室外道路施工方案及仓库地坪施工方案

嘉民西安电子商务产业园地面施工专项方案室外道路、仓库地坪施工方案陕西瑞森建设工程2023年元月21日室外道路施工方案及仓库地坪施工方案1．PlantRoadsandWarehouseTerrace1、厂区道路及仓库内地坪1.1ConstructionConditions1.1施工条件1.Constructionconditions施工条件(1)Roadconstructiondrawingarrivesonthesite,whichcanbeusedasbasisforconstructionafterdrawingtriage.道路施工设计图纸到达现场，并经过图纸会审，可作为施工根据。(2)Relevantmaterialshavebeenprepared.相关材料已准备完善。1.2ConstructionArrangement1.2施工布署1.2.1FunctionsofMajorManagersinPlantRoadsandWarehouseTerranceAreas1.2.1厂区道路、仓库地坪区域主要管理人员职能1.Constructiondirector,techniciansandconstructionworkers:beresponsibleforsupervision,controlanddisclosureofallconstructiontechnologies,controlonsafetyqualityscheduleandfillingofconstructionmaterialsincludingconstructionjournalintheirownworkingpart;andberesponsibleforsitesafetyandtechnicaldisclosure.施工主管、技术员、施工员：负责本部位的全部施工技术监控以及工艺控制、交底，平安质量进度的控制，施工日记等施工资料的填写；负责现场平安、技术交底工作。2.Qualityinspectors:beresponsibleforqualityinspectionofeachitemintheirownworkingpart,connectingwithmain-contractorandsupervisor,acceptingworksintheirownworkingpartoperatedbyotherrelevantunits,andvariousmaterialscollectingandfilingthemtothedataroom.质检员：负责该部位各分项的质量检查、联系总包及监理及其他相关单位对该部位的验收工作，还有各种资料的收集、交资料室归档等工作。3.Safetysupervisors:beresponsibleforsafetyworksintheproject,beresponsibleforsafetysupervisingandorganizinggroupsforsafetylearningunderthesafetydirector’sguidance,andberesponsibleforfillingandarrangingsafetymaterialswithattentionspaidtoprocesscontrol,andfindingandeliminatingsafetyriskstimelyforpreventions.平安员：负责工程的平安工作，平安员在平安主任指导下负责本部位的平安监督及组织班组进行平安学习，负责平安资料的填写、整理，注重过程控制，及时发现并消除平安隐患，做到防患于未然。4.Measuringgroup:conducthorizontalcontrolandaxiscontrolonthesite,andretestthesiteelevationandaxiscoordinate.测量组:严格按照施工专项方案、标准及设计图纸要求,对现场进行水平控制、轴线控制、对现场高程及轴线坐标进行复测。1.2.2MainConstructionProcess1.2.2主要施工流程Specificconstructionprocessofoutdoorroads:stakingoutinsurveytrenchexcavationpipelayinghandlingoffoundationtrenchroadbedconstructionpavementconcretepouringcurbconstructionroadsidebackfill室外道路具体施工顺序：测量放样沟槽开挖管道敷设基槽处理路基施工路面混凝土浇筑路侧石施工路边回填土Specificconstructionprocessofwarehouseterrace:clearupthecultivatedsoiltooldsoillayerifanycultivatedsoilrammedearthindoorbackfillandtampingstablelayeroflime-flyashstabilizedaggregatepolyethylenewaterprooflayingC30concrete(withsteelfiberinit)surfacetreatment(polishing,dust-collecting,spreadingcarborundumevenlyonthesurface,andsurfacehardening).仓库内地坪具体施工顺序：如有耕土应先去除耕土至老土层素土夯实室内回填并夯实二灰碎石稳定层聚乙烯防水膜铺设C30砼〔内掺钢纤维〕表层处理〔打磨、吸尘、面层均匀铺洒金刚砂、外表硬化〕。1.2.3LaborOrganization1.2.3劳动力组织Scientificandrationallabororganizationisoneoftheimportantfactorsforsuccessfulprojectproceeding,distributinglaborpowertimelyaccordingtoprojectactualschedule.Wewillassignthemoseexcellentandexperiencedconstructionteamtoworkonthesitethroughinvestigation,whichwillbetrainedforsafetyknowledgebeforeoperatingandorganizetechnicaldisclosureinaseriousmanner.Thepersonnelsinspecialworktypesshouldworkwithcertificates,gettingdowntoworkassoonasenteringthesiteintime.科学合理的劳动力组织，是保证本工程顺利进行的重要因素之一。