丹东路道路施工方案

'一、编制依据1、高区丹东路（水塘段）道路工程施工招标文件2、高区丹东路（水塘段）道路工程施工图；3、高区丹东路（水塘段）道路工程施工招标过程中有关问题答疑；4、本合同段工程所经地区的地形地貌、地质、水文状况、交通及工程特点；5、对本工程施工所需水、电、路及地材资源的调查情况；6、交通部颁发的现行各种公路工程设计、施工技术规范、规程及验收标准；7、根据招标文件，结合现有的施工管理能力、技术特长、机械装备及以往工程的施工实践和生产经验等情况。二、工程总体说明1、工程概况本工程为威海市丹东路（水塘段）道路工程，总长120米，施工内容包括：路基、路面等。道路等级为城市道路次干路二级标准，道路红线宽度为30米，设计行车速度40Km/h，路面结构类型为沥青混凝土路面，设计使用年限15年。主要工程量包括池塘回填1处、水泥稳定碎石基层4214平方、水泥稳定风化料2191平方、沥青砼面层1999.7平方、人行道块料铺设636平方、拆除路面1203平方等。2、施工条件2.1交通条件：本项目地处威海市高区，道路交通方便，为工程所需材料运输提供了便利的运输路线，可使材料直接运到施工现场。2.2水电供应：沿线大部分路段有丰富的河溪、沟、渠、水库等水资源，水质良好，无腐蚀物质，可满足工程和生活就近用水，使用前应进行检测；该区域电力供应不是太充足，可配合电力公司在道路沿线设置电网，另配备50KW、30KW的发电机组各一台备用。2.3筑路材料：本工程所有材料均由承包人自行采购。本路段填筑材料较为丰富，种类全、储量丰富，运输条件良好，各种筑路材料可以利用便利的陆运到达工地现场。石料：本地区附近石场开采方便，适宜用汽车或拖拉机运输；砂料：本工程区域盛产中、粗砂，施工前可与监理共同选择砂料合格的砂场进料，施工中应加强检验。 3、工期响应招标文件的要求，2010年5月1日开工，2010年6月20日竣工，三、设备、人员动员周期及设备、人员、材料运到施工现场的方法1、设备、人员动员周期1.1施工动员中标以后，立即进行开工动员，由项目经理召集各科室和施工队进行施工动员，再由各科室和施工队长对其管辖范围的管理人员，施工作业队班组长专业施工人员进行施工动员，讲述本标段工程概况和工程施工特点和注意事项；明确本项目的质量目标，强化质量意识。1.2人员设备组织合同签订后5日内由经理部组织技术人员10人，技工15人，普工30人及部分设备运入施工现场，进行施工现场调查、临时工程建设、路线的复测放样、施工用原材料质量鉴定、施工技术准备、施工方案方法编制等工作；在以后的1周内完成开工初期路基施工所需的设备、材料、人员的进场工作，具备开工条件，并着手联系拌和、预制场的设置工作。初期进场的各类人员总数70人，进场机械设备25台（辆）。2、设备、人员、材料到施工现场的方法设备、人员经公路到达施工现场，设备以公路运输为主，大量的原材料本着质优、经济、合理、就近、便利的原则，拟在当地购买，用汽车自料场运输到现场。四、施工总体布署1、施工组织管理1.1施工组织机构为确保在合同工期内优质、高效地完成施工任务，在进场后，成立工程项目经理部，实行工程项目责任制，工程项目经理负责本工程的具体组织与实施，工程项目经理部实行项目经理负责制；公司对本工程的施工管理通过工程项目经理部来实现。项目经理部负责履行下列主要职能：（1）对内全权代表法人、按计划组织施工，做好各项管理工作。 （2）组织指挥各部门和施工队伍严格按照设计文件、施工规范和施工组织设计进行施工，确保优质、按期完成施工任务。（3）与业主和监理工程师及时联系，并向业主和监理及时汇报工程进展和工程质量等情况，同时执行业主和监理工程师指令，搞好技术计划、计量和竣工验收工作。1.2拟为本合同工程设立的施工组织机构框图见附表。1.3人员配备：根据工程特点，项目经理部配备管理人员8名，中高级工程师3名，施工人员高峰期70人，各队人员实行弹性编制，各队均设技术员1～2名，高级技工、技工、技术工人若干名。2、施工总体部署2.1组织布署项目经理部下设二个专业性施工队：路基施工队、路面施工队；路基施工队负责全线段路基土石方挖填、排水和防护工程的施工，路面施工队负责全线路面的施工。2.2主要施工机械设备部署为保证本合同段工程按期完工，保证工程质量达到合格标准，拟投入本工程的主要设备37台（套）。主要机械有挖掘机8台、推土机3台、装载机2台、压路机2台、自卸汽车15辆、洒水车1辆，自动计量拌和机2套，沥青拌和楼1台，配电子计量设备的500强制式搅拌机1台、50千瓦发电机组1套、30千瓦发电机组1套等。2.3进度部署总工期：50个日历天（2010年5月1日～2010年6月20日），争取在进场后，立即着手前期施工准备工作（清理现场、修筑便道、临时设施搭建、测量放样等工作），确保路基土石方工程按计划开工，创造出全局性的施工作业面，为大规模的路基土石方填筑奠定基础。具体开工日期以监理发出的开工令为准，工期提前或顺延。3、临时工程建设 在对本合同现场调查的基础上，结合施工图文件和本设计要求，综合考虑交通条件、工程规模及材料来源，确定临时工程建设及施工总体平面布置。开工后根据工程所在地的地理条件和施工布置的切实要求，向业主提供场地租用、电力搭设等资料，具体规划生活和生产设施场地、施工便道、水电通讯布设等。在业主的协助下，取得地方政府和有关部门的同意后，对临时工程设施作出设计，绘制施工总体平面布置图及编写必要说明，报监理工程审查批准后实施。五、分项工程的施工方案本合同段工程项目为路基土石方工程、路面工程、人行道工程。