某道路施工组织设计

'一、编制说明（一）编制依据1、施工现场踏堪及调查情况2、我单位现有的技术水平及可调动的施工队伍和机械设备3、我单位近年来积累的施工经验、科研成果。4、《公路桥涵施工技术规范》JTJ041-2000《城镇道路工程施工与质量验收规范》CJJ1-2008《给水排水管道工程施工与验收规范》GB50268-20085、设计文件（二）编制原则1、确保工期的原则根据工期要求编制本桥的施工计划，并以此为前提配备机械设备、劳动力、材料等，确保工期目标的实现。2、优化施工方案的原则严格按照工程工期的要求，结合本工程的实际情况，优化施工方案。积极推进技术与管理创新，确保工程质量和施工安全，努力降低工程成本。3、均衡生产，突出重点的原则根据工程特点点，在合理安排工期，搞好工序衔接。在施工组织上优先安排，在现场管理，施工技术和物资材料供应方面重点保障，科学组织施工。4、统筹兼顾，因地制宜，合理安排，灵活机动的原则。结合施工实际，合理安排施工工序和施工现场，优化施工方案，正确处理施工建设与环境保护的关系，减少施工对当地环境以及周围群众生活的影响，保护好生态环境，搞好安全文明施工，不占或少占耕地。5、确保施工安全的原则制定切实可行的安全１７ 技术方案和工艺安全措施，定人定岗定职责，确保施工安全和人身安全，做到万无一失。二、工程概况及其特点（一）工程位置及简况太公二路的道路等级为城市主干路，本工程起点为青岛路，终点为碧海路，道路长度2083.968米。路面结构设计年限为15年。道路横断面宽40米，由中线向外侧依次为：7米车行道+5米绿化带+3米非机动车道+1.2米绿化带+3米人行道+0.8米外侧绿化带。路面结构自上而下依次为：4cm细粒沥青混凝土、5cm中粒沥青混凝土、32cm水泥稳定碎石（两层）、18cm水泥稳定土，非机动车道结构自上而下依次为：4cm彩色强固透水混凝土面层、14cm强固透水混凝土素色层、20cm级配碎石垫层。排水管道采用混凝土管道，新建雨水管道位于绿化带下；现状雨水管道改为污水管道。（二）工程特点本工程工期要求7月1日完工，工期紧任务重，需要投入较多的人力和机械加班加点确保工程顺利竣工。三、施工管理方案（一）施工管理目标1、施工管理安全目标建立安全保证制度，认真落实，消灭由于施工原因引起的一切安全事故，杜绝人员伤亡事故。2、质量管理目标根据设计要求，依照国家、建设部及山东省现行的技术标准、规范、规程等，高起点、高标准、严要求，采取有力措施，确保一次验收合格，工程质量达到优良标准，满足业主对各项工作的具体要求。（二）施工组织机构为保证工程的顺利实施，根据本路１７ 的特点，配备业务能力强，经验丰富的管理人员和工程技术人员组成项目经理部。做到责任到人，分工明确：项目经理：项目总工：施工队长：技术员：质检员：材料员：施工员：资料员：测量员：安全员：（三）施工管理职责要求施工队按照项目部编制的实施性施工组织设计进行本工程的实施，实施过程中，由项目部负责指导、监督和检查。严格按照项目部制定的质量、安全、工期等各项保证措施组织实施。工程施工中，施工队在人力、物力、技术上将保证合理配置，切实加强质量控制，严格执行质量标准，确保工程创优。四、施工组织（一）施工准备和临时工程1、施工准备（1）施工项目准备工作A、认真学习国家各种纪律、法规，建立健全内部各种规章制度；B、组织管理经验丰富的领导、技术人员和施工力量，强化技术工人的技术培训；C、对全体人员进行培训和动员，介绍本工程１７ 的情况和特点，以及施工安排，让每一个参加施工的人员明确工程的质量、工期、安全目标，明确自己所负担工作的内容和要求。（2）技术准备工作A、认真学习设计文件，设计交底和技术规范。B、根据现场实际情况，核实工程数量，按工期要求、施工难易和人员设备、材料的准备情况进行合理的施工安排。C、设置专职资料员，配备施工需要的检测仪器和设备，按监理工程师的要求，建立施工技术档案。