京珠高速公路养护施工组织设计

'施工组织设计一工程概况1.1工程概述1.1.1工程范围湖北京珠高速公路是中国南北向快速通道，是中国“两纵两横”国家级主干线之一，京珠高速公路是湖北省南北向的重要路网骨架的组成部分和“九五”期间国家和湖北省重点建设项目之一。里程全长339公里，其中湖北京珠长286公里，沪蓉段长53公里（其中京珠、沪蓉共用段长25公里）。京珠高速主干线湖北省北段起于鄂豫两省交界的大悟县九里关，由北向南纵贯我省，途径大悟、孝昌、孝南、东西湖、蔡甸、江夏、咸宁、蒲圻等九县、（市、区），止于湖北与湖南交界的土城。湖北京珠高速公路养护工程第一合同段起止桩号为京珠K0～K170、沪蓉K65～K73，主要工程项目为路面中修与其他养护工程。1.1.2主要路面结构本项目采用高速公路标准。其中，大悟县境计算行车速度为100km/h，双向四车道，路基宽为26.0m；其余路段计算行车速度为110km/h，其中除京珠、沪蓉共用段以及军山长江大桥为双向六车道，路基宽度为35.0m之外，其余均为双向四车道，路基宽为28.0m。本路段中修技术方案主要采用如下路面结构：（1）4cmSup12.5上面层（2）6cmAC-20C中面层（3）6cmAC-20C下面层48 如有变化业主另行通知。1.2施工条件1.2.1里程气候本项目所在地区地处中低纬度，属亚热带大陆季风性湿润气候。年降水量为1100～1450毫米，雨水集中在4～10月份，为洪涝期，约占全年雨量的84～88%。历史年最高气温41.3℃，最低气温-18℃，全年无霜期230-260天。1.2.2现场条件1、水电设备水源：工程用水采用可饮用水或软质水。电源：沿线电力网线分布密集，施工用电主要以自备电源为主，生活用电以社会电网为主。另外各施工队和拌和站还配备足量发电机，以保证施工不受影响。2、主要材料供给沥青采用湖北科氏SBS（PG76-22）；中下面层采用安陆生产石灰石；上面层采用京山玄武岩。这些材料供应充足，我项目部已签订了相关合同。3、交通运输项目所在地交通较为便利，为工程建设提供了良好的交通条件。4、通讯本地区的通讯发达。项目部安装程控电话、传真，连接互联网，保证同业主、监理之间信息的及时传递和有效沟通。主要管理技术人员配备手机。1.3编制依据48 1．《公路沥青路面施工技术规范》（JTGF40-2004）2．《公路工程沥青及沥青混合料试验规程》（JTJ052-2000）3．湖北京珠高速公路工程招标文件、施工图设计及相关文件4．业主、高驻办、第一合同段（中南路桥项目部）现场调查掌握情况二施工总体部署2.1机械设备、人员、材料等准备情况2008年4月10日我部在管理站参加了《2008年4月份生产调度会》，接到了中修施工的通知后立即抽调了施工队伍及管理人员、调集优良机械设备组建沥青路面中修专班，全面负责该项目的施工。该施工队伍具有丰富的路面施工经验，曾在京珠高速公路建设中多次受到业主和监理的好评，路面施工经验较为丰富。目前主要施工人员、机械设备均已到场，材料检测工作和配合比设计已完成、各种材料储备充足，开工条件已具备。（具体见附件一、二、三、四）附件一　　　养护工程专班机构设置及人员配备专班领导分工姓名职务职责李俊桥项目经理负责全面协调、总体指挥施工陈文华常务副经理负责机械设备的管理和后场管理工作李聚才项目总工负责工程施工技术及质量控制方案的制定王　敏试验室主任负责实验和质量控制48 机构设置、负责人及职责部门姓名职务职责路面小组梁福胜工程科副科长负责沥青加铺施工现场生产组织及管理路面小组李辉机料科副科长负责路面铣刨及机械设备的管理、调度、维修等工程科项磊技术科副科长负责中修施工组织及安排工作实验质检科张琼试验室副主任负责各种生产配合比的设计、施工过程中的质量监控物资部周峰拌和厂厂长负责拌和厂的管理工作材料科陈彦伍材料员负责工程材料计划、采购、管理、供应等财务科闵红梅财务科长负责施工过程中资金运转与调配安全科易文胜安全科负责施工过程中的安全与协调附件二　　主要人员简历主要人员简历表姓名李俊桥年龄36专业路桥职务项目经理职称工程师拟在本工程担任职务项目负责人经历年-年参加过施工的工程项目名称担任职务备注1992-1994宜黄高速公路汉沙段工程技术员1994-1995渡蚁桥高级路面改造工程技术负责人1997-1998宜黄高速公路江仙段项目经理2000-2001襄十高速公路武许段项目经理姓名李聚才年龄50专业路桥职务项目总工职称高级工程师拟在本工程担任职务总工经历年-年参加过施工的工程项目名称担任职务备注1995-1996孝天线二级公路改造工程项目总工1998-1999湖北省黄黄高速公路工程项目总工2000-2001湖北京珠高速公路大悟联络线工程项目总工2003-2007湖北京珠高速公路养护工程项目总工48 姓名王　　敏年龄41专业路桥职务试验室主任职称试验工程师拟在本工程担任职务试验负责人经历年-年参加过施工的工程项目名称担任职务备注1992-1993107国道改建工程检测工程师1994-1996316沥青路面检测工程师1997-2000汉宜线改建检测工程师2003-2007湖北京珠高速公路养护工程试验室主任附件三主要施工机械设备配备表机械名称规格型号额定功率(kw)或容量(m3)或吨位(t)厂牌及出厂时间数量(台)新旧程度(%)间歇式沥青拌和楼MARINI2000311kw150t/h意大利、2001190摊铺机ABG423126kw德国宝马、2000185乳化沥青洒布车DHY1000010000L湖南郴州、2001198双钢轮压路机BW202AHD-2105kw、13.1t德国宝马、2000285轮胎压路机XP261105kw、24t中国郑州、2000285小型振动压路机BW120AHD-322kw、2.5t德国宝马、2000185自卸车CA3162110kw、20t中国一汽、20003585装载机ZL50C154.5kw、3m3青州、2000585发电机组310DFCC310kw康明斯、2001390油车CA14299kw中国一汽1999180洒水车YGJ5140GSSE135kw、20t北京、1999185洒水车WX5180GSSJC10T东风2001195平板车FV415H-40285kw日本、1998170吊车QY8B8t徐州徐工2000185空压机DVY-9/775kw、9m3/min柳州、1998585扫地王ZLJ5150TSL290江淮工作车KH41022T280跃进工作车NG10383T380随车起重工作车HZC506JSQZ2C5T190大型机械拖车40T黄石19548 附件四主要试验、测量仪器设备配备表序号仪器设备名称规格型号单位数量备注1沥青软化点实验仪LR-IV台12沥青闪点仪CR-1台13薄膜烘箱LBH-1台24燃烧式沥青含量测试仪ABA7-35台15小型沥青混合料拌和机LHB台16沥青针入度仪DZR-94台17沥青延度测定仪LYY-7台18沥青快速抽提仪LCT-1台19压碎值实验仪套110弯沉仪5.4M台111钻芯取样机HZ-20A台212核子密度仪MC-3台113摆式摩擦系数测定仪BM型台114自动连续式平整仪XLPY-F台115标准筛方孔筛台116标准马歇尔电动击实仪BKJ-Ⅲ台117自动数显马歇尔稳定度测定仪LMD-3台118电动恒温鼓风干燥箱101-3台219电子天平MP110B台220台秤TGT-100台121游标卡尺0.1mm把322浸水天平台123李氏比重瓶个224容量瓶个1025折叠式3米直尺ZSC-1把326水准仪C32台127低温延度仪SYD-2台148 2.2施工进度计划2.2.1总体施工进度安排我部迅速组织有关人员对全线情况进行了摸底，在高监办的组织与协调下，积极与高速巡警、高速路政单位协商，充分考虑行车安全、天气及自身影响因素，制定出切合实际的施工计划。