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'目录一、施工组织设计…………………………………1(一)编制说明及编制原则…………………………2(二)工程概况………………………………………3(三)施工准备………………………………………4(四)主要施工工艺及方法…………………………6(五)质量目标及保证措施…………………………10(六)安全生产目标及保证措施……………………13(七)进度计划保证措施……………………………14(八)雨季施工安排及施工技术措施………………15(九)文明施工及环境保护…………………………16(十)工程进度形象表………………………………18
(一)编制说明及编制原则一、编制说明:1、依据湘西鹤盛原烟发展有限公司提供的地面硬化工程竞争性谈判文件及现场施工总平面进行合理编制.2、现场考察的实际情况。3、《市政工程施工规范》。4、《市政工程质量检验评定标准》。5、《市政工程施工及验收规范》。6、《水泥混凝土路面施工及验收规范》GBJ97-877、《公路路基施工技术规范》JTJ033-958、《公路路面基层施工技术规范》JTJ034-20009、《电气施工质量检验及评定标准》DL/T5210.1-200510、《建筑施工手册》11、本工程的特点:施工区域较分散,施工管理难度较大,土方运输及材料运输调配难度大.二、编制原则根据施工图及工程特点,确定编制原则为:精心组织、科学管理、合理安排、突出重点、重点环保、文明规范。1、确保实现甲方所要求的安全、质量目标在充分理解甲方意图的基础上,以施工规范及甲方提供的
施工文件为主导,采用先进、合理、经济、可行的施工方案,并满足施工规范和设计要求,确保施工安全和质量优良。2、确保实现甲方要求的工期目标依据我单位现有技术水平、施工管理经验和设备配套能力,施工进度安排合理、高效,施工区段划分协调、统一,资源配置合理、有效,做到均衡生产,以确保工程施工总工期。3、优化方案,减少投入充分考虑本工程施工环境和工程特点,充分比选、优化,从工期、投入和施工干扰方面综合考虑,做到方案合理,切实提高工作效率,降低工程造价。4、注重环保和文明施工,创文明、绿色工地严格执行相关法律、法规,保护环境,争创文明工地;合理规划施工用地,力求施工全过程对环境破坏最小,制定较周密的环境保护措施。5、充分考虑各种施工界面的协调,处理好各种关系注意搞好与建设单位及相关各承包商间的协调关系;管理好各工种班组,为工程的顺利实施创造好的条件;注意搞好与工程所处居民之间的协调关系,避免扰民和民扰事件的发生。(二)工程概况
1、工程概况:湘西鹤盛原烟发展有限公司室外地面硬化工程,位于湘西鹤盛原烟发展有限公司厂区内,根据建设单位要求及施工现场实际情况需要:①、5#库及回潮车间、精选车间西头取土并进行混凝土硬化,路面扩宽1米,长度为98米,取土平均厚度约为0.7米,硬化后路面与原路面平齐,并对原监控摄像头及路灯进行移位、改造,并对5#库及回潮车间、精选车间西头与树之间铺设宽2米,长70米鹅卵石人行通道。②、1#、2#、3#库西头原绿化带取除并进行硬化,取土宽度为2.7米长度味8米,硬化后路面与原路面平齐,经过取土后与原水沟形成高差故在原水沟一侧装模浇筑混凝土护边,护边高度与原水沟平齐;原绿化带与主干道之间一米原硬化地面进行挖掉重新浇筑混凝土;根据现场施工需要对原道路上安装的路灯及消防管、消防栓进行移位和改造;为满足现场排水要求在1#库与2#库之间西头开凿一条明沟,沟体采用混凝土现浇结构并满足场地排水要求。③、4#库、装车棚与厂区围墙之间绿化带取土并进行硬化,硬化后与原路面平齐,并对原现场消防管道及消防栓进行移位改造。④、片选车间西面、北面绿化带取土硬化