（3）施工材料准备工作人员进场后，立即协同监理工程师对工程所用原材料进行试验检测，对合格材料立即组织备料，为工程的开工做好准备工作。（4）临时工程准备工作根据施工的需要，本着因地制宜，精打细算的原则，设置临时设施，做到现场“三通一平”。（5）施工机械的准备工作根据施工进度安排合理配置机具的进场计划，使用前进行调试工作，确保机械性能良好，挖掘机、装载机、吊车等全部采用市场租赁形式使用，签订施工机械使用租赁合同。该工程的混凝土采用商品混凝土，由市政混凝土拌和站提供。2、临时工程（1）临时用电与当地电力部门联系，采用距离施工现场较近的变压器接入配电箱使用，该变电器为315KVA型变电器，能够满足工程最大用电量的要求。临时用电接入施工现场后在施工现场再设置一个主配电箱，各用电设备处设立分配电箱和漏电保护开关箱达到临时用电的三级保护，确保临时用电安全。（2）施工用水１７ 在施工现场设置一蓄水池，从施工地点处的自来水管网中引用自来水，保证施工用水的供应。（二）资源配置及组织1、施工人力部署根据工程的特点，结合我队的实际情况，计划组织30人进入到现场施工。其中木工2人，砼工2人，振捣工1人，模板工5人，管道工12人；机械操作手3人，修理工1人，电工1人，技术人员2人，测量员2人。2、机械设备投入计划：为保证工程总体施工计划的顺利进行，确保工期，选用精良的施工机械设备进入现场，做到配套、组合合理，数量以满足工程质量和进度的标准为原则，并考虑足够的备用量投入计划见下表：机械一览表机械名称数量机械名称数量摊铺机2台220型挖掘机3台16T吊车1台自卸翻斗运输车3辆25T吊车1台压路机2台30型装载机1台双桥车4辆50型装载机1台3、主要材料供应安排及计划根据工程特点，工程进度及现场的需求，对水泥、砂、管道、砖等用量较大的材料。进行一定的存储，以保证施工顺利进行。在材料供应上，材料在进入施工现场后立即进行材料试验，在试验合格后方能在工程中使用。砂、砖、等材料均从当地选取，试验合格后才能用于工程中。各种材料的进货数量均按设计数量加损耗量进行预定。五、施工技术方案路基施工与排水施工的协调原则：先进行排水施工再进行路基施工。１７ （一）土方填挖1、施工测量复测并控制施工路线主要控制点，如三角点、导线点等。道路中线、边线及标高复测，均用测量记录表做好记录，并送监理工程师认可。根据业主提供的地下管线资料及现场勘察的实际资料，在路基施工前先探明地下管线布置及走向情况，以保证施工安全。2、场地整理对施工范围内的植物、垃圾、有机杂质的清理，掘除处理及原地面顶部30cm范围内草皮和表土的铲除，并保证所有规定保留或监理工程师指定要保留的植物和保留物使其不受伤害或损毁，无需保留的地表实物如树木、阻碍物等，都必须予以清理或掘除，并运到监理工程师指定的地点堆放。地面积水和地下水的排除，通过纵横向排水沟将水引入城市排水道内排除，并注意维修、保护排水沟道，保证水流畅通。3、挖方所有挖方均应严格符合图纸或监理工程师指定的线向、标高和横断面。开挖过程中若发现土质变化或遇有与提供资料不符的管道，电缆应及时修改施工方案，并报监理工程师批准。由于地质资料不详，若遇坚硬岩层，或挖掘机不能正常作业时，采取静力爆破与液压凿岩机配合作业的方法进行施工，施工前须取得有关部门同意。4、填方基层经监理工程师验收后，开始填筑，分层进行回填，每层回填厚度30cm，并分层碾压，压实度符合设计要求。5、弃方弃方运输，严格按照有关散体物料运输的规定进行，弃土包括垃圾、杂物、腐殖土及不能满足施工要求的土方。１７ （二）排水工程：1、施工工艺流程图施工准备基坑开挖基坑支护管道基础管道主体施工安管抹带浇筑砼或砌砖井闭水试验基坑回填、拆除支撑、拔钢板桩排水支管、近水井安装混凝土级配试验水泥砂浆级配试验混凝土养护2、施工测量测量人员根据设计方案提供的测量控制网和水准点以及图纸确定的排水工程的位置标高进行施工测量放样。