怡水园给排水施工组织设计 26页

'怡水园一级园路路基及路面工程施工组织设计编制时间：2004年10月19日25 目录一、工程概况二、施工组织部署三、施工准备四、施工方案五、技术管理措施六、施工质量管理体系及控制措施七、现场管理措施八、施工进度计划横道图25 一、工程概况本工程位于怡水公园内，沥青路面宽5.4米，道路两侧设砖砌雨水沟。道路结构层自上而下为：50mm厚中粒式沥青混凝土200mm厚碎石（或卵石）基层200mm厚3：7石灰土分两步夯实150mm厚2：8石灰土路基碾压，压实系数>0.93。根据《招标文件》要求，本工程施工总工期35天，其中路基工程25天2004年开工，路面工程10天2005年开工。二、施工组织部署1、施工组织管理1.1、管理机构本工程实行项目经理负责制，领导班子由项目经理及主任工程师组成，主管技术、质量、生产、安全、经营、成本和行政管理工作，并负责对工程的领导、指挥、协调等重大事宜。具体安排见下图：25 项目管理机构框图项目经理主任工程师试验员测量员技术员质控员安全员材料员财务人员施工员停车场工程施工队道路工程施工队1.1.1、要求项目经理对公司负责，其余人员对项目经理负责。由项目经理落实本工程的质量计划、施工组织设计，明确各部门人员的职责分工，负责与监理单位及建设单位的联系，组织工程质量的检查、评定、整改活动，组织施工生产，负责工程总体部署和总体计划的管理，合理组织生产，满足施工生产中所需工、料、机的提供，督促协调各部门行使其各自的质量职能，负责施工过程中的文明施工和安全管理工作；主任工程师及技术员负责有关技术管理的规定、技术规程、规范及质量标准的贯彻实施，以及办理工程变更和洽商并落实变更内容的执行情况；施工员负责根据施工组织设计、施工图纸及设计要求进行技术、质量、安全交底，并指导施工班组执行，对违反操作规程的予以纠正，负责填写特殊部位的施工记录；质控员25 负责施工过程的监督、检验记录和标识工作，及时约请监理人员对工序、部位进行质量复核、验收，保证不合格工序不转入下一工序；材料员保证杜绝不合格材料的进入；实验员负责材料的取样、送检和现场试验工作；测量员负责本工程的定位和工程测量工作的具体实施。1.2、质量管理体系及分工1.2.1、质量管理领导小组本工程的质量目标为优良，为确保质量目标的实现，现场成立了质量管理领导小组，其组长和成员如下：组长：项目经理副组长：主任工程师成员：技术员、实验员、质控员、测量员。1、施工工期及保证工期的措施2.1、计划工期本工程计划工期35天。2.2、施工计划为保证工期，我们组织两个施工队伍，同时进行道路工程和停车场工程的施工。2.3、保证工期的措施2.3.1、组织施工经验丰富的管理人员负责施工现场的组织管理。调用专业施工队。搞好工前教育，抓好职工培训，制定周密的人员、物资、设备调动计划。2.3.2、做好各项施工准备，制定合理的施工计划。2.3.3、加大投入，增加周转材料的数量。制定周密的人员、物资、设备调动计划。提前备料，保证各工序施工时决不出现“停工待料”现象。2.3.4、重视工程质量，严格自检，做到验收一次通过，加快施工进度。2.3.5、实行机械化施工，提高施工生产力。我单位的主要机械设备全部自有，我们要充分发挥这一优势，搞好设备的调配和保养工作，避免由此产生的停工、滞工，保证进度计划的落实。2.3.6、在建设单位的领导下，与有关单位密切配合，搞好施工。25 1、劳动力组织及计划3.1、集结精干的施工队伍，组织好劳动力进场。根据工程特点、建设单位的工期要求，结合北京地区的施工情况，我项目经理部将组织一支强有力的施工队伍入场。我们要求该施工队伍自身管理水平高，施工能力强，既要保证施工生产的连续性，又要保证工程的工期和施工质量。3.2、作好职工的入场教育培训，搞好全员的各项交底工作。