根据工程实际进度、及时调配劳动力。我们将通过考察指定最优秀的、有丰富经验的施工队伍进驻本现场。进场作业前进行平安知识教育培训，认真组织技术交底。特殊工种持证上岗，按时入场后迅速进入工作状态。MajorLaborForceSchedules主要劳动力方案表No.序号WorkType工种Unit单位Quantity数量WorkingScope工作范围Mason泥工person人20Curbbricklaying路侧石砌筑Concreteworker砼工person人15Concretepouring砼浇筑Welder焊工person人2Embeddediron预埋铁件Electrician电工person人2Electricforsiteconstruction现场施工用电Backman杂工person人20Sitemaintenance,cleaning,etc.现场维护、清理等1.2.4MainMachineryEquipmentPlanforConstructionSite1.2.4施工现场主要机设备方案MainMachineryEquipmentPlanforConstructionSite施工现场主要机械设备方案No.序号Machine(equipment)/NameandSpecification机械〔设备〕/称名规格Unit单位Quantity数量PowerKW功率KWGrossPowerKW总功率KWRemarks备注1Roadroller20t压路机20tSet台12Excavator400挖土机400Set台23ElectricwelderBX700电焊机BX700Set台270140Marked已标识4Platevibrator平板振动器Set台25Internalvibratortype75插入式振动棒75型Set台34166Concretecarrier/10m3砼运输车/10m3Set台12//7Divingpump/Q50潜水泵/Q50Set台35202forreservation2台备用8Levelinstrument/AL332水准仪/AL332Set台1//Qualifiedinforcedinspection,withinvalidperiod强检合格，在有效期限内9Totalstationinstrument/BTS-6082CL全站仪/BTS-6082CLSet台1//Qualifiedinforcedinspection,withinvalidperiod强检合格，在有效期限内10Theodolite经纬仪Set台1//Qualifiedinforcedinspection,withinvalidperiod强检合格，在有效期限内Projectinthispartplanstofirstlyconstructfire-fightinglanesnearofW-3/W-4,warehouseterraceinthesametimeandfinally,theheavyvehicleroads,truckparkingspaceandgoodshandlingarea.Thebicycleshedshouldbeconstructedalternativelyinaccordancewithsitesituation.本局部工程拟方案先施工靠近W-3、W-4仓库的消防车道。同时施工仓库内地坪，最后施工重型道路、货车停车位及装卸货区域。自行车棚根据现场实际情况穿插进行。1.3MainProjectConstructionMethods1.3主要工程施工方法1.3.1ConstructionPreparation.1施工准备1.Sitepreparation现场准备(1)Adoptwarningbeltsfortemporaryenclosureonbothsidesoftheconstructionroadaccordingtosectionconstructionsequenceonthesite.按照现场分段施工的顺序，对施工道路两边采用警戒带进行临时围蔽。(2)Axisandelevationtestinghasbeencompleted.轴线及高程复核工作已完成。2.Technicalpreparation技术准备(1)Drawingtriagehasbeencompleted.〔1〕图纸会审已完成。(2)Givedualattentiontoconstructionschemecompiling,andpayattentiontokeypointsfocused,withconstructiondrawings,constructionrules,qualitystandardsandoperatingregulationsasguidancedocumentsforconstructionorganization.编制施工方案要兼顾全面，突出重点。以施工图、施工标准、质量标准、操作规程作为组织施工的指导文件。(3)Organizeandarrangelaborforceandtechnicalpower,andestablishorganizationforconstructiontechnologyandmachinerymanaging,accordingtoworkamountofsub-project.根据分项工程的工程量，组织、安排劳动力和技术力量，建立施工技术，机械管理机构。1.3.2EngineeringSurveyControl.2工程测量控制1.Surveyingandlining测量放线Beforeroadconstruction,itisnecessarytore-checkroadaxisandelevation,andconductstakingoutinsurveyafterthereisnoerrorintherecheck.道路施工前，必须进行道路轴线以及高程的复核，复核无误前方可进行测量放样。Therecheckingmethodisadoptingtotalstationinstrumenttoconducttraverseclosureaccordingtothecoordinatepointsofferedbytheproprietor,withthehorizontalcoordinatecontrolcomplyingwithprecisionrequirementsofsecond-ordertraverseandelevationcontroldeviationcomplyingwithprecisionrequirementsofthird-orderlevel,whicharecontrollingpointsinconstructionmeasuring.复核方法为采用全站仪根据业主给出的坐标点进行导线闭合，平面坐标控制符合二等导线精度要求，高程控制误差符合三等水准精度要求，作为施工测量控制点。