东吕公路施工组织设计 34页

施工组织设计 旬阳县(东吕路)工程第一节工程概况一、概述本工程起点位于旬阳县吕河镇与316国道交叉处，沿线经过吕河、牌楼、敖家院,终点位于神河镇金河口村街道，路线总里程为25.456km。其中A标段由K6+400起点至K15+165终点，长度为8.765km,其主要工程内容包括路基、路面、桥梁、涵洞、排水、交通设施等。项目所在区位于陕西南部，一般海拔1000米以下，平均海拔约400米。区域地貌可分为三种形式：亚高山、中高山、低山。本路段所在区域属秦岭南麓山岭区，总体地形为北高南低的山地沟川地形。区内地貌为秦岭山地，以基岩山地为主，横坡陡峻，丛林茂盛，植被覆盖好，沿线河道较弯曲，但河床比较稳定，普遍有阶地发育。以中低为主，自然山坡度在30度至70度之间；河谷狭窄，多呈V字型，局部有少许冲积形式的谷地，为典型的山岭重丘区。本工程计划开工日期：2013年3月20日；计划竣工日期：2013年11月20日；总共天：240天。二、编制依据1、旬阳县交通建设工程施工招标文件；2、现行国家施工规范、规程、规则及验收标准；3、我方对施工现场踏勘所获得的有关资料；4、我方历年来所积累的类似工程的施工经验。三、主要技术标准1、公路等级：农村四级公路，设计速度20km/h；2、路基宽度：断面总宽7.3m，路面宽度6.0m；3、设计标准轴载：Ⅱ级；4、设计年限：15年；5、坐标系：采用独立坐标系；6、高程系：采用独立高程系；8、横断面组成：0.5m混凝土路肩+6.0m行车道+0.6m混凝土边沟。第二节陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程人员、设备、材料进场情况一、施工组织机构我方将选派组织能力强，经验丰富，管理水平高的人员组建项目经理部，代表企业全权负责该项目的生产，经营，管理，对外联系和履行合同条款，按建设单位的要求和监理工程师的指令，依据设计文件，按期，优质，安全地完成本项目的修建，维护和缺陷修复工作。项目经理部由经理、副经理、总工组成领导层。下辖：路基作业队、路面作业队、涵洞作业队。作业队职能如下：路基作业队（两个）：负责本合同段路基工程施工；路面作业队：负责本合同段路面工程施工；涵洞作业队：负责本合同段桥涵工程施工。项目副经理技术主管施工负责机料主管路面施工队涵洞施工路基施工队进场人员一览表序号姓各职务备注1吴其清项目经理　2张恩科项目副经理　3党志军技术总工　4但家龙资料员　陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程5徐礼义实验员　6李波施工队长　7孙友臣施工队长　　一、施工队伍、机械设备和材料进场计划1、劳力组织计划劳动力组织以满足建设单位工期，组织平行、流水作业为原则。根据本工程的工作量、施工条件和工程特点组织劳力。路基作业队50人、路面作业队30人、涵洞作业队30人。项目经理部下设各专业作业队，作业队根据不同工种成立各生产工班。项目经理部根据工程量，施工进度计划编制劳力需求计划。劳动力使用实行动态管理，施工实行定额管理；需要时及时进场，任务完成后立即撤离。劳动力进场后，统一组织培训，学习队规及各种规章制度，组织学习技术知识，环保知识，应知应会等，经考试合格后方可上岗。主要工种配备表序号工种名称人数1普工302测量工23石工104混凝土工305钢筋工46木工67电焊工18电工29机修工410机械司机2011试验工2陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程1、机械设备配置计划(1)主要施工机械施工中机械设备的投入做到配套、组合合理，数量以满足工程进度和质量要求为原则，并考虑设备的完好率和其它不可见因素的影响，增加足够的备用量。所有自有设备由我方已竣工项目及设备停放基地调入，以确保所有机械设备按性能良好地进场到位，确保按期开工，按期完成施工任务。现场机械设备统计表序号机械名称型号数量性能状况备注1挖掘机小松2201台良好2挖掘机柳工2202台良好3装载机柳工50C2台良好4装载机柳工8551台良好5平地机洛建Py1801台良好6压路机山推22t1台良好7自卸车14t10辆良好8自卸车24t4辆良好9搅拌机LS500型1台良好10抹光机Φ900型4台良好11震动棒杨凌4良好12混凝土摊铺整平机TZ219-C型1良好13路面切缝机Φ500型2良好14钢筋切割机济宁CQ601良好15钢筋调直机济宁CQ401良好16钢筋弯曲机济宁CF201良好3、工程材料进场计划陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程我单位拟在沿线就近料场购买，其中包括：水泥、粗集料、细集料、钢材等，材料由汽车运输至各工点。材料的采购将按照业主及我单位有关项目工程物资管理办法相关规定，通过公开招标的方式选择履约信誉好、产品质量优的企业进行产品供应。施工时根据工期安排，结合市场价格及供需关系超前做出材料供应计划，把握好季节性并按照市场灵活性的原则，认真做好材料的周期性储备工作。为确保工程质量，我方将严格进行进货检验，材料进场须再次经过工地检验合格，并经监理工程师确认，无产品合格证或未经检验合格的产品严禁入库和使用。在接到供货通知后立即组织物质人员做好材料的验收、标识、保管、保养、配发工作，建立材料技术证件收发记录，确保接受材料的可追溯性。施工期间选派物管经验丰富的人员统一进行物资管理和供应工作，所有材料进场和发放时都要进行计量和点验，严格管理。1、资金使用计划为保证前期施工的顺利进行，我单位将投入充足的资金作为项目的启动资金。对项目资金管理实行项目成本核算制度，施工中编制资金使用计划，并对支出情况进行核算与分析，以达到预期的使用目标。施工中根据“工程资金监控管理办法“中相关要求，与业主签订工程资金管理协议书，施工中加强廉政建设，不乱挪用资金，作到工程款专款专用。主要工程项目的施工方案、施工方法二、路基土方施工1、施工准备(1)按规定提取土样，做各项土力学指标试验，取得有效的参数。(2)用人工或推土机清除施工范围内的地表种植土、杂草、树木、树根等，运至指定地点弃置，并堆放整洁。(3)填筑不小于150m的试验段，确定适宜的松铺厚度，碾压遍数，最佳的机械配套等；每一层松铺后应检查含水量是否接近最佳含水量，要求不得超过最佳含水量的+3%，路堤尽量大面积分层施工，每50m做一组压实度检查。(4)施工前“临永结合”做好截、排水设施，要随时注意检查，确保边坡稳定。2、路槽开挖(1)施工准备1)施工测量现场接桩后，及时进行线路中线、水准的贯通测量，并进行现场放样，包括路基边桩、界桩、排水沟、护坡及弃土场等的具体位置，并标明其轮廓。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程开挖前对图纸未标出的地下管线等，及时报告监理、建设单位，并由管线单位派人监护，采取保护措施后方进行开挖1)表层清理施工前将开挖地段的地表附着物清理干净。