针对职工的生产任务不同，分别对职工进行培训，为职工奠定适当的知识基础，（包括高效率完成其各项任务的方法和技能），确保员工对现行有效法规要求、内部标准、组织方针、目标等有一定的认识。3.3、加强职工的职业健康、安全教育，树立“安全第一、预防为主”的意识，由安全部安全员组织培训，职工进场后进行三级教育，包括国家法规相关要求、企业职业健康安全管理手册程序文件、内部标准、安全目标等知识，强化职工安全意识，把安全工作当成头等大事来抓。3.4、落实各级人员的岗位责任制。对职工进行施工组织设计及各分项工程施工方案的交底工作，使全体职工都能掌握技术及质量标准。3.5、劳动力计划表序号工种计划人数进场时间1木工4工程开工后即组织所有劳动力进场2瓦工83电工14壮工3025 4、主要项目工程量工程项目单位工程量一、道路工程土方挖运m3路缘石（花岗岩）M路缘石（混凝土）M停车场工程m2道路工程m25、主要机械计划表机械或设备名称型号规格数量国别产地制造年份额定功率(kw)生产能力履带式推土机T1402中国24kw单斗挖掘机PC400-L1日本小松19971.6m3振动压路机1200016t双光轮压路机YL161徐州工程机械厂19978t沥青摊铺机1德国洒水车SZQ513GSS1中国中燕19983000L二、施工准备1、技术准备1.1、组织技术人员进行图纸会审，工程开工前及时与建设单位、设计单位及监理单位联系，作好设计交底、监理交底和图纸会审工作。25 1.1、准备好与本工程有关的规程、规范和图集，并分发到项目经理部有关人员手中。1.2、测量人员根据建设单位提供的水准点高程和坐标位置，作好工程控制网桩的测量定位，同时作好定位桩的闭合复测工作，并作好标识加以保护。1.3、工程技术人员认真了解周围环境情况，必要时派工人挖出探坑，明确障碍物或不适用材料的位置和深度，以保证施工安全和工程质量。1.5、技术工作计划1.5.1、根据工程特点，经过详细的技术论证，按期编制缜密、合理的施工组织设计及各分部、分项工程施工方案，要求施工组织设计和方案经监理审批后实施，在施工前及时准确地进行技术交底。1.5.2、根据工程情况，及时计算各种施工物资（主要材料、成品、半成品）的用量，按有关规范、标准要求进行试验工作。1、现场准备2.1、施工道路及场地：结合本工程的实际情况，彻底清除障碍物，使施工面完全暴露，对不能直接做路床的地带，要根据实际情况与建设单位及监理单位共同协商，确定处理方案。2.2、临时用水电：在现场解决。2、协调场外工作，创造良好环境项目经理部要派专人协调对外工作，积极协调好与建设单位、设计单位、监理单位、质量监督部门的关系，及时解决施工中出现的各种问题。3、岗位培训4.1、管理人员培训：作好施工管理人员上岗前的岗位培训，进行施工交底，保证掌握施工工艺、操作方法；对工程技术人员要集中培训，学习图纸和规范，使全部管理人员做到心中有数。4.2、劳务人员培训：对劳务工人在进场前进行集中培训，学习施工技术，树立安全施工、文明施工的意识，对各专业施工队伍进行施工前技术、质量、安全交底。25 二、施工方案1、测量放线1.1、测量依据：施工图纸和国家现行标准。1.2、测量人员配备：根据本工程实际情况，由项目经理部配备有施工经验的专业测量人员，持证上岗。1.3、测量仪器及用具配备配备J2经纬仪1台，自动安平水准仪1台，50米钢卷尺1把，铝合金塔尺1根，5米钢卷尺等其他测量用具。1.4、道路平面控制在布设平面控制点之前对所交精密导线点（控制点）进行复测，并将复测结果上报建设单位和监理单位，审批后进行平面控制点测量。1.5、高程控制施工前认真复核水准点。距离较远时要适当加密水准点，加设临时水准点要进行往返闭合，误差不能大于8L1/2mm（L为路线长度，以千米计），精度合格后，作为场地高程控制点。