1、路基土石方工程（详见水塘回填施工组织设计）2、路面工程2.1项目与数量：水泥稳定碎石基层4214平方、水泥稳定风化料2191平方、沥青砼面层1999平方、人行道块料铺设636平方、拆除路面1203平方等。2.2设计要求（1）面层结构设计：4cm细粒式沥青混凝土AC-13F+6cm中粒式沥青混凝土AS-20C。（2）基层：采用16cm厚水泥稳定碎石结构，压实度不小于98%，抗压强度不小于3.5MPa,厂拌机铺。（3）底基层：采用18cm厚水泥稳定风化石结构，厂拌机铺，压实度不小于97%，抗压强度2.5MPa。3、施工方案在开工前，对所需原材料进行检验，在正式路面施工前，先铺筑一段试验段，以验证配合比组成设计和施工工艺的合理性，取得施工所需的压实机械组合、碾压遍数、松铺厚度等技术参数，报监理工程师批准，用以指导下一步路面的施工。3.1水泥稳定碎石基层水泥稳定碎石基层混合料在拌和场集中拌制，用拌和机拌和，再用汽车分运至施工现场由摊铺机摊铺。为确保基层质量，在施工过程中着重抓好混合料的拌和，摊铺，碾压三个环节。①施工放样：在底基层上恢复中线，直线段每15～20m设一桩，并在两侧路肩边缘外设指示桩，进行水平测量，在两侧指示桩上用红漆标记出水泥稳定砂砾基层边缘的设计高，调节松铺厚度，以便平时拉线施工。②水泥稳定碎石 基层配合比控制：提前进行水泥稳定砂砾基层混合料配合比试验，试验方法按照规定的标准方法进行试验，试件在规定的温度和湿度的条件下养生6天，浸水1天，将试验取得的配合比、水泥剂量、最佳含水量提供给现场施工。③拌和：水泥稳定碎石拌制，拌和时将碎石与水泥在搅拌机内先干拌，后洒水湿拌，保证水泥均匀地分散在集料中；水泥的最佳剂量具体由试验确定；为保证混合料的配合比的准确性，水泥和砂砾采用电子计量设备进料；一般含水量控制在超过最佳含水量的1～1.5%左右，以弥补混合料在运输摊铺时水分的散失。④运输：混合料的运输，用自卸车连续不停留地运到施工现场。⑤摊铺：采用摊铺机一次性全副铺筑。⑥碾压：碾压应控制在水泥初凝之前完成。采用YZ-18振动压路机碾压，碾压在最佳含水量下遵循先静压后振压，碾压方向与路中心平行，直线段由边到中碾压，超高段由内到外碾压，保证轮迹重叠1/2的原则，并及时找平控制标高，直到达到设计要求的密实度和顶面标高。⑦接头缝处理：在施工过程中把握好每天最后一段末端缝的处理。在当天基层结束时，将接头压实，等第二天施工时，做成竖直缝，这样可以做到接头平顺。⑧养生及交通管制：成型的基层在7天内洒水保湿养护，并实行交通管制，禁止一切车辆和施工机械在基层上通行。在养生期结束后，立即铺设1cm沥青下封层。3.2沥青面层施工方案面层施工前，先施工一段试验路段，通过试验从而取得面层施工的松铺厚度，碾压遍数、用油量、摊铺速度等各方面数据，并将这些试验结果报监理工程师批准，用于指导施工。对沥青表处面层着重抓好热拌、摊铺、碾压等主要环节，以保证路面优良率。1）下封层施工下封层紧接在基层施工养护期结束表面稍干后浇洒。当基层完工后时间较长，表面过分干燥时，应对基层进行清扫，在基层表面少量洒水，并等表面稍干后浇洒沥青，按设计的沥青量一次浇洒均匀，当有遗漏时，用人工补洒。然后撒铺石屑或砂，经过压路机碾衬。2）沥青表处面层施工① 沥青混合料的拌和：沥青混合料中的沥青、石子、砂及石屑的选料，首先进行各种原材料的分析试验，将合格的材料分析试验数据报监理工程师审批后，进行配合比设计（马歇尔试验），将各种材料合理堆放，不同规格砂石料分仓堆放，同时对砂、石屑等细料要搭棚遮雨。除上述对原材料进行各项指标的分析试验及混合料的配合比试验外，同时还要检测每批进场沥青的针入度、延度、软化点及抽检备料规格、材料质量，沥青混合料拌和用30t/h拌和机拌和。生产过程严格按规范进行，取料及油石比按试验数据控制。②沥青混合料的摊铺：摊铺时，先对已完成基层进行整修、清扫，并沿摊铺路段两侧放样设置基线，按摊铺试验获得的数据进行作业。摊铺采用人工摊铺施工，根据沥青拌和产量和运距，调配当天所需的车辆，摊铺时保证连续工作状态，把停机待料的频次减少到最低限底，以确保沥青混合料的摊铺均匀、平整、连续。③碾压：沥青混合料的压实按初压、复压、终压三个阶段进行，并以慢而均匀的速度碾压。压路机从外侧向中心碾压，相邻碾压带应重叠1/2轮宽，最后碾压中心部分。初压时用8～10t光轮式压路机碾压2～4遍，初压后检查平整度、路拱，必要时予以适当修整。复压紧接在初压后进行，碾压2～4遍，，达到要求的压实度，并无显著轮迹，终压紧接在复压后进行，终压不少于2遍，并无轮迹。碾压时着重控制温度，如初压时温度偏高，混合料易发生推移、起拱，终压难以成型；若初压温度偏低，又使得密实度和表面平整缺陷不易保证。因此，必须掌握最佳碾压温度。初压温度范围为120℃～140℃，终压温度控制在85℃～95℃。在沥青面层施工中要特别注意以下几个问题：严格控制油石比；严格控制沥青混合料的拌和和开放交通温度。拌和温度为140℃～165℃，开放交通在路面冷却后。严格空子碎石料的质量和最大粒径；严格控制平整度、横坡度，经常自检；禁止雨天施工，雨季施工应逐日了解气象预报，施工路段宜在雨前完成各项工序；沥青碎石混合料长距离运输时，应采取保温措施；摊铺时，必须严格控制松铺厚度，施工工序详见表（沥青砼面层施工工艺框图） 3.3侧石施工侧石采用花岗岩路缘石，供货厂家需经建设单位认可。规格、尺寸必须符合设计及规范要求，进场前应对产品的质量进行检测，合格后方可使用。施工时，应核对道路中心线，依次丈量出路面边界，进行边线放样，定出边桩，并按路面设计纵坡与侧石纵坡相平行的原则，计算出侧石的顶面标高，定出其顶面标高，放出施工控制线。