包括杂草、树木、影响施工的标志等。在清除表土、建筑垃圾后根据地质报告及原土液塑限试验结果，若原土不能利用，要全部挖运弃之。(2)开挖开挖采用人工配合挖机施工，开挖时先用机械挖到接近设计标高处，再用人工进行修整性开挖，保证槽底平整，不出现超挖现象。如出现超挖现象时，则采用人工分层回填至标高，并采用强夯机夯实。(3)整平碾压槽底开挖至设计标高后，开始整平和碾压。路槽宽大的地段，采用平地机整平，压路机碾压；路槽窄小的地段，采用人工整平，强夯机碾压。(4)排水路槽开挖时，隔断设置导水横沟，引排路槽内积水，确保路基改造质量。2、路基填筑路基填筑采取“四区段（填筑、平整、碾压、检查等）、八流程（测量放样、基层处理、分层填筑、摊铺平整、碾压夯实、检查签证、路面整形、边坡整修）”的顺序、流水作业，以加快进度，确保工程质量。(1)施工准备1)施工测量现场接桩后，及时进行线路中线、水准的贯通测量，并进行现场放样，包括路基边桩、界桩、排水沟、护坡及弃土场等的具体位置，并标明其轮廓。2)土工试验及试验段按规范要求进行填方材料的各项标准土工试验；并根据路基填料的不同，在适当位置选取路基做试验段，进行现场填筑压实试验，以选定合理的压实工艺参数、填层厚度、压实机械的组合方式、压实遍数等数据，以此作为路基填筑施工的依据。3)路基基层处理根据施工进度安排，分期、分批进行基层清表及填前夯实工作，(2)基层处理及填挖交界处路基处理陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程1)填筑前，应清表回填并夯实。2)软基地段按设计分别处理，采用换填法。3)路线跨越低洼、水沟地段采取围堰、抽水、开挖纵横向排水沟排除地表（下）水，清除软弱土层（含清淤）并挖台阶，最后换填透水性材料。(2)路基填土1)测量放线填土前进行测量放样，准确放出中线、边线位置，用白灰划框格卸填料，拉线进行施工。放样时设计轮廓线两侧予留30cm的超填宽度。2)土方运输及摊铺路基填料采用推土机、装载机及挖掘机等配合自卸车进行装运，土方推平采用推土机，在接近最佳含水量时进行利用平地机进行精平。精平前采用轻型压路机静压一遍，施工中严格控制路基填筑的横坡度。路基由低处向高处、由两侧向中心分层填筑，施工中严格控制好摊铺厚度、宽度级含水量。同一填土层尽量采用同种填料，不同填料应分段、分层填筑，不得混填。3)碾压路基填土采用重型振动压路机碾压，从两侧逐渐向路中间进行，每次碾压轮迹重叠二分之一轮宽，避免漏压，逐层填筑、逐层压实、检测，直至达到设计要求的路基横断面。碾压过程中注意以下事项：碾压时严格控制行驶速度，碾压时严格控制填料含水量，为保证路肩的压实度，路肩外侧超宽填筑并碾压，且碾压遍数较正常多1至2遍。(3)结构物台背回填结构物台背填料采用混合料，分层进行填筑，每层松铺厚度不超过40cm，碾压采用强夯机进行夯实，施工时切实作好台背的回填质量，避免桥头跳车现象。(4)压实度检测填土路基压实采用重型击实标准，用灌砂法进行密实度检测，土石混填路堤压实度采用灌砂法检测，其标准干密度的检验标准和方法要根据混合料土石比例的不同，由现场试验确定。填石路基采用重型振动压路机进行压实试验，用沉降量观测法判定碾压密实状态。(5)路堤整修陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程填筑至基床顶部后，恢复中线，进行水平标高测量（预留沉落量），人工刷边坡，平整基床面，将路基修整至设计要求的标准几何断面尺寸。(1)注意事项1)填筑之前，各种杂物、杂草、表层浮土的清理及地基缺陷处理，必须经有关人员验收合格。在整个填筑过程中，严格按招标文件、有关技术规范要求进行施工。填筑、碾压参数严格按碾压试验后经工程师批准的参数执行。2)填筑的填料严格按试验后经工程师批准的砂砾料场开采选用，在施工过程中亦注意做抽检工作。不合格的土料坚决不使用。土料中的杂质应予清除。在料场开挖时应分层开采，挖除表面腐植土和不合格的土类，并按土质的类别保留边坡，设截、排水沟，防止塌方及排水杂物排染土料。3)对垂直路轴线方向的接缝采用斜面相接，坡度采用1:5。纵向接缝采用平台和斜坡相间形式，铺料前应将旧路坡挖成台阶状，结合面的新老土料应拉毛。上、下层的分段接缝位置应错开。尽量做到作业面均衡上升，减少施工接缝。铺料至路边时，应在设计边线外侧超填一定余量，人工铺料宜为10cm，机械铺料宜为30cm。填筑中，若发现“弹簧土”、层间光面、层间中空、松土层或剪切破坏等质量时，应及时进行处理，并经检验合格后，方可铺填新土。4)分段、分片碾压，相邻作业的搭接宽度，平行路轴线方向不得小于0.5m，垂直路轴线方向不得小于3m；各段应设立标志，以防漏压、欠压和过压。碾压机械行走方向应平行于路轴线；严格按碾压试验确定的参数施工。5)碾压完成后，由试验员按要求做试验，合格后由质检员报监理人员签证验收，合格后进入下一道工序。如不合格，则及时补压，再行试验。2、半挖半填路基处理沿线路路基填挖变化频繁，尤其是陡坡的半填半挖路基。填挖交接处应严格按设计要求进行处理，即先将挖方处的原状土挖成宽度不小于2m，内倾斜在2-4%的台阶，然后进行分层交错回填碾压，使新老土结合牢固，避免路基滑移，并在挖方段设置不小于10m的过渡段，将地面以下1.0m-1.5m深度范围内的原状土翻开松动，重新进行碾压密实。挖方段原状土开挖面应设置坡向填土段流水坡度，并在第一台阶位置设置横向排水盲沟，将挖填界面的渗水排出路基外。3、换填处理陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程清淤换填前，先将该路段内的水全部排干，并让其充分凉晒。清淤拟采用挖掘机开挖，汽车运输至指定弃土场弃土。对于结构物基础及路基淤泥清除干净后，要及时采取开挖临时排水沟或抽水机抽水等措施将基层渗水排除，并让地基进行充分凉晒，以有利于材料的回填和压实。路基的清淤换填材料要按设计进行，施工时要确保材料质量、回填范围和压实度等技术指标满足设计与规范要求。路基换填砂砾的施工应分层填筑，其压实方式拟采用压路机分层压实方法进行。一、水泥稳定层路基施工1、下承层准备与测量放样(1)下承层准备检查、验收下承层：检测级配砂砾底基层的平整度、横坡度、高程、平面尺寸等，清理表面的泥块和污染物，特别是下承层的松散材料要彻底清洁，决不能留软弱夹层。底基层的低洼或坑洞，应仔细清理干净，采用水稳料找齐。各项技术指标合格后进行工序交接。开始摊铺上承层前在下承层上洒一遍水，保持表面潮湿但不留明水。(2)测量放样在水稳砂砾铺筑之前，首先恢复中桩，直线段一般200-300m用全站仪放出一个主控点，然后用经纬仪每10m加密一点。根据中桩及摊铺宽度定出边桩。应首先加密水准点，每200-300m增设一个临时水准点，为施工测量提供方便；然后根据设计高程的反算，调整钢钎、钢丝作为摊铺机传感器控制基准。钢钎用具有较大刚度的Φ16-Φ18光圆钢筋进行加工，并配固定架。