首先放出基坑开挖中线及边线，复核无误后报监理工程师检查认可。复测原地面标高，用竹桩每10m一点标出相应开挖位置的开挖深度。１７ 3、沟槽开挖：排水施工时，为加快施工进度，沟槽采用挖掘机开挖，人工清槽，在地下管线不明确处，采用人工开挖。沟槽开挖前认真熟悉图纸，根据土质情况、地下水位，确定挖沟槽断面，采用挖掘机挖土时，预留槽底以上20cm左右底层土不挖，后由人工清挖修整槽底，多余土及不能用于回填的土方及时外调，堆土高度及距离边缘距符合安全规定。地下水采用集水井排出，防止槽底受泡扰动。4、管道基础、安装、包固：钢筋混凝土管道设计为120度混凝土基础。砼采用市政材料处的商品砼。在浇注砼基础时，先浇筑平基砼，养护达到要求后用25T和16T吊车机械下管，专人指挥，确保安全。下管后稳管、调整高程及中线，验收合格后抹带，抹带处表面要凿毛，然后按规范要求分层抹带，并及时用地膜覆盖并洒水养护。包固前平基础表面凿毛，并冲刷干净，然后在管基两侧同时浇灌包固混凝土。混凝土表面的浇筑要求支模牢固，振捣密实，无大的蜂窝麻面。5、沟槽回填：管道隐检合格后，回填前先将槽内杂物、积水清理干净，首先回填天然砂砾至半管，再用麻饼土回填，如原沟槽土不合格，征得甲方同意后调进好土回填，两侧均匀回填，因沟槽回填方较大，雨水管道以下采用人工分层回填，分层厚度不超过30cm，回填砂应灌水密实，回填麻饼土整平后夯实，以上部分尽量采用机械分层回填压实的办法加快进度。6、砌井：砌井前，砖材浇水润透并保证垫层的铺设到位。两面抹灰。采用机制砖，要求尺寸均匀一致，边角整齐，无翘起与断裂并有出厂合格证明。7、质量检查：１７ 排水管道检查项目：项次检查项目允许偏差（mm）检验方法1中心位移≤10用尺量，每两井间2点2管内底高程±10用水准仪测量，每两井间2点3相邻管内底错口≤3用尺量，每两井间检查3点检查井、及进水井检查项目项次检查项目允许偏差（mm）检查方法1井室尺寸长、宽±20用尺量，每座计2点直径2井筒直径±20用尺量，每座计2点3井口高程±5用水准仪测量，每座计1点4井底高程±10用水准仪测量，每座计1点5踏步安装±10用尺量取最大点，每座计1点回填土每层虚铺厚度压实工具虚铺土层厚度（mm）木夯、铁夯200～250蛙式夯、火力夯250～300压路机250～400振动压路机300～450回填土压实标准回填土部位压实度（％）（轻型击实法）胸腔部分≥95管顶以上250mm≥87１７ 管顶250mm以上至路面≥95（三）道路工程施工准备测量放线路基整平、碾压水泥稳定层施工养护稳定层级配试验安装路缘石沥青混凝土摊铺道路工程工艺流程图：1、路基（1）、测量放样（2）、路堑开挖挖土前先做好地面排水设施，采用挖掘机根据实际情况按横挖法或纵挖法施工，开挖时按设计断面有次序地分段自上而下地进行开挖土方，挖至设计路基标高，清除基底杂物，初步整平基底。连接结构物的路基施工时，采用静力压路机压实，以确保不危害结构物的安全与稳定。（3）、碾压、整平在回填好土方后，压路机碾压前，根据测量人员放出的路基标高，用人工进行路基检平，检平时预留10cm土层作为碾压的预沉高度。用振动压路机碾压，碾压时横向接头的轮迹，重叠宽度为40～50cm，前后相邻两区纵向重叠1～1.5m１７ ，碾压时做到无漏压、无死角，并确保碾压均匀。碾压时，先压边缘，后压中间；先轻压，后重压。压实作业时，用人员配合平地机充分整平并压实，以保证被压实路基各层均匀性及表面的平整度符合验收规范。路基成型后，验收合格，填写隐蔽验收工程单，经监理工程师验收合格后进入下一道工序施工。（4）、雨季施工及质量控制①雨季施工本工程的施工工期较紧，如遇雨天，将直接影响到路基土的含水量，若土的含水量过大，超过最佳含水量5％时，增大压实功能会出现“弹簧”现象，为保证压实度，采取以下几种措施：施工前制订详细土方施工计划，合理安排人力、物力，力争在非雨天多投入设备和人力，加大工作时间。