屋面板均按编号与图纸相吻合就近堆放，以便于安装时尽量减少二次搬运。4.3钢结构安装4.3.1安装前准备工作1)对本工程图纸进行仔细阅读，熟悉设计要求。2)根据本工程的工程量编制施工时间计划及资源调配计划。3)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。4)放出标高控制线和安装轴网辅助线。5)复验预埋件、各轴线、标高、水平线、水平度、预埋螺栓位置及露出长度等，超出允许偏差时，做好技术处理。6)钢尺应与钢结构制造、土建用的钢尺校对，取得计量法定单位检定证明。7）安装前在地面先进行对接拼装，预拼装要求地面平整，且用方木将屋架垫平后用水平仪测平，在焊接前必须保证整体屋架的垂直度及下弦的起拱高度达到要求后方可施焊。4.3.2基础和支承面钢屋架安装前对建筑物的定位轴线、标高、预埋螺栓位置等进行检查，并办理交接验收。当进行分批交接时，每次交接验收不应少于一个安装单元的柱基基础，并符合下列规定：1）混凝土柱强度达到设计要求；2）轴线标志和标高基点准确、齐全；柱顶面直接作为钢架的支承面,其支承面、预埋螺栓（锚栓）的允许偏差（mm）符合下表规定：25
支承面、预埋螺栓（锚栓）的允许偏差（mm）表项目允许偏差支承面标高±3.0水平度L/1000预埋螺栓（锚栓）螺栓中心偏移5.0螺栓露出长度0~+30.0螺纹长度0~+30.04.3.3梯形钢架的安装钢架安装时，先将混凝土柱柱顶清理干净，并调整钢架支座标高（锚栓螺母），然后进行安装。安装层次包括：预拼装、基础放线、绑扎、吊装、校正、固定等。1）钢架拼装考虑构件的运输情况，每种钢架都分成两片出厂，在现场进行拼装成整体后进行吊装。首先在平整后的场地上放置枕木，然后用8吨或者16吨吊车把需要拼装的钢架放置于枕木上进行拼装，拼装后就近码放或者直接吊装。2)放线：吊装前，必须对钢架的定位轴线、基础轴线和标高，预埋螺栓直径和伸出长度等进行检查和验收，并对钢架的编号、外形尺寸、螺孔位置及直径、承剪板的方位等等，进行全面复核。确认符合设计图纸要求后即开始吊装。3)根据现场实际条件选择8吨或16吨汽车吊进行吊装，15米钢架采用一辆吊车抬装，为了防止吊装过程构件变形对钢架上下复杆绑扎100*100的实心木方增加刚性，木方长度要超过钢架的2/3为宜。吊装前，要将安装的钢架按位置、方向放到吊装（起重半径）位置。25
4)钢架吊装：钢架起吊前，从钢架下弦支座处底板向左右各150—250mm处，划一十字线，以便安装固定前后作复查轴线定位基准作用，并在混凝土柱支座处先安装、固定下弦与柱顶连接工字钢及弹簧片，根据钢架的种类和高度确定扁担挂钩长度及吊（绑扎）点，在钢架两端用麻绳绑好，作为调整方向的牵制溜绳。吊装前准备工作就绪后，首先进行试吊，吊起一端高度为100—200mm时停吊，检查索具牢固和吊车的稳定性，确定安全后将钢架慢车吊起、转向就位，位于安装基础时，可指挥吊车缓慢下降，当柱底距离基础位置40—100mm时，调整柱底与基础两基准线达到准确位置，指挥吊车下降就位，并拧紧全部螺栓螺母，并用钢丝绳沿钢架左右两边在地下用钢管作为楔铁将钢丝绳与钢架张紧，临时将钢架加固，达到安全方可摘除吊钩。第二榀钢架吊装就位后在摘除吊钩前应将所有水平连接杆件安装并校正。然后将钢梁上弦加肋板按照图纸设计要求焊接到位，在屋架上弦按照屋面板的宽度及预留拼缝弹出屋面板安装尺寸控制线，以减少累积误差。整个开间所有屋面板安装位置放完线后即开始吊装屋面板，每吊装一块屋面板要及时将屋面板四角的预埋铁件与屋架上弦焊接牢固然后进行下一块屋面板安装，相邻两块板之间的拼缝应为30mm，并沿拼缝每1000mm焊接一根钢筋将两块板连接。4)钢架校正：校正工作一般包括平面位置、标高及垂直度这三个内容。钢架的平面位置在吊装就位时，属一次对位，一般不需再校正。对于钢架下弦支座处的标高，有时低于安装标高，就位后，需用垫铁调整准确标高。用经纬仪或磁力线坠进行上下弦垂直度的校正。钢架吊装穿入基础螺栓就位后，校正工作主要是对标高进行调整和垂直度进行校正：它的校正方法采用缆风绳、千斤顶、大型撬杠，对钢架施加拉、顶、撑或撬的垂直力和侧向力，同时采用不等厚垫铁，在支座板与基础之间调整校正后用螺栓固定，并加双重螺母防松。25