固定架采用丝扣为好，便于拆卸和调整标高，钢钎间距一般采用5-10m，直线段不长于10m，曲线段不长于5m。钢钎应打设在离铺宽外30-40cm处，必须埋设牢固，防止施工机械碰撞或由于机械振动造成钢丝跳动而干扰摊铺机械找平系统。测量人员应紧盯施工现场，经常复核钢丝标高。2、水泥稳定砂砾的组成(1)水泥的选用规范要求水泥选用初凝时间3h以上，终凝时间较长在6h以上的普通硅酸盐或矿渣硅酸盐低强度等级水泥。水泥进厂时，每200t对水泥的终凝时间、强度等级进行检验。(2)砾石的确定根据规范要求对石料进行掺配，其中粗集料的压碎值、各种料的颗粒筛分、含水量、相对密度、吸水率以及石屑小于0.075mm的颗粒含量等多项指标必须满足技术规范，其级配曲线应平顺圆滑。(3)水陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程一般可饮用水即可用于施工。(1)水泥稳定砂砾技术参数的确定水泥稳定砂砾中水泥剂量的配制，可采用4%、4.5%、5%、5.5%、6%五种剂量的试件，试件保温养生6天，浸水1天后进行无侧限抗压强度试验。根据实验强度确定水泥剂量。粉料含量不宜过多，但必须保证水泥稳定砂砾成型表面不松散，在达到强度的前提下，采用小水泥剂量。由于实验室确定的目标配合比，在生产过程中应通过拌和机进行矿料比例调试，试拌、试铺试验路段，确定符合生产的施工配合比。一般采用的水泥剂量较设计增加0.5%。2、摊铺水泥稳定砂砾试验段在进行施工之前，先做一个试验段是十分必要的，通过修建实验段进行施工优化组合，找出主要问题，并加以探索和解决。由此提出一套能指导大面积施工的施工工法，从而达到施工质量高、速度快、降低成本的目的，修建实验路段的具体任务是检验拌和、运输、摊铺、碾压、养生等所投入设备的可靠性，并检验混合料配合比设计是否满足设计要求和质量要求，检验各道工序的质量控制措施，测出施工用的生产配合比和松铺系数，确定一次施工长度和摊铺厚度，测定拌和到碾压成型所需时间，从而制定施工工法。3、水泥稳定砂砾的拌和水泥稳定砂砾采用拌和厂集中拌和。(1)砂砾集料质量控制在拌和前，应反复检测调整，使其符合级配要求，同时，每天开始拌和前几盘应做筛分试验。如发现问题及时调整，全天的拌和料应按摊铺面积和规范要求检测频率进行抽检。(2)水泥剂量的控制施工用的水泥剂量考虑施工离散性的影响，较设计值增加0.5%，在拌和过程中应随时观察混合料拌和后的颜色，嗅其气味，防止水泥堵塞不流动。按规定频率抽检水泥剂量，每工班根据所用水泥、集料计算总的水泥用量是否满足需要。(3)含水量的控制陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程含水量是水泥稳定砂砾的一项重要控制指标，它对水稳砂砾质量影响很大，必须严格控制。在炎热的夏季施工，考虑到拌和、运输摊铺过程中水分的不断蒸发，在拌和时应加大水量，水量的增加值应由拌和出料时的含水量和碾压时的含水量相比较，蒸发多少补充多少。根据施工经验，在夏季上午9点前和下午5点后，加水量比最佳含水量大1%-1.5%，在上午9点至下午5点之间，加水量比最佳含水量大1.2%-2.5%，在雨季施工期间，由于下雨影响，集料中含有一定的水分，因此在每天拌和前应对集料进行含水量的测定，加水量应由最佳含水量减去集料含水量进行控制。在其他季节施工，含水量的控制也应当按实际情况决定。(1)预防砂砾集料串斗和过大石块进入拌和机稳定粒料拌和机和机料斗间距比较近，上料时常发生串斗现象，造成级配不准。因此，要把料斗用挡板隔开。另外，石料中常含有粒径过大超出规格的石块，为避免其进入拌和机，在进料斗处加设方格网，以剔除不合格的石料。2、水泥稳定砂砾的运输(1)为了节省倒车及水稳砂砾的摊铺时间，一律采用15t以上自卸汽车，运输途中采取苫布覆盖，防止洒漏污染路面和造成混合料浪费，并减少运输途中水分过量损失。(2)发料时应认真填写发料单，内容包括车号、出料时间、吨位等。司机送料至摊铺现场，应由收料人员核对查收，并注明摊铺收料时间，以备检查。超出延时时间的混合料当成废料处理，严禁用于施工。3、水泥稳定砂砾的摊铺摊铺前，将下基层表面清扫干净，洒水湿润但不积水，摊铺采用DS型摊铺机进行摊铺。自卸汽车将混合料卸入摊铺机喂料时，应服从现场人员指挥，严禁撞击摊铺机。(1)松铺系数的确定。不同的混合料、不同的摊铺机及不同的夯锤震动频率均会有不同的松铺系数。一般常用的松铺系数在1.15-1.35之间，在试验路段中应检测计算最终确定。(2)拌和好的混合料运至现场，等有一定车数时应马上按松铺厚度均匀摊铺。开始摊铺前应清除两侧分料器接头处（约50-60cm）离析混合料。摊铺时应清除螺旋送料器送料时离析的大石子。另外摊铺后如有离析，应进行人工找补，同时注意含水量大小，及时反馈给拌和站做适当调整。(3)头一次开始摊铺时，当铺至10m左右时，应检查摊铺面的标高、横坡，不符合设计时，应适当调整熨平板高度和横坡，直到合格，再进行摊铺。正常施工时，应每10m做好虚铺厚度的记录。摊铺后的水泥稳定砂砾中的杂物或石块应人工清除，并回填。(4)陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程摊铺过程中要保持摊铺机的速度恒定，应考虑拌和站的生产能力、运输能力及摊铺能力，避免中途停机，摊铺速度一般在1.0-3.0m/min。要有专人指挥料车，顺利倒车起斗喂料，并不碰撞摊铺机。在摊铺正常时，要保证摊铺机的夯锤或夯板的震捣频率均匀一致，不得随意调整（夯锤的调整，使夯锤尽可能大，来保证密实度，以传感器不在钢丝上产生较明显的振动为宜）。另外，为了保证其平整度，当摊铺机行走正常后，摊铺机由传感器自动控制高程和厚度，应尽量减免人员操作，调整摊铺机熨平板仰角。(1)摊铺机摊铺混合料时，因故中断2h或一天的工作段结束时必须设置横缝，摊铺机应驶离混合料末端一定的距离。2、横缝的设置(1)人工把末端混合料清理整齐，紧靠混合料放两根方木，方木高度应与混合料的压实厚度相同，整平紧靠方木的混合料。(2)方木另一侧设支撑，或用人工拿锨顶住。(3)混合料碾压密实。(4)用3m直尺测量，平整度不合格、压实度不合格处，人工予以铲除。(5)在重新开始摊铺混合料前，应清扫下承层。(6)摊铺机返回已压实层末端，留虚铺，重新开始铺混合料。(7)接缝处，人工找平至平整度符合规范规定，压实度合格。3、纵向接缝本标段采用DS型摊铺机一次摊铺成型，一般没有纵向接缝。但在交叉路口等不规则路段摊铺机作业时，有纵缝。采取两台摊铺机（摊铺面积较大时）联合作业，摊铺间距控制在10-30m，同步先前摊铺混合料，并一起碾压。在不能避免纵向接缝的情况下，纵缝必须垂直相接，严禁斜接，并做如下处理：(1)在前一幅摊铺时在靠后一幅的一侧用方木或钢模板做支撑，方木或钢模板的高度与稳定砂砾的压实厚度同高。(2)养生结束后，在摊铺另一幅前，拆除支撑，清除未压实的水稳砂砾混合料。