人行道斜坡处的侧石，一般比路面高出约2～3cm，两端接头应做成斜坡，在曲线段应视曲线半径的大小，采用60cm或30cm的侧石。在安装时，垫层应密实、饱满、并注意相邻侧石的高差，安装好的侧石要求牢固、直顺，特别是圆弧处要圆顺平滑。3.2人行道施工彩色地面砖要求表面光洁、色泽均匀清晰，纹理清晰和棱角整齐、不褪色，强度符合要求。并由建设单位和监理认可的厂家生产供应，现场收料需进行成品质量检验，合格后方可使用。彩色预制人行道方砖施工：①土路基要在接近最佳含水量时，用小型压路机压实，要求做到表面平整、密实。②施工前应根据侧石顶面标高、设计纵坡和宽度，定出其边界和标高，靠近侧石处的人行道板表面应高出侧石顶面5㎜，以利排水。③用2㎝厚的水泥砂浆用于找平和铺砌地面砖，施工时要严格控制含水量，一般要求“手握成团，落地即散”。地面铺砌时要求表面湿润，有利于砂浆与地面砖的结合。④铺砌地面砖一般采用“放线定位法”顺序铺砌，板底应紧贴砂浆层，砂浆应饱满、密实，不得有“空虚”现象。⑤经常用3米直尺纵横和斜角方向靠量面层平整度，发现不符合要求的及时整修。⑥美观是本道路工程彩色人行道施工质量棵的关键，彩色预制人行道方砖底的水泥砂浆找平层应平整、密实，彩色人行道板底完全坐实，上下层结成整体，相邻板块紧贴，表面平整，线条挺括，图案拼装正确。⑦铺设后三天内严禁上人，并浇水养护以防止空鼓发生。 六、确保工程质量和工期的措施1、工程质量保证措施施工质量是工程施工的根本，也是施工企业的生命，是企业拓展市场，提高企业经济效益的先决条件。在本工程施工中，项目经理部受质量管理委员会的领导，成立质量管理领导小组，建立质量管理控制网络，制定严格的质量保证措施，以质量方针和质量目标为指导思想，实行全面质量管理，实行质量一票否决制。具体措施如下：1.1建立质量自检体系：在项目经理部下设工地实验室，各专业施工队配备专职质捡员，各作业组配备兼职质检员，形成一个三级质量网络，每一级质管人员的奖金与被检部门不发生直接关系，以提高质管工作的相对独立性。1.2建立健全质量自检制度：一旦中标，就立即建立健全质量管理制度，做到工程质量管理从管理体系上、管理制度上做好质量自检保证。（1）质检工程师一票否决制：质检部全面独立主持质检工作，质检人员工作目标是确保在各个分项工程施工中每道工序进行严格管理，达到整体工程优良目标，质检人员的工作职权要充分体现权威，对质量管理有一票否决制的权力，建立质检人员对工程质量隐患的分项工程有权做出暂停施工、整顿施工队伍等决定的有关制度。（2）建立技术交底制度：工程技术管理人员对进场作业人员都事先进行全面技术交底，各个班组在交接时都有技术交接，并有交接记录，做到事事管理落实到人，责任明确。（3）加强对成品、半成品材料检验建立数据制度：任何外购材料都应在采购、储运、保管全过程进行质检、严格按技术规范要求抽检，建立质检数据资料，以数据说明问题，将合格的产品申报监理工程师抽检确认后进库保管，投入使用。（4）岗位质量责任制：项目经理是质量的第一责任人，生产、技术、质量管理人员（包括行政领导、技术人员、操作工人）从各种不同的角度和要求承担质量责任，并把质量作为年度评比业绩时的一项重要考核目标。 （5）采取项目挂牌制度：加强职责明确范围，促进联系，方便监督。在经理部、工区驻地，项目负责人及生产、技术、管理、测试负责人等，各级均应挂牌。主要材料及工艺的质量统计要挂牌。（6）开展质量教育及技术培训制度：认真做好质量教育工作，开展群众性TQC活动，提高质量意识，使全体人员树立“质量第一、用户至上、预防为主”的观点。对新工人进行岗前培训，对关键项目或工艺委派具有十年以上丰富施工经验的施工员把关。（7）质量技术分析会议制度：质量安全科在总工程师领导下，定期就每个分项工程质量管理进行技术分析，通过技术分析会议制度健全质量管理措施，使投入的作业人员健全质量意识。对工程质量事故，进行全面深刻的分析，总结经验教训，杜绝同类质量事故。（8）质量奖惩制度：质检人员的奖金与生产效率脱钩，仅与目标质量实绩挂钩。质检人员的工作成果就是使生产作业提供产品优质结果，要充分发挥质检人员潜在的管理能力，激发其责任心。项目经理部提成当月生产优质的分项目工程总额款的一部分作为质检人员的奖励基金，同时施工质量不符合要求或受到监理部门通报批评以上的处理，项目经理部对质检人员作出不合格工程项目款总额的2%罚款，对不胜任的质检人员坚决调离工作岗位。1.3建立健全工地试验室：配备常规土工试验及混凝土、砂浆等试验仪器，以满足工程所需的试验项目。设立工程质量检查小组，配备专职质检人员和试验人员，对施工每个环节、工序按技术规范要求，认真检验，保证在施工全过程有质量检查和控制。通过试验室对工程的全面检测，提供正确的数据，客观、真实地反映工作实质，建立完善的各工序质量三级检查制，即班组自检，专职人员二检，认为合格后提请业主及质监组进行三检验收。对隐蔽工程及重要工序还组织中间验收，签署验收合格证。1.4加强质检、试验人员的投入：配一名既有理论知识又有实践经验的试验工程师，两名试验员，在工程师指导下工作。通过中心试验室的建立，并配备先进的检测仪器设备和较高的试验人员，提高自检检测手段和水平，一切用数据说话，不达到标准不能放过的。1.5加强试验设备的校验：对工地所用计量仪器、工具、设备采取定期或不定期请计量部门派人检查，及时纠正和修理，对有关设备都有计量部门或厂家鉴定的签证单或误差值；随时以正确的检测结果提供各项工程检测数据来保证施工质量。 