2、道路结构层施工2.1、路基平整碾压我部拟用推土机对路基进行整平、碾压，路槽达到设计标高后推出路拱并预留压实量。对挖出的地下坑洞或不适用做路床的土质，要根据实际情况确定处理方案，以保证结构层不至坍塌、沉陷。25 2.2、石灰土施工石灰土基层施工工艺流程图施工方案审批路基铺土初步找平监理工程师检查铺石灰加水、检查含水量拌合检测标高检查、调平、整型检测平整度稳压找补、整型检测高程、平整度复压、终压封闭交通、养生2.2.1、碎土利用拖拉机牵引多铧犁，干拌两遍，先从拌合段起点边线插犁扶耕向内逐渐耕到中心，从中心向外逐渐绞耕到两侧边线，如此反复两遍，然后重耙四遍，轻耙两遍使土翻向中心，外翻耙四遍，轻耙一遍将土犁到设计深度，不留空白。2.2.2、拌合25 先用多铧犁在已经翻拌松动的碎土上拌合石灰粉，再用农用旋耕犁或缺口园盘耙翻拌，翻拌遍数视翻拌均匀程度而定，一般不少于4遍，要求拌合均匀、色泽一致，并使耙过的灰土结构层表面基本平整。2.2.3、检查调平整型检查灰土外观拌合是否均匀，色泽是否一致；检查灰土的虚铺厚度、宽度、标高是否符合设计要求，含水量是否达到最佳含水量。2.2.4、碾压摊铺好的灰土要当天碾压成活，先用8T轻碾稳压，碾压时重轮在前自路边向路中大摆轴匀速碾压，如发现高程及平整度差异较大时，要马上翻松找补找平，石灰土的找平在碾压1―2遍后进行，检查表面平整度与高程，找补时先将石灰土翻松约10厘米，用配合比相同的石灰土找补后再碾压，不能贴补薄层；如发现有横向均匀裂纹，可能是含水量不够所致，要补洒水花，拌匀整平；局部有软弹现象则是由于含水量大造成的，需翻开掺拌干灰土整平。随后用12T的重碾自路边开使向路中心碾压，直至压实度达到质量要求。2.2.5、养生成活后5—7天内要经常洒水养生，保持湿润，以利于强度的形成。25 2.3、碎石施工碎石基层施工工艺流程图下层验收合格上报方案批准监理工程师检查材料检验碎石运输至现场暂存摊铺检查含水量、洒水养护检测高程稳压检测平整度找补、整型碾压检查密实度、组织验收封闭交通养生、准备进行下道工序2.3.1、摊铺本工程碎石结构层设计厚度20cm，施工时采用人工配合推土机摊铺。25 石灰土验收合格以后，根据路段基层的宽度、松铺厚度及松铺系数，计算各段所需要的材料数量及运料车每车的卸料距离，并每隔10米在路边两侧钉设高程桩，以作为基层铺设的基准高程。利用装载体积一定的自卸车将料根据计算的堆放距离由远至近卸置在路基上，用推土机将其均匀摊铺在预定的宽度上，并使其具有平整的表面和合适的松铺厚度。2.3.2、碾压碎石结构层经摊铺和整形后，可开始泼水，洒水量要使全部碎石湿润，不得使路基积水，泼水后待表面稍干即可在全宽范围内进行碾压。碾压由路边向中心逐渐倒轴进行，路边先碾压3——4遍，碾压要先轻后重，最后用12吨以上压路机碾压至无明显轮迹。2.3.3、找补碾压成活后，发现粗细骨料集中、造成“砂窝”或“梅花”现象，要挖出，换填合格材料后重新碾压成活。25 2.4、沥青混凝土路面施工沥青混凝土面层施工工艺流程图二灰砂砾基层验收合格上报方案批准施工放样监理工程师验收测油温沥青混凝土质量验收合格到现场设标高控制线摊铺机摊铺测油温轻压整型找补检测高程、平整度、压实度密度试验重压成品保护我们采用摊铺机进行沥青混合料面层的摊铺，在施工过程中，我们要合理安排人力、机械、辅助机具，并仔细布设摊铺路线，并派专人在现场进行指挥，保证忙而不乱，完全彻底、保质保量地完成施工任务。25 2.4.1、路面施工机械设备及机具情况机具名称规格数量摊铺机1台振动压路机16吨1台双钢轮压路机8吨1台板夯2个火箱1个2.4.2、施工准备在沥青混凝土摊铺的前一天做好准备工作，由项目经理和工长根据现场情况确定摊铺路线；由测量人员现场实测高程，布设水准点；所有机械设备及辅助机具到场，由工人将现场清理干净并封闭交通。