4、水泥稳定砂砾的碾压碾压是水泥稳定砂砾形成强度的根本，碾压机具配备合理与否直接影响压实度、平整度。碾压应以振动为主，且激振力不小于25t。考虑到初压、终压赶光，还应配备三轮光碾式胶轮压路机。(1)碾压顺序陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程水稳砂砾初压应选用轻型小吨位压路机碾压1-2遍。复压应选用大吨位的振动压路机碾压3-4遍，边碾压边检测压实度。压实度满足要求后，用胶轮压路机或三轮光碾碾压1-2遍，赶光成型。(1)碾压速度初压阶段应控制在1.5km/h，复压时控制在2km/h，赶光终压控制在2.5km/h，起步和制动应做到慢起动、慢刹车，先停振动后停车，先开车再开振动，杜绝快起动、急刹车、原地振等现象(2)碾压方式碾压时，应遵循先低后高的原则，纵向保证1/2-1/3轮宽重叠。为保证有良好的平整度，碾压时应采取一定措施，通常方法：1)纵向压成锯齿状（最小错开1m），不能在同一条线上压齐，压路机要在已压实的路面上开启振动，碾压到稳压处前3m时返回，错半轴，碾压接头处错成横向45°的阶梯形状。水稳砂砾两侧应多压2-3遍。2)纵向压挤成一直线，复压结束时，人工把拥包整平，直至合乎平整度要求为止，再赶光成活。实践证明，后者虽浪费人力，但效果较前者更佳。(3)横向硬接头处理施工前，把硬结头沿横向方向刨直，直至露到压实度满足要求处，清除后洒水湿润。摊铺后，人工顺平，在碾压时应进行人工找补以确保平整度。2、平整度控制水稳砂砾基层平整度直接反映在混凝土面层上。为了确保水稳砂砾基层的平整度符合规范要求，在碾压过程中应设专人用3m直尺测量，发现不合格处及时处理。3、水稳砂砾的养生水稳砂砾一般封闭交通养生7天，养生期间应保持表面湿润，严禁重交通行驶。养生一般从铺筑成型后第二天开始，一定在水泥终凝后再养生。洒水养生时，要注意边缘上洒到位，洒水时应洒匀洒足。四、水泥砼路面施工本合同段共有水泥砼路面8.765km，设计厚度20cm。（一）、原材料：1、水泥采用普通硅酸盐水泥、普通硅酸盐水泥强度等级为42.5，水泥用量按设计规范要求，其技术要求应符合《公路水泥砼路面施工技术规范》要求。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程2、谷集料：水泥路面用谷集料应质地坚硬、耐久、洁净，符合规定级配，最大粒径不应超过31.5mm，其技术要求应符合《公路水泥混凝土路面施工技术规范》。3、细集料：水泥路面用细集料应质地坚硬、耐久、洁净，符合规定级配，细度模数不小于2.5，级别不低于Ⅱ级，其技术要求应符合《公路水泥混凝土路面施工技术规范》要求。4、水：饮用水。5、钢筋：水泥混凝土路面所用的传力杆、拉杆等钢筋应符合国家有关标准的技术要求。钢筋不得有裂纹、断伤、刻痕、表面油污和锈蚀。传力杆钢筋应锯断，不得挤压切断；断口应垂直、光圆，用砂轮打磨掉毛刺，并加工成2-3mm 圆倒角。（二）施工工艺1、施工基本要求a.基层的检测验收：基层各项技术指标，如压实度、高程、横坡度、强度、宽度等应符合设计和施工技术规范要求。b.施工前准备有足够的符合技术的原材料。c.配合比设计应满足混凝土的设计抗压抗折强度要求，耐久、耐磨、方便施工的和易性要求，以及就地取材的经济合理性要求。d.提前做好模板以及相应的加固固定杆和钢钎的加工与制作模板，制作数量应为摊铺能力的1.5-2倍。e.模板支立：依导线方向和高度立模板，模板顶面和内侧面应紧贴导线，上下垂直，不能倾斜，确保位置正确。模板支立应牢固，保证混凝土在浇注、振捣过程中，模板不会位移，下沉变形。模板的内侧面应均均匀涂刷脱模剂，不能污染环境和传力杆钢筋以及其他施工设备。安装拉杆钢筋时，其钢筋间距和位置要符合要求，安装牢固，保证混凝土浇注后拉杆钢筋应垂直中心线与混凝土表面平行。f.摊铺机就位与调试：每天摊铺前，应将摊铺机进行调试，使摊铺机调试为与路面横坡度相同的倾斜度。调整混凝土刮板至模板顶面路面设计标高处，检查振捣装置是否完好和其它装置运行是否正常。h.机械修整混凝土面。先用铝合金制成的振动梁进行振捣，消除摊铺机在摊铺、振捣、整平过程中留下的麻面。用提浆棒来回在混凝土面上滚动，保证混凝土表面水泥浆均匀分布。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程为防止锯缝不及时造成断板，应每隔三条锯缝先压一条缩缝。压缝板采用刚性好的钢板制成，板宽宜与缩缝深度相同，板厚与缩缝的宽度相同，板长比摊铺面板宽稍短1cm，做成刀形，在刀背上均匀焊接三个提手。压入前将压缝板两侧涂刷脱模剂，在缩缝位置打入压缝板时，应严格控制顺直，压入深度比混凝土表面稍低1cm左右，将压缝板两侧隆起的混凝土抹平。压缝板静止1小时后，先轻轻抬动几下压缝板，不要扰起两侧的混凝土，2小时左右提出压缝板。在做压缝的同时，搭设工作踏板，用混凝土抹光机进行抹光，收浆后应无任何痕迹，并用铝合金直尺检测成型后的表面平整度和相邻两板高差，检测结果应符合规范要求。压纹或拉槽：为使混凝土表面具有很好的抗滑性能，混凝土表面的纹理制作可采用压纹或拉槽的形式，应及时掌握压纹或拉槽的时机，一般以抹光收浆后半小时，用手指轻压有软感，水泥浆又不粘手为准，混凝土初凝之前完成，不管是压纹或拉槽，在施工时必须应用导向尺控制纹理的顺直，深度均匀，一般控制为2-3mm左右，不能有石子或粗粒砂浮于表面。压纹多采用木制压辊或铁制压辊，拉槽多采用塑料管制拉槽器或钢丝编制的拉槽器。养护：一般路面纹理制作完成后半小时，即可进行，养护采用浇水养生，必须保证7天之内24小时混凝土表面湿润，可用不污染混凝土表面覆盖物上浇水渗透养生，也可四周筑上围堰浇水养生，锯缝前可用喷雾器喷洒养生。锯缝必须及时，不宜早不宜迟，过早锯缝缝口易起毛边，太晚，则锯缝困难，还会出现断板，一般可依据浇注时的温度乘以浇注后的时间达到220度为准或混凝土抗压强度达5Mpa，即可开始锯缝，锯缝间距应为面板宽度的1.33倍，间距太长容易产生断板现象。锯缝应顺直按画线进行，深度应符合设计要求，一般为板厚的1/4左右，锯缝后要及时用水冲洗干净，为填缝打好基础。五、涵洞工程施工1、钢筋混凝土盖板涵(1)施工方案、方法陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程人工配合机械施工。基坑采用人工配合挖掘机开挖；施工时首先应对涵底做承载力试验，基层承载力满足设计要求后，才能进行下一道工序的施工，否则应对基底进行处理。新建涵洞为混凝土结构，台基、台身、台帽等部位的混凝土浇筑，采用集中拌和，混凝土运输车运输，组合钢模立模，机械振捣现浇成型，砼表面收浆干燥后，应立即用毛毡加以覆盖，洒水养生，养生时间达到规范要求或监理工程师指定的时间；钢筋混凝土盖板采用定型钢模集中预制，运输吊装。施工时应注意：a、钢筋混凝土预制板必须在混凝土强度达到要求后，才能脱底模、移运和堆放，堆放时应在块件端部采用两点搁置，不得将顶底面倒置。