,硬化后与现有路面平齐,靠近水沟面因取土地面和沟形成高差,故队沟取土面进行装模浇筑混凝土护边,护边高与沟平齐。⑤、客户休息室与4#库之间路面取土硬化,硬化后与原有路面平齐,靠近4#库水沟一侧装模浇筑混凝土护边。⑥、9#、10#库之间原绿化带取土硬化,硬化后比现有路面高5cm,靠近9#库原水沟一侧装模浇筑混凝土护边,并对原有路灯和消防管道及设施进行移位改造。⑦、5#库办公室南边弯道进行扩宽并浇筑混凝土,10#库与焚烧炉之间路面扩宽并浇筑混凝土并安装路沿石。2、工程特点:1)道路施工线路长,施工区域分布较零散,施工分项工程和零星工程较多并不尽相同,施工要求及施工工艺较复杂,给整个施工项目带来很大施工难度及管理难度,土方、混凝土工程量大,露天作业、季节性强,遇到不可预见的问题多,所以施工前必须充分做好准备工作,包括施工管理和组织计划工作;施工中实行流水作业。严格施工管理,健全岗位责任制、加强质量安全保证体系工作。2)施工区域零散,材料堆放及施工混凝土搅拌场地局限性大,施工耗费材料多,所以要认真做好调查研究,充分合理选择施工材料(混凝土工程拟选定商品混凝土)。3)本工程现场根据人、车辆通行情况,采取安全施工措施。
4)工程施工季节正赶上雨季,可能对工程质量进度造成一定影响,需采取防范措施。(三)施工准备一、准备工作:施工准备工作是做好每项工作的必要条件,施工准备工作的质量好坏,充分与否是决定该项工作成败的关键,因此必须引起各级管理人员和施工班组的注意。施工前,工程、技术、质量各部门、各专业工长及有关管理人员要召开碰头会,沟通情况;施工班组要开准备会进行动员,明确任务、统一认识、统一做法、统一指挥、统一行动。1、组织施工人员和管理人员,认真学习施工图、设计文件、技术规范,做好各施工班组设计文件的技术交底和现场交底,掌握施工要求、质量标准,仔细地勘察现场和周围环境,了解本工程的地质、水文、气象等情况,核实现有的劳动力、机具设备,进行施工动员,编写更符合实际的施工设计和施工计划。2、为方便施工,合理平面布置,准备临时工棚、材料堆场、临时办公室等。3、了解施工现场的给水、供电及场内外运输路线等情况。施工临时用水、用电尽量利用沿线供电、供水设施。生活用水及施工用水采用厂区自来水源,对全体参加施工人员进行用水、用电的安全教育。4、施工前对埋设在地下的自来水管线、电缆管线、消防管道
等作出标志,防止施工中出现漏水、漏电现象。5、对水准点、电线杆等重要位置要设置安全防护围栏。会同建设单位对要硬化道路进行标高确定,确认无误后进入施工测量;设置施工控制边线桩及标高控制桩,以利于准确施工。6、由于施工区域均为占道施工,对道路临时必须中断时,应事先向建设单位申报,并做好断行、绕行准备。7、查明沿线附近下水道的管径、流向或可供排水的沟渠情况和以往暴雨后的积水情况。以便考虑施工期间的排水措施。二、人员、机械,材料准备:1、人员组织准备:公司领导高度重视,选拔具有丰富实践经验的人员,组成项目经理部,集中技术骨干明确分工,各负其责,以确保本工程按期保质完成。同时选择施工素质高,技术全面的施工队伍进入现场。由于施工现场的施工区域过于分散,土石方和混凝土工程量较大,厂区道路错综复杂,我项目部除配备工程所需要的技术和管理人员还加设施工现场车辆调配人员和和工种协调员。2、机械施工组织准备:根据现场条件,详细计算好所需投入的机械设备,采用机械化施工,提前做好各机具的检修工作,需投入的机械设备有挖掘机、载重自卸车、压路机、蛙式打夯机、插入式振动器、平板震动器