2.4.3、机械摊铺沥青混凝土必须在下层检查完毕，并验收合格后方可进行。将摊铺机按试验确定的虚铺厚度组装就位，每5米布设一个高程点；摊铺机的基准线按照双基线控制，采用铝合金导轨控制摊铺机滑靴的高程；固定预热30分钟，使熨平板温度不低于65℃，并在熨平板下面拉线测校，保证熨平板的平整度。混合料的正常摊铺温度应为110--140℃，由质检员检验到达工地的沥青混合料，将检验合格后的沥青混合料倒入摊铺机料斗，并启动摊铺机，按2—3米/分钟速度进行摊铺，当摊铺过程中，摊铺的混合料应得到有效的振动和压实，并不得有离析、撕扯、孔眼较大和横向袭埂现象，摊铺机后设专人跟机，对局部摊铺缺陷进行人工修整。当摊铺50—100米时，由质检员测出铺料的温度后，决定上压路机碾压。2.4.4、人工摊铺对于摊铺机顾及不到的部位，由有施工经验的工人人工摊铺。摊铺时要明确人员分工，摊铺人员往返路线要固定，防止相互干扰。由人工用小推车运输，用铁锹摊铺，搂平工作紧跟摊铺，并迅速随铺随搂，要避免多次搂耙造成材料离析，搂平碾压要保证平整度及压实厚度均匀一致。2.4.5、碾压沥青混合料碾压初温度不得低于110℃，但不高于140℃25 ，首先采用轻型钢轮压路机或振动压路机进行初压，由边向中、由低向高顺序静压二遍，碾压速度为1.5—2Km/h，初压后检查平整度和路拱，必要时应予修正。复压紧接在初压后进行，碾压速度为5K米/h，碾压遍数经试压确定，一般不小于4—6遍。终压紧接在复压后进行，终压采用双轮钢筒式压路机碾压，碾压速度为2.5—3.0K米/h,碾压终了时温度不得低于70℃。最后路面应无轮迹。碾压纵向进行，由低向高慢速均匀的进行，相邻碾压带应重叠至少30厘米。碾压时，压路机不得中途停留、转向或制动，当压路机来回交替碾压时，前后两次停留地点应相距10米以上，并应驶出压实起始线3米以外。压路机不得停留在温度高于70℃的已压实的混合料上，同时应防止油料、润滑脂、汽油、柴油或其它杂质在压路机操作或停放期间落在路面上。在压路机碾压不到的地方，可用振动夯板进行充分压实。面层碾压成型后，派专人负责维护。沥青砼铺筑温度见下表作业工序常温(℃)到工地110～130摊铺100～120碾压80～100碾压终了40～60找补>70施工时应掌握和控制好三个阶段的温度，并做好测温记录。碾压速度见下表压路机类型碾压速度（Km/h）初压复压终压钢筒式压路机1.5～2.02.5～3.52.5～3.5振动式压路机1.5～2.0（静压）4.0～6.0（振动）2.0～3.0（静压）25 3、砖砌排水沟3.1、砌筑前检查基础尺寸、中线及高程，合格后且混凝土强度达到1.2N/mm2，方可开始砌筑；3.2、先按标准图测定外露面边线及内面边线，并立好线杆挂线；3.3、采用分段砌筑时，相邻高差不得超过1.2米；3.4、砌筑工作中断时，要留阶梯形茬，并将已砌好的空隙用砂浆填满，再砌筑时，表面要清扫干净，洒水湿润；3.5、勾缝或抹面前将墙面黏结的砂浆、泥土及杂物清除干净，并洒水湿润墙面；3.6、钢筋混凝土盖板安装前，检查盖板的外观质量，核对出厂合格证及相应的钢筋、混凝土原材料检测试验资料，符合设计规定，方可使用；盖板安装前，将墙顶清扫干净，洒水湿润，再铺砂浆安装盖板；盖板就位后相邻板底错台不大于10mm，盖板端部压墙长度的允许偏差是±10mm；板缝及板端采用水泥砂浆填抹密实；盖板就位后将吊环卧平。六、技术管理措施组织所有施工管理人员和技术人员认真学习图纸，学习有关规范、标准及工艺操作规程，了解本工程的设计意图、施工特点和特殊工序要求，建立技术管理体系，保证技术工作的顺利进行。1、测量管理措施1.1、组织机构：项目经理部设测量负责人及现场测量负责人。