下雨时，不进行压实作业。在开挖沟槽和路堑时，预留排水沟，设集水坑，准备好抽水设备。施工时，保证将路基表面的平整度和横坡符合验收规范的要求，以确保雨天路基不积水。路基如出现“弹簧”现象，则进行换土处理。在确定压实标准时，最大干密度用室内标准的重型击实实验法求得。压路机行驶速度规定：振动压路机为3～6km／h，碾压开始用慢速，随着土层的逐步密实，速度逐步提高。②质量控制压实设备根据设备性能和压实试验确定，并由监理工程师批准。通过土工试验，确定路基土的最佳含水量，最佳干密度，土的力学性质指标。路基允许偏差项目压实度允许偏差检验频率检验方法压实度≥95（重型击实）1000m2每层检3点环刀法，每侧计1点路床允许偏差序号项目允许偏差检查频率检验方法1中线高程±20mm每20m检1点水准仪测量2平整度20mm每20m检3点用3m直尺量取最大值１７ 3宽度0～200mm每40m检1点用尺量4横坡±20mm,±0.3％每20m检6点用水准仪测量2、基层摊铺：基层为18cm、5％的水泥稳定风化土基层加32cm水泥稳定碎石基层（两层），均采用拌合站拌合，斯泰尔运输，摊铺机摊铺。使用18～21t压路机碾压，碾压遍数不少于6遍，头两遍的碾压速度控制在1.5～1.7km／h，以后用2.0～2.5km/h的速度碾压。由两侧向路中碾压，先压路边二三遍后逐渐向中心。纵坡较大的路段，由低处向高处碾压，随即检测横断面及纵断面高程。碾压过程中设置施工警示牌，确保不让机动车在上面调头、转弯、刹车，以防表面松动。碾压至表面平整、无明显轮迹，或轮迹深度不大于5mm，压实度≥设计要求。若碾压中局部出现“弹簧”现象，立即停止碾压，待翻松晾干或处理后再压，若出现推移则适量洒水、整平压实。分段进行施工，衔接处留一段不压，供下一段施工回转机械之用。接缝施工时，将前一段施工末端的斜口铲除，使稳定层端头面与路床垂直，再进行下一段摊铺；或预留50cm不碾压，待连接铺筑后一并压实。并对稳定层进行质量验收，并填写隐蔽工程质量验收单，经监理工程师验收合格后方可进入下一道工序。3、安装路缘石测放出道路中线和高程后，引出侧石后边桩，桩距为10～15m，路口转弯处为5m，并在边桩顶上测放出高程，令边桩顶即为侧石顶标高。挂线，然后在基层座上水泥砂浆，铺上侧石，经校核边线及高程无误后施工侧石后座，固定侧石，然后向前铺砌。铺制平石的铺筑方法同侧石，施工时注意侧石与平石的接缝须互相错开，缝宽为1cm，用1：2水泥砂浆勾缝。１７ 六、质量保证措施体系及措施（一）、质量目标做到外观美观，混凝土强度完全合格。整个工程质量保证达到优良标准。（二）、组织保证措施工地设质检员、资料员各一名，负责工程施工过程中的跟踪控制，过程检验和各工序的自检自查工作，并搞好工程施工日志记录，资料的整理。制度保证体系建立各级质量责任制开展QC小组管理活动定期开展有针对性的质量教育活动定期开展质量大检查及奖励相结合的质量评比，实施奖优罚劣的验收计量制度不定期进行质量分析会质量维修制度（三）、制度保证体系图（四）、施工质量技术保证措施：1、各种检验按现行规范及有关规定进行；2、严格按照审定的施工组织设计组织施工；3、坚持执行试验制度；4、落实对各种施工材料的管理及进场检测验收制度；七、雨季施工安排及保证措施1、施工过程随时掌握天气变化情况，做好现场的防护工作，确保工程质量和财产不受损失；１７ 2、做好拌和场及施工现场的临时排水设施，保证场内不积水，并配备足够的防雨布，材料用防雨布覆盖。3、生产期间尽量避开下雨天，一旦碰上，用足够的防雨布遮掩正在施工的混凝土，避免遭受雨淋。4、备足工程材料，以防止雨季发生中断交通后，工程材料难以保障而被迫停工。5、雨季开挖基坑时，要防雨、防洪，下雨时用蓬布遮盖基坑，不让雨水下至基坑内，同时，基坑四周设土堰挡水。