1.6更新设备、完善工艺、加强投入：在施工方案工艺中已考虑了确保质量的措施，如采用集中拌和、电子计量设备进料，确保质量的稳定；碾压机械组合合理、高效，确保压实度；模板采用定型钢模，增强砼表面光洁、美观等。2、工期保证措施本合同工程业主要求在50天内完工，工期较短，为了保证优质、快速、安全地完成本合同段的施工任务，特制定以下措施确保工期：2.1加强施工前期资金的投入：如果中标，在接到中标通知书后立即做好资金、人员、机械设备等的准备工作，考虑到业主支付周期与我公司对本工程施工计划进展情况，我们还准备好足够的流动周转资金，随时投入本工程的资金运转，确保工程顺利进行。2.2充分做好施工前期准备工作：一旦中标，立即组织工程技术人员对工程环境及条件作详细调查，充分掌握第一手资料。对本合同段的地质状况、水电、道路分布情况作出一个全面的估价和分析。对工程所需地方材料的供应以及机械设备，人员进入施工现场的途径作出详尽的计划和必要的落实，并与沿线地方单位或政府建立联系，以获得地方各部门在工程所需的材料供应方面及一些交通设施的使用方面的全力支持，从而确保本投标人中标后，即可迅速投入现场产前期准备工作，及早建立和开辟施工场区。2.3加强人员、机械设备的投入：保证按投标书的承诺投入足够数量与素质优良的技术、管理人员，以及施工机械、测量、质检设备，提高机械化施工水平，并加强机械设备养护及操作，加强维修人员的管理，以提高机械设备的完好率和利用率，促进工程进度。2.4加强备料：由于工期较短，工程量较大，故在布置料场时租足面积以备骨料，在路基施工过程中就多方联系料源，投入足够的人员、运输设备专门进行骨料采购和运输，以满足路面施工的需要。2.5开展职工思想动员工作：如果中标，接到中标通知书后，立即做好职工的思想动员，使每个职工都有竞争意识与紧迫感，以崭新的精神面貌投入到工程中去，并将建设意义、建设规模、总工期、质量、安全、要求等贯彻到每个职工中去，使上下形成一条心，在确保质量的前提下，为加快工程建设而贡献力量。2.6 在创造施工条件方面给予必要的投入：如修建畅通的临时道路维持交通，减少行车对施工的干扰，创造一个良好的施工环境，从而确保整个施工生产能力高效率运转。2.7加强工程科学计划管理：（1）一旦中标，我们立即着手编制严密、详细的实施性施工组织设计，充分分析工程的环境因素，把握工程重点、难点，详细计算劳动生产率，综合考虑气候因素，严密编制各分项工程施工进度计划，提出生产指标，全面逐级落实生产任务，树立超前生产计划意识。对计划进度实行奖惩制度，关键工序不能按时完成实行重罚。同时在编制计划时充分分析施工方法、工艺生产流程，合理编制有序生产计划，对自然的突发性因素影响生产，提前有思想准备，从物资、资金、机械、从各方面做好充分保证应变突发性阻碍生产的措施。（2）编制详细、完善的施工组织设计，在施工总体安排上，考虑冬季、雨季、农忙季节的影响，制定必要的季节性施工措施，并经监理工程师批准，争取延长有效工作时间。（3）合理安排和充分利用好有效作业日外的每一个作业天，合理安排不利季节的施工项目，变不利施工日为有效施工日提高工作效率，促进工程施工顺利进展。（4）尊重科学，依靠科学进步，快筑路，筑好路。施工过程中尽量运用国内外先进技术，结合工程实际结论、创新，积极开展群众性的技术革新活动，人人动脑筋，在应用和研制新技术、新工艺、新材料、新设备等方面要有重大突破，为优质快速建设本合同工程服务。2.8尊重科学、尊重实验，质量第一，安全生产，严字当头，强化施工人员的质量意识，使全体施工人员正确理解质量与进度的辩证关系，以质量求速度，以速度求效益，以安全促生产。2.9采取有效的经济手段和其他措施，在农忙季节期间，动员农村职工坚守生产岗位，为按期完成本合同段的施工任务做贡献。七、雨季施工安排1、雨季施工前应做好施工准备工作，区分路段，进行适合于雨季施工项目的安排，并利用雨季进行临时设施的修建，施工便道能晴雨畅通。 2、施工期间保持基底和路基始终处在干燥和良好的排水状态，特别是土质路基挖方地段和填挖零断面处，在雨季时开挖一些临时排水沟，以确保施工路段不积水和不受冲刷、浸泡损坏；3、雨季施工填筑路堤用透水性良好的碎、卵石、砂砾、石方碎渣和砂类土作为填料，利用挖土作填方时，做到随填随压，每天施工完成后，路基表面做成2～4%的排水横坡，防止路堤被雨水长时间浸泡，影响路基的稳定性；4、路堑挖方地段不可一次挖到路床标高，挖至设计标高以上30cm～50cm时停止开挖，并在两侧挖好临时排水沟和截水沟，待雨季过后再挖至路床设计标高后压实；5、路基两侧设挡土埝，每隔10～20m设置一道临时泄水槽（采用编织袋装土），集中排水，以防冲刷路基。6、及时收听天气预报，注意天气变化。雨后及时派人巡察路基，将路基积水及时排至路基外。7、雨季搞好原材料的保管工作，钢筋要覆盖，以免生锈，水泥在运输和贮存过程中要遮盖，以免受潮结块。8、施工时，随时疏通边沟，保证排水良好。集中力量分段铺筑，在雨前做到碾压坚实。水泥稳定土基底、底基层在雨季施工时，注意天气变化，勿使水泥和混合料受雨淋，降雨时停止施工，已摊铺的混合料尽快碾压密实。沥青混合料的摊铺避免在雨季施工，未经压实即遭雨淋的沥青混合料全部清除，更换新料。八、质量保证与安全保证体系1、质量保证体系项目部成立全面质量管理领导小组，由总工程师挂帅，质量检验科主管，各工区质检员组成的内部质量自检体系，对工程质量进行全面检查监督，在“三检”制度中负责“终检”工作。工地设专职质检员，负责“三检”制中的“复检”、“终检”工作及施工过程中各个工序的质量现场监督和指导，各作业队、作业班组由队长、班组长担任兼职质检员，担任自检工作，具体负责把好施工过程中各道工序的质量关。