等。根据施工进度机械陆续进入施工现场。3、材料准备:根据施工现场工程进度所需,各种材料陆续进场。需要场外加工的半成品由场外加工运至施工现场,道路混凝土工程拟定为商品混凝土,解决了场地材料堆放和搅拌机安装位置问题并有利于混凝土的质量保证。(四)主要施工工艺及方法整个工程工作面分散,工程分项较多,但各项工程均以土石方工程和道路砂石级配垫层及道路混凝土工程为主要控制项目,零星工程按照施工规范要求进行施工。一、主要施工工艺(1)原地下预埋管线进行确定及做出标识→道路定位→土方开挖基层平整→压路机碾压(部分区域蛙式打夯机辅助进行夯实)→级配砂石基层施工(电路、消防管线同步施工)→混凝土面层分块施工→混凝土面层切割缝、缝隙填料(零星工程同步进行)→路缘石安装→检查验收(2)土方开挖挖土采用反铲挖土机,自卸汽车运土,并运至指定的卸土场。部分施工区域因无法进入挖土机械故配合人工进行开挖。
挖土前,应由放线员用白灰准确放出挖土边线,挖土时,测量人员应跟踪检查,随时测量标高.所有挖出的土方全部采用自卸汽车运至指定卸土场。对于电缆沟、管沟、窨井、消防管道采用人工开挖、采用自卸汽车运自指定卸土场.六、混凝土路面主要施工方法及技术要求(一)基底压实(1)清除腐植土及拆除障碍物(2)利用挖掘机、将基底土方粗平整至设计标高并辅以人工进行清理平整。(3)采用18t振动压路机,辅以蛙式打夯机进行压实,压实系数不得小于0.95。(二)级配砂石基层施工1、级配砂石采用人工级配,厚度为20mm,砂石级配碎(砾)石施工时,必须遵守下列规定:(1)颗粒级配要求(2)配料必须准确(3)混合料必须拌和均匀,没有离析现象(4)在最佳含水量时进行碾压,直到要求的压实度(5)采用18t振动压路机碾压时,并满足密实度要求。2、施工技术要求(1)石子的粒径、砂子的细度模数应符合要求,水泥选用P.O32.5级,混合料拌和及养护用水应选用清洁自来水。
(2)混合料配比为重量比,最大含水量及最大压实干容量参考经验数据确定。(3)碾压前必须检查控制最佳含水量和拌和的均匀性。含水量过大时应加干混合料重新拌和,含水量过小时应均匀洒水,以手握成团但不冒浆粘手、落地散开为宜;拌和过程中及碾压前应挖深点检查是否拌透拌匀,否则重拌。(4)每次压实厚度最小为200mm,最大为400mm,超过400mm时应分层拌和、压实。(5)碾压时自两侧压向路中,用振动压路机碾压时,应先静压2-3遍后再加振碾压,碾压应以表面平整无明显轮迹、压实度符合设计要求,标高和横坡、平整度符合验收标准为止。(6)碾压过程中,采用控制桩拉线或水准仪控制标高和找平,在压路机稳压后及时铲高补低,填补处应翻松加料重新压实成整体,不准出现填补薄层。(7)分段施工衔接处可留一定长度不压,亦可先压实,待下段施工时再挖松并适当加水泥和水拌和、整平与下段同时压实。(8)级配砂石从加水泥拌和到完成压实时间(包括干拌时间在内),不超过三小时;压实成型后及时洒水养护,养护期不少于三天,三天内严禁上车,每次洒水数次,以保持表面湿润为宜。(三)混凝土面层施工1、安装模板模板采用木模(木模根据混凝土面层的设计厚度确定),邻原路面一边以原路边为模,新浇筑混凝土面与原路面平齐。
(1)模板必须具有足够的强度和刚度。立模时应设有足够的支撑,以保证在混凝土振捣时不松动或变形。(2)在模板内侧应均匀薄涂一层脱模剂,以利脱模和保护混凝土面层。(3)模板应根据放样位置,准确安装,支撑应牢固,底面与基层表面应密贴,以防漏浆。接头(包括企口接头)应严密无隙,不得有离缝、错缝。顶面应齐平,不得有高低错落。2、混凝土的搅拌道路混凝土工程采用商品混凝土浇筑,零星工程混凝土搅拌可根据施工场地和运输条件而采用集中或分散搅拌。拌制混凝土时,要准确掌握配合比,必须保证混凝土配量的精确度。水泥采用P.O32.5级水泥,配比按照规范要求试配。(1)严格控制用水量。每天应对砂、石材料的含水量进行三次测定(即早晨上工前、上午11时和下午16时),雨后应及时进行复测,由试验人员根据测定结果在用水量中加以调整,其他人员不得任意增减。若使用搅拌机自动加水设备,每班开拌前必须认真校验其准确性。(2)若使用袋装水泥,应抽查袋装水泥的重量,确保水泥用量的精确度。(3)所有材料一律按重量比计。每拌所用材料,均需用磅秤过磅。每班开拌前磅秤必须校验。混凝土配料允许误差(自重的百分比):水泥为土1%,砂为土2%,碎石为土3%,水为±1%,外加剂为±1%。须经常清除底盘上和侧边的散料,以保持称量的准确。