Adoptlevelinstrumenttointroducethesitelevelelevationtotheexistingbuildings,whichisthebasisofmeasuringchannelelevation.Theelevationcontrollinglineshouldbeintroducedtotheseveralexistingbuildingsfromonepointtothesurroundingaccordingtoconstructiondemands.Testeachelevationline.采用水准仪将现场水准点标高引测至现有的构筑物上，作为沟道标高测量的依据。标高控制线应根据施工需要从一点向四周引测至现有建构筑物多处，对于各条标高线，应予校测。2.Axistestingandlaying:轴线测设：Intheaxistestingandlayinginthisproject,totalstationinstrumentortheodoliteareadopted,tryingtoreduceintroducedcontrollingpointstoreducedeviations.本工程轴线的测设采用全站仪或是经纬仪，尽量减少引出控制点，从而减少误差累加。Accordingtothecontrolgridofplantplanconstruction,conductlocationandlining,andpreparecontrollingpilesofallmainaxiseswhicharethestandardoflocationinspectionandembeddedpartsadjustmentinroadconstruction.根据厂区平面施工控制方格网进行定位放线，做好各主轴线的控制桩，作为道路施工中定位检查及预埋件调整的基准。3.Technologyqualityrequirements:工艺质量要求：Theplancontrollingpileshouldcomplywithprecisionrequirementsofsecond-ordertraverse;andtheelevationcontrollingpileshouldcomplywithprecisionrequirementsofthird-orderlevel.平面控制桩应符合二级导线精度要求；高程控制桩应符合三等水准精度要求。Themeasuringinstrumentstobeusedshouldpassthroughannualinspectionandbeinaperfectusingstatus;professionalpersonnelinmeasuringshouldchooseproperwhetherconditiontomeasure,whichcanensureagodintervisibilityforallpilepositions,avoidinginfluencesfromconstructionmachinesandpersonnel;regularlyrecheckallmeasuringpointseverymonthtoensureaccuracy.所用测量仪器须经过年检，处于完好使用状态；测量由专业人员，选择适宜天气条件进行,所有桩位应通视良好，避开施工机械和人员的扰动影响；所有测点应每月定期进行复核，保证准确性。1.3.3ConstructionMethods.3施工方法1.Maintechnicalrequirementsinroaddesign道路设计主要技术要求(1)Setlongitudinalseamandpullrodswhentheroadwidthexceeds4500mm,andФ14twistedsteelareadoptedinpullrodinthelongitudinalseam,withthespacingnomorethan1000mm,andthedistancebetweentheoutermostpullandtheseamorfreeedgenomorethan350mm.道路宽度大于4500mm时，设置纵向缝，并且设置拉杆，纵缝拉杆采用Ф14螺纹钢筋,间距不大于1000mm，最外拉杆距接缝或自由边不大于350mm.。(2)Filltheexpansionseamwithmixturematerialofpitchandrubber,andconductconstructionaccordingto20mmwidth.Ф25roundsteelbarsareusedindowelsteelintheexpansionseam,andthecoverendshouldbeinstaggeredarrangement,withthespacingbeing300mm,andthedistancetotheseamorfreeedgenolessthan150mm.胀缝均采用油膏混合料填缝，按照20mm宽施工。胀缝传力杆采用Ф25圆钢筋,套子端应在相邻板中交错布置，间距300mm，距接缝或自由边不小于150mm.(3)Thecompactionparameterofgutterbasesis≥0.93;andthecompactionparameterofwarehouseterraceis≥0.94.路槽基底压实系数≥0.93；仓库地坪基底压实系数≥0.94。(4)Roadlinesshouldbepressedonroadsurface.路面须压路纹。2.Roadconstruction道路施工(1)Foundationtrenchexcavation基坑开挖①Conductstakingoutinsurveyaccordingtorequirementsindesigndrawings,andexcavate600mmawayfromtheborder-linemarkingasrequiredindesigndrawings.①根据设计图纸要求进行测量放样，开挖边线按照设计图纸要求按路面边线外600mm。②Duringsiteexcavation,constructionworkersshouldconductwhole-precesscontrolaccordingtotheexcavatingborder-line.②现场开挖时，施工员应根据开挖边线进行全程控制。③Reserve50mm-100mmwhenexcavating,andlaminatewithroadroller(fornolessthan6times)toavoidover-excavatingwhichwillinfluencesthefoundationtrenchbases.③开挖时预留50mm~100mm，压路机碾压〔碾压遍数不少6遍〕，以免出现超挖现象，影响基槽地基。