八、夜间施工安排及质量保证措施由于工期安排不可避免出现夜间施工的情况，对此作如下安排：1、建立夜间值班制度，做好组织和技术交底，配备足够的资源，确保施工顺利进行；2、做好现场的照明工作，保证施工现场有足够的照明亮度和照明范围；3、管理人员跟班作业；4、做好夜间施工的后勤保障工作。5、做好夜间施工的环境保护工作避免光污染和噪音污染。九、安全保证体系及措施（一）安全目标本工程的安全目标是：消灭一切施工引起的事故，杜绝重伤以上的人身伤害事故。（二）安全保证体系施工过程中，成立强有力的领导班子，建立健全安全保证体系，领导挂帅，全员参加，安全员具体负责，根据工程特点建立安全岗位责任制，明确分工，责任到人。（三）安全保证措施，1、树立“安全第一”１７ 的思想，抓生产必须抓安全，以安全促生产。项目部成立以项目经理为首的安全领导小组（见安全保证体系图），配备专职安全工程师，负责全面的安全管理工作；对建立健全安全领导小组，配备专职安全员，负责各项安全工作的落实。驻地管理人员一律配证上岗，配证内容有姓名、职务和本人照片。2、建立健全安全生产责任制，从项目经理到生产工人，明确各自的岗位责任，各专职机构和业务部门要在各自的业务范围内对安全生产负责。3、加强全员的安全教育，使施工人员加强自我保护意识，严格按照安全操作规程进行施工操作。对各个工序和工种经常存在安全隐患提前进行预防，确保各个工种的工人的人身安全。4、用电安全措施；对施工用电做到安全标识明确，对存在的用电安全隐患提前进行预防和保护。全力做好漏电安全保护工作，搞好施工区域内的联防工作。十、文明施工和环境保护措施（一）、文明施工目标计划及组织管理目标为建立我公良好形象，在本工程施工过程中，我公司将按照有关《施工标准化管理》规定的相关内容及相关文件进行设计，确保各项文明措施得以实现。主要根据建设部“一标准三规范”（JGJ59-91、JGJ88-92、JGJ-88），建立以项目经理为主的文明施工管理小组，加强材料、半成品、机械设备的堆放，内运输等工作的协调与控制。现场内容实行分片区包干制度，划分管理区域，规定职责范围，工长、班组长分别为所管辖区域操作及操作点的负责人，定期组织检查评比制定奖罚制度，切实落实执行文明施工细则及奖罚制度。（二）加强计划管理认真编制月、旬施工作业计划。1、做好总平面管理工作，经常检查执行情况。2、认真填写施工日志，施工原始记录。建立单位工程工期考核记录。3、加强成品、半成品保护，制定保护措施。（三）加强现场技术管理１７ 1、施工必须按照设计图纸、施工组织设计和作业指导书进行施工。2、施工前必须进行技术交底。公司技术部门对项目交底，项目对工长交底，工长对作业组的交底都必须得到认真执行。3、分项工程严格按照标准工艺施工。（四）加强现场材料管理1、施工必须按照设计图纸、施工组织设计和作业指导书进行施工。2、严格按照施工平面布置图对方原材料、半成品、成品及料具，材料堆放要挂名称、品牌、规格牌。3、各种成品及半成品必须分类按规格堆放，做到妥善保管使用方便。4、现场仓库内外整齐干净，怕潮、怕晒、怕淋、易碎、易燃物品应入库保管。5、严格执行限额领料、材料包干制度。做到工完场清，余料堆放整齐。6、现场各种材料要做到帐物相符，并有质量证明，证物相符。（五）施工现场管理制度现场加强场容管理，使现场做到整齐、干净、节约、安全、施工秩序良好。施工现场要做到“五有”、“四挣三无”、“三好”及现场布置，做好“四整平”。现场施工道路必须保持畅通无阻，保证物资的顺利到场。要及时清理施工垃圾。由于工程量大、周转材料多，施工垃圾也较多，必须对施工现场的垃圾及时清运。施工垃圾清理后集中堆放。集中的垃圾应及时运走，以保持场容整洁。十一、施工进度安排（见施工进度横道图）十二、施工平面布置（见总体平面布置图）１７ 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