根据工程实际情况，计划将全线划分为34个封闭施工段，同时封闭2-3个施工段，力争使各分项工程按流水施工作业。（具体见附件五）附件五封道段面及工期安排二○○八年路面中修段落汇总表序号封道桩号起止桩号方向车道长度（m）计划施工时间备注1K102+680-K104+000K103+596-950珠京向行车道3544.16-4.18　2K109+150-K114+100K111+400-K112+240京珠向行车道8404.18-4.21　3封武汉北下行匝道武汉北内互通下站匝道京珠向匝道6004.20-4.22裂缝、翻浆集中4K97+750-K102+680K99+400-K100+400京珠向行、超车道20004.21-4.28含K100+300活动门K101+390-K101+670京珠向行车道2805K73+150-K76+850K74+000-280京珠向行车道2804.27-4.30　K75+100-K75+920京珠向行车道820　6K65+750-K69+200K67+600-K68+100珠京向行车道5004.29-5.1　7K76+850-K78+900K78+630-K78+850京珠向超车道2205.1-5.3　8K67+800-K71+150K68+780-K69+230珠京向行车道8205.2-5.5　K69+580-K69+820珠京向行车道240　9K60+720-K63+400K61+200-K61+800京珠向行车道6005.3-5.5　10K52+430-K56+550K54+370-K54+950京珠向行车道5805.4-5.6　11K63+400-K65+750K63+900-K64+010京珠向行车道1105.6-5.8　12K42+400-K45+400K44+150-K44+530京珠向行车道3805.7-5.9　13K60+720-K65+750K62+050-K63+950珠京向行车道18705.9-5.15含K63+400活动门14K45+400-K50+200K48+350-K48+640京珠向行车道2905.14-5.16含K48+400活动门15K58+670-K60+720K59+300-K60+160京珠向行车道8605.16-5.19　16K45+400-K48+400K45+560-K45+930珠京向行车道2905.18-5.20　17K28+350-K32+300K28+700-K30+100京珠向行车道14005.19-5.23　18K35+800-K39+700K37+605-920珠京向行车道3155.22-5.25　K38+792-K39+300珠京向行车道508　19K28+350-K32+300K29+100-K30+030珠京向行车道9305.24-5.27坑槽集中（桥面）K31+300-800珠京向超车道500　48 20K39+700-K42+600K41+180-520京珠向行车道3405.26-5.28　21K20+820-K23+590K21+804-950珠京向行车道1465.28-5.30坑槽集中（桥面）22K26+250-K28+350K27+000-K27+670京珠向行车道6705.29-6.1　K28+040-K28+260京珠向行车道220　23K32+300-K37+800K35+410-K36+640珠京向行车道12305.31-6.3含K35+800活动门24K20+820-K26+250K22+520-K23+700京珠向行车道11806.2-6.11含K23+590活动门K24+160-K25+930京珠向行车道177025K13+680-K15+180K14+280-K14+520京珠向行车道2406.10-6.12　26K23+590-K26+250K23+710-850珠京向行车道1406.11-6.13坑槽集中（桥面）27K5+720-K6+750三里停车区进口京珠向匝道2506.13-6.15　28K0+000-K2+400K0+030-K0+220珠京向行车道1906.14-6.16　29K83+100-K85+100K84+130-K84+270京珠向行车道1406.16-6.18　30K97+750-K100+300K98+050-K99+500珠京向行车道14506.17-6.22　合计　23553　　此工期雨天顺廷2.2.2劳动力安排及计划为确保优质、安全、高效、按期完成本标段工程，我部本着统筹安排、精心施工、合理搭接工序、不窝工、不疲劳施工的原则，计划投入劳动力见下图所示。48 2.3各分部分项工程施工顺序2.3.1一般路段正常的施工程序封闭交通→业主、高驻办、项目部三方现场核实方案及工程量→同意开工（铣刨）→清扫铣刨面（如异常，业主、监理确定现场处治措施（如有）→对裂缝处治封闭（拍照）→监理检查底层或基层处治情况（如合格）→洒布粘层油→检查破乳情况、均匀情况等（合格）→铺筑下（中）面层（合格）→粘层油→上面层（合格）→标线（合格）→清扫现场提交自检报告→抽检（合格）→开放交通。2.3.2工序的衔接及合理化安排1、铺筑面层时，既要保证面层压实度满足要求，又要注意不使缘石遭受碰撞、损伤、推移，施工中使用小型压路机压边。2、各分项工程的施工顺序在具体施工时根据现场实际情况可做适当调整。三主要工程项目的施工方案及施工工艺施工方案路面结构设计基本方案结构层次结构方案上面层4cmSup12.5粘层0.6kg/m2改性乳化沥青中面层6cmAC-20C粘层0.6kg/m2改性乳化沥青下面层6cmAC-20C3.1路面铣刨（施工工艺流程框图见附件六）48 3.1.1路面勘测：在确定铣刨段面后，组织技术人员在铣刨之前，要对路面病害段落进行测量，通过对测点高程的比较，确定修补的范围和铣刨范围。路面修补范围的四边要平行或垂直行车方向。同时要尽可能把纵接缝留在标线处或路边，所以修补范围一般分为一个车道．两个车道或全幅。所以测量时，在横向断面上一般要布置三个点，分布在两边和中间来控制与原路面的横坡度。在纵向上，一般每5M（弯道处）或多或10M（直线路段）分布一个测点。3.1.2路面铣刨作业：路面铣刨作业包括：切边、铣刨，铣刨废料运输，刨边角，清扫余渣，铣刨面复查等几道工序。（1）切割机切边：确定修补后，技术人员要把铣刨面积用粉（石）笔画出来，然后用切割机将修补面积边线切出来，切缝深度保证4CM左右。切割机切边主要是为了保证边线笔直，坑槽槽壁垂直，槽边整齐。切割机切边可以在铣刨前，也可以在铣刨后，在铣刨后切边更容易保证边线笔直，但往往易留较多的边角，增加了刨边角的工作量。（2）铣刨机铣刨依据工程技术人员提供的铣刨面积和铣刨深度沿着行车方向逐刀地进行铣刨。