钢架校正时还要注意风力和温度的影响。5）钢屋架吊装就位校正完毕后要对每一榀的上下弦垂直度、屋架安装屋面板前的起拱高度和屋面板安装后的起拱高度作详细测量并记录。记录结果必须真实、有效，不准未经测量谎记或漏记。6）钢架吊装过程中严禁私自切割螺栓孔，安装时如发生螺栓孔有偏差无法安装则用电钻重新钻孔或呈报总包项目部，与技术人员沟通协商处理办法。7）天基屋面板安装根据天基板排版图就近放置天基板，每安装完成四榀钢架后开始安装天基板，用16吨或25吨吊车就位后四角焊接固定。4.3.4安装过程中的临时支撑钢架在工作时间以及离开现场的夜间，要用支撑或缆绳充分固定，以防受风损坏。为了做到有效起见，缆绳的末端应该锚固。揽风绳应采用合适的钢丝绳，为保证揽风绳张紧均衡应使用小型手拉葫芦，揽风绳的设置应垂直于框架跨度方向，设置道数应根据跨度而定，一般情况下，揽风绳设置间距不宜超过15米，且应对称布置.4.3.5第一个开间的连接在第一对框架安装好并设置支撑后，宜将全部檐口撑杆和水平系杆都装上，再进行下一步作业。当该开间装好并精确测定垂线后，其余构件将在很大程度上自动地保持垂直和对齐，只需作最后的铅垂度校验和作少量调整即可。测量刚架的铅垂度用铅锤和经纬仪，铅锤由檐口撑杆吊下，沿铅垂线测量柱高。用经纬仪检查翼缘内侧的铅垂度，然后进行相应校准。4.3.6支撑的安装梯形钢架的水平支撑有两个用途：一是找直，二是承受风荷载和其它纵向荷载，支撑可用角钢，按安装图所示位置安装，使大风时不致左右摆动。4.3.7焊接：25
1)焊接接头分布本工程焊接部位主要为梁—梁节点。焊缝形式主要为全熔透焊缝。以上部位的焊接工作均应在校正完毕且各支撑系统安装施工完毕后进行。2)焊接方法本工程现场焊接主要采用手工电弧焊的焊接方法。采用分层分区进行焊接施工，按照先主钢架后支撑系统的顺序进行，保证以节为单位的每个区域都形成一个空间框架体系，以提高结构在施工过程中的整体稳定性，便于逐区调整校正，最终合拢，这在施工工艺上给各屋架间的先行固定和焊接后逐区检测创造了条件，而且减少了安装过程中的累积误差。3)焊前准备焊接工艺评定:针对本工程梁—梁节点、梁—支撑节点的焊缝接头形式，根据《JGJ81──91建筑钢结构焊接规程》第五章“焊接工艺试验”的具体规定，组织进行焊接工艺评定，确定出最佳焊接工艺参数，制定完整合理详细的工艺措施和工艺流程。焊工培训:按照《JGJ81──91建筑钢结构焊接规程》第八章“焊工考试”的规定，焊工应进行复训与考核。只有取得合格证的焊工才能进入现场施焊。焊接材料复验:本工程所用的焊条，要有质量合格证书，以确保焊接质量。4.4钢结构测量校正4.4.1测量准备工作编制钢结构安装测量方案，确定可行的测量方法。以控制钢结构总体偏差。对施工中所使用的仪器、工具进行检校，以保证施工精度。对预埋螺栓进行检测，要求螺栓上下垂直，水平位置精确。所有测量工具必须进行计量鉴定，实测人员根据鉴定书进行读数调整。1)预埋螺栓的检查:预埋螺栓的埋设精度直接影响钢架的吊装，吊装前应对所有预埋螺栓的平面位置和标高按规范要求进行检查。25
