




已阅读5页,还剩25页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
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,THEREPEATEDUSEOFTHETEMPLATE,THESURFACEMAYNOTHAVEBONDEDCONCRETE,CEMENTMORTARANDMUDANDOTHERATTACHMENTS613TEMPLATEREMOVALPERIOD,SHOULDMEETTHEFOLLOWINGREQUIREMENTSNONLOADBEARINGCONCRETEFORMWORKSCHEDULECEMENTCEMENTGRADECONCRETEGRADEC10FOLLOWINGP0325C11C20C20P0325C10C10THEFOLLOWINGDAYFOLLOWINGTHEABOVEAVERAGETEMPERATUREOF55453860104325645153252453520221535252515151252030111215CONCRETEREACHED245MPA25KGF/CMSTRIPPINGSTRENGTHNUMBEROFDAYSVOLCANOASHPORTLANDCEMENTORSLAGCEMENTNOTEEVERY24HOURSADAYTHELOADBEARINGCONCRETEFORMWORKSCHEDULETHE258MBOARDANDTHEASSEMBLYOFREINFORCEDCONCRETEMEMBERSOF25MSPANSTRUCTURESBELOWTHECATEGORYOFPLATEGIRDERBOTTOMFORMWORKPORTLANDCEMENTTYPEVOLCANOASHORSLAGPORTLANDP0325ABOVEP0325P0325CEMENTGRADEABOVEP0325STRIPPINGSTRENGTHNEEDEDACCORDINGTOTHEDESIGNSTRENGTHOFXTHEAVERAGEDAILYTEMPERATURE51015202530DEGCTOTHECONCRETESTRENGTHOFX1222243681416227101216681014579114689DAYS50507070VOLCANOASHORSLAGTHE62STEELPROCESSING621COMMUNICATIONPIPELINEENGINEERINGOFSTEELVARIETIES,SPECIFICATIONS,MODELSSHOULDMEETTHEDESIGNREQUIREMENTS622STEELPROCESSINGSHOULDCOMPLYWITHTHEFOLLOWINGPROVISIONSTHESTEELSURFACESHOULDBECLEAN,REMOVESTEELPUFFING,RUST,GREASE,PAINTETCREINFORCEDACCORDINGTOTHEPROVISIONSOFDESIGNDRAWINGMATERIALS,ANDPROCESSEDACCORDINGTOTHEPROVISIONSOFTHESHAPE1,WIRERODSTEELSHOULDBESTRETCHEDBEFOREPROCESSING2,STEELSHOULDCHECKTHEQUALITYOFALLSPLIT,STUMPDEFECTSCARSMAYBENINECHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS3,USESHORTLONGASALLOWABLEREINFORCEMENTDISTRIBUTIONREINFORCEMENTREINFORCEMENT,MAINREINFORCEMENTREINFORCEMENTISSTRICTLYPROHIBITEDTHESIZEOF623JOINTSHAPEANDARRANGEMENTOFREINFORCEMENTPARTS,MAINREINFORCEMENTANDREINFORCEMENTDISTRIBUTIONLOCATIONSHOULDMEETTHEREQUIREMENTSOFDESIGNDRAWINGSNOINVERSIONTHEMAINREINFORCEMENTSPACINGERRORISNOTGREATERTHAN5MMTHEDISTRIBUTION,REINFORCEMENTSPACINGERRORSHOULDBELESSTHAN10MM12MMOR10MMWIREREBARTHEUSEOFCONTINUOUSSTEEL,CONNECTIONPOINTSHOULDAVOIDTHEMAXIMUMSTRESS,ANDSHOULDBESTAGGERED,NOTINALINE,WITHASTEELMAYHAVEMORETHANONECONNECTIONPOINTANDINTERVAL20MMTEMPLATE63CONCRETE631PREPAREDFORCONCRETECEMENT,SAND,STONEANDWATERSHOULDMEETTHESTANDARDDIFFERENTGRADECEMENTSHOULDNOTBEMIXEDMUDSANDANDSTONEASEXCEEDSTHESTANDARD,MUSTBEWASHEDBEFOREUSETHERATIOINACCORDANCEWITHTHEDESIGNLABELMIXINGWITHIN45MINUTESAFTERPOURINGPOURINGGAPISGREATERTHAN3M,WITHAFUNNELORPOURINGCHUTECONCRETEPOURINGTHEMANUALORMECHANICALVIBRATION,NORUNMODE,NOLEAKAGEOFPLASMACOAGULATIONEARLY1HOURSAFTERWATERINGWITHSTRAWETCTHEGOODCAREOFTHEDAILYAVERAGETEMPERATUREOF5DEGREES,TAKEMEASURESNONDIRECTLOADINGOBJECTS,THEDAILYAVERAGETEMPERATUREOF15DEGCMAINTENANCE24TENCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS64641CEMENTMORTARCEMENTMORTAR,MUSTBEINSTRICTACCORDANCEWITHTHEPROVISIONSOFTHEPROVISIONSOFTHEPREPARATIONLECTURENOTESINTABLETWOWHERETHE642JOINTPLASTERINGCEMENTMORTAR,PLASTERINGANGLE,ANDPIPEJOINTBLOCKETC,THESANDMATERIALMUSTBESIFTED,THERESHALLBENOBEANSSTONEWITHLARGESIZEGRAVEL,CEMENTMORTARCURING643SHOULDTHERELEVANTPROVISIONSOFTHEIMPLEMENTATIONOF63BASETREATMENT771711PIPELAYINGFOUNDATIONCOMMUNICATIONPIPELINESHALLMEETTHEREQUIREMENTSOFDESIGNDOCUMENTSWHERETHEUSEOFNATURALFOUNDATIONANDDESIGNHASNOSPECIFICPROOFOFHOWTODEALWITH,INTHEFOLLOWINGCASESSHOULDBEREPORTEDTOTHERELEVANTUNITSTOPROPOSESOLUTIONSBEFORECONSTRUCTIONTHEUNDERGROUNDWATERLEVELISHIGHERTHAN1ANDPIPELINEMANHANDBORETHELOWESTELEVATION2SOFTSOIL,MIXEDSOILCORROSIVESOILORBACKFILLBELONGSTOTHENATURALFOUNDATIONDITCHCOMPACTION712LEVELINGINACCORDANCEWITHTHEDESIGNELEVATION,THEALLOWABLEDEVIATIONOF10MM713THEFOUNDATIONWIDTH63CM,GROOVEBOTTOMWIDTHBASEWIDTH60CMNOTRENCHBOTTOMWIDTHTUBEGROUPWIDE40CMBASEDPIPELINEELEVENCHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALS72BASIC721COMMUNICATIONPIPELINEGENERALLYADOPTCONCRETEFOUNDATION,CONCRETEGRADE,BASEWIDTH,THICKNESSOFFOUNDATIONSHOULDMEETTHEDESIGNREQUIREMENTSALLDESIGNREQUIREMENTSOFPIPELINEFOUNDATIONUSINGPREFABRICATEDFOUNDATIONPLATEORREINFORCEDPASSAGESSHOULDBETREATEDACCORDINGTODESIGNTHECENTERLINETOMEETTHEDESIGNREQUIREMENTS,ABOUT10MMHEIGHTDEVIATIONISLESSTHANOREQUALERRORLESSTHAN10MMWIDTH,THICKNESSOFNEGATIVEDEVIATIONLESSTHAN10MMPIPELINEFOUNDATIONENTERTHEWINDOWHOLEPARTHAND,ACCORDINGTOTHEREQUIREMENTSOFREINFORCEDSTEEL,AWINDOWINTHEWALLISNOTLESSTHAN100MM723CHECKTHEPOURINGREINFORCEDREBARINCONFORMITYWITHTHEPROVISIONSOFPARAGRAPHS,REMOVETRANSVERSEDEBRISPOUREDCONCRETETAMPINGCOMPACTION,THEINITIALSETTINGAFTERCURINGFRACTUREAFTERSTRIPPINGWITHOUTHONEYCOMB,OFFTHEEDGETABLE723THEPIPELINEFOUNDATIONWIDTHMM3504606157358358801140ENTERTHEPIPELINEFOUNDATIONHANDHOLEWINDOWREINFORCEMENTATTHETABLEINTOTHEHANDHOLEPIPELINEFOUNDATIONREINFORCEMENTATTHETABLEWINDOWBARDIAMETERMMFOR6FOR10FOR6FOR10FOR6FOR10FOR6FOR10FOR6FOR10FOR6FOR10FOR6FOR10848587888989811THENUMBEROFROOTLENGTHMM3101565420156559015656901565800156584015659901565TOTALLENGTHM2486263367834721155212526414096721409792171673PIPELINETWELVECHINACOMMUNICATIONCONSTRUCTIONENGINEERINGBUREAUTHIRDPROJECTMANAGERTRAININGMATERIALSCHECKTHEPIPESANDFITTINGSMATERIALSPECIFICATIONSSHOULDBE731COMMUNICATIONPIPELINE,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
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 苏州健雄职业技术学院《动物生物化学》2023-2024学年第二学期期末试卷
- 烟台汽车工程职业学院《资源材料与可持续发展》2023-2024学年第二学期期末试卷
- 汉口学院《对流层传播》2023-2024学年第二学期期末试卷
- 吕梁师范高等专科学校《软件工程》2023-2024学年第二学期期末试卷
- 武汉理工大学《互联网运维技术》2023-2024学年第二学期期末试卷
- 心理健康课件模板
- 篮球教学设计实施方案
- 2025音乐作品授权使用合同
- 2025履行完毕合同:土地承包协议终止
- 2025二手房屋买卖合同范本下载示例
- 计算机网络的毕业设计(5篇)
- 2022年中国建筑集团有限公司招聘笔试题库及答案解析
- 温泉度假设施造价预算
- 青少年创意编程试题
- 电子商务客户服务5套综合测试题带答案
- 微观经济学课件第二章(高鸿业)
- RULES OF ORIGIN 原产地规则
- 国内旅游出团通知书(新版)
- LETTEROFINTENTION意向书范本
- 国内各航空公司差异化服务
- 《山东省自然科学基金资助项目年度进展报告》
评论
0/150
提交评论