④Nextprocedurecannotbeconstructeduntilthefoundationtrenchisacceptedbysupervisorsandrelevantunits.④基槽必须经监理及相关单位验收合格前方可进行下一道工序施工。⑤Transportalltheexcavatedearthtotheassignedspoilground.⑤开挖土方全部外运至指定弃土场。(2)Roadconstructionmethodsandsteps道路施工方法、步骤①Constructionoftrench-connectingstoneofroadbase①路基连槽石施工a.Accordingtodesigndrawings,opentheseamsonroads,separatingthemwithwoodblockorfoamplateontheopenedseamandmarkingwithapparentmarks(seamopeningrequirements:setalongitudinalseamevery4.5meterswidth;andacrosswisestretchingseamaccordingtothe4.5m;setaseamevery100m-300maccordingasrequiredinspecifications).根据设计图纸要求，进行道路分缝，在分缝处采用木板或是泡沫板隔离，并且做出明显的标记〔分缝要求：6m宽设置一道纵向缝；横向缩缝按照6m设置一道；按照标准要求每100m~300m设置一道〕。b.Choose20theavytypedlaminatingforroadroller,andstartvibratingandlaminatingatthesametimeduringlaminating.b、压路机选用20t重型碾压，碾压过程中，翻开振动同时启动碾压。c.Choose50-120mmdiameterrubbles,anduseexcavatorforpavementaftertherubblesaretransportedtothesite.Peoplecooperatefortrimming,withthepredictedheightofrubblefillingelevationbeing30-50mm,whichavoidssettlingelevationbeingexcessivelylongandnotmeetingthedesignelevationafterroadrollerlaminating.c、块石选用粒径为50~120mm块石，块石运至现场后，使用挖机摊铺，人工配合修整，块石填筑标高预高30~50mm，以免压路机碾压后，沉降标高过大，而不满足设计标高。②Gradedgravelconstruction②级配碎石施工a.Thegradedgravelisin200mmthickness.级配碎石为200mm厚。b.Thelargestdiameterofthegradedgravelshouldnotexceedthatrequiredintechnicalspecifications,withgradedgravelcompositionandplasticityindexmeetingtheregulationsintechnicalspecificationsrequirements.b、级配碎石最大粒径应不大于技术标准要求，级配碎石颗粒组成和塑性指数应满足技术标准要求的规定。c.Beforeformalconstruction,selecttestingsectionforgravellaminating,testinggradingcompositionofmixture,bestwatercontent,uniformity,degreeofcompactionandbearingratioofthegravelbedding,togainthemixturebestcompactionparameter,compactiontimes,compactionproceduresandconstructiontechnologies.c、正式施工前，选取碎石碾压试验段，测定混合料的级配组成、碎石垫层的最正确含水量、均匀性、压实度、承载比，使混合料到达最正确的压实系数、压实遍数、压实程序和施工工艺。d.Excavatorsareusedforpavementingradedgravel,withthepredictedheightofpavementelevationbeing30mm,whichavoidssettlingelevationbeingexcessivelylongandnotmeetingthedesignelevationafterroadrollerlaminating.d、级配碎石采用挖机摊铺，摊铺标高预高30mm，以免压路机碾压后，沉降标高过大，而不满足设计标高。e.Adopt20troadrollerforlamination(inrotationtype)inlaminating,withcompactiontimesnotlessthan2times.e、碾压采用20t压路机碾压〔振动型〕，压实次数不少于2遍。f.Conservationbywaterpouringfor3days12hoursafterconstructioncompletion.f、施工完成12小时以后，淋水养护3天。(3)Installationofpavementformwork③路面模板安装：a.Theplateisshoredbyusing[22channelsteel,reinforcementsareweldedatintervalsof1,500mmalongthechannelsteeltobeconnectedwithaflangeforreinforcing.(Seeinginthefigureasbelow).a、模板选用[22槽钢支护，沿着槽钢每隔1500mm焊一道钢筋连接翼缘，以便加固使用〔见以下图〕。[22channelsteel[22[22channelsteel[22槽钢SteelbarofΦ20b.Passlinehangingoperationisperformedaccordingtothesidelineofthepavement,andbackofthechannelsteelisleveledandstraightalongapassline.b、按照路面边线进行通线，槽钢反面沿着通线持平顺直。