b、盖板安装后，必须清扫冲洗，充分湿润后在板与台背间、板与板之间的缝内按设计要求填塞顶紧。涵身与土壤接触面进行防水层施工后才可进行下一步施工工序。c、暗涵上填土高度不足0.5m厚时，禁止各种车辆通行，在填土时严禁采用振动式碾压设备对涵顶和涵洞两倍台高范围内的填土进行碾压。(2)控制要点原材料质量、混凝土配合比、强度、轴线位置、标高、断面尺寸、竖直度或斜度、钢筋加工及安装质量、外观。(3)施工顺序：准备工作→上报开工报告并获批准→测量放线→挖基→基层处理→基础放线、立模→浇筑基础并覆盖毛毡洒水养生→台身（墙身）放线→立模浇筑台身并覆盖毛毡滴灌养生→立模浇筑台帽并养生→施工铺砌并覆盖毛毡洒水养生→运输安装盖板→现场清理、交验。(六)桥梁工程本标段中小桥采用扩大基础和桩基础，桥台采用轻型桥台，墩台采用柱式墩，桥梁上部结构采用装配式钢筋混凝土空心板。1、桥梁扩大基础(1)施工方法人工配合机械施工。基坑采用人工配合挖掘机开挖。混凝土浇筑采用集中拌和，混凝土运输车运输，插入式振捣器振实，人工配合浇筑成型，砼表面收浆干燥后，应立即用毛毡加以覆盖，洒水养生，养生时间达到规范要求或监理工程师指定的时间并派专人负责。(2)施工控制要点：标高、断面尺寸、轴线位置、混凝土外观、施工用原材料质量、混凝土强度、钢筋加工与安装质量、预埋件位置等。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程(3)施工顺序：施工准备及材料试验、混凝土配合比试验及报批→上报分项工程开工报告，（批准后）施工放样→机械挖基配合人工清底→放样→绑扎(或焊接)钢筋→支立模板→模板及钢筋检查→（合格后）浇注基础混凝土→拆模洒水毛毡覆盖、浇水养生→质量检查→交验。2、墩、台身施工(1)施工方法桥台内外模均采用组合钢模板、定型钢模板与钢管支架相配合，采用钢管作支架，以保证结构物尺寸精确，混凝土浇筑前应对支架、模板、钢筋和预埋件进行检查，混凝土集中拌和，运输车运输，混凝土浇注采用吊车配合吊斗现浇，插入式振捣器振实，养生采用塑料薄膜包裹浇水养生，并派专人负责养生工作。(2)施工控制要点标高、轴线偏位、模板接缝与垂直度、混凝土外观、混凝土振捣与强度、钢筋安装及墩、台身断面尺寸。(3)施工顺序：施工准备→材料试验、混凝土配合比试验及报批→开工报告、（批准后）轴线放样→钢筋加工及安装→安装钢模→钢筋及模板检查→（合格后）洒水湿润连接处混凝土→分层浇注、振捣→达到拆模强度后拆模→覆盖毛毡水滴灌养生→质量检查→交验。3、盖梁、墩台帽施工(1)施工方法混凝土采用集中拌和，浇注采用吊车配合吊斗现浇、插入式振捣器振实，混凝土浇注要连续进行，砼表面收浆干燥后，应立即养生，养生采用塑料薄膜包裹加水管滴灌，滴灌放置在盖梁（墩台帽）顶，并派专人负责养生工作。养生时间达到规范要求或监理工程师指定的时间。(2)施工控制要点标高、轴线偏位、断面尺寸、模板接缝与垂直度，混凝土振捣与强度，钢筋加工及安装。(3)施工顺序：施工准备→材料相关试验→混凝土配合比设计及报批→陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程（合格后）上报开工报告→用钢管搭设支架→安装底摸→绑扎(或焊接)安装钢筋→安装侧板→钢筋及模板检查→（合格后）采用吊车配合吊斗分层浇筑、振捣→达到拆模强度后拆侧模→养生→混凝土强度达到设计要求后拆底模板、支架→自检→监理工程师检查→交验。4、钢筋混凝土空心板(1)施工方法采用预制场集中预制，外模采用定型组合刚模板，安装采用平板车配合吊车架设。(2)施工控制要点模板接缝与垂直度、施工用原材料质量、混凝土振捣与强度、钢筋加工及安装、断面尺寸。(3)施工顺序：平整场地→底模浇筑并铺设钢板→材料及混凝土配合比试验报批→（合格后）上报开工报告→制作绑扎(或焊接)钢筋→安装模板→底层混凝土浇制→放芯模→浇制上层混凝土→养生→拆除芯模→存梁→平板车配合起重机安装混凝土空心板→浇筑绞缝→交验。5、（先张法）预应力混凝土空心梁先张法预应力混凝土空心梁预制施工过程主要包括：基础设施施工准备工作、配合比确定、张拉预应力筋、绑扎普通钢筋、安装模板、浇筑混凝土并养护、拆模放松预应力筋、出槽堆放八个施工过程。(1)准备工作a、搭设生产、生活设施，铺设场地临时道路，完善供水供电设施，做好排水设施，然后平整板梁预制施工场地并进行夯实，底模浇筑并铺设钢板以保证底模平整并防止沉降。b、修建张拉台座，张拉台座要具有足够强度、刚度和稳定性。c、张拉前，应对台座、横梁及各项张拉设备进行详细检查和校验，符合要求后方可进行操作。(2)钢筋张拉按要求对钢筋进行张拉，张拉控制应力按设计要求进行控制。(3)钢模板安装陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程模板采用特制钢模，立模前对梁体钢筋进行检查，检验合格后方可立模，模板采用汽车吊分节拼装。安装模板时严格控制各部位尺寸，并采取可靠的加固措施。(4)混凝土浇筑在钢筋张拉完毕满足安全生产要求后开始绑扎(或焊接)钢筋骨架并立模，浇筑底板混凝土，放入芯模固定，浇筑腹板和顶板混凝土，混凝土拌和在拌和站进行，采用振捣器进行振捣。在混凝土浇筑完毕，砼表面收浆干燥后，养生采用塑料薄膜包裹浇水养生，并派专人负责养生工作。养生时间达到规范要求或监理工程师指定的时间。(5)放松荷载当梁体混凝土的强度和龄期达到设计规定要求后方可放松预应力钢绞线；钢绞线的的放张按图纸要求进行。(6)存梁为防止预制板上拱过大，预制板与桥面现浇层由于龄期差别而产生过大收缩差，存梁期控制在设计要求范围内，存梁期应密切注意空心板的累计上拱值，并采取相应的预防控制措施。(7)预应力混凝土梁架设梁采用设吊孔穿束吊装方法，采用平板拖车将空心板从预制厂运至安装现场，运输预应力空心板时必须采取措施，防止预应力产生的负弯矩对板起破坏作用，采用能够满足安全要求的起重机进行架设。(8)施工顺序：平整场地→张拉台座制作→材料及混凝土配合比试验报批→（合格后）上报开工报告→张拉设备校验并报批→上报开工报告（批准后）→预施应力→钢绞线张拉完毕满足设计要求后绑扎(或焊接)钢筋→钢模板安装→浇筑底板→芯模固定→浇筑腹板和顶板→养生→拆除芯模→达到设计要求强度和龄期后放松荷载→存梁→安装预应力混凝土空心板→浇筑绞缝→交验。2、施工控制要点：标高、几何尺寸、垂直度、外观、施工用原材料质量、混凝土配合比。二、墩柱、盖梁施工（一）、施工前提条件陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程1现场安全质量保证体系已建立，明确了工点、工序负责人。2所需机械、设备等已准备就绪。3水泥、砂、碎石、钢筋等材料已全部进场，配合比已确定。4桥梁的基础已检测完成，桥墩、盖梁的测量放样已经完成。5设计图纸及文件已审核，提出的问题已得到相关部门的回复，并对班组进行了详细的技术交底。6分项工程开工报告已得到批复，施工现场的劳动力满足施工进度的要求，施工进度计划及分项工程的施工方案已得到批准。