对路面车辙铣刨的深度为16cm左右，但如果坑槽中有松散物或藏水，则应加大铣刨深度，直到彻底露出坚实底层为止。对于未铣刨但要加铺的路面铣刨机要来回行使过程中将其拉毛，拉毛痕迹深度为3~5mm，铣刨速度一般情况下，要控制在一定范围内，太快会将路面刮松，使路面不平整不连续，且铣刨机受不了，太慢会影响施工进度。48 (3)铣刨废料运输铣刨机铣刨时，通过传输带将废旧混合料装上运输车辆，运到固定地点进行存放，以备再生利用。(4)刨边角、清除余渣用液压镐(风镐或人工)将铣刨机入刀(提)刀自然形成的圆弧与切割机切缝间的少部分残留路面清除掉，然后人工将坑槽内杂物清扫干净，如需要最后可用空压机把整个作业面吹干净。(5)铣刨段路槽内的清扫采用道路清扫车清扫，在清扫车清扫时，要注意车轮不能把路槽的壁给压坏，再用新改进的精扫设备对路槽刨铣重合、泥浆较重的部位进行清扫，在路面用高压机吹完后，对路槽内的灰土吹不干净的地方，，要注意使路槽内每个地方保证没有灰土、没有杂物，确保清洁、干净。（6）基层裂缝处理在清扫完工后，基层处有裂缝的地段，采用玻璃格栅或土工布处理。（7）铣刨面修复最后要对铣刨面进行检查和测量，查看铣刨面是否平整，松散物是否都铣刨掉，槽壁是否整齐垂直，测量铣刨深度是否合适，记录铣刨后各测点的高程，及槽内的清洁、干净。如合格，将自检资料上报监理批复，进行下道工序。3.2粘层3.2.1工程概述改性乳化沥青采用湖北科氏壳牌改性乳化沥青。48 本节工作内容是在下列情况下及下列位置洒布粘层沥青。1．在铺筑双层沥青面层和调平层热拌热铺沥青混合料路面的上层时，其下面的沥青加铺层表面。2．与新铺沥青混合料接触的混凝土护栏、人（手）孔等的侧面。3.2.2原材料改性乳化沥青技术指标试验项目技术要求筛上剩余量不大于(﹪)0.1粘度沥青标准粘度计C25,3(s)8－25恩格拉度E251－10蒸发残留物含量不小于(﹪)60蒸发残留物性质针入度(25℃,100g,5s)(0.1mm)40-120延度(5℃)不小于(cm)20溶解度(三氯乙烯)不小于(﹪)97.5储存稳定性5d不大于(﹪)51d不大于(﹪)1与矿粉的粘附性,裹覆面积不小于2/3水泥拌和实验,1.18mm筛上剩余量不大于(﹪)5低温储存稳定度(－5℃)无粗颗粒后或结块3.2.3施工工艺1．准备工作准备浇洒沥青的工作面应整洁无尘埃。路面有脏物时清除干净，当粘有土块时用水刷净，待基层干燥后浇洒（力求做到基层不浸水，表面微湿洒布透层油效果最好）。2．喷洒温度沥青粘层在规范要求的温度下喷洒，如气温较低，稠度较大的可适当加热。48 3．沥青用量路面上改性乳化沥青粘层用量为0.6kg/m2。4．喷洒（1）粘层沥青采用沥青洒布车喷洒。并按《公路路基路面现场测试规程》（JTJ059-95）中有关要求和方法检测洒布量，每次检测不少于3处。（2）沥青洒布设备配备有使用于不同稠度沥青喷洒用的喷嘴，在沥青洒布机喷洒不到的地方采用手工洒布，在混凝土护栏、人（手）孔等局部用刷子进行人工涂刷。（3）喷洒粘层油时，喷油管粗与路面形成30°角，并有适当高度，以使路面上喷洒的粘层油形成重叠。（4）喷洒区附近的结构物和树木表面加以保护，以免溅上沥青受到污染。（5）粘层沥青应在铺筑覆盖层之前24小时内洒布或涂刷。5．养护浇洒粘层沥青后严禁除沥青混合料运输车以外的其他车辆、行人通过。粘层沥青洒布后待其破乳、水分蒸发完后报监理检查合格后紧接铺筑沥青加铺层。3.3沥青混凝土中、下面层及调平层施工3.3.1工程概述本合同段中面层采用6cm厚PG76-22改性沥青AC-20C型沥青混凝土，下面层采用6cm厚PG76-22改性沥青AC-20S型沥青混凝土。3.3.2原材料①PG-76-22改性沥青技术指标48 项目名称单位技术标准针入度（25℃，100g，5S）0.1mm40-60针入度指数PI≥0延度（5cm/min，5℃）cm≥20软化点（环球法）℃≥70运动粘度135℃Pa。S≤3闪点（COC）℃≥230溶解度（三氯乙烯）%≥99离析，软化点差℃≤2.5弹性恢复（25℃，10cm）%≥75旋转薄膜加热试验163℃，5h质量损失%≤±1针入度比（25℃）%≥65延度（5℃）cm≥15粗集料的技术指标要求指标上面层中、下面层压碎值（%）2628洛杉矶磨耗损失（%）2830与沥青的粘附性5级4级表观相对密度≥2.60≥2.50吸水率（%）≤2.0≤3.0水洗法﹤0.075颗粒含量（%）≤1≤1磨光值（PSV）≥42--软石含量（%）≤3≤5一个破碎面≥100≥90两个破碎面≥90≥80细集料的质量技术指标项目指标要求表观相对密度≥2.5坚固性（%）≥12含泥量（%）≤3砂当量（%）≥60棱角性（流动时间）(ｓ)≥30沥青混合料用矿粉质量技术要求48 项目技术指标视密度不小于t/m32.5含水量不大于﹪1<0.6mm﹪100<0.15mm﹪90-100<0.075﹪75-100外观无团粒结块亲水系数＜1塑性指数＜43.3.3施工方案沥青混凝土面层采用意大利MARINI4000型间歇式沥青拌和楼拌制，大吨位自卸汽车运输，一台ABG423摊铺机全宽摊铺方案。铺筑中桥面调平层和下面层采用基准钢丝法、中面层采用非接触平衡梁控制标高和厚度的方法，碾压分为初压、复压、终压三个阶段进行，碾压机械采用双钢轮振动压路机和胶轮压路机的组合，桥面采用振荡压路机碾压。碾压时派专人严格控制压实度和平整度等，随时反馈信息，指导摊铺作业。3.3.4沥青混合料配合比设计（另报）1、沥青混合料配合比设计按三阶段进行，即目标配合比设计阶段、生产配合比设计阶段和生产配合比验证阶段，通过配合比设计确定沥青混合料的材料品种的可用性以及矿料级配、最佳沥青用量和各项性能指标。（1）目标配合比设计阶段①确定各矿料的组成比例。从施工现场分别取各类矿料进行筛分，用计算机或图解法计算各矿料的用量，使合成的混和料级配符合规范要求。②48 确定沥青的最佳油石比。用计算确定的矿料组成和规范推荐的油石比范围，按0.5%间隔变化，取五种不同的油石比，用试验室小型拌和机拌制沥青混合料，制备五组马歇尔试件，每组3个。测定试件的密度、空隙率、沥青饱和度、稳定度和流值，分别绘制各项指标的曲线，确定出最佳油石比。③残留稳定度检验。按以上配合比制备沥青混凝土马歇尔试件，做浸水48小时马歇尔试验，检验残留稳定度必须满足规范的有关规定。(2)生产配合比设计阶段①确定各热料仓和矿粉的用量。必须从二次筛分后进入各热料仓的矿料取样进行筛分，根据筛分结果，通过计算，使混合料的级配符合规范的有关规定，以确定各热料仓和矿粉的用量比例，供拌和楼控制室使用。同时反复调整冷料仓进料比例，以达到供料平衡。②确定最佳油石比。取目标配合比设计的最佳油石比OAC和OAC±0.3%三个油石比，取以上计算的矿质混合料，拌合楼进行试拌，试验室取样分别制作马歇尔试件，进行马歇尔试验及残留稳定度检验，通过试验确定生产配合比的最佳油石比。如果三组沥青混凝土各项技术指标均符合规范的有关规定，则取中间OAC为生产配合比的最佳油石比；否则应再做增减油石比的沥青混凝土试验，以选定最佳油石比。(3)生产配合比的验证阶段拌和楼采用生产配合比进行试拌，铺筑试验段，并用试验段上钻取的芯样进行马歇尔试验检验，从而确定生产用的标准配合比。