工地试验室、工地质检科接受项目部和总工程师的监督和指导。1.1建立各级质量责任制（1）项目经理：对整个工程质量负责，并参加一切质量活动。 （2）总工程师：对本工程合同范围内的有关施工项目，按照施工规范及设计要求组织施工，负责解决施工中的重大技术问题，并组织有关人员开展技术攻关和创优活动，督促检查各项计划的实施。（3）质检负责人：按照国有质量规范和有关规定，对本工程承建项目认真进行质检、试验工作。企业内部必须认真做好“三检查”、隐蔽工程验收制度，对质量事故“三不放过”，及时收集，整理包括设计变更、施工记录、原材料出厂说明和质量鉴定资料，砼抗压标号试验资料等一系列施工、试验资料，以便得到及时的处理。质检人员接受建设单位、设计单位及工程师的全过程的监督。质检负责人对工地施工质量的漏检、误检或对质量问题隐瞒不报负有直接责任。（4）技术员、测量员：对本职工作负有直接责任，对工程施工资料和值班资料要作好原始记录，不得伪造、不得篡改，做到谁经手谁签字，谁签字谁负责。（5）生产工人：根据施工中各工种的特点和要求，严格按设计图纸施工，实现个人，班组自检，确保各道工序的工程质量符合规范要求。1.2质量检查程序（1）预先检查（对进入施工现场的所有外购建材、地材、成品、半成品等进行检验）。（2）施工过程的检查（如工序检查、隐蔽工程的检查、各项技术指标的测试）。（3）交工、竣工检查（如分项工程的交工检查、工程竣工检查）。1.3质量检查的组织和制度（1）旁站：即施工单位派出有经验的、有说服力、有威信的专职人员对各项工程的工序进行巡回监督检查。（2）自检：即施工人员、施工管理人员直接对本单位担负的工程进行施工工序、各部尺寸、位置及外观的检查。（3）交班及交工检查：即同一工序分班作业的交接班检查及工序间的交工检查。（4）分部、分项工程及隐蔽工程的质量检查：方法是先施工单位自检，然后提交监理工程师验收。 （5）定期进行工程质量联合大检查：即建设单位、监理单位以及施工单位共同参加的质量检查。（6）专职质量检查人员的不定期检查。2、安全保障体系工程建设是一个多作业面、多工种立体交叉作业的过程，施工的互相干扰较大，安全工作更为突出。在施工过程中，必须认真贯彻“安全第一、预防为主”的方针，严格防止各类伤亡事故的发生。为确保工程安全顺利地完成，抓好安全生产工作成为本工程施工的一个重要组成部分。2.1实行全面安全管理从工地项目经理到每个生产工人，人人参加安全管理，人人关心安全，注意安全，从施工准备阶段到竣工收尾阶段都要进行安全管理，做到事事讲安全，处处保安全。2.2建立安全生产管理机构坚持“管生产必须管安全”的原则，由工地管施工的负责人牵头，建立工地“安全生产管理小组”，并有专职安全员、工程技术人员参加。项目经理对整个工地的安全工作负全责。各作业面、各班组及民工配属队均配有专职或兼职安全检查员，进行日常的安全管理和检查工作。2.3安全管理措施：（1）一般规定①建立完整的安全监督及各级安全责任制。进场员工均接受入场安全教育，教育职工树立安全与生产统一的思想，自觉遵守安全生产规章制度。在实施过程按期执行安全活动制度，及时研讨安全工作经验教训；②设置专职负责督促检查全过程安全工作，各作业班组织设置专职或兼职安全员，负责各工种的安全工作；③建立安全技术措施制度，各分项工程在编制施工方案过程中编制安全生产技术措施。建立安全交底制度，各班组在宣布生产任务时，对施工安全提出明确要求，把施工技术和安全生产同时交底，并组织工人讨论，使人人心中有数，个个做到安全；④ 工程开工前，详细核对设计文件，根据施工地段的地形、地质、水文、气象等资料，在编制施工组织设计的同时，制定相应的安全技术措施；⑤严格遵守操作规程，严禁各种违章指挥和违章作业的行为发生。参加施工的人员，要接受安全技术教育，熟知和遵守本工种的各项安全技术操作规程，并定期进行安全技术考核，合格者方准上岗操作。对于从事电气、起重、登高架设作业、锅炉、压力容器、焊接、车辆驾驶、机动船艇驾驶、爆破等特殊工种的人员，经过专业培训，获得合格证书后，方准持证上岗；⑥加强与气象、水文等部门的联系，及时掌握气温、雨雪、风暴和汛情等预报，做好防范工作；⑦特殊工种作业人员持证上岗，操作人员上岗前，按规定穿戴防护用品。施工负责人和安全检查员随时检查防护用品的穿戴情况，不按规定穿戴防护用品的人员不上岗；⑧施工所用的各种机具设备和劳保用品，定期进行检查和必要的检验，保证其经常处于完好状态；不合格的机具设备和劳保用品严禁使用；⑨下挖工程，施工前根据设计文件复查地下构造物（电缆、管道等）的埋置位置及走向，并采取防护措施；施工中如发现有危险品及其它可疑物品时，即停止下挖，报请有关部门处理；⑩配备安全保卫专职人员，加强社会治安管理和生产安全监督。（2）施工注意事项①施工现场的临时设施，选在水文、地质良好的地段。施工现场内的各种运输道路、生产生活房屋、易燃易爆仓库、材料堆放，以及动力通讯线路和其它临时工程，按照有关安全的规定制定出合理的平面布置图。②施工现场的生产生活房屋、变电所、发电机房、临时油库等设在干燥的地基上，并符合防火、防洪、防风、防暴、防震的要求。③现场应设置安全标志，并不得擅自拆除。④生产活动房屋按防火规定保持必需的安全净距。⑤易燃易爆品仓库、发电机房、变电所，采取必要的安全防护措施，严禁用易燃材料修建。炸药库的设置应符合国家有关规定。工地的小型临时油库应远离生活区50M以外，库外设围栏。⑥ 对环境有污染的设施和材料设置有远离人员居住的较为空旷的特点。污染严重的工程场所配备一定的防污设施和工具。