c.Thechannelsteelisreinforcedontheoutersideoftheroadsideinaformofpilingagroundanchor,andawoodbeamorasteelpipeisusedasthegroundanchor,shownasbelow:[22channelsteel[22[22channelsteel[22槽钢Supportofwoodbeam木方支撑GroundanchorSupportofwoodbeam木方支撑Groundanchor地锚d.Thelongitidinalsplicingofthechannelsteelisshownasthefighre:d、槽钢纵向拼接见以下图：Triangularwoodtippassesthroughsteelbarsontwosidesatsplicingseamandisfilledfirmlytobeusedasastopper三角形木尖穿拼缝处两侧钢筋、塞固为止塞10#ironwireisstrappedfirmly[22channelsteel[22Triangularwoodtippassesthroughsteelbarsontwosidesatsplicingseamandisfilledfirmlytobeusedasastopper三角形木尖穿拼缝处两侧钢筋、塞固为止塞10#ironwireisstrappedfirmly[22channelsteel[22槽钢Treatmentofsplicingseamofchannelsteel槽钢拼缝处处理e.Afterthemountedplateisreinforcedtemporarily,thestraightnessofthesidelineintheplateischeckedbyusingatheodolite.e、模板安装临时加固完成后，采用经纬仪检查模板内边线是否顺直。(4)Embeddingofpullrodanddrawbar④传力杆、拉杆预埋：a.Arrangementofadowelbaratanexpansionseam:ahardpolyvinylchloridepipesleeveofФ30andthedowelbarofФ28(whichiswrappedbyusingaplasticfilm)attheexpansionseaminthecompletionsectionofcasting,andtheembeddingintervalbetweenthehardpolyvinylchloridepipesleeveandthedowelbaris300mm.Seeingthefigureasbelow.a、胀缝处传力杆的设置：在先浇筑完成段的伸缩缝处预埋间距300mm、Ф30硬聚氯乙烯管套筒及Ф28传力杆〔传力杆用塑料薄膜包裹〕。见以下图。Flexibleseamfillingslab软质填缝板Note:Histhethicknessofpavementslab注：H为路面板厚HardpolyvinylchloridepipesleeveofФ30DowelbarofФFlexibleseamfillingslab软质填缝板Note:Histhethicknessofpavementslab注：H为路面板厚HardpolyvinylchloridepipesleeveofФ30DowelbarofФ25attheexpansionseamMixtureofasphaltandrubber油膏混合料Asphaltandoilcoatedpolyvinylchloridefilmwhichis270mminlengthBulksampleofExpansionseam胀缝大样b、聚氯乙烯管套筒加固采用钢筋直接锚固于稳定层，焊接牢固。c.Themountingofalongitudinalseampullrod:thepullrodisarrangedinaФ14@1000formandisanchoredonthestablelayerdirectlybyusingthereinforcementsandisweldedfirmly.c、纵缝拉杆安装：按Ф14@1000设置，拉杆加固采用钢筋直接锚固于稳定层，焊接牢固。(5)Concreteconstruction:⑤砼施工：a.C30concreteisusedforpavementa、路面砼采用C30混凝土。b.Thetrialblendingofthepavementconcreteisperformedstrictlyaccordingtothedesignrequirement.b、严格按照设计要求进行路面砼进行试配。c.Beforecasting,thefinalfinishedsurfaceiscalculatedaccordingtotheslopesettlingrequirementofthedesignedpavement,theelevationoftheconcretepavementismeasuredatarchcamberinthemiddleofthesideform,andcontrolpointsaresetatintervalsof3m;duringthecastingofthepavementwhichis9,000mminwidth,alongitudinalseamisformedinthemiddleofthepavement,andalongitudinalseamplatemustbemountedstrictlyaccordingtotheslopesettlingrequirementofthepavementinthedesigneddrawing.c、浇筑前，应根据设计路面放坡要求计算出最终完成面，然后在边模、中间起拱处测量出砼路面标高，并且每隔3m一个控制点；如浇筑9000mm宽路面时，在路中设置一道纵缝，纵缝模板安装时必须严格按照设计图纸路面放坡要求进行安装。d.Duringtheconcretecastingofthepavement,dischargingpavingisperformedalongthecastingdirection,andaflatplatevibratorandavibrationrodshouldbetrackedinplacetoensurethattherodandthematerialsaresynchronous,sothatthephenomenaofbubblesandslurryingoccur;andthepavementiscompactedinitiallyandgroundalongthetopoftheplatebyusing8#channelsteelwhichis5,000mminlength,arolleroraluminumalloybars,thegrindingelevationofthepavementshouldbe5to8mmhigherthanthepresetheighttoensurethatthepavementconcretewhichissubjectedtowaterclosingandpresspolishmeetstherequirementofdesignelevation.d、路面砼浇筑时，沿着浇筑顺序方向进行卸料摊铺，平板振动器及振动棒跟踪到位，保证料到棒到，以出现气泡及起浆为主；采用5000mm长8#槽钢、滚筒或是铝合金条沿着模板顶初压实、磨平，路面磨平标高应预高5~8mm，以保证路面砼闭水、压光后满足设计标高要求。