2)钢架垂直度控制:钢架校正一般分四步进行：吊装时初校；吊装就位后复校；焊接过程中跟踪监测；焊接后的最终结果测量。吊装前可先用铅垂粗略控制垂直度，待形成框架后进行精确校正。此时要考虑偏差预留，焊接后应进行复测，并与吊装时的测量成果相比较，以此作为下一榀钢架校正的依据。4.5吊装报验钢架吊装完毕进行校正并对每榀钢架的实测结果记录后向总包及监理申请验收，并交验施工资料，同时做好验收记录。第五章劳动力计划及机械配置5．1现场管理人员安排为确保实现工程安装顺利完成，我公司选派能打硬仗、经验丰富的安装队担任本工程具体的施工任务。并抽调工程部、生产部等技术管理人员组成公司现场协调管理班子，负责协调各部门间的人、财、物、设备的关系，确保施工的资源要求，并对项目的进度、技术、质量、安全、文明施工等方面进行具体管理。5．2劳动力配备为了确保本项目能按时至提前完成，劳动力配备必须考虑如下因素：1）根据工期要求及进度计划，各施工阶段的作业量和工程质量，劳动力的配备要充足，以利于平衡流水，立体交叉施工有足够的劳动力调配。2）25
根据工艺要求配备专业工人，专业工种要齐全，满足要求，特别要优先选择干劲足，技术水平高的操作能手，以利于保证质量，进度。3）加强机械管理和劳动力的科学配套，充分提高劳动效率。根据以上原则，结合本工程实际情况，本工程劳动力的配备计划见下表（仅指现场）序号职能名称人数说明1项目经理1现场总指挥、总负责2施工员1协助项目经理3安全员1工地安全，急救7电工1专职负责全工地的用电8焊工39技术工人510辅助工人5合计人数145.3机械设备配备计划及进场时间要求施工机械设备的配备必须保证在任何施工阶段都不影响工程的正常进行，并留有适当的余地，作应急之用。土建基础工程即将完成时，应准备好各类机具设备，一旦条件具备，马上进入现场。主要施工机具设备一览表:序号机具名称型号及规格单位数量产地1.卷尺50米把62.折尺7.5米把203.索线和铅垂套64.起吊夹具自制套165.扳手把206.ZX5-400台3温州通力25
交直流电焊机BX3-500-21.水准仪NA252台1国产2.经纬仪JZ台1国产3.手拉葫芦0.5~5T台9国产4.火焰割刀套35.千斤顶20T台6主要机械设备进场计划表:序号设备名称进场时间1汽车吊2台，根据土建情况配置2其他第六章质量保证、成品保护措施【内容提要】：质量保证措施成品保护措施6.1质量保证措施6.1.1根据本工程的工程规模、工期质量及承包方式，实行项目经理、项目工程师技术质量负责制，制定质量保证奖罚制度。6.1.2强化项目质量管理保证体系，依据公司质量保证手册及程序文件，编制相应的项目质量保证计划，加强施工过程的质量控制点。6.1.3加强全员教育，提高质量意识。增强质量意识，牢固树立“质量第一”的思想。认真学习质量方针、政策和规定，增强质量管理意识，提高质量管理水平。正确认识和处理好质量和进度的关系，进度必须服从质量，做到好中求快。25
6.1.4严格执行《建筑安装工程质量评定统一标准》(GBJ300-88)、《钢结构工程施工及验收规范》(GB50205-2001)和《建筑钢结构焊接规范》(JGJ81-91)。6.1.5以质检组为主抓好工程质量，每一施工阶段开始之前，施工人员必须充分了解自己的工作内容和特点。工程师必须对施工人员进行技术交底，提出明确要求，让施工人员心里有底。6.1.6完善工艺装备，保证产品的尺寸一致性。6.1.7用胎具制造的产品，首件（批）必须经过预拼装检验。6.1.8各道工序须经质检人员或主管负责人验收签字后方可进行下道工序。6.1.9总结每日质量工作，跟踪进行质量自检工作，作好自检和试验记录。6.1.10施工过程中，落实跟踪措施，检查方案的落实及质量情况，及时调整、落实施工方案，付诸实施。6.1.11建立工作例会制，配合现场施工进度进行开展工作，每星期至少开一次现场例会。对当前的施工质量进行检查。6.1.12坚持技术交底制度，交底必须清晰、全面，使工人全面掌握各工序的施工要点、注意事项及质量标准。6.1.13制定质量奖罚措施，对质量达不到规范要求的给予经济处罚。6.1.14加强施工过程控制，制定工程质量工序流程控制制度。各部门、班组执行自检、互检制度，各负其责，使工程质量得到有效控制。25