⑦场内道路经常维护、保持畅通。⑧场内架设的电线经常检修，保证绝缘良好，悬挂高度及线间距符合电业部门的安全规定。⑨各种电气设备的检查维修，一般要停电作业；如必须带电作业时，要有可靠的安全措施并派专人监护。⑩工地安装变压器要符合电业部门的要求，并设专管理。施工用电要尽量保持三相平衡。现场的变（配）电设备处，要备有灭火器材和高压安全用具。非电工人员严禁接近带电设备。九、“三度一排”及环境保护措施1、“三度一排”施工现场管理措施为保证施工过程中的道路畅通，要坚持把社会效益放在首位，因此在工程施工前首先和业主及有关部门协商，听取多方面的意见和建议，然后本投标人根据自已的施工方案和交通组织情况报业主审批，精心安排施工计划，努力确保道路安全畅通，并做到文明施工。具体措施如下：1.1三度”工作（1）路基土石方阶段，先施工处于新建地段的路基工程，基本保留原有道路，并将施工区与老路用标志绳进行隔离，使施工和现状交通互不干涉。如现状道路不能满足车辆交汇要求，则按一定的长度间距设置交汇车道。（2）待施工到一定程度后，突击施工交叉路口，抓紧时间将老路面进行破除，及土石方的挖填工作。并及时开放该路段交通，至工程结束。（3）做好以下几点：①交叉口施工路段专人指挥交通，装置警示灯，交通指挥人员用对讲机进行联络。②施工路段派人指挥过往车辆排队，维持通行秩序，2人在施工路段中间巡回检查清障。③施工路段两端外300米设施工告示牌，交通管理通告牌，施工告示牌上写明“前方300米公路施工，请减速通过”。④加强与交警联系，争取交警参与，建立交通管理制度。 ⑤保证老路的通车宽度。老路旁边设置的一切临时占地设施，先做出设计，绘制布置图及必要的说明书，然后报经监理工程师及有关单位和业主批准后才能实施。在具体的施工过程中严格执行，不得随便占用或挤占老路的行车道，要确保老路的行车宽度。当行车宽度受影响时修建临时行车道，确保交通畅通。⑥保证老路的平整度。因为老路的原来的路面状况本来就不太好，再加上又有各种施工机械和施工车辆进出老路，势必使老路的路面状况恶化，影响路的平整度，及老路的行车稳定性和舒适性，针对这一现象，我们拟在本段老路上，设置4个养路工，每天巡视、检查老路的路面状况，并及时养护。⑦合理按排路基土石方工程施工，确保交通畅通。1.2“一排”工作路面积水是使路面损坏的最主要原因，故必须做好老路的排水工作。（1）经常疏通边沟，使沟底保持一定的坡度，做到沟内不积水。（2）经常养护，保证老路路面的横坡度。（3）当路上原有的连续凹陷或破坏的地方在降雨过后存在积水时，在路的横向设置浅的排水沟，以利于排水。（4）紧靠老路旁的施工场地必须做好排水设施，以免暴雨过程中，施工场地上的水流到路面或施工场地上的积水漫上路面。2、环境保护措施环境保护是为了保护和改善环境与生态环境，防止污染和其他公害，保障人体健康，促进社会发展不可缺少的一项社会性工作，也是施工企业在生产中必须认真对待的重要内容。作为施工企业必须把环境保护工作纳入工作计划，必须建立环境保护责任制度，采取有效措施，便环境影响降低到最低程度。在施工中，将积极开展文明施工活动，实行规范化、标准化施工，搞好周围环境保护，主要具体措施如下：2.1队伍进场后，即进行教育与动员工作，要求所有人员尊重和遵守当地民俗与习惯，维护驻地人民的正常生产、生活秩序，搞好群众关系，以保证工程施工的正常进行。2.2 在确有必要的地点与时间，将提供足够的照明、护栏、围栏、警告牌看守措施，以保障公众的安全与方便。2.3施工队伍内部，搞好生产劳动保护，对职工配足防护用品，在人员集中地，设置较全面的生产、卫生等设施，以保证人员的身体健康与环境卫生。2.4临时设施和场地布置考虑既不影响农业生产，保证周围农作物、农田设施及居民生活不受影响，距居民区不小于200m，且设在居民区主要风向的下风处。基层、面层拌和场的位置选择经环保部门批准。施工临时设施，在施工结束后立即进行处理恢复，搞好造田和植树绿化等工作。2.5在施工过程中，结合当地情况，因地制宜的设置污水处理系统，配备临时污水汇集设施，不将有害物质和未经处理的污水直接排入河流或其它水源。2.6施工期间，经常对主要施工道路进行维修并洒水，防止施工引起灰尘对居民和农作物的污染。2.7对水泥、黄砂等容易飞扬、渗漏并造成环境污染的材料，将采用密封或增加覆盖的方式专门运输。2.8尽量减少噪音危害，搅拌机、压路机等有噪声的施工机械尽量避免在夜间（20:00～6:00）作业。汽车不许用汽喇叭，减少噪音污染。2.9报废材料或施工中返工的挖除材料，立即运出现场并进行堆、埋等处理，对于施工中弃下的零碎配件、边角料、水泥袋、包装箱等及时收集清理并搞好现场卫生，以保证自然环境不受破坏。2.10合理排好弃土场，对堆入位置、高度、密实度进行综合考虑，不能造成坍塌从而导致阻止自然排水。弃土堆要有一定的防护措施，防止雨水冲刷，阻塞河流。2.11各种材料、机械设备存放都按管理规则做好防火、防水、防晒等措施。对于各种施工机具设备的保养，做到经常清洗、检修，凡未经检修与清洗的机械设备，不得在工程中使用。2.12要加强对施工现场管理，经常清理施工现场，做到材料堆放整齐、机械设备停放排列有序，使整个施工现场文明整洁。2.13工程竣工后按规定和工程师批示把所有工地设备按指定时间撤离。对为设备服务的房屋、机械底座、电线、水池等均拆除并恢复原状，或达到工程师满意。 十、工程质量通病的治理措施1、路基不均匀沉降治理要求与措施1.1由于地基引起的不均匀沉降，施工方面必须做到的是严格按设计要求施工。对于山前坡地的地基处理一定要到位(包括深度、横向宽度)，填筑时要从低往高处分层摊铺碾压。