1.2、仪器配备：按测量器具配备表配备。1.3、测量措施在与甲方、勘测设计单位接桩后，对在本施工范围之内的桩位（包括导线点、水准点等）进行必要的保护，并及时做好导线复测与导线点的加密，水准点的复测和加密等控制测量工作。1.3.1、在建设单位的主持下，主任工程师和专职测量员会同勘察、设计单位在现场办好交接桩手续，并及时进行复验。25 1.3.1、测量人员及时妥善保护好各种标桩，认真复测并报公司技术部复验，定期巡视标桩保护情况。1.3.2、坚持测量复核、步步有校核的原则，所有测量操作和内业计算资料必须复核。在施工过程中，及时对重要部位进行位置和高程的测量复核，一并填写《测量复核记录》，存档保存。1、施工试验管理措施2.1、在主任工程师的领导下，项目部设专职试验员，以加强施工物资试验管理工作。对进场的水泥、路缘石、石灰、石灰粉煤灰砂砾、沥青混合料等，要按进场的批量取样复试，及时收集原材料成品、半成品的合格证、检验报告等出厂质量证明文件，作好各种试块、试件和材料的复验工作，不合格的坚决退货，杜绝在工程上使用。并将试验资料及时交资料员整理。2.2、试验管理措施2.2.1、各种原材料取样及时准确，并要按规定做见证取样。2.2.2、各种试验资料及时收集整理，作好各种试验台帐。2、技术节约措施3.1、强化工程质量管理，加强半成品及成品保护，减少返工、返修损失。在施工过程中就消除不合格因素及产生不合格品的原因，以工作质量来保证工程质量，进而降低处理不合格品的支出。3.2、加强工程计划管理，由项目经理部统管材料、机械、人员的进场、出场，合理使用机械、人员，减少重复进出场费用。材料员要注意对进场材料的保护，按照材料性能分门别类地入库码放，执行限额领料制度，减少材料损耗。3.3、施工过程中，砂浆运输使用容器，路缘石运至砌筑地点要码放整齐，沙子和其它散料要随用随清，不留底料，工人操作要做到活完料净脚下清。施工现场设垃圾站，及时集中分拣、回收、利用、清运，施工现场剩余的料具要码放整齐并及时清退。3.4、施工现场要注意节约用水、用电，消灭长流水和长明灯。25 七、施工质量管理体系及控制措施1、质量方针和目标1.1、质量方针：质量为本，让顾客满意；精心施工，创名牌产品；科学管理，赢最佳信誉。1.2、质量目标本工程要求工程质量目标为优良工程。如我单位中标，我单位确立了本工程的质量目标是：杜绝一切质量事故，消除一切质量隐患，确保工程在竣工交付业主使用时，工程鉴定面100%，单位工程合格率100%，工程优良率在85%以上，保证达到优良工程。我们在施工过程中，要严格遵守市政工程施工技术操作规程、质量检验标准及评定标准。2、施工质量管理体系及控制措施建立工程质量管理保证体系，树立全员意识。成立工程质量监督小组，负责具体工程质量监督，经理部设专职质量员1名，施工队设兼职质量员负责检查工程质量，规范各施工环节和施工岗位，使参施各部门、岗位运转和谐统一，获得最佳管理秩序和效果。坚持质量检查制度，项目部质量组长每周组织有关人员进行一次质量检查，质量员做到每日控制，当天完成的项目当天检查，随时注意质量动向，发现问题及时解决，质量员有权对违章施工人员给予停工及按公司有关规定进行处罚。工程质量与经济挂钩，实行优质优价，具体办法按公司有关规定执行。严格质量记录管理，施工记录及检查记录及时收集整理，相关验收检查与工程进度同步进行。及时分析总结。定期或不定期召开质量分析会，总结经验和不足，并随时改进。25 2.1、质量管理体系框图项目经理主任工程师质量负责人技术负责人技术质量部试验负责人工程部设备材料部测量负责人经营财务部停车场工程施工队道路工程施工队建立质量管理体系，由项目经理、主任工程师、质量部长、技术部长、工长、施工班组的专职质控员组成，质量管理体系对工程分部、分项工序有否决权。