e.Thepresspolishoftheconcretepavementshouldbedividedintothreeprocesses,namelyinitialgrindingaftercasting,secondarypresspolishwithin3hoursaftercastingcompletionandthefinalpresspolishbeforefinalsetting(timeiscontrolledbytouchtrialoffingers);duringthesecondarypresspolish,grindingisperformedbyusingapolishingmachine,thedeformationandunevennessofabrasivediscsofthepolishingmachineshouldbeavoided,thegrindingisperformedfromoneendatwhichtheconcreteiscasttotheotherend,theintersectionlengthsoftheabrasivediscseverytwotimesarenotlessthan20cm,andgrindingmisspositionsdonotoccur.Thepolishingisperformedbytwooperators,onepersonisresponsibleforholdingthemachinetoensurethestabilityofthepolishingmachine,andtheotherpersonmovesapowercord.e、砼路面压光应分三道工艺，浇筑完成后第一道初磨平；浇筑完成后3小时第二道压光；第二道压光采用，磨光机进行磨平，磨光机磨片要求无变形且无凹凸现象，磨光时由先浇筑砼一端开始磨向另一端，每两次磨片相交不少于20cm，且无漏磨处。磨光时，由二个作业员同时进行，一人撑机，保证磨光机的稳定性，一人同时移动电源线。终凝前最后一道收光〔以手指触试控制时间〕。f.Gallingofpavementf、路面拉毛Thegallingofthepavementisplannedbyusingarollerorisconstructedbyusingaspecialcuttingmachine.路面拉毛拟采用滚筒拉毛，或者采用专用切割机进行施工。Duringthegallingoftheroller,analuminumalloybarorasteelpipe(whichcannotslide)ispositionedonthepavementinthetransversedirectionaccordingtothelengthoftherollertoavoidtheinfluenceonagallingeffectduetotheinclinationoftheroller,thegallingshouldbeperformedfromonesideofthepavementtotheothersidebeforethefinalsettingoftheconcreteandshouldbeformedatonetime,andiftherollerinclines,presspolishshouldbeperformedimmediately,andthen,thegallingisperformedagain,whereinspacebetweengallinglinesisabout2cm.采用滚筒施工拉毛时，根据滚筒的长度，在路面横向处安放一条铝合金条或钢管〔不能滑动〕，以免滚筒倾斜，影响拉毛效果，拉毛应在砼终凝前从道路一侧拉向另一侧，且一次成型，如有倾斜应立即进行压光后，重新拉毛，拉毛线间距约为2cm。Cuttingshouldbeperformedbyusingthespecialcuttingmachineafterthefinalsettingoftheconcrete,linesaresnappedonthepavementformeshdivisionaccordingtothetotalwidthofagroupofcuttingdiscs.Thewidthofagroupofcuttinglinesisabout35cm,thewidthofthepositionwithoutthecuttinglinesisabout65,andcuttingisperformedinastaggeredmodeaccordingtothehalfwidthofthepavement,showninthefigureasbelow,thedepthoftheseamisabout5mm.采用专用切割机切割时，应在砼终凝后进行，根据一组切割片的总宽度，在路面进行弹线分格。切割线一组宽度约为35cm，无切割线位置约为65cm，即按路面一半宽度错开切割，如以下图所示，缝深约5mm。Beforecutting,thedepthsofcutofthecuttingdiscsshouldbeadjusted,andthecuttingdirectionsofthecuttingdiscsshouldbeadjustedatanytimeduringcutting.Whenthecuttingisstopped,aknobswitchshouldbeturnedoff,thecuttingdiscsareliftedtotheconcretepavement,andrunningisstopped.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。停止切割时，应先关闭旋钮开关、将刀片提至砼路面，停止运转。Duringcutting,thecuttingdiscsshouldbecooledbycoolingwater,andaftercuttingforpartitioningiscompleted,slurryintheseamshouldbewashedimmediatelybyusingpressurewater.切割时，保证刀片有冷却水对刀片进行降温处理，切割分段完成后应立即采用压力水对缝内的浆水进行冲洗干净。