对于新填与老路交界处，填挖台阶搭接极其重要，填挖处不能采用等径或大粒径的填料，碾压密实无拼痕；1.2横向半填半挖地段填方（1）要重视半填部分路基的填筑，避免因填筑不当，引起横断面不均匀沉降而出现纵向裂缝。（2）要认真清理半填断面的原地面，并尽可能有规则地划定半填半挖的交界面，以确保良好拼接。（3）原地面横坡不陡于1:10时，在半填断面原地面表土翻松后进行分层填筑；地面横坡陡于1:10时，将原地面挖成不小于1m宽度的台阶，台阶顶面挖成2%～4%的内倾斜坡，再进行分层填筑。（4）填筑时，必须从低往高处分层摊铺碾压，特别要注意填、挖交界处的拼接、碾压要做到密实无拼痕。（5）半填半挖路段的开挖，必须待下半填断面原地面处理好，经监理工程师检验合格后，方准开挖上挖方断面。对挖方中非适用材料必须废弃，严禁填在半填断面内。（6）若设计对半填半挖路基采用土工格栅加筋工程，则土工格栅的设置部位、层数和材料规格、质量要求应符合设计要求。（7）铺设土工格栅的土层表面应平整、严禁有碎、块石等坚硬凸出物，在距土工合成材料层8cm以内的路堤填料，其最大粒径不得大于6cm。（8）土工格栅均匀张拉，相邻两幅格栅横向搭接宽度为20cm，纵向搭接宽度为15cm，用φ0.9mm铁丝绑扎。格栅拉紧后用U型钉定位，间距为1.5m，呈梅花形，U型钉用φ8钢筋制作。1.3纵向填挖交界地段填方（1）要重视纵向填挖交界处的路基填筑，避免因填筑不当引起路基纵向的不均匀沉降而导致路基横向裂缝。（2）认真清理填挖交界处填方路段的原地面，清理长度不小于 30m（可根据填土高度和原地面坡度酌定），并有规则地挖出纵向填挖交界面，交界面尽可能与路基中心线垂直，以确保良好拼接。（3）填挖交界处原地面纵向坡度不陡于1：10时，在翻松原地面表土后分层填筑；地面纵坡陡于1：10时，将原地面挖成不小于1.5m宽的台阶，台阶顶面挖成2%～4%的内倾斜坡，再进行分层填筑。（4）填筑时，从低往高处分层摊铺碾压，特别要注意填、挖处交界处的拼接，碾压要做到密实无拼痕。（5）纵向填、挖交界处的开挖，待填方处原地面处理好经监理工程师检验合格后，方准开挖挖方断面。对挖方中非适用材料严禁利用填筑。（6）由于纵向填、挖交界处常伴随半填半挖断面，承包人在施工时妥善安排，做到纵、横填筑均衡，碾压密实无拼痕。（7）若设计对纵向填、挖交界处采用土工合成材料加固，可根据设计要求，参照上述（第1条）施工要点进行。1.4水塘（河）地段填方（1）要重视水塘（河）地段的路基填筑，避免因填筑不当，引起路基局部不均匀沉降而开裂沉陷。（2）对于沿河塘路段施工在干燥和雨量较少的季节进行。（3）先筑围堰、抽水、清除表面层淤泥，并用渗水性良好的材料回填至常水位以上50cm，然后进行填塘（河）部分路基的软基处理施工或正常的填筑（不需进行软基处理）。围堰应至少高出最高水位30cm，不得有渗漏水现象，同时保证在整个施工期间处于完好状态。（4）若设计采用抛石挤淤方法填筑河、塘时渐次向两侧对称地抛填至全宽，使淤泥向两侧挤出。当是单侧抛挤时，从高侧向低侧抛投，并在低侧边部多抛填，使低侧边部约有2m的平台顶面。抛石顶面一般在高于常水位50cm即可，而后用较小石块和碎石填塞垫平，用重型压路机压实到稳定。（5）当遇路基半侧在水塘（河）中情况时，施工时注意拼填部分的填筑质量，需清除塘（河）坎侧的树根、杂草，将表面松土清除，拼填时随填高按要求挖出台阶，分层压实至设计要求的压实度。台阶处可用人工或机器压实，以保证拼填部分密实稳固。 （6）沿河路基施工时，原河道如需拓宽开挖及沿河侧路基防护等河道内施工作业在路堤填筑之前先行完成，不在路堤填筑期内抽干河中水进行河道内作业。（7）用土工合成材料加固的填河（塘）路段，土工合成材料及铺设层位按图纸所指示的要求执行。土工合成材料横跨并超出河（塘）岸线铺设，并满足图纸要求的最小锚固长度。2、沥青砼路面早期破损2.1路基质量复查与缺陷处理：在路面施工前，对路基质量进行复查，复查内容包括路基平整度、拱度、强度、外型组成尺寸等，只有在复查合格后才能进行路面施工。若有缺陷，则应及时进行处理。2.2施工组织设计与施工作业指导书（1）路面结构中面层、基层、底基层都有相应的质量要求，对材料质量、施工机械、铺筑工艺要求等也是有所不同的，而且，自开始底基层施工至面层施工结束需要一个较长的过程，并经历不同季节。因此，制定一个完善的施工组织设计极为重要。（2）在路面施工作业指导书中明确各种材料和各项质量指标、材料分类堆放、施工配合比试验与确定、混合料拌和、运输、摊铺、碾压工艺及养生等要求，明确各道工序的职责和施工责任人，明确自检责任和自检人员，明确质量目标；同时，对关键工序、采用工艺、采取的措施等给予明确的事先指导。2.3材料质量与试验（1）面层粗骨料、其强度、磨光值、压碎值、磨耗值、粒径等满足设计和规范要求；确定料场前先进行各项指标试验，合格的才能采用；石料尽可能采用二次破碎，按各级粒径要求选择不同筛子进行筛分，严格控制各档规格的碎石粒径。骨料含泥量必须控制在允许值以下。（2）对于面层细骨料，保证砂子粒级和清洁度，对于含泥砂子进行清洗。对于同一料场的砂子，每天供料都得试验（粒级、含泥量等）。不同料场的砂子及时试验，不符合要求的不准使用。（3）对于基层和底基层骨料，除磨光值不作要求外，其它均满足设计和规范要求。确定料场应采集样品，先进行试验，自检合格的报监理工程师批批准后，才能作为供料场。每批材料到场自检。 （4）用于堆放面层骨料的场地，地面硬化。对面层还设有防污染的隔离措施和完善的排水系统。