6.2采购物资质量保证6.2.1材料采购部负责物资统一采购、供应与管理，并根据ISO9002质量标准，对本工程所需采购和分供方供应的物资进行严格的质量检验和控制，主要采取的措施如下：１）采购物资时，须在合格供应名单中选取供应商，所采购的材料或设备必须有出厂合格证、材质证明和使用说明书，对材料、设备质量有疑问的禁止使用；２）材料采购部应先对供应商进行认可和评价，建立合格的供应商档案，材料的供应在合格的供应商名单中选择；３）建立物资采购台帐，清楚明确地记录所有物资的进、出厂情况及各类物资的使用流向并合理调配。6.3施工技术资料管理6.3.1建立数据库1）按国家建设部的有关文件要求，做好工程施工全部施工技术资料的收集和整理工作。项目部设置专职资料员，管理好本专业的施工技术资料，并整理好向总包项目部资料员提交，以便在工程竣工后能及时提供完整、准确的竣工技术资料。2）建立数据库。项目应在收集整理工程技术资料的同时，做到将全部有关数据资料输入计算机，建立项目的质量管理的数据库，确保随时可以调出任何阶段、任何工序的技术数据和资料，以实现技术资料管理的现代化、科学化和规范化。25
6.3.2施工技术资料管理资料管理是工程管理中的重要环节，直接影响到工程验收工作的进行。1)图纸及施工变更通知、施工现场联系单等，由资料员到总包方领取，及时发给项目施工员，领用人员对图纸要爱护，若有丢失或损坏，视原因按规定进行处罚，资料员处要保留２套新图纸作为竣工图使用，施工员在施工期间对设计变更等要及时在图上作出记录，并对班组进行专项技术交底。2)设备材料资料:我方提供的设备、材料都必须具备下列证件：①、材料、设备到货合同。②、产品出厂合格证、产品质量检验报告；③、工程材料有材质报告单。④、构件出厂清单。材料人员要随时索取以上资料，对于没有备案资料的设备、材料有权拒绝验收，以上资料材料人员要及时交资料员登记保管。3)交工资料施工员要及时填写各种交工资料，本工程统一使用北京市轨道交通资料软件，按照表内内容，填写清楚、全面，需要甲方代表签字的要求及时签证，做到资料与工作同步，主管领导与资料员定期进行检查，杜绝事后补填，做到资料的正确及时。6.4成品保护措施材料的现场堆放及保护措施所有卸货与堆放时应严格按照有关规程进行操作，并同时满足以下要求：1）必须文明安全操作，确保材料无损。25
2）所有箱、包、捆及零散构件均应用方木垫离地面。3）所有进场屋架应堆放于垫木之上，垫木表面保持水平。尽量避免材料堆放多层，不得在构件上行走。现场屋架堆放最高不得超过四榀，以防止受压变形。4）对零散材料如连接板等需放库房并由专人负责保管。5）所有进场的屋架及屋面板均按编号与图纸相吻合就近堆放，以便于安装时尽量减少二次搬运。6）建立成品保护的流程框图：25
保护制订操作者约束依据依据执行项目经理部成品、半成品成品保护专项负责人成品保护细则、奖罚制度指派负责检查教育其关系如下：项目经理部对各个阶段、各个工序制定详细的成品保护细则和严厉的成品保护奖罚制度，并分阶段指定成品保护负责人，明确责任范围。并对成品采取“护、垫、盖、封”等保护措施。成品保护负责人加强对工人的成品保护教育，依据成品保护细则对操作者和成品、半成品进行施工过程中的跟踪检查，并根据奖罚制度进行处理。工人受奖罚制度的约束，并依据成品保护细则在施工过程中实施对成品、半成品的保护。落实工序交接，强化下道工序地位，搞好工序、专业间的穿插作业，防止互相影响损坏。25
第七章安全生产、环境保护措施、季节性施工措施【内容提要】：安全文明生产纪律和措施环境保护措施雨季施工措施7.1安全生产纪律7.1.1进入施工现场，必须戴好安全帽；严禁赤脚或穿高跟鞋、拖鞋进入现场；登高作业不准穿硬底或带钉易滑的鞋。7.1.2二米以上的高空作业，若无安全措施，必须系好安全带，扣好保险扣。高空作业，严禁向上或向下抛物。7.1.3各种电动工具、机械设备，必须有可靠的安全接地和防护装置，并由专人负责管理及使用。不懂电气和机械的人员严禁使用或玩弄机械、电气设备。7.1.4吊装机械必须完好，扒杆垂直下方不准站人，非作业人员严禁进入吊装区域。