Schematicdiagramofcuttingseam切缝示意图Centerlineofpavement路中心线CuttingseamSchematicdiagramofcuttingseam切缝示意图Centerlineofpavement路中心线Cuttingseam切缝Widthofpavement路宽(6)Maintenanceofconcreteplate⑥混凝土板养护：Maintenancecanbeperformedwithin12hoursaftertheconstructionoftheconcreteplate,amaintenancemethodforwateringtheplasticfilmfor2to3timesaroundonedayandnightisadopted,andthemoisttimeiskeptforover7days.Themaintenanceoftheconcreteplateshouldbeguardedbyspecially-assignedpersons,andnoentryforstrangers;whenthestrengthoftheconcreteis40%(about4to7days),peoplecanpassthrough;aftertheconcreteispouredfor12days,andthestrengthis70%,trolleyandligh-dutytrafficvehiclescanpassthrough;andafterconcreteispouredfor28days,andthestrengthis100%,theconcreteplatecanbeusednormally.Aftermaintenanceexpires,thecoverageisremoved,sothattheplatedoesnotleavetraces.Theformworkshouldberemovedbycarpenters,cornersoftheconcreteisnotallowedtobedamaged,theintegrityoftheplateshouldbekeptasfaraspossible,andparticularlytheseamshouldberemovedbythespecially-assignedperson.混凝土板面施工完成后12小时内即可进行养护，采用塑料薄膜养护方法，上面浇水，一昼夜浇水2~3次，保持湿润时间不小于7天。在混凝土板养护期间，设专人进行监护，禁止通行；当混凝土到达40%强度时〔约4~7天〕允许人行；在混凝土浇灌12天、强度到达70%允许小车、轻型交通车通行；在混凝土浇灌28天、强度到达100%后正常使用。养护期满后将覆盖物去除，板面不留痕迹。拆模应由木工进行，不得损坏混凝土的边角，尽量保持模板的完整，特别是接缝位置，要由专人进行撤除。(7)Seamsawingandseamfillingofpavement⑦路面锯缝、填缝：a.Afterthepavementiscastfor48hours,theseamcanbesawn,thecontractionseamissawnina4,500mmformaccordingtothedesignrequirement,thewidthoftheseamis8mm,andtheseamisfilledbyusingamixtureofasphaltandrubber;thelongitudinalseamisreservedina4,500mmformduringthecastingoftheconcretepavement;theexpansionseamisreservedattheconstructionseamaccordingtotheactualon-siteconstructioncondition.a、路面浇筑砼48小时以后开始锯缝，按照设计要求，缩缝按4500mm锯一道，缝宽为8mm，采用沥青橡胶混合料填缝；纵缝在浇筑砼路面时按4500mm留一道；胀缝那么根据现场实际施工情况留置在施工缝处。b.Achalklineforsawingtheseamisejectedontheconventionalpavement,andoperatorsperformstraightseamsawingoperationaccordingtothechalkline.b、在现有路面上弹出锯缝的墨线，作业人员根据进行平直锯缝。c.Theseamisfilledbyusingthemixtureofasphaltandrubberatthepositionof40mmoftheexpansionseamsurfacecourse,andthepullrodisarrangedinthemiddle;c、胀缝面层40mm采用沥青橡胶混合料填缝，中间设置拉杆；(8)Constructionofkerb⑧路缘石施工：a.Measurementandloftingofkerbonroadsideareperformedstrictlyaccordingtotherequirementofthedesigndrawing;a、严格按照设计图纸要求先进行路侧石测量放样；b.C25precastroadteethareusedasthekerbs,andthespecificsizesare320×120×990mm;b、路缘石选用C25砼预制道牙，具体尺寸为320×120×990mm；c.Beforethekerbsarebuilt,passlinehangingoperationshouldbeperformedaccordingtothesidelineontheouterside,sothatthekerbsarebuiltaccordingtothepasslineontheouterside.C20finestoneconcretewhichis30mminthicknessispavedatthebottomofthekerbs.Thekerbsaresplicedandarrangedaccordingtoakerbmodule,andseamsamongthekerbsarefilledbyusingcementmortarof1:3afterthekerbsarebuilt.Afterthestrengthmeetstherequirement,soilcanbebackfilled.c、路缘石砌筑前应按照外侧边线进行通线，根据外边通线进行砌筑。路缘石底部铺30厚C20细石砼。路缘石按照路缘石模数拼排，砌筑完后采用1:3水泥砂浆填缝，间缝隙为2mm。待强度满足后，方可回填土。d.Thekerbmoldis320×120×495〔485〕mmatthepositionofasmallarcofcornering.d、在转弯小弧位位置，路缘石模数采用320×120×495〔485〕mm。