(4)混凝土搅拌必须做好记录工作,应有专人负责检查控制,每班至少检查二次材料配量的正确性和混凝土的坍落度。3、混凝土的运输施工道路混凝土工程采用商品混凝土,施工根据浇筑所需量进行混凝土的调配,施工现场区域较分散,项目部车辆指挥人员对进场护凝土搅拌车进行合理的调配,施工现场零星工程自拌混凝土运输通常采用手推车,装载不应过满,以防漏浆或外溢。混凝土混合料必须在初凝前运至摊铺地点,并有足够的摊铺、振实、整平和抹面的时间。混凝土混合料的卸料的高度不得大于1.50m,以免发生离析。运料车进入摊铺地段和卸料时,不得碰撞模板。炎热干燥、大风或阴雨天气运输时,应加覆盖。每车卸料后必须及时清除车厢内的粘附残料。4、混凝土的摊铺摊铺混凝土前应检查下列内容:(1)模板的位置、标高、涂油、支撑牢固程度是否符合要求,模板底面与基层表面(或老路面)间是否密贴无缝隙,胀缝、纵缝、施工缝的传力杆是否按要求设置。(2)基层表面,若有局部松散,应立即整修。杂物应清除干净。在摊铺前应洒水湿润。(3)运输路线是否平整通畅,养护和防雨等的准备工作是否落实。(4)临时排水设施是否落实。
运到浇筑现场的混合料如有离析现象,应用铁铲翻拌均匀。摊铺时用铁铲撒铺混合料,不得扬撒抛掷,以免混凝土发生离析。在模板附近,需用方铲扣铲法撒铺混合料,并插捣几下,使浆水捣出,以免发生空洞蜂窝现象。混凝土板厚在22cm以下时,可一次摊铺捣实,厚度超过22cm时,应分二次摊铺,分层振实。分二层摊铺时,下层摊铺厚度约为总厚度的3/5(边摊铺、边整平、边振实),振实后,紧接摊铺上层,并整平振实。混凝土的摊铺振实工作应连续进行,不得中途间断。若有特殊的原因,在初凝时间内被迫临时停工,中断施工的一块混凝土板上应用湿麻布覆盖,以防假凝。恢复施工时,应将此处混凝土耙松补浆后再继续浇筑。若停工超过混凝土初凝时间,应作施工缝处理。施工缝应设在缩缝处。若无法设在缩缝处,其位置应设在板的正中部分。超过初凝时间的混凝土混合料严禁继续使用,严禁分散铺于混凝土板底层,已经摊铺的必须予以清除。摊铺时应考虑振实后的下沉量。摊铺时可在模板顶面加一厚约2.5cm的木条,以防振动时混凝土混合料外溢。木条可用U形铁夹子紧卡在模板顶上,随摊铺进度向前移动。若浇筑过程中遇雨,对浇筑好的混凝土应用事前准备好的防雨设施进行覆盖,未浇筑混凝土暂停施工。5、混凝土振捣混凝土的振捣采用插入式振动棒进行振捣,在每一位置的振动时间一般为15s—
25s,不得过久,应以振至混凝土混合料泛浆,不明显下降、不冒气泡,表面均匀为度。振动时应将振动棒垂直上下缓慢抽动,每次移动间距不得大于作用半径的1.5倍。插入式振动棒与模板的间距一般为lOcm左右。插入式振动棒严禁在传力杆上振捣,以免损坏邻板边缘混凝土。用振动棒振捣完毕后,表面再用振动梁振实整平。振动梁在振捣时其两端应搁在两侧纵向模板上,作为控制路面标高的依据。为提高混凝土面层表面的平整度、密实度和耐磨能力,经振实整平后,应用振动梁搁在纵向模板(侧模)顶上,自一端向另一端依次振动两遍。在振动梁拖振整平后,再用滚筒进一步整平,并赶去多余浮浆。6、收水抹面水泥混凝土路面收水抹面及滚槽技术操作的好坏与严格掌握混凝土的收水时间,及时做好抹面工作有关。收水抹面就是在路面混凝土浇捣成型,并经过整平后的一道表面处理工艺,它能增强抗磨能力和防止产生网状细裂缝。收水抹面的目的,是使表面磨耗层(2mm—4mm的砂浆层)密实、平整。在收水抹面成活的基础上再进行表面滚槽处理,处理后的路面表面要经得起车轮长期作用而不磨光,其表面应具有细纹理和一定的粗糙度并应有贯道通的小沟槽以利于排水,并符合行车安全度及雨天行车少滑溜的要求。混凝土面层抹面一般分3遍进行。即一遍木抹先找平抹平(粗抹),待砼表面无渗水时再抹平抹光(细抹),以达到板面平整、密实的效果。烈日曝晒时应搭遮阳棚进行抹面工作。