（二）、工序墩柱、盖梁施工工艺流程图（见附表）（三）、施工技术与工艺1墩柱、盖梁模板应采用定型大块钢模，墩柱模板在设计时面板厚度应不小于6mm，盖梁模板面板厚度应不小于8mm，肋板设计应使模板具有一定的刚度，起吊和灌注时不易产生变形，面板的变形量最大不应超过1.5mm。墩柱、盖梁模板制作完成后应进行试拼，检查模板的刚度、平整度、接缝密合性及结构尺寸等，以避免给现场使用过程带来难以克服的缺陷及困难。2　对于固结墩施工盖梁应注意固结墩钢筋的预埋，非固结墩注意支座钢板的预埋，保证位置准确，钢板的预埋采用与盖梁固定等方式保持钢板顶面水平。3模板与钢筋的安装工作应配合进行，模板不应与脚手架进行连接，避免引起模板变形。板式桥墩的模板可采用拉杆固定，也可采用无拉杆模板，拉杆直径不应小于16mm，外侧套PVC管。拆模后应抽出拉杆，PVC套管沿墩柱表面切除。4墩柱和系梁应同步浇筑，砼灌注完成后，应立即进行表面覆盖洒水养生，拆模后对结构物应立即进行包裹滴灌养生，达到既保湿又防止污染的目的。砼的洒水养护时间一般为7天，可根据空气的湿度及周围环境情况适当增加或缩短；当气温小于5度时，应采取蓄热养生。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程5模板及支架的拆除应遵循先支后拆，后支先拆的顺序进行，严禁随地乱仍，应及时对模板进行除污、除锈和防锈等维修保养。拆除的脚手架及模板等应码放整齐、堆码有序。6系梁、盖梁的施工若采用剪力销方案，剪力销的预埋应注意埋设顺直，有规则，施工完毕后应采用细石砼对预留孔洞进行封堵，严禁用土或砂填补，外侧应与砼颜色保持一致，。7　墩柱及盖梁搭设的脚手架应采用扣碗脚手架或φ40钢管脚手架，脚手架下部地基应密实，设有方木垫板，脚手架搭设应考虑人员上下的扶梯，扶梯设有护栏，扶梯的爬升角度不应超过45度。脚手架的搭设应随同施工进度进行搭设，顶部设有工作平台，四周挂设安全网及护栏。下铺不小于5cm厚的木板。8每座桥梁墩柱开工前，应先做试验墩，以检查模板质量、砼外观质量、色泽等，获得批准后方可进行全面施工。工艺流程吊车吊装架设桥梁工艺流程合格地基处理吊车就位梁板运输梁板吊装梁板安装验收架设下一片梁支座检查复核墩台轴线、标高梁板验收不合格整改调整陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程（四）、施工质量1墩柱、盖梁的模板安装允许偏差必须遵照下列条件执行：模板标高：±10mm；模板的内部尺寸：±20mm；轴线偏位：8mm。2砼坍落度可根据现场气温适当控制，一般情况砼在入模保持在5~7cm之间，泵砼送可保持在12~14cm之间。3砼表面不出现裂缝，无蜂窝、麻面，水气泡很少，表面平整、密实、光洁，砼色泽均匀一致，无成片花纹，模板接缝或施工缝无错台，不漏浆，接缝数量做到最少。4使用塑料专用垫块，确保钢筋保护层符合要求，砼表面无漏筋和露块现象。5砼外形轮廓清晰，线条直顺，无涨模翘曲现象。6墩柱及盖梁砼原则上不允许进行修饰，但施工过程确因砼表面存在缺陷不影响主体结构时，应报监理工程师同意后方可进行修饰，修饰前拍照存档，修饰材料应确保色泽与结构一致。7墩柱砼浇注的质量检验项目按照评定标准（交通部JTGF80/1-2004公路工程质量检验评定标准）执行。第四节、各分项工程的施工顺序一、道路工程道路工程：基层处理及拆除工程→土方施工→水稳砂砾基层→混凝土面层→附属工程。路基土方施工完毕后，施工基层和面层，水稳砂砾，面层为混凝土面层。附属工程与路基和路面工程穿插施工。整个工程施工时考虑到不影响社会车辆，拟采取全幅施工方案。当地住户采用施工便道通行。二、进度安排施工准备：2013-3-20至2013-4-1，共11天；路基填筑：2013-4-1至2013-7-31，共120天；路面基层：2013-8-1至2013-8-31，共31天；路面面层：2013-9-1至2013-10-1，共31天；桥梁涵洞：2013-6-1至2013-7-1，共31天；陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程其它设施：2013-10-1至2013-11-20，共20天；第五节、确保工程质量和工期的措施一、质量保证措施本工程将以项目经理部的形式建立组织严密完善的职能管理机构，按照国家质量标准和我公司保证质量体系正常运转的要求，依据分工负责，互相协调的管理原则，层层落实职能、责任、风险和利益，做到各司其职，各负其责，保证在整个工程施工生产过程中，质量保证体系正常运作和发挥保障作用。1、加强施工前的质量控制工作施工前，组织技术人员认真会审设计文件和图纸，切实了解和掌握工程的要求和施工的技术标准，理解业主的需要和要求，并及时向监理工程师、业主或设计单位提出书面报告。根据工程的要求和特点，组织专业技术人员编写具体施工组织设计，严格按照公司质量体系程序的内容要求，编制施工计划，确定适用的实施设备并落实配备，施工过程中着重控制手段、检验设备、辅助装置、资源（包括人力）以达到规定的质量要求，并根据施工的技术要求，对路基路面施工的重要工序，要分部分项地制定详尽的施工方案，编写施工工艺，以保证该工程的质量达到要求。开工前要做好各部位、工序的技术交底工作，严格按照公司质量体系规定的内容做好技术交底，按照技术交底的要求，使各级施工人员清楚地掌握对将要进行施工的部位、工序的施工、施工工艺、技术规范要求，对特殊和重点部位要真正做到心中有数，确保施工操作的准确性和规范性。2、做好施工全过程的质量控制工作配齐满足工程施工需要的人力资源。有针对性地组织各类施工人员学习，进行必要的施工前岗位培训，以保证工程施工的技术要求，特殊工种作业人员须持有效上岗操作证，技术人员、组织管理人员必须熟悉本工程的技术、工艺要求，了解工程的特点和现场情况，以确保工程施工能正常运转。配齐满足工程施工需要的各类设备。自有设备必须经检修、试机、检验合格后，方能进场施工，外租设备在进场前，要进行检验和认可，证明能满足工程施工需要后，方可进行施工。并严格执行“设备维修保养管理规定”及“施工机械操作规程”，保证各类设备在施工中的作用，满足整个工程施工的需要。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程工程施工实行现场标牌管理，标示牌上注明分项工程作业内容、简要工艺和质量要求、施工及质量负责人姓名等。组织强有力的测量人员进行测量控制。根据本工程的特点，测量放样工作是整个工程的重中之重，也是推进工程的指挥棒，我们将严格按照质量管理体系中对测量质量控制的要求，实行从放线到竣工的“一条龙”质量控制程序，严格执行复核制度、交底签认制度、向监理工程师报批制度，以“放准；勤复；点、线、面通盘控制”的方法，确保测量工作的准确无误，并做好测量原始记录的保存归档工作。