3.Maintechnicalrequirementsofindoorterracedesignofwarehouses3、仓库室内地坪设计主要技术要求(1)Cultivatedsoilshouldberemovedtotheoriginalsoillayerandcompactedduringtheindoorbackfillingofthewarehouses,andthecoefficientofcompactionis0.94.〔1〕仓库室内回填如有耕土应先去除耕土至老土层并夯实，夯实系数0.94。(2)Aconstructionschemeoflightcompactionandmultipletimesisadoptedduringcompactiontoensurethecompactionquality.〔2〕夯实采用轻夯多遍施工方案，以保证夯实质量。4.Constructionofindoorterracesofwarehouses4、仓库室内地坪施工(1)Excavationoffoundationpits〔1〕基坑开挖Foundationpitsareexcavatedaccordingtotherequirementofthedesigndrawing,andcultivatedsoilisremovedtotheoriginalsoillayer.根据设计图纸要求进行基坑开挖，去除耕土至老土层。2)Theoriginalsoiliscompacted,andthecoefficientofcompactionis0.94.②老土夯实，夯实系数不小于0.94。3)Afterfoundationtrenchesmustpassacceptanceinspectionofsupervisorsandrelevantunits,theconstructionofthenextprocesscanbeperformed.③基槽必须经监理及相关单位验收合格前方可进行下一道工序施工。4〕Excavatedearthworkistransportedoutwardstotheassignedspoilground.④开挖土方全部外运至指定弃土场。(2)Constructionmethodandstepsforterraces〔2〕地坪施工方法、步骤1)Backfillingofplainsoil①素土回填a.Plainsoilmustbesubjectedtobackfillinginlayersandisgroundcompactlybyusingthe20troadroller,thelayeringthicknessis200to300mm,andthecompactioncoefficientisnotlessthan0.94.a、素土回填必须分层回填，并采用20t压路机碾压密实，分层厚度为200~300mm，压密系数不小于0.94。b.Thecontentoforganicmattersinthebackfillingsoildoesnotexceed5%,andthebackfillsoildoesnotcontainfrozensoil;andwhenbrokenstonesoccur,thegraindiametersarenotsuitabletobegreaterthan50mm.b、回填土料内的有机物含量不得超过5%，也不得含有冻土；当还有碎石时，其粒径不宜大于50mm。(2)Constructionoflime-flyashcrushedstonestablelayer②二灰碎石稳定层施工a.Thelime-flyashcrushedstonestablelayerisnotlessthan100mminthickness.a、二灰碎石稳定层不小于100mm厚。b.Thequalityofrawmaterialsiscontrolledstrictly,andthematerialswhichdonotmeetrequirementsarenotused.Thematerialsshouldbeselectedbasedontheprincipleofthecomparisonofqualitywitheconomy,namelystrivingtoeconomyonthepremiseofmeetingthequalityrequirement.b、严格控制原材料的质量，不使用不符合要求的材料。在选材上应做到质量经济比拟，在满足质量要求的前提下，力求经济。Lime:itshouldmeetrequirementsofvarioustechnicalindexesofthelimeofoverIIIlevel,thedissolvedlimeshouldbeadoptedandfedinbatches,sothattheconstructionspeedisnotinfluenced,excessivestorageisavoided,andthestackingtimeisshortenedasfaraspossible;andifthestoragetimeislong,thelimeshouldbecoveredforsealingtobekeptproperly.石灰：要符合Ⅲ级以上石灰各项技术指标的要求，采用消解后的石灰，石灰要分批进料，做到既不影响施工进度，又不过多存放，尽量缩短堆放时间；如存放时间稍长应予覆盖，并采取封存措施，妥善保管。Coalash:ithasthechronically-solidifiedeffectinlime-ashsoilconstructionundertheexcitationofthelime,sothatthelater-periodstrengthisenhanced.Therefore,thecoalashwhichisfine,largeinspecificsurfaceareaandsmallinignitionlossanddoesnotcontainagglomerates,humicsorotherimpuritiesshouldbeselected,whereinthetotalcontentofSiO2,AL2O3andFe2O3isnotlessthan70percent,theignitionlossdoesnotexceed10%,andthespecificsurfaceareaisgreaterthan2，500cm2/g(or90%ofcoalashpassesthrough0.3mmsieveholes,and70%ofcoalashpassesthrough0.075mmsieveholes).Themoisturecontentofthewetcoalashisnotsuitabletobegreaterthan35%,andthecoalashwhichiss