抹面过程中,严禁采用洒水、撒干水泥、补浆等方法找平。混凝土面层整平抹光成型后,应平坦、密实、无抹痕,不露石子,无砂眼和气眼,并有一定的粗糙度。当混凝土处于初凝终止状态,表面尚呈湿润时,应趁此时机进行最后一次抹面,把混凝土表面砂浆进一步挤压紧密。表面平整后,多余水基本排除蒸发,用食指稍微加压按下去能出现2mm左右深度的凹痕,或抹子加压抹面能出现水光,即为最佳滚槽时间。滚槽时应顺横坡方向进行,为形成勾通的沟槽而利于排水,滚槽工具应在整个板面上一次进行,中途不得停留或分二次,操作人员站在脚手板上,从第一条纵缝模板开始,滚槽工具接触混凝土表面,脚同时移动走向另一块纵缝模板上(滚槽要求视建设单位要求定)。(2)伸缩缝施工伸缩缝的施工方法,应采用切逢法。当混凝土达到设计强度的25%~30%时,应采用切逢机进行切割。切缝用水冷却时,应防止切缝水渗入基层和土基。8、混凝土养护当混凝土表面尚呈湿润而有一定硬度(用手指轻轻揿上去没有痕迹)时,即应用湿草帘(或湿草袋、湿砂)覆盖,并洒水湿润(不得使用水龙头集中在一处冲浇或直接浇在混凝土表面上)。混凝土表面不得留有任何痕迹如脚印和草帘痕迹等。
必须经常洒水,使草帘始终保持潮湿,湿治养生期一般为14d,在养生期间覆盖物应始终保持湿润,每天用喷壶或水龙带均匀洒水至少2-3次,夏季洒水还需增加,混凝土在高温条件下,才能加快其凝结作用。如养生期不足或早期养生不及时,均会影响混凝土强度的发育增长和表面抗磨性。湿治养生结束后,应将草帘移出(在接缝处的草帘暂不移去),以防止尘土、垃圾、小石子落人缝内而增加填缝前清除的困难。在纵坡不大的路段,也可采用围水法对混凝土进行养生。用粘土沿路面两边筑成小土堰,把路面分段围住,然后在堰内灌水5cm-l00cm深,以淹没混凝土表面。此法既可节省洒水工作量,又可避免烈日强风对混凝土的侵害。养护有一点必须注意,混凝土最初几小时禁止大量洒水,过早的大量洒水养生可使表面起壳脱落。9、道路切缝混凝土连续浇捣不需要安装压缝板,而在混凝土浇捣完毕后,经过养生混凝土强度达到25%-30%设计强度时即可切割。按照缩缝或纵缝的位置使用切缝机切割成缝,其宽度为8mm。切缝时必须掌握切缝时间(参见下表),防止因温差影响使混凝土早期出现裂缝。混凝土要采用商品混凝土,混凝土强度增长较快,天气温度较高,能适应切割时间。切缝机切割时间表序号昼夜平均气温(℃)进行切割时间(d)15421033152
4201.5525以上1注:进行切割时间指混凝土抹面成路后所经的时间;若早晚温差悬殊,应通过试验后决定进行切缝时间。(1)切缝机具切缝机具由切割、进刀、行走、定位导向和冷却五个部分组成。工作时由两台电动机带动,一台进行切割,一台行走移动。切割机应有良好的静态和动态稳定性。(2)切缝施工工艺切缝前应检查电源、水源及切割机组试行运转的情况,切割机刀片应与机身中心线成90°角,并应与切割线成直线。开始切割前,应调整刀片的进刀深度,切割时应随时调整刀片切割方向。停止切缝时,应先关闭旋扭开关,将刀片提升到混凝土板面以上,停止运转。切割时刀片冷却用水,水的压力不应低于0.2Mpa。切缝后应尽快灌注填缝材料工作缝施工:施工时浇筑摊铺时间不得过长,允许的最长间歇时间,应按所用水泥的凝结时间及混凝土硬化条件确定。如无试验资料,间歇一般不宜超过1h。因故停工在1h以内,可将已捣实的混凝土用湿麻袋盖上,等恢复工作时将此混凝土耙松再继续铺筑,如停1h以上时,应作施工缝处理.