对已经认可适宜施工方案、方法、工艺技术参数和指标进行严密的监视和控制，保证在具体施工操作过程中，能够实现业主的期望，尤其是对工程的特殊重点部位和工序，则要专门制定施工方案，并加强监督的力度和控制的手段，使工程的每个部位、工序均达到优良标准。通过严把过程检验和试验关，保证工程施工的每一段、每个部位的质量在施工的过程中受到控制。严格按照“过程检验和试验控制程序”的内容和要求保证四级验收制度的效能，及时组织质检员、施工人员和有关技术人员对各工序进行自检，并按检验点分类和按有关规程规范进行检验、试验、标识和记录，对出现的问题，及时组织有关人员进行研究分析，订出纠正和预防措施，以确保达到其实施效果。并及时通知业主和监理单位，经现场认可后，才能进行下一工序的施工。1、做好施工材料的质量控制严格施工材料的质量控制，并根据业主的要求选择适用的材料，我们将采取以下措施保证材料质量并满足工程要求。除业主提供的材料外，自行采购的材料，必须在供货质量、信誉、供货能力等方面进行评价，在有保证持续供货能力的分承包方处采购。做好材料进货的检验和标识工作。按质量体系标准和要求，在进货、检验、试验、进仓、登记、标识、使用等全过程中，都必须严格执行“进货检验和试验控制程序”文件要求，从采购的第一程序开始，层层把关，确保材料质量。2、加强施工过程的试验与检验确保各种实验的有效性和准确性，在加强公司试验室对本工程中各种试件的测试工作的基础上，还现场设立专（兼）职试验人员，配合试验室工作，并严格按照规范要求做好各类原材料、半成品预构件、混凝土、石灰土等抽检和复检工作，认真把好质量关，用数据和分析图表配合和指导现场施工质量。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程对于各类测量仪器，如经纬仪、水准仪、全站仪等，以及试验设备，如测量、张拉等设备，须按规定做好计量检定工作，在使用过程中要随时发现掌握可能出现的偏差，以保证计量设备的准确。1、保证施工中的资料完整齐全根据工程验收和公司质量体系对工程竣工资料和施工管理控制资料的要求，做好各类资料的收集、保存、归档工作，严格按照公司“文件和资料控制程序”的内容和要求，对图、表、签证、原始凭证、施工文件、往来信函等，在内容、格式等方面进行管理和控制，保证文件资料控制的有效性和可追溯性，确保工程竣工资料的准确性、及时性和完整性。2、工程施工过程中的质量保证措施(1)测量工作的质量保证措施对所有施工用的测量仪器，要按计量要求定期到指定单位进行校定，施工过程中，如发现仪器误差过大，应立即送去修理，并重新校定，满足精度要求后，方可使用。对设计单位交付的测量资料进行检查、核对，如发现问题及时补测加固，重设或重新测校，并通知设计单位及现场监理工程师。施工基线、水准线、测量控制点，应定期半月校核一次，各工序开工前，应校核所有的测量点。(2)路基施工的质量保证措施路基施工首先处理好基层，按照试验路段取得的参数，区别不同的土质类别配备各类施工机械，并留有一定备用余地。机械要配套，能力和型号符合规定要求。通过试验决定路堤各层松铺厚度、最佳含水量和压实遍数，保证每层各处达到规范要求压实度标准。(3)路面施工的质量保证措施严格按照《公路路面基层施工技术规范》（JTJ034-2000）要求进行底基层的施工，以确保标高、横坡、强度、平整度达到设计要求。当采用摊铺机进行底基层施工时，为了消除中间高两侧低的现象，可适当调整摊铺机两侧的横向斜杆，使熨平板呈中间低两头翘状态。加强底基层养护,在底基层施工完成后，宜采用不透水薄膜或湿砂进行养护，也可以采用喷洒沥青乳液保护。若无上述条件时，可以用洒水进行养护，并应严格控制行车。若不能封闭交通，应限制重车通行，其车速不应超过30km/h陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程，同时应注意其他交通设施对底基层的损坏，若出现车槽（坑槽）松散，应采用相同材料修补压实，也可用贫混凝土填平振实后，上面铺一层油毛毡再进行路面施工。严禁用松散粒料填补。认真抄平放线，确保底基层标高和基准线标高准确无误。底基层标高超过允许范围时，高处必须铲平，低处可用下面层补平。当底基层铺筑面层前受到其他工序污染时应予以及时清除，以确保面层平整度。一、工期保证措施1、从组织管理上保证工期本工程实行项目法施工，根据本工程分项工程较多，施工线路较长的特点，为便于管理和组织施工，将组织充足精干人员，调集精良设备投入到本工程项目之中。并成立由总工程师领导的，由组织道路线路施工经验丰富的人员担任调度员的生产指挥调度室，加强施工现场的协调和指导。由各工区主负责人为调度员，以各施工作业队为生产实施对象，形成一个从上而下的主管施工进度的组织体系。各施工队应坚持每天一次的生产布置会，做到当天的问题不留到下一天，并让每个生产者清楚明天的工作，及时安排布置。建立严格的《工程施工日志》制度，逐日详细记录工程进度、质量设计修改、工地洽商等问题，以及施工过程中必须记录的有关问题。2、从计划安排上保证工期在工程开工前，必须严格按照《工程施工承包合同》的总工期要求提出工程施工总进度计划，并对其科学性和合理性，以及能否满足合同工期的要求并有所提前等问题，进行认真审查。在工程施工总进度计划的控制下，坚持逐月（周）编制出具体的工程施工计划。制定周密详细的施工进度计划，抓住关键工序，对影响到总工期的工序和作业给予人力和物力的充分保证，确保总进度计划的顺利完成。对生产要素认真进行优化组合、动态管理。灵活机动地对人员、设备、物质进行统筹的调度安排，及时组织施工所需的人员、设备和物质进场，保证连续施工作业。缩短进场后的筹备时间，坚持边筹备、边施工的原则。全线多点开展施工，多头并进。3、从资源上保证工期制定严格的材料供应计划，根据现场的施工进度情况保证各施工段材料的及时供应，杜绝停工待料的情况出现以免耽误工期。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程1、从技术上保证工期由项目部总工程师全面负责该项目的施工技术管理，项目经理部设置工程技术部，负责制定施工方案，编制施工工艺，及时解决施工中出现的问题，以方案指导施工，防止出现返工现象而影响工期。实行图纸会审制度，在工程开工前由总工程师组织有关技术人员进行设计图纸会审，及时向业主和监理工程师提出施工图纸、技术规范和其它技术文件中的错误和不足之处，使工程顺利进行。实行技术交底制度，施工技术人员应在施工之前及时向班组做好详尽的技术交底，勤到现场，对各个施工过程做好跟踪技术监控，发现问题及时现场就地解决，防止工序检验不合格而进行返工，延误工期。第二节重点（关键）和难点工程的施工方案、方法及其措施第三节质量、安全保证体系一、质量保证体系1、质量标准工程符合国家标准，一次性通过竣工验收。质量达到合格标准。2、质量保证体系为保证质量体系的有效运行，实现工程质量目标，根据本标段实际情况，成立工程质量自检自控组织机构，按照招标文件、合同条款、设计文件及施工规范要求，运用先进的管理方法、施工工艺，做好工程质量控制。