以标准配合比作为生产控制的依据和质量标准。3.3.5试验段铺筑1．铺筑试验段的目的48 （1）验证确定生产配合比（含沥青用量）；（2）确定拌和机的搅拌速度，拌和温度，以及拌和时间等工艺参数；掌握拌和机在运转过程中对其工作部分的调整要领；（3）通过试铺确定合适的摊铺速度、熨平板的振频和振幅等摊铺工艺参数；确定压路机的配置组合、碾压顺序、碾压温度、碾压速度及遍数，以及施工过程中的振频振幅等工艺参数；掌握摊铺机在运行过程中为提高摊铺质量而对其工作部分的调整要领；（4）确定沥青混合料摊铺中的松铺系数；（5）建立钻芯法与核子仪法测定压实度的关系，并确定混合料的压实标准；（6）确定合理的施工机械配置与组合方式；确定合理的施工产量与每班作业长度，修订施工进度计划；（7）通过及时跟踪检测混合料及摊铺层的质量情况，制定能够控制施工全过程的质量保证措施；（8）确定科学的组织管理体系（含前、后场各类人员的岗位职责），建立信息反馈快、协调效率高、处理效果好、对待问题严的生产指挥系统。2．编制试验段开工报告，并上报监理工程师审批。3．铺筑试验路段时，严格按《公路沥青路面施工规范》（JTGF40-2004）规定操作。在试验段的铺筑过程中，检查施工工艺、技术措施是否符合要求，测温、观色、取样，并记录试验检测结果，检查各种技术指标情况，对出现的问题提出改进意见。48 4．试验路段的质量检测频率应根据需要比正常施工路段适当增加（一般增加一倍）。试铺结束后，经检测各项技术指标均符合规定后，提出试验段总结报告，由驻地监理工程师审查确认，申报正式开工。3.3.6施工工艺（工艺流程图见附件七）1．开工前的准备（1）场地准备料场及拌和设备周围一定范围内应将场地用水泥砼“硬化”，防止集料被污染。储料场也应适当铺填矿渣以保证场地的洁净，便于运料车的通行，减少对场内集料的污染。（2）设备调试拌和楼及摊铺机等主要设备进场后均应进行安装调试，使机械设备处于良好的工作状态。运输车槽内不得沾有杂物，车辆必须备有覆盖设备，车槽四周应密封坚固。（3）材料准备沥青、碎石、矿粉等主要材料提前采购储备，作好储料的一切准备工作，如沥青罐、油料库、粉料罐、地磅等设施的安装以保证沥青路面的正常铺筑，并在进料时按招标文件技术规范的要求分期、分批抽检、报验，从原材料质量上把好第一道关。（4）试验检测试验室是保证工程质量的重要质检部门，应配备先进的检测仪器并搞好试验室的仪器安装、调试、计量认证、建立制度等工作，使其能承担正常的业务，并立即投入原材料的检验及各种配合比设计工作中。2．测量放样48 分别在已放好的两侧边桩位置处插打基准钢钎。在钢钎上设置横杆，在横杆缺口处架设直径不小于3mm的基准钢丝，用紧线钳拉紧，拉力不小于800N。根据水准仪测出各基准点标高，确定基准钢丝高度，调整好正确标高和横杆位置，保证施工过程中标高准确。3．沥青混合料的拌制48（1）本工程采用意大利MARINI4000型间歇式沥青拌和设备，每天拌料前对拌和设备及配套设备进行检查，使各动态仪表处于正常的工作状态。定期对计量装置进行校核，以保证混合料中沥青用量及集料的允许偏差符合技术规范的要求。48（2）拌和场生产设备安置于空旷、干燥、运输条件较好的地方，并做好场地内的临时防水设施及防雨设施，防火等安全措施。（3）粗、细集料应严格分类堆放和供料，不同料源即使粒径相同的集料也应分开堆放，且不混合使用。每个料源的材料进行抽样试验，并经监理工程师批准。（4）沥青混合料加热温度符合技术规范的规定。（5）沥青混合料的拌和时间，应以混合料拌和均匀，所有矿料颗粒全部裹有沥青为准，正常拌和时间由试验段技术总结中提供干拌和湿拌时间。（6）拌和厂拌出的沥青混合料应均匀一致，无花白料，无结块成团或严重离析现象，发现异常应及时调整。（7）出厂的沥青混合料应逐车用经过标定的地磅称重；同时测量其温度，签发一式三份的运料单，拌和厂、沥青摊铺现场和拉料司机各执一份，并分别归档备查。（8）拌和厂逐盘打印各种材料用量及预热温度、拌和温度与时间、沥青混合料重量与出厂时间等数据资料，并作好记录。48 4．混合料的运输（1）沥青混合料采用干净、有金属底板的自卸汽车运输，车槽内不得沾有有机物质，车辆底部及两侧均应清扫干净，并涂对沥青混合料无害的防粘液，并不让多余的混合料积聚在车箱底部。（2）车辆装料分3次装料，第一次靠车厢前部，第二次靠车厢后部，第三次靠车厢中部。（3）车辆的运输能力应大于拌和能力和摊铺能力，使摊铺机连续均匀不间断地进行铺筑。（4）运料车应靠近离摊铺机30cm左右时以空挡停车，使其由摊铺机推动前进。（5）为了防止尘埃污染和热量过分损失，运输车辆备有覆盖设备，采用保温蓬布严密覆盖；车槽四角密封坚固。（6）运到现场的沥青混合料，有专人凭料单测温和外观检查；凡温度不合格，或发现花白，或团结，或颜色枯褐灰暗，或遭雨淋的，均应废弃，不得使用。已经离析或结成不能压碎的硬壳、团块或在运料车辆卸料时留于车上的混合料必须废弃，不得使用。5．混合料的摊铺（1）调平层和下面层摊铺采用基准钢丝法，确保铺筑层的的高度、横坡度和宽度符合设计要求。①下承层的检查与准备。摊铺前，下承层要清扫洁净，保证其表面干燥、无任何松散的石料与杂质，且已做好沥青粘层（须经过监理工程师认可）。48②摊铺机就位后，先预热20-30min，使熨平板的温度在100℃48 以上，按试验路段提供的松铺系数计算出松铺厚度，调整熨平板高度在下面垫木块，厚度与松铺厚度相等，使熨平板牢固放在上面，并调整好熨平板仰角。48③将摊铺机的电子感应器置于基准钢丝上，调整手摇臂升降杆使传杆器升降指示灯全部熄后，打开开关开始铺筑。④互通区加宽部分采用两台摊铺机梯队摊铺时调整摊铺机，使纵向接缝重叠5-10cm，前一台靠近中央分隔带先行，中央分隔带一侧走基准钢丝，并同时采用自动横坡仪控制横坡，后一台摊铺机在纵向接缝附近采用自动滑靴调平，路缘外侧采用基准钢丝，使路面坡度符合要求，前后两台摊铺机相距15-20m。⑤摊铺机接料斗适当涂上防粘液，料车应对准摊铺机料斗中心，停在摊铺机约30cm左右处挂空档，摊铺机迎上推着车前进，在坡度大的地段，料车可挂低速档与摊铺机同步前进。⑥摊铺过程中熨平板应根据铺筑厚度，使振夯频率与振幅相配套，以保证足够的初始压实度，在没有其它负面影响的前提下，应将熨平板的振频振幅调整到摊铺层的压实度达85%，且以高频低幅为宜；摊铺过程中，有专业质检人员检查摊铺机的工作状态和摊铺层的外观质量，出现异常且调节无效时，立即停机查明原因，进行调整。施工过程中，发现局部离析，拖痕及其他问题及时处理。（2）摊铺速度应根据拌和机产量、运力配置情况、摊铺宽度和厚度等条件，通过试验段确定，应做到匀速、连续不间断地摊铺；但最慢不得低于1m/min，最快不得超过6m/min，一般摊铺速度控制在2-4m/min，且速度转换要缓慢。（3）摊铺过程应跟踪检测质量，发现缺陷应“趁热”修补；修补不好的应铲除重铺。48 6．沥青混合料的碾压（1）沥青混合料采用全套压实机具半幅一次碾压成型的方法，注重紧跟、慢压、高频、低幅。根据试验段提供的资料配备压实机具，选择压实组合方式及碾压速度遍数等。（2）沥青混合料压实分为初压、复压、终压三个阶段，在初压和复压过程中应采用同型号压路机并列呈梯队碾压，不宜采用首尾相接的纵列方式。