2.2、加强人的控制25 把人的控制作为全过程控制的重点。对项目管理人员，要根据职责分工尽职尽责地做好本职工作，对不合格的管理人员及时调整。在编制施工计划时，全面考虑各种因素对工程质量的影响和人与任务的平衡，防止造成人为事故。2.1、加强施工生产和进度安排的控制会同技术人员合理安排施工进度，在进度和质量发生矛盾时，进度服从质量；合理安排劳动力，科学地进行施工调度，加强施工机具、设备管理，保证施工生产的需要。2.2、严格检查制度，所有施工过程都要按规定认真进行检验，未达到标准要求的必须返工，验收合格后才能转入下道工序。2.4.1、检：操作工人在施工中按检验批进行质量验收检验，并由施工队专职质控员进行复核，合格后填写自检单，保证本班组完成的检验批达到质量目标的要求，为下道工序创造良好的条件。2.4.2、互检：在自检满足要求的基础上，项目专业质控员会同有关专业技术人员进行复查，合格后报项目监理部验收。检查中要严格按质量标准进行要求，一切用数据说话，确保分项、检验批工程质量。2.4.3、交接检：各分项、检验批或上道工序经互检合格后，组织上下工序专业技术负责人进行交接验收，并办理交接验收手续。2.3、加强成品保护，指定专人负责，防止后道工序损坏或污染前道工序。3、质量通病及其防治3.1、碎石结构层摊铺时粗细料分离预防措施：1）如果在装卸运输过程中出现离析现象，要在摊铺前进行搅拌，使粗细料混合均匀后摊铺；2）如果在碾压过程中发现有粗细料集中的现象，要将其挖出，分别掺入粗细料搅拌均匀，再摊铺碾压。3.2、沥青结构层松散掉渣预防措施：要掌握和控制好三个阶段的温度，并要有测温记录。沥青混合料是热操作材料，应做到快卸、快摊铺、快碾压的“三快”施工方法；要注意对来料的检查，发现有加温过度材料或拌和不均匀材料，都不能进行摊铺；对小面积掉渣麻面要进行处理，可在局部薄喷一层沥青，再用筛子筛细料洒匀压实。.3.3、检查井周围路面下沉25 铺油前，将井圈周围混合料刨除，浇筑一圈C30水泥混凝土，浇注高度由路床至面层油底部。铺下面层油时，井筒采用与其同大的厚钢板覆盖，高程略低于该层油面，并适当标记，防止丢失，铺筑时摊铺机一次拉过，待压实后人工将井位刨出。铺表面层油前，应及时准确地将井盖涨至该层油面高度，铺油后，及时用热墩锤将井盖周围夯实。八、现场管理措施1、安全施工措施1.1、安全施工措施建立健全安全组织机构，并配备合格的安全员，本着对工程、企业和职工负责的精神，制定安全管理措施，确保达到“北京市文明安全工地”标准。1.1.1、经理部设项目经理直接领导下的专职安全保卫员，负责教育进场的工作人员，建立安全检查体系，定期和不定期地进行安全检查和适时招开安全工作会，认真贯彻执行安全生产法规和规章制度，组织有关人员按照规定参加安全教育培训，建立安全制度，进行安全教育，提高全员的安全意识，建立安全奖罚制度，杜绝违章作业、杜绝死亡、减少轻伤、重伤。1.1.2、加强现场安全管理，杜绝违章施工。如发生工伤事故、重大未遂事故，要保护好现场同时上报主管部门，以便解决及分析，吸取教训，杜绝再次发生。1.1.3、认真开展班组与班组之间无事故活动，经常互相交流经验，达到全年不发生死亡、重伤等人身和机械事故。施工现场加强安全防护达标管理，做到文明施工，提高全员素质。1.1.4、专业人员必须配备劳动防护用品。1.1.5、经常对施工现场进行不安全因素检查，消除火灾隐患。1.1.6、施工人员进入施工现场时进行三级安全教育，教育率达到100%。1.1.7、25 土方开挖前探明地下交叉管线，开挖过程中派专人监视沟槽情况，防止发生意外事故。