工程质量自检体系框图项目经理部质检工程师作业队质检员班组兼职质检员陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程工程质量自控体系框图项目经理部总工程师项目经理部质检工程师作业队质检员作业队试验员工程试验小组班组质检员4、安全保证体系为实现安全目标，本工程以项目经理部经理为第一责任者的安全生产组织领导机构，下设安全质量监控保证部，配专职安检工程师和安检员，队成立以队长为首的安全生产组织，配安检员。工班设兼职安全员。自上而下形成安全生产监督、保障体系，对施工生产全过程实施安全监控。5确定安全生产目标的安全防范要点本项目安全目标确定为“三无一杜绝、一创建”，“三无”即：无工伤死亡事故；无交通死亡事故；无火灾、洪灾事故；“一杜绝”即：杜绝重伤事故；“一创建”即创建文明工地。6建立安全生产体系建立健全安全生产管理机构，成立以项目经理为组长的安全生产领导小组，全面负责并领导本项目的安全生产工作。7、加强施工现场安全教育针对工程特点，对所有从事管理和生产的人员进行全面的安全教育，重点对专（兼）职安全员、领工员、班组长等进行培训教育，特种工种应持证上岗。对从事施工管理和生产的人员，未经安全教育的不准上岗；新工人（含民工、临时工）未进行三级教育的不准上岗；陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程特种工种的操作人员的安全教育、考核、复验，严格按照《特种作业人员安全技术考核管理规定》有效版本的规定执行。经过培训考核，获取操作规程证方能持证上岗，对已取得上岗证的特种作业人员，要进行登记存档，对上岗证要按期复审，并设专人管理。通过安全教育，增强职工安全意识，树立“安全第一、预防为主”的思想；掌握基本生产知识和安全操作技能；提高职工遵守施工安全纪律的自觉性，认真执行安全操作规定，做到：不违章指挥、不违章操作、不伤害自己、不被他人伤害，达到提高职工整体安全防护意识和自我防护能力。1、认真执行安全检查制度经理部要保证检查制度的落实，要规定定期检查日期及参加检查的人员，经理部每旬进行一次；作业班组每天进行一次，非定期检查应视工程情况如施工准备前，施工危险性、采取新工艺、季节性变化、节假日前后等要进行检查，并要有领导值班，对检查中发现的安全问题按照“三不放过”的原则制定整改措施，定人限期进行整改，保证“管生产必须管安全”的原则真正落实。防洪抗灾工作领导小组，制定防洪抗灾措施，接受业主和总承包单位的统一指挥，在洪涝季节，密切注意天气情况，加强值班，配备充足应急资源，做好一切防洪抗灾工作。9、安全保证措施(1)施工用电管理施工编制好施工用电组织设计，并制订电气安全操作规程、电气安装规程、电气运行管理规程和电气维修检查制度。施工现场的电气设备必须符合建设部“施工现场临时用电安全技术规范”。电工作业时必须穿戴好个人防护用品，并严格执行电气安全操作规程，作到持证上岗。(2)机械设备安全管理大中型机械设备进场后，要进行认真验收，填写验收记录。验收不合格的不准使用。机具设备及使用车辆要有牌照。操作人员必须严格执行安全操作规程，佩带个人劳防用品，作到持证上岗，每天要填写运转记录和例行保养记录。必须严格执行定期保养制度，严禁机械设备超负荷使用、带病运转或作业运转中进行维修。(3)特殊工种管理陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程特殊工种须经培训合格持证上岗，严禁无证和证书过期人员上岗。在特殊区域或特别危险场所工作前，要先进行安全交底，并有可靠的对操作人员本人和对他人的安全防护措施。(1)防火安全成立防火领导小组和群众义务消防队，建立各级领导责任制和消防检查制度。根据各作业项目不同制订相应防火管理制度，落实防火责任制及安全防火措施，配备足够的灭火器材。定期进行防火安全检查，并记录检查日期和责任人。第六节、环境保护措施二、弃土处理施工弃土、弃碴按设计要求堆放或掩埋，若设碴堆需做好防护，并随施工的进展对弃碴边坡进行绿化防护，防止雨水冲刷形成水土流失源，防止泥砂流入河道。严禁乱扔、乱弃、乱放。三、场地布置及场容施工场地应布置紧凑，尽可能少占地，并严格按照监理批准的施工组织设计平面布置图规划施工场地，不侵占规划以外场地，机械按指定地点停放并规定线路行驶，施工期间不在规划场地以外乱挖乱弃，并保持场内整洁，摆放有序，排水流畅。四、植被保护制定严格的管理制度，施工中应注意保护地面植被，尽量减少施工区占地面积，规定施工人员和车辆的活动范围，施工机械、运输车辆等按规定线路行驶，在划定的范围内作业，严禁碾压破坏地面植被。五、水环境保护施工时，对生产和生活污水进行沉淀、隔油或气浮等处理，达到排放标准后再排放，防止污染水流。生活垃圾配备临时卫生设施，采取集中收集处理，严禁乱扔乱弃，防止产生污水污染水源。除按图纸或监理工程师事先的书面指示外，施工中不得干扰或改变现有河流、水道、灌溉的排水系统的自然水流状态。六、大气环境保护现场施工注意粉尘污染，尽量降到最低限度，达到环保要求。水泥、石灰等堆放地应尽量远离河流、水渠等水域，并用库房存放，防止污染空气和水体。陕西安康建筑(集团）有限公司 旬阳县(东吕路)工程水泥尽量采取罐装或袋装，石灰尽量袋装运输，做不到时要加棚布遮盖。工程用砂、砂砾等在运输途中要采取措施防止沿途撒漏，并遮盖防止扬尘，确保运输车辆所经地区的大气不受污染。对于扬尘，在施工区运行车辆应限速，对施工作业面、便道及车辆进出口适时采用洒水降尘措施，减少粉尘对人体和植物的影响及污染。一、生产生活垃圾处理生产生活垃圾按照环保的要求，用密闭容器分类集中回收，定期采用垃圾清运车送至环卫部门指定地点统一妥善处理，或按要求进行填埋处理。使用机械设备时，应注意加强维修和保养，防止漏油、泄油，当出现一般故障在现场修理时，在地面铺旧报纸和棉纱接吸废漏油，防止废油污染环境。二、水土保持各施工场点施工占地，随工程进度完成，应及时清理现场，将裸露地段及时覆盖绿化或复垦，以免水土流失。七、施工总平面布置1、施工便道本工程为新建与改建相结合，交通条件良好，施工时外围通道依靠既有路网。开工后沿线路中线在红线范围内修建纵向施工便道，作为场内通道。2、临时用房及办公用房项目部设在K6+350附近，租用当地民房作为生活、办公用房，各作业队生活用房以租用沿线附近的民房。3、生产设施在K6+985附近设拌和场，作为混凝土拌合场占地约10000m2米。K16+100附近设水稳砂砾拌和场占地约10000m2米，两处拌合场都为沿公路方向长100m，垂直公路方向100m。整个场地碾压后，局部硬化。4、施工用水、电项目部及各作业队生活生产用电由地方接入，生活用水由地方接，生产用水以附地表水为主，地方接水为辅。拌和场用电也采用地方电，为防止停电另配发电机。陕西安康建筑(集团）有限公司 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旬阳县(东吕路)工程陕西安康建筑(集团）有限公司