建設(shè)工程測量協(xié)議(中英文)

發(fā)包人：Employer測量人：SurveyingCompany(hereafterreferredtoassurveyor)發(fā)包人委托測量人承擔(dān)基坑監(jiān)測、單位工程坐標(biāo)定位、測量放線、沉降觀測任務(wù)。根據(jù)《中華人民共和國合同法》及國家有關(guān)法規(guī)規(guī)定，結(jié)合本工程的具體情況，為明確責(zé)任，協(xié)作配合，確保工程測量質(zhì)量，經(jīng)發(fā)包人、測量人協(xié)商一致，簽訂本協(xié)議，共同遵守。Employercommissionsurveyortoundertaketheworksofpitmeasurement,coordinatepositionofunitproject,settingoutandsettlementobservation.InaccordancewithLAWOFCONTRACTandotherrespectinglawsandregulationofState,combinewiththeparticularsofthisproject,clarifytheresponsibilitiesofpartieshereto,processcoordinationandcooperationsoastoensurethequalityofprojectsurvey,thisagreementhavebeenmadeandenteredintobyandbetweenemployerandsurveyorbymutualnegotiationfortheircommonabidance.第一條 工程概況 ArticleOneProjectOverview工程名稱： NameofProject工程建設(shè)地點： PlaceofProject工程規(guī)模、特征：建筑面積為 3200平方米，人工挖孔樁基礎(chǔ)、主體為十層樓框架結(jié)構(gòu)SizeandCharactersofProject:Constructionareaof3,200squaremeters,hand-dugpilefoundationandmainstructureoften-storeyframe.工程內(nèi)容：負責(zé)綜合樓的基坑監(jiān)測、單位工程坐標(biāo)定位、測量放線 、沉降觀測。ProjectContents:Responsiblefortheworksofbuilding ’sthepitmeasurement,coordinatepositionofunitproject,surveyandsettingoutandsettlementobservation.第二條 發(fā)包人應(yīng)及時向測量人提供下列文件資料，并對其準(zhǔn)確性、可靠性負責(zé)。ArticleTwoEmployershouldprovidesurveyorintimewithfollowingdocuments/dataandbeliablefortheaccuracyandreliabilitythereof.2.1提供本工程批準(zhǔn)文件（復(fù)印件），以及用地（附紅線范圍）、施工、測量報告（復(fù)印件）。Provisionofapprovaldocumentsofthisproject(photocopy),reportsofland(withinredline),constructionandsurvey(photocopy).2.2提供工程測量任務(wù)委托書、技術(shù)要求和工作范圍的地形圖、建筑總平面布置圖。Provisionofpowerofattorneyforprojectsurvey,technicalrequirementandtopographicmapforworksscope,planoftotalconstruction.2.3提供測量工作范圍已有的技術(shù)資料及工程所需的坐標(biāo)與標(biāo)高資料。Provisionofthetechnicalmaterialswhichhavebeencoveredinthesurveyscopeinadditiontodataofcoordinatesandelevation.2.4提供測量工作范圍地下已有埋藏物的資料（如電力、電訊電纜、各種管道、人防設(shè)施、洞室等）及具體位置分布圖。Provisionofthematerialsoftreasuretrovesundergroundwithinsurveyscopeincludingcablesofelectricityandtelecommunication,pipesofvariouskinds,airdefensefacilitiesandcavernsandsoon,inadditiontolocationmapofdistributionthereon.2.5如果發(fā)包人不能提供上述資料，由測量人收集的，發(fā)包人應(yīng)向測量人支付相應(yīng)費用。Providedthatemployerfailtofurnishtheforegoinginformationwhicharecollectedbysurveyoritself,employershouldeffectcorrespondingpaymentthereoftosurveyor.第三條測量人向發(fā)包人提交測量成果資料并對其質(zhì)量負責(zé)。測量人負責(zé)向發(fā)包人提交測量成果資料四份，發(fā)包人要求增加的份數(shù)另行收費。