混凝土面层养护结束后开始施工路缘石(5#库、回潮间、精选间部位有90米路缘石;5#库办公室部位有100米路缘石)。路缘石施工工艺为:土方开挖(回填)→基底土夯实→100厚三七灰土基础夯填→立路缘石(路缘石下铺1:3水泥砂浆,路缘石上口高出路面100mm)→路缘石背面三七灰土夯填→两节路缘石接缝处勾缝(勾缝材料为1:3水泥砂浆)→路缘石背部土方回填七、人行道主要施工方法及技术要求(5#库、回潮间、精选间西头与树之间铺设鹅卵石人行道):人行道面层为铺设鹅卵石,其做法为:原地面清理→100mm厚水泥砂浆→铺设100mm厚鹅卵石→洒水养护工艺流程:原地面清理→100厚水泥砂浆→找标高、拉线→铺设100mm高鹅卵石→灌缝及养护。1、人行道是在原混凝土地面上进行施工,对原地面进行清理,并进行基层与面层的粘结处理。2、找标高、拉线:根据邻近道路已有标高和设计要求的路面标高,延路长进行砸木桩(或钢筋棍),用水准仪抄平后,拉水平线。3、铺混凝土预制块路面对进场的鹅卵石进行进场验收和清洗。拉水平线,根据路面场地面积大小可分段进行铺砌,先在每段的两端头各铺一层鹅卵石面层,以此作为标准进行铺设。在路面上水泥砂浆找平层上进行铺设,一次性不得铺的面积过大,随铺浆随砌,卵石铺设时略高于面层水平线,然后用橡皮锤将
卵石敲实,使面层与水平线相平并要及时拉线检查平直度,用2m靠尺检查板块的平整度(卵石排序及花饰甲方自定)。八、排水沟工程施工方法(1#库与2#库之间西头开一明沟):为满足1#库及2#库道路排水要求,在1#库与2#库之间西头开一明沟水沟,在开挖之前弄清于施工相关的地下情况,施工放线,用风镐开挖原有混凝土地面(10米左右)挖沟槽,其余为人工进行挖土轻沟槽,沟槽底平整,控制好挖掘深度,槽底夯实采用夯实机夯实达到密实度。测量控制采用水准仪进行标高测量及沟内排水放坡控制。做混凝土基底,沟槽经夯实达到设计密实度后,用经纬仪定排水沟中心线,按要求安装混凝土侧向模板。按施工配合比配制砼,浇筑平基,混凝土采用混凝土搅拌机拌合,人工铺筑,机械振捣,找平,覆盖塑料薄膜,洒水养生,混凝土达到设计强度后,拆除模板,清理沟槽,用防水砂浆进行沟内找平放坡,最后进行沟上部铺设直径25螺纹钢间距为8cm.九、质量标准道路基层质量标准和检验方法类别序号检查项目质量标准检验要求检验方法及器具范围点数主控项目1压实密度0.951000m21检查试验报告2表面质量表面应坚实、平整,不得有浮石、粗细料集中观察检查1宽度偏差±50mm40m1钢尺检查
一般项目2厚度偏差±10%1000m21钢尺检查3表面平整度≤15mm20m13m直尺检查4中线标高偏差±20mm20m1水准仪检查5横坡偏差±20mm,且不大于±0.3%20m2水准仪检查预制块人行道路面质量标准和检验方法类别序号检查项目质量标准检验要求检验方法及器具范围点数主控项目1预制块规格、质量符合设计要求和现行质量标准观察、钢尺检查、检查进场施工记录2铺砌质量必须平整稳定,灌缝应饱满,不得有翘动现象观察检查3人行道面层与其它构筑物应接顺,不得有积水现象观察检查一般项目1路面平整度≤5mm20m13m直尺检查2相邻块高差≤3mm20m1钢直尺检查3横坡偏差坡长的±0.3%20m2水准仪检查4纵缝顺直度≤10mm20m1拉20m线量取最大值5横缝顺直度≤10mm20m1沿路宽拉小线量最大值6井框与路面高差≤5mm钢尺检查7标高偏差±10mm每座检查水准仪检查水泥混凝土路面质量标准和检验方法类别序号检查项目质量标准检验要求检验方法及器具范围点数主控项目1原材料材质必须符合设计要求和现行有关标准检验出厂合格证和试验报告2混凝土强度必须符合设计要求和现行有关标准检查试验报告和强度评定资料3路面外观质量不应有露石、蜂窝、麻面、裂缝、脱皮、啃边、掉角、印痕和车轮现象;接缝填隙应平实、粘结牢固,缘缝清洁整齐观察检查