碾压应慢速、均匀进行，一般符合下表规定：压路机碾压速度压路机类型初压速度（Km/h）复压速度（Km/h）终压速度（Km/h）钢轮压路机1.5-22.5-3.5----振动压路机静压1.5-2振动4-5静压2-3轮胎压路机----3.5-4.5----（3）初压①初压主要提高沥青混合料的初始密度，起稳定作用，根据实践证明，采用较高温度，碾压能收到较好的压实效果。初压采用钢轮压路机碾压。②初压的顺序，压路机由路肩一侧压向路中心，或由低侧向高侧碾压，靠路缘石附近留出10-20cm采用小型路面压实机压实。③碾压应将驱动轮向着摊铺机方向，以减少混合料的位移或拥包。④初压应尽量减少喷水，防止沥青混合料降温过快。（4）复压48 ①复压主要解决密实度问题。应保证沥青混合料温度不低于105℃时压实效果较好，并应紧跟初压之后进行；②复压采用胶轮压路机和振动钢轮压路机碾压。③复压的顺序与初压相同，先轻后重，先两边后中间，由低到高，超高路段先内侧后外侧。复压遍数和速度由试验段提供。（5）终压终压主要是消除轮迹，改善铺筑层的平整度，碾压时沥青混合料温度应在较高温度下进行为宜。终压采用双钢轮压路机，碾压至无明显轮迹为止。（6）碾压注意事项①压路机无法碾压到的部位，采用振动夯板或机夯把混合料充分压实。②各个压实阶段，均不准压路机在新铺筑层上中途停留、转向、调头、左右移动位置或突然刹车及停放；当压路机来回交替碾压时，前后两次停留地点应相距10m以上，并应驶出压实起始线3m以外。③路面未冷却至50℃以下，不得开放交通。④压路机不得停留在温度高于60℃的已经压过的混合料上；同时应采取有效措施，防止油料、润滑脂、汽油或其它杂质在压路机操作或停放期间落在路面上。7．接缝处理沥青混合料的摊铺应使纵、横向两种接缝都保持在最小数量。纵向接缝采用热接缝，并应连续和平行。8．施工气侯要求一般正常施工气温宜在10℃以上。沥青混合料的摊铺应避免在雨天进行。48 9．取样和试验（1）每天正常按规范规定项目及频率进行沥青混合料的试验检测，以指导生产，并进行试验资料汇总，进行动态管理。（2）按部颁标准，规定的项目及频率，进行成型路面的检测，如压实度、平整度、厚度、标高、弯沉值等，对路段进行质量评审。3.4上面层施工3.4.1总体施工方案上面层采用意大利MARINI4000型沥青拌和设备按生产配合比集中拌制，大吨位自卸汽车运输，一台摊铺机半幅全宽一次摊铺成型，钢轮压路机碾压施工方案。3.4.2原材料PG76-22改性沥青技术指标项目名称单位技术标准针入度（25℃，100g，5S）0.1mm40-60针入度指数PI≥0延度（5cm/min，5℃）cm≥20软化点（环球法）℃≥70运动粘度135℃Pa。S≤3闪点（COC）℃≥230溶解度（三氯乙烯）%≥99离析，软化点差℃≤2.5弹性恢复（25℃，10cm）%≥75旋转薄膜加热试验163℃，5h质量损失%≤±1针入度比（25℃）%≥65延度（5℃）cm≥1548 沥青混合料用粗集料质量技术要求试验项目技术指标石料压碎值不大于﹪25洛杉矶磨耗损失不大于﹪28视密度不小于t/m32.6吸水率不大于﹪2对沥青的粘附性不小于5级坚固性不大于﹪12细长扁平颗粒含量不大于﹪15水洗法<0.075mm颗粒含量不大于﹪1软石含量不大于﹪3石料磨光值不大于≥42石料冲击值不大于﹪28沥青混合料用细集料技术指标项目技术指标视密度不小于t/m32.5坚固性(>0.3mm部分)不大于﹪≥12砂当量不小于﹪60含泥量(0.075mm的含量)不大于﹪3沥青混合料用矿粉质量技术要求项目技术指标视密度不小于t/m32.5含水量不大于﹪1<0.6mm﹪100<0.15mm﹪90-100<0.075﹪75-100外观无团粒结块亲水系数＜1塑性指数＜448 3.4.3混合料的组成设计沥青混合料是一种由沥青、纤维稳定剂、矿粉和少量的细集料组成的沥青玛蹄脂填充间断级配的粗集料骨架间隙而组成的新型的沥青混合料结构。它是一种间断级配的混合料，其主要特点是具有优良的抗车辙性能和抗滑性能，并具有其他一些优良的路用性能。改性沥青采用湖北国创改性沥青；玄武岩采用京山玄武岩。3.4.4混合料试拌，铺筑试验路段采用生产配合比进行试拌，在监理工程师批准的场地并在监理工程师的监督下，铺筑一段试验路段。试验路段施工分为试拌和试铺两个阶段，需要确定内容包括：通过试拌确定：（1）拌和机的操作方式，如上料速度、拌和数量、拌和温度以及纤维稳定剂加入的方式及加入纤维和沥青后的干拌时间及湿拌时间等；（2）验证生产配合比及最佳沥青用量，确定施工配合比。通过试验路段确定：（1）检验施工方案的合理性和可行性，补充完善施工工艺；（2）检验混合料拌和、摊铺、运输、碾压设备的适应能力及使用性能，根据各种机械的施工能力相匹配的原则，确定适宜的施工机械，按生产能力确定机械数量与组合方式；（3）确定试验室对沥青拌和场监控方式，检验沥青拌和场的机械运转性能；（4）总结、完善摊铺工艺、技术和方法，为改性沥青混合料表面层的大面积施工提供技术参考数据，通过试验路段的铺筑主要确定以下技术参数：①摊铺温度、摊铺速度、摊铺机振捣夯实的频率和振幅强度及自动找平方式等；②压实机具的选择、组合，压实顺序、碾压温度、碾压速度及遍数的确定；③拌和设备的生产能力与运输、摊铺、碾压等工序的合理衔接与协调配合方式；④确定混合料摊铺的松铺系数；（5）48 确定合理的施工产量与每班作业长度，修订施工进度计划；（6）、确定沥青路面施工组织及管理体系、质保体系、人员、机械设备、检测设备、通讯及指挥方式等；（7）确定科学的组织管理体系（含前、后场各类人员的岗位职责），建立信息反馈快、协调效率高、处理效果好、对待问题严的生产指挥系统。3.4.5上面施工工艺及施工方法（施工工艺流程框图见附件八）1．现场、技术准备（1）现场准备①在施工前对中面层用硬扫帚或电动工具进行清扫和全面检查，并用吹风机对路面浮灰进行吹净处理；②对个别污染地段补洒粘层油，喷洒符合要求的粘层油，用量为0.3~0.5kg/m2。（2）技术准备在施工前，对参加上面层施工的工程技术人员、管理人员、质检人员、机械操作手、拌和楼操作手及辅助人员进行技术交底和岗前培训。交底的主要内容有：岗位分工、职责范围、施工顺序、技术标准、质量要点、安全操作规程等。对施工全过程进行讲述，并明确提出各工序和岗位的具体施工要求。2．上面层改性沥青混合料的拌制48（1）混合料采用意大利MARINI4000型拌和楼集中拌和；筛网尺寸档次能满足配置沥青混合料的需要；冷料仓不少于6个（矿粉、纤维等除外）。48（2）用于上面层48 的各种材料按规格隔开分别堆放在经15cmC15水泥砼硬化的硬质场地上，插牌标明，不得混杂和受污染，并对细集料进行覆盖，防止雨淋影响拌和楼的产量。矿粉放在储存灌中，保持干燥，防止受潮，成自由流动状态，拌和时矿粉投入能力应符合配合比设计数量的需要。拌和场设有良好的排水系统。（3）沥青、石料加热温度和混合料的温度严格控制在技术规范的要求范围内。（4）间歇式拌和楼配备自动打印机记录设备，在拌和过程中逐盘打印沥青及各种矿料的用量，拌和温度等。（5）出厂的沥青混合料应逐车用经过标定的地磅称重；同时测量其温度，签发一式三份的运料单，拌和场、沥青摊铺现场和拉料司机各执一份，并分别归档备查。