ArticleThreeSurveyorwillprovideemployerwiththeachievementsofsurveyandliabletothequalitythereof.Surveyorwillprovidefourcopiesofmaterialoftheachievementsofsurvey,theaddedcopiesbytherequirementofemployershallbechargedanotherfees.第四條 開工及提交測量成果資料的時間和收費標(biāo)準(zhǔn)及付費方式ArticleFourTimeofCommencement,ProvisionofSurveyAchievementandCostStandard,PaymentMeans4.1開工及提交測量成果資料的時間TimeofCommencement,ProvisionofSurveyAchievement4.1.1本工程的測量工作定于 日開工，工程竣工之前提交測量成果資料。如果由于發(fā)包人或測量人的原因未能按期開工或提交成果資料時，按本合同第六條規(guī)定辦理。Commencementofprojectsurveywillbeonthedateofandtheachievementthereofwillbesubmittedbeforethecompletionofproject.Providedthatiffailureofcommencementorsubmissionofsurveyachievementduetothereasonofemployerorsurveyor,shallbeprocessedunderArticleSixhereof.4.1.2測量工作有效期限以發(fā)包人下達的開工通知書或合同規(guī)定的時間為準(zhǔn)，如遇特殊情況（設(shè)計變更、工作量變化、不可抗力影響以及非測量人原因造成的停、窩工等）時，工期順延。PeriodlimitedofsurveyshallbesubjecttoCommencementNoticeissuedbyemployerorthestipulationofcontract,providedthatifspecialcircumstancesoccur,includingsuspensionandstopofworkduetoalterationofdesignorquantity,forcemajeureandthereasonswhicharenotliabletosurveyor,extensionofworkperiodmaybecorrespondinglyallowed.4.2收費標(biāo)準(zhǔn)及付費方式 ChargeStandardandPayment4.2.1本工程測量按國家規(guī)定的現(xiàn)行收費標(biāo)準(zhǔn)包干價計取費用。CostandpriceofthisprojectshallbecalculatedbylumpsumpricewhichsubjecttotheexistingchargestandardbyState.4.2.2本工程測量費預(yù)算為 美元，合同生效后三天內(nèi)，發(fā)包人應(yīng)向測量人支付預(yù)算測量費的20％作為定金，計美元（本合同履行后，定金抵作測量費）；提交測量成果資料后10天內(nèi)，發(fā)包人應(yīng)一次付清全部工程費用。Theprojectbudgetis USDollars.Employershall,withinthreedaysuponvalidityofcontract,makepaymentof20 ％ofbudgetcosttosurveyor,equalto USDollarswhichwillbeoffsetagainsttheprojectcostafterimplementationofcontract;employershallmakethepaymentoflumpsumfullremainofprojectcostuponsubmissionoftheachievementmaterialsbysurveyor.第五條發(fā)包人、測量人責(zé)任ArticleFiveResponsibilitiesofEmployerandSurveyor5.1發(fā)包人責(zé)任 ResponsibilitiesofEmployer5.1.1發(fā)包人委托任務(wù)時，必須以書面形式向測量人明確測量任務(wù)及技術(shù)要求，并按第二條規(guī)定提供文件資料。Employershould,atthetimeofdelegationofdutiestosurveyor,makespecificationinwritingofsurveyworksandtechnicalrequirementandsubmitthedocuments/dataasstipulationofArticleTwo.5.1.2在測量工作范圍內(nèi)，沒有資料、圖紙的地區(qū)（段），發(fā)包人應(yīng)負責(zé)查清地下埋藏物。如果因未提供上述資料、圖紙，或提供的資料圖紙不可靠、地下埋藏物不清，致使測量人在測量工作過程中發(fā)生人身傷害或造成經(jīng)濟損失時，由發(fā)包人承擔(dān)相關(guān)責(zé)任。Theareas(section)withinthezoneofsurvey,if,withoutdataanddrawingsthereof,employershouldbeliableforidentificationoftheobjectsburiedunderground.Providedthatiffailureorunreliabilityofsubmissionofdataanddrawingsaforesaidoruncertaintyofburiedobjects,whichresultinthepersonalinjuryoreconomiclosstosurveyorduringthecourseofworks,employershallundertakerelatedliabilities.5.1.3發(fā)包人應(yīng)及時為測量人提供并解決測量現(xiàn)場的工作條件，包括平整施工現(xiàn)場、修好通行道路、接通電源水源、挖好排水溝渠以及水上作業(yè)用船等，并承擔(dān)其費用。