1.2、安全体系框图安全保证体系方案编制安全制度组织机构临时用电安全分项工程安全支撑系统安全进场教育安全交底项目经理班组安全员专职安全员安全管理小组安全检查现场安全检查工伤事故纠正措施1.3、施工过程安全措施1.3.1、道路碾压时，应设专人看护指挥，跟碾刷油作业人员不要倒退随行，应跟在碾后涂刷。1.3.2、铺设沥青砼时，施工人员要穿戴好安全防护用品，要尽量站在上风头处摊铺、倒料，以免烫伤和有害气体的侵袭。1.3.3、修补沥青砼烧烤烙铁的火箱，属明火作业，应选择远离易燃物品的地方放置，或清除火箱燃烧地点四周危险区域的易燃物，并在现场准备好简易消防器材，设专人看火，遇有风天气应在火源四周用阻燃材料(石棉瓦、瓦楞铁等)封闭遮挡，以防不测。1.临时用电管理措施2.1、加强施工用电管理，对施工人员进行安全用电教育。2.2、现场各种用点设备未经检查合格不准使用，使用中的设备要保持正常的工作状态，严禁带故障运行。25 2.1、露天使用的用电设备要搭设防雨罩，凡被雨淋、水淹的用电设备要进行干燥处理，经检验绝缘合格后方可使用。2.2、配电箱必须坚固、完整、严密并加锁，箱门上涂红色危险标志，箱内不得有杂物。2.3、使用电器设备前，由电工进行接线运转，正常后交给操作人员使用。2.4、凡使用或操作电动机械的专业人员人员必须身体健康、精神正常、责任心强，并要对其进行安全用电的技术教育，了解电气知识，懂得其性能，正确掌握操作方法，在操作过程中要按规定穿戴绝缘鞋和防护用品。2.5、工作结束或停工一小时以上，要将开关箱断电上锁，保护好电源线和工具。1.消防保卫管理措施消防安全管理领导小组：组长：项目经理副组长：生产副经理、安全员组员：施工员、班组长3.1、施工现场必须坚持“预防为主、防消结合”的工作方针，认真贯彻《中华人民共和国消防法》和北京市人民政府、消防局、公司对消防工作的指示精神，逐级落实防火责任制，利用多种形式对群众进行广泛的宣传教育，做到人人重视消防工作。3.2、加强现场明火作业管理，严格用火审批制度，并有书面安全防火技术交底，明火作业必须派专人看管并备有足够的灭火器材。3.3、消防保卫工作必须纳入生产管理议事日程，要与生产同计划、同布置、同落实、同评比。3.4、现场消防保卫人员有权制止一切违反规定的行为，对现场处理不了的有关治安问题，要及时向上级有关部门请示汇报。3.5、以现场施工便道为消防通道，保证消防通道的畅通。3.6、使用电器设备符合技术规范及操作规程，严格防火措施，施工作业用火时必须持有用火证。25 1.文明建设管理措施4.1、进入施工现场前，对施工人员进行文明施工教育，做好后勤准备工作，保证办公室、宿舍、食堂、厕所搭设整齐，并派专人打扫卫生，统一管理，满足绿色环保要求。4.2、施工现场使用的锅炉、茶炉、大灶等全部采用煤气灶，坚决不用污染环境的烟煤等燃料。4.3、注意减少扬尘污染和噪声污染，施工垃圾集中堆置，统一处理，加强管理。4.4、现场堆料、码放构件均在规划区内，且应堆(码)放整齐。每星期一次把堆积在工地上的废物、垃圾、水泥袋等杂物清除干净，使工地经常保持整洁。4.5、现场施工设施工指示牌、导向标志、夜间指示装置。4.6、施工中噪音要严格控制。机械车辆使用过程中，尽量不要鸣长笛，进场的施工机械尽量选用噪音小的，对噪音较大的机械，要尽量安排在白天施工。4.7、严格控制作业时间，晚22：00至次日早6：00不作业，特殊情况需连续作业时，要按规定办理夜间施工证。夜间施工时，注意不要大声喧哗、吹口哨等，搬运材料要轻拿轻放。卸料后的自卸汽车不得擅自起半卸油渣，剩余的油渣，必须撤到专用的铲车内，以确保底面层的清洁。生产、运输过程中产生的废弃油渣、废料运送到指定弃土点。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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