（6）拌和场应逐盘打印各种材料用量及预热温度、拌和温度与时间、沥青混合料重量与出厂时间等数据资料。3．混合料的运输（1）沥青混合料采用大吨位自卸车运输，所有自卸车均有紧密、清洁、光滑的底板和侧板，车辆在装料前车辆底部及两侧均应冲洗清扫干净，因沥青粘性较大，运料车的车厢底部及四壁涂刷对混合料无损害的防粘剂，防粘剂油水混合液（植物油：水=1：3），防止混合料粘结箱壁，并不让多余的混合液积聚在车厢底部，且箱底低凹处不得积液。（2）根据混合料数量和运距计算配备足够的运输车辆，保证混合料及时运抵施工现场，车辆的运输能力应大于拌和能力和摊铺能力，在现场等候的卸车不少于3辆，确保使摊铺机连续均匀不间断地进行摊铺。（4）成品料仓向运料车卸料时，每卸一次混合料应挪动一下汽车的位置，采用前后装料法，车辆装料应由前至后分三次放料，以减少装料离析。卸料时运料车应距离摊铺机前10~48 30cm左右时以空档停车，不得撞击摊铺机。卸料过程中运料车应挂空挡，靠摊铺机推动前进。（4）为防止运输过程中温度降低过快，在每一辆运输车上都配有保温用的蓬布，以防运料车表面混合料降温结成硬壳和避免污染。（5）运料车到达施工现场后，交验出厂料单，先进行外观检查，然后测量温度，符合要求后方能收料，合格后由专人指挥卸料。运抵现场的混合料，应逐车检查，并做好记录，对温度过低、过高或出现花白、结团，或颜色枯褐灰暗，或遭雨淋的，均应废弃，不得使用。4．混合料的摊铺（1）摊铺采用浮动式基准梁进行调平；摊铺机为具有自动控制系统，能按设计要求摊铺高质量路面的履带式沥青混合料摊铺机。（2）摊铺机就位后，安装、调试好基准梁，将各自的熨平板进行预热，使温度达到100℃以上，并调整好熨平板仰角，夯锤振频与振幅，开动熨平板的振动或捶击等夯实装置；表面层采用高频低幅，确保摊铺的混合料有足够的初始密度；在没有其它负面影响的前提下，应将熨平板的振频振幅调整到摊铺层的压实度达85%，且以高频低幅为宜。摊铺过程中熨平板应根据铺筑厚度，使振夯频率与振幅相配套，以保证足够的初始压实度。48（3）摊铺机在开始受料前应在料斗内喷洒少量防止粘料用的雾状柴油.然后料车对准摊铺机料斗中心，停在摊铺机前约10-30cm左右处挂空档，摊铺机迎上前去推着车前进，在坡度大地段，料车可挂低速挡与摊铺机同步前进。48（4）摊铺速度应根据拌和机产量、运力配置情况、摊铺宽度和厚度等条件，通过试验段确定，应做到匀速、连续不间断地摊铺；但最慢不得低于1m/min，最快不得超过6m/min，一般摊铺速度控制在2~48 4m/min，且速度转换要缓慢。摊铺过程中不得随意变换速度或中途停顿。摊铺机供料不足时，采用运料车集中等候、集中摊铺的方式，尽量减少摊铺机的停顿次数。（5）混合料在运输、等候及摊铺过程中，有专人检查温度、铺筑厚度、平整度及横坡度等。5．混合料的碾压（1）混合料完成摊铺刮平后立即进行检查，对厚度、平整度、路拱及温度不合格之处及时进行调整；随后按铺筑试验路段所确定的压实设备的组合、程序进行充分、均匀的碾压。改性沥青混合料采用一套设备半幅一次碾压成型的方法。根据施工需要，配备足够数量的压实机具、选择压实组合方式及碾压速度遍数等。并对所用压路机进行编号，便于现场管理。48（2）碾压严格遵循“高温、紧跟；匀速、慢压；高频、低幅；先边、后中”的原则进行。即压路机必须紧跟在摊铺机后面碾压，碾压速度要慢，并采取高频率、低振幅的方式碾压。48（3）改性沥青混合料的压实分初压、复压和终压；压路机碾压的适宜速度应符合招标文件图纸、技术规范。（4）沥青含量较高，粘结性较强，必须采用钢轮压路机碾压，初压应用10t以上钢轮压路机紧跟在摊铺机后面碾压1-2遍；复压采用振动压路机碾压2-3遍，胶轮加压4-6遍，最后钢轮终压一遍收光即可。初压时每次碾压至摊铺机跟前，初压区的长度通过计算确定以便与摊铺机的速度匹配，一般不宜大于20-30m；复压采用振动压路机，碾压区段可较初压稍长；终压采用较轻的钢轮压路机紧接在复压后进行，以消除轮迹。复压用的压路机吨位以不压碎集料，又能达到压实度为宜，不宜小于10t。48 经试验证明直接使用振动压路机初压不造成推挤拥包时，可直接用振动压路机初压。若发现初压有明显推挤拥包，应检查混合料的矿料级配及油石比是否合适。48（5）在压实的三阶段中，碾压时压路机在碾压段长度以与摊铺速度平衡为原则选定，并保持大体稳定。压路机每次应由两端折回的位置阶梯形随摊铺机向前推进，折回不在同一断面上倒车。48（6）碾压注意事项：①矩形流水槽、桥面护栏座、路肩缘石边缘等压路机无法碾压到的部位，必须采用振动夯板或机夯把混合料充分压实，死角还应以人工热夯压实。②各个压实阶段，均不准压路机在新铺筑层上，转向、调头、急刹车及停放；③压路机喷水时，混合料表面温度降低极快，应尽量少喷水，在高温时碾压效果较好。不得在低温状态下反复碾压改性沥青混合料，防止磨掉石料棱角，压碎石料，破坏集料嵌挤。碾压温度必须满足图纸及技术规范要求。④改性沥青混合料不得采用轮胎压路机碾压，以防搓揉过度造成沥青玛蹄脂挤到表面而达不到压实效果。碾压时还要注意不得过压。⑤压路机不得停留在温度高于60℃的已经压过的混合料上；同时应采取有效措施，防止油料、润滑脂、汽油或其它杂质在压路机操作或停放期间落在路面上。⑥压路机碾压时要避免水喷洒到路面，减少沥青砼在碾压过程中温度的丧失。为此我们对双钢轮压路机进行了改进，在钢轮压路机的前后轮上再装上耐磨吸水材料制成的一个刮槽板，用弹簧将刮槽板紧贴在钢轮壁上，压路机喷洒的水可以被刮槽板吸收，均匀的擦到钢轮壁上，可以让钢轮始终保持湿润，且水不会流到路面。6．施工气温条件48 （1）注意气象预报，加强工地现场与拌和场的联系，各项工序紧密衔接，缩短施工周期长度。运料车和工地应配有防雨设施，并做好路面和路肩的排水工作。（2）混合料的摊铺应避免在雨季进行。当路面滞水时，应暂停施工，并及时清除积水，使之干燥后方可继续作业。（3）一般正常施工气温宜在15℃以上，当施工气温低于15℃时，应停止摊铺改性沥青混合料。7．开放交通当天施工的路段，当天不得开放交通。特殊情况下，混合料路面铺筑完后应待摊铺层完全自然冷却至表面温度低于50℃以下，方容许开放交通。如急需开放交通时，应洒水冷却降低混合料温度；当发现有的改性沥青沥青面层在开放交通后，有发软的迹象或大吨位运料车转弯时出现掉粒、有轮印等情况时，要加强早期交通的控制。在施工过程中，温度是路面成功的生命线，碾压工序是关键，必须根据气温情况，采取有效的保温措施和技术措施，才能保质保量完成施工任务。四确保工程质量和工期的措施4.1质量目标及保证措施4.1.1质量目标全部分项工程达到交通部《工程质量检验评定标准》（JTGF80/1-2004）的合格等级，主要分项工程为优良等级，单位工程优良率95%以上。4.1.2质量保证措施48 1．施工前控制：项目总工程师组织有关人员编制施工组织设计，详细制定各分项工程的施工工艺，提出本工程的质量控制点和相应的控制计划，对关键工序实行典型施工。按照要求在开工前对原材料等按规定进行检验，送监理工程师审查确认。2．施工计划控制：项目经理部各职能部门编制、落实、检查和督促每月生产计划执行情况。检查落实施工进度、工程质量、安全生产等工作，协调人、机、物，控制工程形象进度。