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通信管道工程施工及验收技术规范讲义(COMMUNICATIONPIPELINEENGINEERINGCONSTRUCTIONANDACCEPTANCEOFTECHNICALSPECIFICATIONS)THISPAPERCONTRIBUTEDBYMADHDOCDOCUMENTMAYATTHEWAPENDOFTHEBROWSINGEXPERIENCEPOORSUGGESTYOUSELECTTXT,ORDOWNLOADTHESOURCEFILETOTHEMACHINEVIEWCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSCOMMUNICATIONPIPELINEENGINEERINGCONSTRUCTIONANDACCEPTANCEOFTECHNICALSPECIFICATIONSSPEAKERXUFUZHONGTWO00FOURYEARSZEROCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSCOMMUNICATIONPIPELINEENGINEERINGCONSTRUCTIONANDACCEPTANCESPECIFICATIONABOUTCODEFORCONSTRUCTIONANDACCEPTANCEOFCOMMUNICATIONPIPELINEENGINEERINGTECHNOLOGYLECTURES1OVERVIEWP1OVERVIEWOVERVIEWOFCOMMUNICATIONPIPELINEENGINEERINGCONSTRUCTIONANDACCEPTANCEOFTECHNICALSPECIFICATIONSHEREINAFTERREFERREDTOASTHESTANDARD,ISANEWCOMMUNICATIONPIPELINECONSTRUCTIONQUALITYINSPECTIONTECHNOLOGY,ONTHEBASISOFRANDOMINSPECTIONANDFINALACCEPTANCEOFTHEWORKTHERECONSTRUCTION,ANDISSUITABLEFORCOMMUNICATIONPIPELINEEXPANSIONPROJECTNOTINCLUDEDINTHISSPECIFICATIONYD51032003NONSTANDARDSPECIFICATION,SHALLBEHANDLEDACCORDINGTOTHERELEVANTPROVISIONSOFTHEPROJECTDESIGNDRAWINGS11COMMONLYUSEDTYPESOFCOMMONLYUSEDCOMMUNICATIONPIPELINECOMMUNICATIONPIPELINEBYTHEPIPECANBEDIVIDEDINTOTHREECATEGORIESSEAMEDSTEELPIPESTEELPIPEHARDPLASTICPIPESEAMLESSSTEELPIPEPVCPVCDOUBLEWALLCORRUGATEDPIPEPVCPLASTICPIPEPVCUPIPECOMMUNICATIONPIPEPLASTICPIPEHIGHDENSITYPVCSILICONCORETUBEHIPEPIPEDRY3HOLECEMENTPIPEDRYASHPIPE4HOLE6HOLEDRYTHEPVCUPLASTICPIPEWITHLOCALNETWORKCOMMUNICATIONPIPELINE,HIPESILICONCOREPIPEUSEDFORLONGDISTANCECOMMUNICATIONCABLEPLASTICPIPELINEENGINEERINGTHECABLELAYINGCONSTRUCTIONPROCESSOFBLOWINGMETHOD12COMMUNICATIONPIPELINEENGINEERINGONECHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSFLOWCHARTOFCOMMUNICATIONPIPELINECONSTRUCTIONENCAPSULATIONPIPELAYINGDITCHBOTTOMLEVELINGMEASUREMENTDITCHINGSANDPAVEMENTFOUNDATIONBACKFILLSOILREMOVALANDRECOVERYBRICKHOLECASTINPLACEOVERBURDENSTRIPPINGINSTALLMANHOLEMOUTHRINGINSTALLHANDORIFICERINGTHECOMPLETIONOFINSPECTIONDUCT213TERMSCOMMONLYUSEDINCOMMUNICATIONSENGINEERING1CEMENTGRADECOMMUNICATIONPIPELINEENGINEERINGCOMMONLYUSEDCEMENTGRADEISDIVIDEDINTOTHREEKINDS1P0275325P0325SOFTPRACTICETHESOFTP0425SOFT425PRACTICEPRACTICE5252ORDINARYCONCRETEGRADECONCRETEGRADEISDIVIDEDINTOC10,C15,C20,C25,C30FIVESEESCHEDULEPERCUBICMETREMIX3CEMENTMORTARLABELM25,M5,M75,M10ANDFIVEKINDSOFSLURRYPERCUBICMETREMIXANNEX4ELEVATIONMEASUREDABENCHMARKHEIGHTLEVELRELATIVETOTHESTANDARDPOINT5GAOCHENGTHEDIFFERENCEBETWEENTHETWOELEVATIONMEASUREDBYLEVEL6THESTANDARDREFERENCEPOINTSELECTEDMEASURINGELEVATION7THEREDLINECITYROADPLANNINGFORSECTIONOFALLKINDSOFUNDERGROUNDPIPELINES2TESTEQUIPMENT21GENERALPROVISIONSFOR211COMMUNICATIONPIPELINEENGINEERINGEQUIPMENTSPECIFICATIONS,PROCEDURESANDQUALITYSHALLBEBORNEBYTHECONSTRUCTIONUNITOFTHESTRICTINSPECTIONBEFOREUSEFOUNDQUALITYPROBLEMSSHOULDBEHANDLEDINTIMEALLTHEEQUIPMENT212CERTIFICATION,AFTERINSPECTIONFOUNDPROBLEMS,SHOULDBEQUALITYTECHNICALAPPRAISALPOSTPROCESSINGWHERENOIDENTIFICATIONCERTIFICATEPROHIBITTHEUSEOFEQUIPMENTINTHEPROJECTPROHIBITEDTHEUSEOFSUBSTANDARDQUALITYORDONOTMEETTHEDESIGNREQUIREMENTSOFTHEEQUIPMENTTHREECHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSTHEMAINEQUIPMENTOF22COMMUNICATIONPIPELINEENGINEERINGOF221CEMENTANDCEMENTPRODUCTSCLASSIFICATIONOFSTEELPLASTICPIPEEQUIPMENT,IRONCASTINGSBUILDINGCOMMUNICATIONPIPELINEENGINEERINGINPRECEMENTPRODUCTSARECEMENTPIPE,CHANNELCOVER,HANDHOLECOVER,MANHOLECOVERTHEPRODUCTIONOFPRECEMENTPRODUCTS,ACCORDINGTOTHECEMENTANDCONCRETELABELLABELCATEGORIES,DOATLEASTONEGROUPTHREETHEQUALITYOFTHECONCRETEBLOCK,23PLASTICPIPEPLASTICPIPEINTHEPIPELINEENGINEERINGTHESPECIFICATIONS,MODELSSHOULDMEETTHEREQUIREMENTSOFDESIGNDOCUMENTSTHECOMMONLYUSEDPVCPLASTICPIPESPECIFICATIONSFOR60,FOR63,FOR75,FOR100,FOR110HARDPLASTICTUBEFOR110DOUBLEWALLCORRUGATEDPIPE24PIECESOFIRONANDSTEELPIPELINEPROJECTSWITHSTEELSEAMLESSANDSEAMEDSTEELPIPETWOSTEELUSEDFORBRIDGEORCROSSINGPEOPLEHANDHOLEIRONONEHOLEIRONCOVERMOUTHRING,COVERHANDHOLE,TENSIONRING,CABLETRAY,TRAY,WATERTANKONEHOLEIRONCOVER,MOUTHRINGANDHANDHOLEPLATECONSISTSOFGRAYCASTIRONANDDUCTILEIRONTWODUCTILEIRONFORROADWAY,GRAYIRONCASTIRONFORSIDEWALKSORSMALLPEOPLEINTHEDISTRICTHANDHOLEIRONCOVERDEVICEOUTERCOVERMOUTHRINGSPECIFICATIONSSHOULDCONFORMTOTHESTANDARDRINGFOURCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSTHEPROVISIONSOFTHE25BUILDINGMATERIALS251COMMUNICATIONPIPELINEBUILDINGMATERIALS1BRICKORCONCRETEBLOCK2SANDNATURAL3NATURALSTONEGRAVEL,GRAVELCOMMUNICATIONPIPELINEENGINEERINGISSTRICTLYPROHIBITEDTHEUSEOFPOORWATERRESISTANCE,REDUCESTHEINTENSITYOFWATERAFTERTHESLAGBRICKORSILICATEBRICKSTHEUSEOF252CONCRETEBLOCKSPECIFICATIONSRECOMMENDEDSTANDARDDRAWINGS,STRENGTHREQUIREMENTSINACCORDANCEWITHTHEREQUIREMENTSOFRECOMMENDATIONSTANDARDDRAWINGS253PIPELINEPROJECTWITHSTONE,SHALLCOMPLYWITHTHEPROVISIONSOF1,SHOULDBEMADEOFNATURALGRAVELORGRAVELI,SHALLNOTUSETHEWEATHEREDSTONE2,STONESIZESHOULDMEETTHEREQUIREMENTSOFDESIGNSPECIFICATIONS3,THEAMOUNTOFMUDSTONE,BYWEIGHTSHALLNOTEXCEED24,THEACICULARFLAKYPARTICLESCONTENT,BYWEIGHTSHALLNOTEXCEED205,SULFIDEANDSULFATECONTENTBYWEIGHTSHALLNOTEXCEED16,THERESHALLBENOSTONELEAVES,GRASS,WOODANDOTHERDEBRIS254PIPELINEWITHTHEENGINEERINGSANDSHALLCOMPLYWITHTHEPROVISIONSOFTHE1,COMMUNICATIONPIPELINESHOULDADOPTNATURALSAND2,COMMUNICATIONPIPELINESHOULDBEUSEDINTHESANDFINENESSMODULUSOFSANDMXASFOLLOWSCOARSESANDMXIS3731,THEAVERAGEPARTICLESIZEOFLESSTHAN05MMTHESANDINTHEMXIS323,THEAVERAGEPARTICLESIZEOFLESSTHAN035MMMXFINESANDIS2216,THEAVERAGEPARTICLESIZEOFLESSTHAN025MMULTRAFINESANDMXIS1507,THEAVERAGEPARTICLESIZEOFLESSTHAN015MMFIVECHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSMUDREFERSTOTHEPARTICLESIZEOFLESSTHAN008MMDUST,SANDCLAYANDSOON3,THEMICAANDLIGHTMATERIAL,BYWEIGHTSHALLNOTEXCEED34,SANDSOIL,BYWEIGHTSHALLNOTEXCEED55,SANDINSULFIDEANDSULFATE,BYWEIGHTSHALLNOTEXCEED16,INTHESANDSHALLNOTCONTAINTREELEAVES,GRASS,WOODANDOTHERDEBRIS3,ENGINEERINGMEASUREMENT,MEASUREMENTOF301COMMUNICATIONPIPELINEENGINEERING,SHOULDBEINACCORDANCEWITHTHEDESIGNDOCUMENTSANDTHECITYPLANNINGDEPARTMENTAPPROVEDREDLINE,COORDINATESANDELEVATIONBEFORETHECONSTRUCTIONSURVEYINCLUDINGTHEREFERENCEPOINT,THECENTERLINEOFMEASURINGANDSETTINGELEVATIONMEASUREMENTREFERENCEPOINTCOMMUNICATIONPIPELINEELEVATIONERRORISNOMORETHAN10MM4EARTHWORKS41MININGPITMININGPITDITCH411COMMUNICATIONPIPELINECONSTRUCTION,ENCOUNTEREDUNSTABLESOILORCORROSIVESOIL,THECONSTRUCTIONUNITSSHOULDBETIMELYRELEVANTUNITSTOBEPUTFORWARDOPINIONSBEFORECONSTRUCTION412PIPETRENCHEXCAVATION,ANDOTHERPIPELINEGAUGESHOULDCOMPLYWITHTHEDESIGNREQUIREMENTSATTHESAMETIMEPAYATTENTIONTOTHEORIGINALUNDERGROUNDPIPELINESAFETY,SUCHASGASPIPELINE,TAPWATERPIPE,POWERLINE413DEEPDITCHANDHANDHOLEPITMORETHAN3M,THESLOPEORSETDOWNEARTHPLATFORM,TOENSUREPERSONALSAFETY42421COMMUNICATIONPIPELINEENGINEERINGBACKFILLBACKFILLSHOULDBEINTHEPIPELINEORPERSONHANDHOLEATTHECONSTRUCTIONSEQUENCETOCOMPLETECONSTRUCTIONANDPASSEDTHEINSPECTIONANDMAINTENANCEOF24HOURSAFTERTHROUGHTHEHIDDENWORKSTHELETTERPIPELINEBACKFILL,THEDESIGNDOCUMENTHASSPECIALREQUIREMENTS,SHOULDCOMPLYWITHTHEFOLLOWINGPROVISIONSSIXCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS1,WITHINANDNEARTHETOPOFPIPE30CMPIPEONBOTHSIDESOFTHEBACKFILLSOIL,SHOULDNOTCONTAINMORETHAN5CMINDIAMETEROFTHEGRAVEL,GRAVELANDOTHERHARDMATERIAL2,ONBOTHSIDESOFTHEPIPELINESHOULDALSOBEBACKFILLBACKFILL,EACH15CMTHICK,3ANDABOVESHALLBECOMPACTEDATTHETOPOFTHEPIPE30CM,EACHBACKFILL30CMTHICKSHALLBECOMPACTED422BEFORETHEBACKFILLING,SHOULDFIRSTREMOVETHEDITCHPITDEBRISDITCHPITSUCHASWATERANDMUD,MUSTBERULEDOUTBEFORETHEGENERALPROVISIONSOFBACKFILLCROSSINGDITCHBACKFILLREQUIREMENTSPIPELINEENGINEERINGBACKFILLMANHANDKONGKENGBACKFILLINGREQUIREMENT5PROVISIONSOFTHEMUNICIPALDEPARTMENTHANDHOLECHANNELBUILDING51GENERALPROVISIONS1,BRICK,CONCRETEBLOCKMASONRYWALLHEREINAFTERREFERREDTOASBLOCKSHOULDBESMOOTH,BEAUTIFUL,THERESHOULDNOTBEVERTICALCRACKS2,BRICKMASONRYMORTARPLUMPNESSSHOULDNOTBELESSTHAN80,BRICKSEAMWIDTHSHOULDBE812MM,WITHTHEABRICKJOINTWIDTHSHOULDBECONSISTENT3,MASONRYJOINTSSHOULDBE1520MM,1015MMSHOULDBEVERTICALJOINTS,TRANSVERSEJOINTMORTARPLUMPNESSSHOULDNOTBELESSTHAN80,THEFILLINGMUSTBEFULL,VERTICALJOINTSTIGHT,NOLEAKAGEPHENOMENON4,THETOPFOURMASONRYMASONRYMUSTBEVERTICAL,ANGLESHOULDLEVELCONSISTENTMASONRYSHAPE,DIMENSIONSSHOULDMEETTHEREQUIREMENTSOFTHEDRAWINGSSEVENCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS5,THEDESIGNREQUIREMENTSOFMASONRYPLASTERING,WALLSHOULDBECLEANED,SURFACESHOULDBESMOOTH,LIGHTPRESSURE,NOHOLLOWING,NOCORNERSKEWPLASTERTHICKNESS,MORTARRATIOSHOULDCOMPLYWITHTHEDESIGNREQUIREMENTSPOINTINGTHEMASONRY,POINTINGSHOULDBENEATANDUNIFORM,NOTHOLLOWING,SHOULDNOTFALLOFFORMISSING6,CONSTRUCTIONSPECIFICATIONS,CHANNELSIZETHESTRUCTURE,FORM,COMMUNICATIONWITHINTHESETOFINSTALLEDIRON,SHOULDMEETTHEREQUIREMENTSOFDESIGNDRAWINGSTHEGENERALOFFICEBUILDINGLEADSTOAHOSTOFREALCHANNELS,SHOULDNOTBEMOREOUTOFTHEWALLS,THESHALLOWCHANNELCOMMUNICATIONWITHOTHERPLACES,THEHIGHNETSHOULDBE18M7,THEBENTPIPECOMMUNICATIONPIPELINE,WHENTHECURVATURETHERADIUSISLESSTHAN36METERS,SHOULDBECHANGEDINTOTHECHANNELMANHANDHOLECHANNELFOUNDATION,FOUNDATIONWALLPREBURIEDIRONPIECEMANHANDANDCOVERTHECHANNELMOUTHRINGTRENCHCOVERMOUNTINGHOLEMANHANDHOLECHANNELCONSTRUCTION6TEMPLATE,STEELBARANDCONCRETEMORTARTHETEMPLATE,61INSTALLATIONTEMPLATE61THECONCRETEFOUNDATION,THE1COMMUNICATIONPIPELINEENGINEERINGPACKAGE,ANDALSOCOVEREDONTHEWALL,COVERSHOULDSUPPORTFORMWORKACCORDINGTODESIGNDRAWINGSANDSPECIFICATIONS612CONCRETETEMPLATESHOULDCOMPLYWITHTHEFOLLOWINGPROVISIONS1,ALLKINDSOFTEMPLATEMUSTHAVESUFFICIENTSTRENGTH,STIFFNESSANDSTABILITY,NOCRACKSANDHOLESNOTAFTERPOURINGCONCRETEDEFORMATION2,THESHAPEOFTHETEMPLATE,SPECIFICATIONSSHOULDENSURETHATTHEREQUIREMENTSOFDESIGNDRAWINGSAREPOURINGCONCRETESPECIFICATIONSANDSHAPES3,FORMWORKANDCONCRETECONTACTSURFACESHOULDBESMOOTH,NEATEDGE,SEAMCLOSELY,FIRM,PREEIGHTCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSKEEPTHEHOLEPOSITIONACCURACY,SIZEINACCORDANCEWITHTHEPROVISIONS4,THEREPEATEDUSEOFT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PIPELINE,ANDTHECOMBINEDPROGRAMSECTIONMUSTMEETTHEDESIGNREQUIREMENTS732,THEEXPANSIONOFPIPELINEPROJECT,SHOULDNOTBEINTHEORIGINALPIPELINEAREADDEDONBOTHSIDESOFTHEPIPEEXPANDINGHOLE,INTHESPECIALCASEOFNONORIGINALPIPEONONESIDEOFTHEHOLE,MUSTBETHEORIGINALONEHANDTHEORIGINALHOLEANDCABLETODOPROPERTREATMENTTHELAYINGOF733CEMENTPIPESSHOULDMEETTHEREQUIREMENTSTHETUBEGROUPSECTIONSHALLCOMPLYWITHTHEDESIGNREQUIREMENTSOFRADIALTUBEBLOCKCONNECTIONGAPLESSTHAN5MMPIPEBLOCKINTERLAYERANDPIPEBLOCKBASEDANDINTERVAL15MM,ALLOWABLEDEVIATIONLESSTHAN5MMGROUPCEMENTPIPELAYINGPIPEJOINTBLOCKLINESLAYERSTAGGERLENGTH1/2MANHOLEPIPEINTOTHEWINDOW,SHOULDUSETHEWHOLECEMENTPIPEBENDINGPIPEBLOCKANDTUBEBOTTOMCUSHIONCEMENTMORTARJOINTSANDCUSHIONPIPESPECIALTECHNICALREQUIREMENTSACCORDINGTOTHEREQUIREMENTSOFTHEDESIGNOFTHEPIPELINE,ACCORDINGTOCEMENTMORTARSATURATIONOFNOTLESSTHAN95PIPEBETWEENTHEBLOCKVERTICALSEAMFILLINGGRADESHOULDBEACCORDINGTOTHEREQUIREMENTSOFTHEDESIGNREQUIREMENTSOFTHEDESIGN,OVERSATURATION75THETOPOFTHEPIPEJOINTS,PIPESIDESEAM,THEBOTTOMOFTHETUBEWITHEIGHT125CEMENTMORTAR734LAYINGCEMENTPIPES,INEACHBLOCKDIAGONALPIPETUBEHOLEWITHTWOPULLRODSTHROUGHTHETESTTUBEHOLETHESTANDARDAPERTUREOFTHEPULLRODDIAMETERSHOULDBELESSTHAN35CMOFTHETUBEHOLETHEPULLRODLENGTH,WITHSTRAIGHTPIPESHOULDBE12001500MM,WITHTHEBENTPIPERADIUSOFCURVATUREGREATERTHAN36MSHOULDBE9001200MMTHIRTEENCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSCONNECTIONMETHODOF735CEMENTPIPESSHOULDADOPTTHEGROUTINGMETHODTUBEWITHGAUZEWIDTH80MM,ALLOW10MMERRORGAUZEWRAPAFTERTHEFIRSTRINSEWATER,THENRINSEPASTEGROUTINGCEMENTPIPEBLOCKCONNECTIONMETHODBRUSHTHESLURRYAFTER,IMMEDIATELYWIPE125MORTARTHETHICKNESSOFTHEMORTARIS1215MM,WIDTH100MM,WIDTHOF80MMALLOWTHEPOSITIVEDEVIATIONLESSTHAN5MM736PIPEINTOONEHANDHOLE,THEPOSITIONANDTHESIZEOFTHECHANNELSHOULDMEETTHEDESIGNREQUIREMENTS,THETOPOFTHEPIPETOTHEPEOPLEHANDHOLECOVER,BOTTOMCOVERCHANNELSHOULDBENOTLESSTHAN300MMTHETUBEENDFROMTHEPEOPLEHANDHOLECHANNELTOPSURFACEOFTHEFOUNDATIONSHALLBENOTLESSTHAN400MM737LEDTUBEINTOONEHANDANDTHECHANNEL,SHOULDBEINTRODUCEDINTOTHEWINDOWONTHEOUTSIDEOFTHEPIPEWALL,ANDSHALLNOTBESTACKEDLEADPIPETUBEINTOTHEHUMANHANDCHANNELSHOULDBECOVEREDIN200400MMRANGETHERADIUSOFCURVATUREOF738BENDINGPIPESHOULDMEETTHEDESIGNREQUIREMENTS,THEGENERALSHOULDNOTBELESSTHAN36MMTHEHORIZONTALORVERTICALPIPETHETURNINGPOINTCOORDINATEORELEVATIONSHALLCOMPLYWITHTHEDESIGNREQUIREMENTSPIPESHOULDBECURVEDTHELAYINGMETHODOF739STEELPIPECOMMUNICATIONPIPELINE,SECTIONCOMBINATIONSHALLCOMPLYWITHTHEDESIGNREQUIREMENTSSTEELPIPECONNECTINGHOOPSHOULDADOPTTHEMETHODTWOPIPEISSCREWEDINTOTHECOUPLINGLENGTHOFTHE1/3FILEABOVE,PORTSLOPEPIPEJOINTISPOSITIONEDABOVETHESEAMSTEELPIPELAYINGREGULATIONSCIRCULARORFILESLOPEGRINDINGNOZZLEWILLCONTINUEBEFORESTEELTHECONNECTIONPIPEDIAMETERRANGINGFROMUSEISSTRICTLYPROHIBITEDFOURTEENCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS7310COMMUNICATIONPIPELINEUSINGPLASTICPIPE,THELAYINGMETHOD,GROUP,CONNECTIONMETHODSSHOULDBECONSISTENTWITHDESIGNREQUIREMENTSTHEMAXIMUMLENGTHIS150MSTRAIGHTLINER
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