4伸缩缝及施工缝留置质量符合设计要求和现行有关标准的规定,定位准确,缝壁垂直,缝宽一致,填缝密实;传力杆必须与缝面垂直观察、钢尺检查5路面厚度偏差+20~-550m1钢尺检查一般项目1填缝材料必须符合设计要求和现行规范规定检验出厂合格证和试验报告2路面宽度偏差±20mm50m1钢尺检查3路面平整度≤5mm50m13m直尺检查4纵坡标高偏差±10mm20m1水准仪检查5横坡偏差坡长的±0.25%100m3~7水准仪检查6纵缝顺直度≤10mm100m1拉20m线量取最大值7横缝顺直度≤10mm每20条缝量2条沿板宽拉线量最大值8板边垂直度±5mm,胀缝板边垂直度无误差沿板边垂直拉线量取最大值9相邻板高差≤3mm钢直尺检查10井框与路面高差≤3mm每座检查钢直尺检查路缘石质量标准和检验方法类别序号检查项目质量标准检验要求检验方法及器具范围点数主控项目1路缘石强度、质量符合设计要求和现行有关标准观察、钢尺检查、检查试验报告2路缘石施工必须稳固、并应向直、弯顺、无折角,顶面应平整无错牙,勾缝应严密,不得有阻水现象;路缘石背后回填必须密实观察检查一般项目1顺直度≤10mm100m1拉20m线量取最大值2相邻块高差≤3mm20m1钢尺检查3缝宽偏差±3mm20m1钢尺检查4顶面标高偏差±10mm20m1水准仪检查
(五)质量目标及保证措施一、质量目标:合格。二、保证工程质量的措施:1、建立工程质量保证体系措施,做到组织落实。建立项目质量管理机构,项目经理直接抓,技术负责人靠上抓,质检负责人专门抓,强化组织领导,同时健全质量管理专项规章制度,落实岗位责任制,形成一个既有各自任务、权限而又互相协调,互相促进的有机整体。2、抓好安全员质量教育,增强职工质量意识,引进全面质量管理理念,增强职工质量责任感和危机感。3、搞好职工技术培训,进一步熟悉施工操作规范及质量标准,保证正确操作及检测。4、严格履行交底制度,各工程开工前,均进行书面技术交底,详细交待施工方法、步骤、质量要求,认真学习施工图及文件、有关技术操作规范和质量标准,做到心中有底。经交底人,接受人双方签字后实施。使操作人员明确施工程序、施工方法和质量标准。5、精心测量放样,安排专职测量人员及时复测验收。6、加强原材料管理,把好材料进场关。7
、完善质量检查验收制度,在施工过程中,质量检查人员要进行跟踪管理,发现问题,及时修改。各分部、分项工程施工阶段完成后应及时自检,请甲方质检人员及监理工程师检验合格签字后,方可进行下道工序的施工。8、做好施工中各项技术档案资料的整理和积累工作,及时填报工程验收报表,特别是隐蔽工程的验收签证,施工日记,建立技术档案,保存原始资料。9、各项已完成的工程,要做好成品保护工作。10、搞好施工机具、仪器的检修工作,经常保持机具设备的完好和精度。三、强化质量通病的防治措施:1、及时总结,及早预防对重要工序和技术难题展开讨论,在施工中认真克服质量通病。2、加强测量工作的管理,严格控制标高。预防与设计误差较大,一旦出现问题坚决翻工重做。3、加强路面工程的施工,防止各基层厚度不够,配合比计量不准,拌合料过干或过湿碾压。(六)安全生产目标及保证措施一、施工安全保证措施:1
、建立现场安全网络,由项目经理直接负责,安全技术负责人落实安全施工方案,制定各项制度,落实安全规定的执行,做到职责清楚,任务明确,做到施工不忘安全,安全为了施工,使安全工作贯彻到工程施工的全过程。2、成立安全小组,对参与道路施工的人员进行安全技术教育。3、施工现场加强管理。4、路基施工压实安全措施:1)开动前,机械周围应无障碍和人员。2)在运行中,不得进行修理或加油。3)变换压路机前后方向,应待滚停止后进行。严禁利用换向离合器作制动用。4)新开道路碾压,先两边,后中间,距路基边缘不少于0.5M,上坡变速应在制运后进行,下坡时应挂低速挡不得脱挡滑行。5)多台压路机联合作业时,其间距应大于3M,以免发生碰撞或造成转向困难。6)压路机转移工地较远时,不得用其它车辆拖拉牵运。7)振动式压力机起振必须在压路机行走后进行,停振必须在压路机停车之前进行。8)压实松软路基,应先经过1—2次静压,然后再进行振动碾压。9)严禁在硬质路面上起振,以免损坏路面和压路机机件。10)碾压前,应先调整好振动频率后再作业。11)压路机在高速行驶时不得结合振动。12)不得在急转弯时用快速挡。13)换向离合器、起振离合器和制动离合器的调整,必须在离合器脱离开后进行。