项目部每周召开一次质量例会，专题研究工程质量情况和改进措施。3．工序控制：施工过程中按设计文件要求，对工序施工中的工艺和技术要点编制作业指导书（技术交底书），每道工序前进行技术交底。4．材料控制：严格按合同文件、设计文件、技术规格书和规范要求的标准进行原材料采购。采购计划、合同中应明确质量要求、技术标准，对供应商进行严格筛选，把供应商的质量管理纳入项目部的管理体系，对供应商进行严格的质量监督与考核。5．施工控制：保证施工过程中各阶段的产品质量始终处于受控状态。对于主要工序质量点着重控制，满足技术规范要求。6．质量意识教育：施工前对参加本工程施工的全体人员进一步加强质量意识教育，增加全员质量意识，树立质量第一的观点。加强施工管理人员的职业道德教育，提高遵守质量管理制度的自觉性。提高员工的工作责任心，用令人满意的工作质量来保证工作质量。7．加强人员岗前培训学习。凡参加本工程建设的施工生产人员和机械操作人员必须持证上岗，不论进场时间先后，上岗前必须参加施工操作规程、施工工艺方法和施工质量标准的岗前学习。48 8．严格岗位考核制度。特别是施工质量标准，更要求生产工人熟练撑握，并组织考试，符合考核标准的工人才允许参加本工程施工。4.2工期目标及保证措施4.2.1工期目标本工期为2个月，力争在2008年6月下旬完成沥青混凝土路面摊铺。4.2.2工期保证措施1．组织保证：针对本工程情况，组织有丰富经验的项目经理、项目部人员、施工队伍，主要施工技术人员均具有参加过高速公路养护施工经验。2．以施工计划和施工组织设计为依据，根据现场实际情况和业主的安排，进一步优化和完善实施性的施工组织设计，作好分阶段关键控制点的施工计划安排。3．根据文件确定的施工计划，编制分季、分月进度计划安排，并制定完成计划的各项具体措施。4．配备良好的、完整的施工机械设备，在施工中不出现因机械故障而停工的现象。5．根据往年湖北的天气记录，5.6月份的雨量偏多，要经常与气象部门联系，及时掌握天气变化情况，以便能及时采取有效措施，充分利用一切有效时间，合理调配施工。6．合理组织沥青混凝土加铺前的综合处治工作，协调好各施工队伍的施工安排，及时与高速巡警、高速路政等单位进行沟通，取得他们的积极配合，使各项施工有序的进行，避免出现工作面“打架”和工作面空白的现象，确保施工沥青混凝土摊铺施工的连贯性，力争在最短的时间内完成封闭段的施工。48 7．合理划分施工段落，精心组织安排施工。结合业主的总体施工安排，合理划分施工段落，确保每个施工段落不出现沥青摊铺工作面接不上的现象。8．提前做好双向行车段落的换板工作，避免出现行车路段路况差而影响道路的封闭。9．在施工过程中采用流水作业方式，充分利用有效工作日、利用有效施工时间，加班作业，力争工程提前完成。10．加快人员进场和设备的搬迁、安装、调试工作，尽快投入正常运作；积极投入精干的修理力量，加强机械设备的维修、保养，提高设备的完好率；加强机械设备调度，提高设备的利用率，加快工程进度。11．专人负责协调理顺地方关系，排除干扰，维护施工秩序。加强与地方政府和当地群众的联系，取得理解与支持，创造良好的外部环境，确保施工顺利进行。五重点（关键）和难点工程的施工方案、方法及其措施本合同工程的重点是沥青上面层的施工；难点压浆、交通封闭管制和原材料质量及混合料级配的控制等。针对以上重点和难点工程我部拟采取以下几项措施：5.1加强原路面缺陷处理道路封闭后，立即组织人员对路况进行详细的调查，对路面纵向裂缝进行压浆处理。按照技术规范的有关要求对路面进行处理，各项原始记录都要交监理签字确认。5.2合理编制施工组织设计与路面施工作业指导书48 1．根据工程的质量、工期以及特殊的气候条件编制一个完善的施工组织设计，其内容应包括材料的料场地点、采备方式、运输形式、堆放场地，各结构层的施工时间安排，机具设备的配备和人员的安排，采用的工艺和工序的衔接，特殊气候条件（雨天、高温、冬季天气）下的施工对策，以及自检要求和质保措施等。2．路面施工前将编制路面施工作业指导书。在指导书中明确各种材料的各项质量指标、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。总之，路面施工应真正做到“施工有计划、工艺都知道、职责均明了、质量达目标”。施工车辆行走路线示意图见附件九，施工道路封闭计划图见附件十。5.3严格交通封闭管制项目部设置经过专业培训的专职安全员，安全员实行持证上岗，制定安全岗位职责。施工前对施工人员进行安全培训，结合施工工艺流程进行详细的安全交底。在封闭路段的两头，安全员实行24小时值班，指挥施工运输车辆的进出，协助路政和高速巡警对双向行驶车流进行指挥和管制。项目部给安全组配备专车，加强日常巡视，避免车辆堵塞和交通事故。5.4严格控制材料质量与加强试验检测材料质量的好坏直接影响路面施工质量和使用质量，尤其是就地采备的粗、细集料，如碎石、砂子等。引起路面早期破损的原因之一就是粗细集料的质量问题。因此，将认真做到以下几点：1．面层粗集料48 其强度、磨光值、压碎值、磨耗值、粒径等必须满足设计和规范要求。确定料场前必须先进行各项指标试验，合格的才采用。骨料含泥量控制在允许值以下。2．面层细集料以采用加工粗集料所得的优质石屑和机制砂为主。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，必须及时试验，不符合要求的不使用。5.5混合料级配的控制路面各结构层设计都有其相应的级配要求。首先我们将对每一档骨料进行筛分试验，检测其粒径情况。然后进行各粒径掺配试验，实际级配应尽量位于规范中值，而且要求曲线适顺，偏高限或偏低限的级配应进行调整，直至满足级配曲线要求，并据此确定每一级配的材料掺配量。当材料料场不同或采用不同破碎工艺时，均需及时对材料进行筛分试验，以及时调整掺配量。对此，要加强自检，并做好试验的记录，按规定报监理审认和备查。各结构层混合料的施工配合比试验，是保证路面施工质量的基础条件，一定要按规范规定去做。对沥青的各项指标按设计和规范要求进行检验。对骨料针片状含量应定期进行试验测定，含量超过允许标准的不能使用。各种原材料试验结果均需满足要求，并经监理工程师签认后，才能进行混合料施工配合比试验。混合料配合比试验的内容、方法、指标要求均应遵循规范规定，尤其是对混合料的密度、稳定度、粘结力等的测定更为重要。混合料试样的各项指标测试，应在有监理工程师旁站时进行，其结果须报监理工程师签认。5.6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．拌和48 拌和的关键是各档材料进料计量的正确性，骨料加热温度、拌和温度、出料温度的控制以及拌和的均匀性。施工前要进行试拌，以确保拌和质量。2．运输与摊铺摊铺时必须保证沥青混合料的摊铺温度，必须做好运输过程中的保温措施，将采用有自动找平装置的进口摊铺机。摊铺机应连续不断地摊铺，以减少接缝。3．碾压严格掌握碾压温度和碾压次序，合理组合碾压机械。碾压时要掌握好碾压速度，防止出现推挤裂缝。4．机具组合及其它在机具设备组合上要相应匹配。施工过程中对拌和、出料、摊铺、初碾、终碾温度的记录要详尽，对碾压完成后的密度检测要及时。六雨季施工安排1．