7.1.5严禁在禁火区吸烟或动用明火作业。7.1.6值班人员或施工人员严禁溜岗、离岗、替岗。7.1.7不准在上班、中午时间喝酒，严禁在施工现场打、闹、玩。7.1.8所有参加施工人员必须挂牌上岗，安全员必须佩戴鲜明标志。7.1.9焊接时，必须将地面上的易燃物品清理干净。焊接人员施焊时，要戴防护面罩及手套，并检查电源线及焊把线是否完好无损。7.1.10遇有电源线穿过板材时，必须采用套管。7.1.11安装时所有电动工具的电源线必须连接可靠，完好无损，并安装漏电保护器，雨天时不得在室外使用电动工具。25
7.1.12坚持安全员跟班作业，发现不安全因素及时提出整改建议。7.1.13高空作业人员要定期进行体检，对不符合健康规定的工人，严禁上岗。7.2安全生产措施7.2.1每天作业开始前由施工队长总结前一天的安全施工情况，结合当天施工任务，有针对性地提出安全要求，布置安全措施。7.2.2新工人上岗前必须进行安全培训和教育。7.2.3施工阶段所有的临时支撑必须保留至屋面板或永久性支撑完工以后方可拆除。7.2.4在安装过程中使用梯子时，注意避免超重而使梯子中段产生弯曲变形，梯子必须高出上部接触面顶面600MM以上。7.2.5定时对所有的施工机械设备、机具进行全面检修。7.2.6决不试图在没有安全防护措施下加快工作速度和工程进度，通过教育使每个施工人员做到“不伤害自己，不伤害他人，不被他人伤害”。7.2.7每天收工、开工前，专职安全员应检查所有设备，电源线路，临时拉索系统是否符合相关规范和设计技术要求，并做详细记录，发现隐患则立即通知相关责任人进行整改，并限时完成。7.2.8不违章指挥，不违章作业。7.3环境保护措施25
7.3.1合理调整原材料的运输速度和安装速度，在保证不怠工的前提下，尽量减少材料在现场的堆放余量,尽量减少现场的赘余物。7.3.2严禁在工地堆放生活垃圾。7.3.3及时清理施工产生的工业垃圾。7.4雨季施工及防风措施一旦遇大雨应立即切断所有电动工具的电源，雷电天气禁止吊装及高空作业，雨天过后及时全面认真检查电源线路，排除漏电隐患，确保安全。7.5文明施工保证措施7.5.1施工现场的临建搭设严格按施工总包方的要求及规定布置。7.5.2施工现场道路畅通，场地平整，无积水，临建周围设排水明沟。7.5.3施工作业时必须坚持边做、边清理，做到工完料净场地清，并对垃圾及时清理。7.5.4进入施工现场的钢材、工具、构配件等材料堆放整齐，并按要求进行挂牌标识。7.5.5工地严禁食用生水，做好甲流感的防控工作。7.5.6现场用火、电焊执行“动火申领制度”，并在现场动火区域配备专人看火。7.5.7认真贯彻执行北京市有关卫生方面的各项要求，按照北京市卫生要求对25
施工区域的卫生逐项检查落实，设专人负责并建立检查制度，场地内不允许随地大小便，垃圾集中堆放，由专人负责。7.5.8现场保持整洁的环境，不得杂乱无章，分区包干，责任落实到人。7.6防火消防保证措施7.6.1建立动用明火审批制度，按规定划分级别，并进行报批手续。7.6.2重点部位的作业区域必须有专人管理，落实责任制，按国标设置警告标志，配置相应的消防器材，禁止一切火种进入。7.6.3在动火时，必须派监护人员值班，高空明火作业必须在其下方采取隔离措施，不准火种从高空散落。7.6.4在安装施工中，及时清理多余和易燃材料，运到指定地方堆放。7.6.5焊、割作业与氧气瓶等危险物品的距离不得少于10米，与易燃物品距离不得少于30米，如达不到以上要求必须设置隔离设施，并经过专门审批。7.6.6焊割作业必须严格执行“十不焊”。7.6.7按有关规定配备足够的消防设施，并能保证建筑物最高点的灭火需要。内部资料仅供参考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&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