6、道路结构层施工时,各种材料摊铺时,要尽量落低,减少飞扬。7、对碾压成活的路段,限制车辆行驶时,应用警示牌拦挡或用旗语指挥,禁止跑到车前去挡车。8、现场设安全轻便的护栏和“禁止通行”、“危险慢行”的安全标志牌,夜晚挂红灯示警,在不断交通的施工情况下,施工人员要随时注意避让来往车辆和行人。9、对施工用电线路和机电设备勤于检查。(七)进度计划保证措施一、工程进度保证措施:1、计划工期天,要充分做好开工前与施工各阶段的准备工作,强化项目管理,实行项目经理负责制,做到全面计划统一组织,统一指挥,统一调度。2、编制切实可行的进度计划,在施工过程中上下协调,长短计划衔接,确保工期的实现。3、精心组织各类管理人员和技术人员,投入本工程,合理安排施工工序、施工方法,组织分段流水或交叉分项施工,充分利用作业面。4、采用机械化施工,人工配合,提高劳动效率。5、组织好充分的人力、材料、机械、后勤供应,保证工程所需。6
、对天气的影响早准备、早预防,防止雨天影响。同时雨后做好排水工作,尽快恢复施工。7、对工程实行目标管理,充分调动职工的积极性,层层落实责任制。8、针对施工区域较分散,故进行区域施工的划分,以1#、2#、3#、4#库和精选车间、回潮间、5#库为施工重点两大片区,其余施工片区与这两大施工片区同步施工或交叉作业并根据施工实际情况进行合理规划和调整。(八)雨季施工安排及施工技术措施一、雨季施工措施:1、注意每天听好天气预报,做到早准备、早组织,合理安排施工,尽量避免雨水作业以确保质量。2、施工现场做到雨后不积水,不影响施工进度。3、雨季施工应注意边坡稳定,必要时应加支撑。4、雨季施工严禁靠房屋墙壁堆土。5、加强工地现场与材料加工商和商品混凝土公司的联系,现场调度人员根据厂区道路情况进行合理调度,缩短施工路段,各工序要紧密衔接,用装载机和人工装材料时,应注意车停稳后再装,要防止车辆滑动。6、汽车和工地应备有防雨设施,并做好相应的排水措施,沟边排水时,要站稳,以防滑入沟内。
7、场内运输时,路面应根据需要加铺炉渣、砂或其他防滑材料。8、机械挖掘时应当采取措施注意行进和移动过程的防滑,在坡道路面应当缓慢行驶,上坡时不得换档,下坡时不得空档滑行,路面行驶不得急刹车。在边坡附近使用、移动机械应注意边坡可承受的荷载,防止边坡塌方。(九)驻地建设、文明施工及环境保护一、现场文明施工管理措施:1、严格按程序施工,确保工程紧张有序的顺利进行。2、现场材料堆放要砖成垛,砂成堆,原材料及成品要堆放整齐。3、坚持文明施工,安全宣传牌要明显醒目。4、按照施工现场平面设置各项临时设施,并随施工不同阶段进行调整,合理布置。5、工地道路要平坦、畅通、整洁、不乱堆乱放。5、现场施工要做到工完场清、活完料清,成品要进行保护。6、处理好周边关系,减少干扰。7、遵守国家有关环境保护的法律规定,应有效控制现场各种粉尘、废气、废水、固体废弃物以及噪声、振动对环境的污染和危害。二、环境保护技术措施:1、防止大气污染:1)施工垃圾及时清运,适量洒水,减少扬尘。
2)易飞的细颗粒散体材料、外运垃圾、工程渣土,应严密遮盖,运输时要防止撒落、飞扬。卸运时应采取有效措施,减少扬尘。3)制定洒水降尘制度,专人负责。2、防止水污染:施工生产作业产生的污水,控制流向或回收用于洒水降尘。现场油料储存和使用采取措施,防止油料跑、冒、滴、漏、污染水体。3、减少噪声危害的技术措施:1)消除和减弱施工中的噪声源。2)控制噪声的传播。3)做好防护。4)严格控制作业时间。4、施工现场保卫工作措施:1)施工现场的保卫工作对现场的安全及工程质量、成品保护、材料保护有着重要的意义,建立完整可行的保卫制度,包括领导分工、管理机构,管理程序和要求,防范措施,组建保卫人员。5、地下管线及其它地上地下设施的保护加固措施:5.1在道路及管道沟槽开挖前施工负责人必须向操作人员详细交底。1)地下设施情况。2)危险性。
3)安全措施。5.2道路及管沟开挖前,与有关单位联系,有管线管理单位代表到现场标明管线所在位置,进行人工开挖,做好标记。
(十)计划开、竣工日期和施工进度网络图序号名称单位天数施工进度51015202530354027303336391机械挖土方米³215cm3:7石灰土米²315cm3:7石灰土米²4石灰粉煤灰砂石米²5砼米²7钢筋砼管铺设米9外运垃圾米³10竣工清理劳动力计划曲线图内部资料仅供参考
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