及时掌握天气预报，对不良季节给工程进度和工程质量造成的影响做出准确预见及详尽的了解，并提前做出相应的应对措施。2．雨季的施工进度采取动态控制的方法，根据实际情况在原定计划的基础上不断地给予适当的调整和优化。3．施工现场设立临时仓库，在晴朗天气下备足短期内所需的各种材料。4．统筹安排好各单项工程的施工计划，有的施工项目受雨季影响较大，在工期上将综合多方面因素予以安排。5．防洪的细致工作指定专人负责或成立相应的机构，各种需要的设备随时准备齐全。七质量、安全保证体系及措施48 7.1质量保证体系7.1.1ISO9001质量保证模式以ISO9001质量管理体系标准为指导，并认真贯彻本工程的质量方针。7.1.2质量目标全部分项工程达到交通部《工程质量检验评定标准》（JTGF80/1-2004）的合格等级，主要分项工程为优良等级，单位工程优良率95%以上，工程质量到达优良。7.1.3质量保证体系为保证本标段顺利实施和兑现投标文件确定的工程质量目标。根据ISO9001质量管理体系标准和我局质量管理体系文件规定，结合我部以往从事类似工程的经验，从组织机构、思想教育、技术管理、施工管理以及经济保证等五个方面建立符合本标段实际的质量保证体系。质量保证体系由项目经理负责，项目总工组织实施，项目部设专职质检工程师，施工队设专职质量员，形成项目部、施工队二级管理系统，形成一个“横向到位、纵向到底”的质量保证体系。7.2安全保证体系7.2.1OHSAS18000职业安全健康保证模式以OHSAS18000职业安全健康管理体系标准为指导，并认真贯彻本工程的安全方针。7.2.2安全目标实现“四无”、“一控制”、“一达标”“四无”：无死亡事故、无重大交通事故、无重大火灾事故、无机破事故。“一控制”：职工年伤频率控制在9%以下。48 “一达标”：安全生产达到国标。7.2.3安全保证体系项目上建立以项目经理为首专业责任工程师、专职安全员等各方面的管理人员组成安全保证体系。具体见下图：安全保证体系框图工班、工种安全检查员安全保证体系思想教育完整提高安全意识施工技术安全规则教育组织保证项目部安全领导小组职能部门工作保证开工前检查施工过程检查制度保证国家安全法律法规各项安全生产标准、规程经济保证包保责任制奖惩分明收尾过程检查作业安全领导小组必须安全生产安全为了生产安全生产第一1、安全生产责任制2、每周安全活动制3、安全教育制4、安全技术交底制5、安全交接班制6、安全操作挂牌制7、安全生产检查制8、安全事故报告制9、安全生产奖惩制经济兑现安全生产目标7.3安全保证措施1．严格执行国家、当地及企业有关现场安全管理条例及方法。2．建立严格的安全教育制度，坚持入场教育，坚持每周召开安全教育会，培养施工安全意识。3．强化安全法制观念，签订安全协议。坚持特殊工种持安全操作证上岗制度。48 4．将安全保障措施纳入施工方案，项目经理部配备专职安全员，制订安全岗位职责。通过安全讲座、违规按例分析、安全知识竞赛、黑板报、墙报、安全巡视、安全大检查、定期召开安全生产会议奖优罚劣等形式认真贯彻落实安全生产、确保高速公路营运安全畅通的精神。5．有针对性地组织由高速巡警、路政、业主、监理单位及有关人员参加的安全生产协调会。6．在封闭道路出入口出严格按照高速巡警、路政和业主的要求摆放交通安全标志和标牌。7．加强封闭道路出入口的管理，安全员在出入口实行24小时值班，指挥施工车辆出入封闭段落，严禁施工车辆违章调头，严禁社会车辆进入封闭区。8．安排专职安全员和安全巡逻车在双向行驶路段来回巡查，及时向高速巡警、路政报告路面情况，协助高速巡警处理交通堵塞和事故；来回检查用于分隔车道的交通锥形筒的数量和线型，及时补充损坏的锥形筒，维持车辆安全顺利通行施工路段。9．提前处理好双向通车路段，确保车辆安全行使。10．施工现场、沥青拌和场和试验室等场所设置足够的消防设备。11．配备专职电工，严禁非电工作业。对于违章操作、违章指挥、不按规范、标准、规程施工者进行严肃处理。12．机械安全：施工机械要作到清洁、润滑、紧固，安全保护得力，确保机况良好。拌和厂安装要符合规定，安装验收资料齐全，在明显处悬挂安全操作规程等。机动车辆作到合理使用、正确操作、安全行驶、定期保养，不带故障出车。48 八文明施工与环境保护措施8.1文明施工措施8.1.1文明施工措施1．根据各工程施工队伍的特点制定《文明施工行为准则》，定期或不定期地对施工现场进行文明施工检查，对文明施工情况打分，并在月度生产简报公布，对违反《文明施工行为准则》的，要提出批评、限期整改直至处罚。2．树立良好企业形象，，材料和机具堆放“标牌化”，人员管理“统一化”，现场管理“规范化”的要求进行施工。3．在施工现场设置施工平面布置标牌和施工标牌。在施工现场各路口设置路牌或告示牌，以方便车辆通行。对不安全区域，设置警示牌，以策安全。4．建好施工驻地或现场的卫生设施，搞好卫生管理工作。场容、场貌实行分片包干制度，实行整洁、整顿管理，在与周围居民生活区相接区域做到无积水，无废物堆积，无臭气等。5．抓好文明施工的宣传与教育工作，严禁施工废料随意乱扔，防止施工时沥青及混合料等对道路左缘石、立柱等设施的污染；施工废料在施工后统一回收，集中处理。6．尊重当地公规民俗，搞好与当地群众的关系。8.2环境保护措施8.2.1ISO14001环境管理保证模式以ISO14001环境管理保证体系标准为指导，并认真贯彻本工程的环境保护方针。8.2.2环境保护目标48 受地方政府书面投诉率为零。8.2.3环境保护措施认真贯彻执行环境保护法，采取切实可行的环境保护措施，保护植被，减少污染，以取得当地居民和环保部门的支持，保证施工正常进行。1．在占用临时用地方面，严格执行有关部门规定，在经批准占用的区域内按照批准占用的范围，占用期限及使用性质堆放所申报的建筑材料或设备。2．施工过程中应确保公共设施的安全，做好地下管线的保护工作；3．施工机械以电动类型为主，减少柴油机废气排放，并采用无铅汽油。施工机械排放的废气要符合有关标准，机械要经常检修，防止严重漏油，避免废气，废油污染环境。禁止机械在运转过程中产生的油污未经过处理就直接排放，或维修施工机械时油污直接排放。4．施工中的运料车需遮盖。对施工中易于引起尘害的细粒要集中堆放，并应予以遮盖或适当洒水，以使施工作业产生的灰尘公害减至最低程度。5．工程完成之后，对施工范围内进行全面清理，清除施工过程中的建筑垃圾。施工废水、生活污水未经处理不直接排入田地、耕地、灌溉渠、水库等。6．施工期间，沥青、水泥、油料、化学品等材料严格堆放，防止暴雨将物料随雨水流入地表及附近水域造成污染。7．各种临时设施和场地，如堆料场，加工场等距离居民区不小于300m，而且设于居民区主要风向的下风处。8．对噪音较大的施工作业工序，尽量安排在白天进行，以便减少夜间噪音。48 附件六　　铣刨施工工艺流程图病害调查处置方案的确定切边铣刨废料运输刨边角清扫余渣清理铣刨面修复工序自检合格申请检验不合格合格进入下道工序附件七中、下面层及调平层施工工艺流程图48 合格合格合格合格合格合格合格合格不合格附件八上面层施工工艺流程框图48 合格合格合格合格合格合格合格合格不合格内部资料，请勿外传！48 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