不同粒级的材料分别堆放，并留有一定间距的隔离带。2.4骨料级配与混合料试配（1）粒料类结构层：①级配碎石：选定的最佳级配是压实后孔隙最小、强度最高、最稳定，因此一定要通过试铺检验。（2）半刚性结构层：①水泥稳定碎石层：对于水泥稳定类基层骨料级配的要求非常严格，骨料从粗到细连续级配，但严禁使用塑性指数偏高的土作细料填充。因此，施工中要严格控制级配，对级配的自检力度加强。用作半刚性基层的水泥，宜选用标号较低的325号普通硅酸盐水泥。水泥剂量为5%。在试配时严格控制试配强度，其7天无侧限抗压强度应在满足设计要求。（3）沥青砼面层：沥青采用重交通石油沥青AH-70，其各项指标应符合《公路沥青路面施工规范》附录C的要求。水泥标号按设计抗折强度确定，所用骨料的压碎值、磨耗值和级配组成符合设计要求。2.5拌和、运输、摊铺碾压等关键工序的要求要精心组织安排拌和、运输、摊铺碾压三个环节的人、机、料组合，使之连续作业。施工前应对各种施工机械进行调试，以确保设备的正常使用。（1）半刚性基层、底基层①拌和：基层、底基层混合料采用集中厂（场）拌。采用粒料土拌和机拌制，并配有自动进料和计量装置，拌和料均匀，无结团现象。拌和时严格控制含水量，对于石灰、粉煤灰、碎石，一般每天拌和前测定其含水率，并在工地挂牌明示各种材料配合掺量和加水量。②摊铺：摊铺要点是平、匀、快；必须采用摊铺机摊铺。摊铺时，发现混合料拌和不匀的，立即停止摊铺时，严重的要回料重拌，轻度的辅以人工拌和。严格控制碾压厚度，同一结构层需分层摊铺时，分层压实厚度至少要在15厘米以上，严禁薄层摊铺或贴补；摊铺表面平整，混合料要均匀，对局部的粗细集中区块，人工拌匀。③ 碾压：碾压重点是碾压机具的配套组合、碾压时间的掌握和碾压密实度。碾压机具采用20t以上的振动式压路机为主与12～15t静压式三轮压路机为辅助的组合方式，按静-振-静次序碾压至规定的密实度。注意后轮应重叠1/2轮宽，并超过两段接缝。禁止在已完成或正在碾压层上调头。未压实的端头混合料（如水泥稳定类）铲除废弃。并按规范要求处理端头工作接缝。对于水泥稳定碎石类混合料的碾压在水泥终凝前完成，一般从加水拌和到碾压终了的延迟时间，在集中厂拌法施工时不超过2小时，任何超过这一时间而未作碾压的混合料或经测定不符合要求的均不能复碾，作废料处理。混合料的碾压含水量（即最佳含水量）先经试验确定，碾压在最佳含水量状态下进行，密实度满足规范要求。④粒料层的拌和、摊铺与碾压：对于级配碎石和填隙碎石类，要进行一定的掺配拌和，要求粒料层材料级配均匀，含水量最佳。摊铺时要避免出现粗细集中区块，摊铺后须自检一次。碾压采用重型振动压路机碾压，钢轮压路机静压整型。2.6施工期养生和养生期交通管制施工中对碾压成型的基层（或底基层）养护不重视、交通管制不严，结构层在未达到设计强度前就过早地损坏（如出现裂缝、松散、坑槽等），是导致路面早期破损的一大因素，必须予以解决。①严格实行封闭养生。对基层、底基层一般采用洒水养生法，每天洒水次数视气候条件而定，始终保持表面潮湿。养生期一般为7天，气温较低时宜适当延长。作好养生期的养护记录。任何由于外界因素引起的局部损坏采取措施及时修补。②养生期间基层上禁止一切车辆通行（包括施工车辆）和其它作业。③养生期满后，底基层上尽快铺筑基层，基层完成后及时施工沥青封闭层。封闭层的施工质量，要求做到沥青洒布量满足设计要求、洒布均匀、表面不透水。要加强自检，凡洒布量不足或透水的要补封。封闭后的基层上，只允许通行本路段面层施工作业车辆。④ 沥青混凝土面层碾压完成后，应仔细检查面层有无推挤裂缝、碾压密实度不足的局部松散区，以及是否还存在个别石子松动和不平整处等，对存在的问题应及时采取补救措施或返工重做。未经交工验收的沥青混凝土面层严禁堆放建筑材料，严禁在面层上拌和砂浆或混凝土，确保路面清洁不受污染。2.7路面排水（1）路面排水不良是路面早期破损的主要原因之一。对路面排水系统必须严格按设计和规范要求精心施工，确保路面表面和内部排水畅通，不致滞留而形成病害。（2）路面表面排水①路面面层摊铺时，要严格按设计做足路面横坡和做好平整度，确保雨水能通过横坡迅速向两侧排流，避免行车道路范围内出现积水。②两侧设置拦水带的路面，对拦水带的泄水口的设置位置、泄水口的形式（一般为对称喇叭口、纵坡路段宜做成不对称喇叭口）、泄水口的各项尺寸（开口长度、低凹区宽度和下凹深度等）严格按图纸做足做好，并圆滑地与边坡急流槽相接。③无拦水带的路面，要注意接顺行车道路面和土路肩的衔接，避免土路肩挡水。④对中央分隔带表面无铺面的排水，为防止地表水通过中内分隔带渗入路基和路面内部，施工时拍紧中央分隔带路基、路面结构层内侧的坡面，认真铺设涂双层沥青的土工布隔渗层，做好渗沟、渗沟周围包裹的反滤织物及横向排水管。渗沟、横向排水管及隔渗层等材料符合设计和规范要求。⑤中央分隔带的回填料采用透水性材料填筑夯实。（3）路面内部排水①为排除通过路面接缝、裂缝或空隙或由路基或路肩渗入并滞留在路面结构内的自由水，特别注意路面内部排水系统，严格按设计和规范要求施工。②为防止路面面层结构内的自由水渗入基层，要做好基层顶面封层油的施工，封层沥青用量不小于1.2kg/m2，洒铺要均匀，不留空白，封层油分二次洒铺。③沿路面边缘设置的由透水性填料的集水沟、纵向排水管、横向出水管和过滤物组成的边缘排水系统，其各项材料符合图纸和规范要求，纵向排水管和横向排水管的铺设，纵、横坡做足，接口要严密，透水性填料密实，反滤层应密贴。 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