第四章DrillstringBasics钻具基础Uponcompletionofthissectionyouwillbeableto:读完这一部分后,你可以1、Explainhowdrillpipegradesdefinetheyieldstrengthandtensilestrengthofsteel.1、解释钻杆钢级是如何定义钢材的屈服强度和抗拉强度的;2、Explainhowdrillpipeisclassified.2、解释钻杆是怎么分类的;3、Calculatetotalyieldstrengthforaspecificgrade/classofdrillpipe.3、计算特定钢级和类别钻杆的屈服强度;4、Explaintheeffectsofbuoyancyonthedrillstring.4、解释浮力对钻具的影响;5、Calculatethebuoyedweight(orhookload)inaverticalhole.5、计算直井中钻具的浮重(或称悬重);6、Explainthecausesofvaryinghookloadduringthedrillingprocess.6、解释钻进过程中大钩悬重变化的原因;7、Explainoverpullandcalculatethemaximumpermittedpull.7、解释过提、计算昀大许用上提力;8、CalculaterequiredBHAairweightforapplicationswheredrillpipeistoberunincompression.8、计算在允许钻杆受压的钻井过程中,需要的井下钻具组合净重;9、Calculatecriticalbucklingforceandexplainthefactorsinvolvedwhenrunningdrillpipeincompression.9、计算压曲临界力并解释压缩钻杆的钻井过程中的原理;10、Explaincausesandeffectsofsinusoidalandhelicalbuckling.10、解释正弦和螺旋弯曲的起因及影响因素;11、Explainneutralpointandcalculatetheapproximatelocationoftheneutralpointinarotarydrillstring.11、解释中和点并计算其在转动钻具中的大概位置;12、Explaintherelationshipbetweencyclicbendingstressanddrillpipefatigue.12、解释周期性的弯曲应力和钻杆疲劳的关系;13、Describesomeofthefactorsaffectingaxialdragandtorque,andtheeffectofdragonweightonbit.13、描述一些影响轴向摩擦力和扭矩的因素以及摩擦力对钻压的影响。Tubulars管件Introduction介绍Drillpipeandcollarsaredesignedtosatisfycertainoperationalrequirements.Ingeneral,downholetubularsmusthavethecapabilitytowithstandthemaximumexpectedhookload,torque,bendingstresses,internalpressure,andexternalcollapsepressure.OperationalcapabilitiesofdifferentsizesandgradesofdrillpipeandcollarsaretabulatedintheAPIRP7Gtoassistthedrillingengineerinselectionofpipeandcollarsforagivendrillingsituation.Otherconcerns,suchasthepresenceofH2S,mustalsobeconsideredintheselectionprocess.钻杆和钻铤是为满足特定作业需求而设计的。总体来说,入井管件必须禁得起预期的昀大悬重、扭矩、弯曲力、内压力和外挤力。不同尺寸和钢级的钻杆和钻铤的工作能力记录于API标准RP7G,以帮助钻井工程师在特定钻井条件下选择钻杆和钻铤。在选择过程中,诸如存在H2S等具体情况也要加以考虑。DrillPipeYieldStrengthandTensileStrength钻杆的屈服强度和抗拉强度Ifdrillpipeisstretched,itwillinitiallygothrougharegionofelasticdeformation.Inthisregion,ifthestretchingforceisremoved,thedrillpipewillreturntoitsoriginaldimensions.TheupperlimitofthiselasticdeformationiscalledtheYieldStrength,whichcanbemeasuredinpsi.Beyondthis,thereexistsaregionofplasticdeformation.Inthisregion,thedrillpipebecomespermanentlyelongated,evenwhenthestretchingforceisremoved.TheupperlimitofplasticdeformationiscalledtheTensileStrength.Ifthetensilestrengthisexceeded,thedrillpipewillfail.Tensionfailuresgenerallyoccurwhilepullingonstuckdrillpipe.Asthepullexceedstheyieldstrength,themetaldistortswithacharacteristicthinningintheweakestareaofthedrillpipe(orthesmallestcrosssectionalarea).Ifthepullisincreasedandexceedsthetensilestrength,thedrillstringwillpart.Suchfailureswillnormallyoccurnearthetopofthedrillstring,becausethetopofthestringissubjectedtotheupwardpullingforceaswellasthedownwardweightofthedrillstring.如果钻杆受拉,起初,它会在一定拉力范围内发生弹性形变。在这个范围内,如果拉力消失,钻杆能恢复原状。这个范围的上限称为屈服强度,可用psi衡量。超过这个范围后,存在一个塑性形变范围。在这个范围内,钻杆被永久拉长,即使拉力消失也不恢复。这个范围的上限称为抗拉强度,如果拉力超过抗拉强度,钻杆会被拉断。钻杆被拉断的情况一般发生在上提被卡钻具的时候。如果拉力超过屈服强度,钻杆昀薄弱处(或昀小截面积处)的金属会变细。如果拉力继续上涨并超过抗拉强度,钻具会断裂。这样的断裂通常发生在钻具上部,因为管柱的上部不但要承受向上的拉力,还要承受其下钻具的重量。DrillPipeGrades钻杆钢级Therearefourcommongradesofdrillpipewhichdefinetheyieldstrengthandtensilestrengthofthesteelbeingused.钻杆有4个常用钢级,定义了所用钢材的屈服强度和抗拉强度。钢级EX-95G-105S-135昀小屈服强度(psi)7500095000105000135000昀小抗拉强度(psi)100000105000115000145000GradeE,composedofalowergradeofsteel,issometimesreferredtoas“mild”steel,becauseithasthelowestyieldstrengthperunitarea.Assuch,mildsteelisgenerallydefinedassteelwithayieldstrengthoflessthan80,000psi.Ascanbeseen,GradeEdrillpipehasaloweryieldstrengthinpsithanthehighstrengthdrillpipegrades,howeveroncetheyieldstrengthisexceeded,itcanwithstandagreaterpercentageofstretchor“strain”priortoparting.LowergradesofsteelsuchasGradeEarealsomoreresistanttocorrosionandcracking.GradeEhasbeenutilizedinmediumdepthwells(10,000to15,000feet).E级钻杆使用较低等级的钢材制造,这种钢材有时被称为“温和”金属,因为它在单位面积上具有昀低的屈服强度(psi)。温和金属通常定义为单位面积屈服强度在80,000psi以下的金属。众所周知,E级钻杆较高钢级的钻杆具有更小的单位面积屈服强度(psi),然而,一旦拉力超过屈服强度,它在破断前,可以禁受更大比率的拉力或“张力”。同样,像E级钻杆这样低等级的钢材对腐蚀和破裂有更强的抵抗能力。E级钻杆一般应用于中等深度的井(10,000ft~15,000ft)。Inthe1980's,ashorizontaldrilling,highinclinationextendedreachwellsanddeepholedrillingapplicationsincreased,sohasthedemandforhighstrengthdrillpipe.Itiscommonindeepholeapplicationsforhighstrengthdrillpipetobeutilizedintheupperportionofthestringtokeepthetensionloadwithinthecapabilitiesofthesteel.Inhighdoglegenvironments,suchasthoseencounteredinmediumandshortradiushorizontalwells,highstrengthdrillpipecanwithstandtheassociatedbendingstresses.Inhighinclinationandhorizontalwells,highstrengthdrillpipeisalsocommonlyrunincompression.Onedrawbackofhighergradesofsteelisthattheyaregenerallylessresistanttocorrosion,likethatcausedbyhydrogensulfide(H2S).Limitedavailabilityalsocontributestothehighercost.80年代,随着水平井、大斜度井和深井钻井的更多应用,对高强度钻具的需求也在提升。通常在深井的上部使用高强度钻杆来保证拉力在钢材许用范围之内。在大狗腿度井况下,比如造斜段较短的水平井,高强度的钻杆可以承受因此带来的弯曲力。在大斜度井和水平井中,高强度钻杆也经常会受到压缩力。高等级钢材的一个缺点是,它们对腐蚀环境的抵抗能力较差,比如受H2S影响的情况。数量的有限同样导致了其昂贵的价格。Theyieldandt