Employershouldprovideandsettleintimetheworkconditionsonsiteforsurveyorincludingflatsite,buildingaccessroad,powersource,dugdrainageditchesandvesselsforwaterworks,andassumethecostthereof.5.1.4工程測量前，若發(fā)包人負責(zé)提供材料的，應(yīng)根據(jù)測量人提出的工程用料計劃，按時提供各種材料及其產(chǎn)品合格證明，并承擔(dān)費用和運到現(xiàn)場，派人與測量人的人員一起驗收。Providedthatifemployerisliabletoprovidematerial,employershouldpriortotheprojectsurvey,aspertheplanofusedmaterialbysurveyor,provideonschedulevariousmaterialswithcertificationofqualitythereof,assumethecostthereofandmaketransportationtothesite,dispatchrepresentativetotakeacceptancejoiningwiththepersonofsurveyor.5.1.5測量過程中的任何變更，經(jīng)辦理正式變更手續(xù)后，發(fā)包人應(yīng)按實際發(fā)生的工作量支付測量費。Anyalterationduringtheworkofsurveyprojectshould,onsubsequenttotheofficialprocedureofalteration,bepaidthepaymentofsurveyworksbyemployerontheactualquantity.5.1.6由于發(fā)包人原因造成測量人停工，除工期順延外，發(fā)包人應(yīng)支付停工費；如果發(fā)包人要求測量人在合同規(guī)定時間內(nèi)提前完工（或提交測量成果資料）時，發(fā)包人應(yīng)按每提前一天向測量人支付 美元/天計算加班費。Wherethesuspensionofworksduetothereasonofemployer,thepaymentthereofshouldbeeffectedbyemployerinadditiontoextensionofworkperiod.Providedthatifemployerrequiresurveyortocompleteworksorsubmitthesurveyachievementinadvancewithinthetimestipulatedherein,employershouldmakepaymentofovertimefeetosurveyoronthebasisofUSDollar/pereachadvancedday.5.1.7 發(fā)包人應(yīng)保護測量人提交的投標(biāo)書、測量方案、報告書、文件、資料圖紙、數(shù)據(jù)、特殊工藝（方法）、專利技術(shù)和合理化建議，未經(jīng)測量人同意，發(fā)包人不得向第三人轉(zhuǎn)讓或用于本合同外的項目。Employershallbeobligedtokeepconfidentialanysecretinformationofdocumentswhichsubmittedbysurveyorsuchastender,surveyscheme,report,documents,materials/drawings,data,particularworkprocess(means),patentandreasonableproposals,withoutthewrittenconsentofsurveyor,employershouldnottransferandalientothethirdpartyorusedtotheprojectbeyondthesamehereof.5.2測量人責(zé)任

ResponsibilitiesofSurveyor5.2.1測量人應(yīng)按國家技術(shù)規(guī)范、標(biāo)準(zhǔn)、規(guī)程和發(fā)包人的任務(wù)委托書及技術(shù)要求進行工程測量，按本合同規(guī)定的時間提交質(zhì)量合格的測量成果資料，并對其真實性和可靠性負責(zé)。SurveyorshouldprocesstheworksofprojectsurveyunderthestipulationsofState

’stechnicalspecifications,standards,proceduresandemployer

’sTaskCommission,technicalrequirements,submitthedataofsurveyachievementwithinthetimewhichisstipulatedhereofandbeliableforthetruthfulnessandreliabilitythereof.5.2.2如果由于測量人提供的測量成果資料質(zhì)量不合格，測量人應(yīng)負責(zé)無償給予補充完善使其達到質(zhì)量合格。Providedthatifthequalityofsurveyachievementwhichissubmittedbysurveyorisdisqualificationtocontractsurveyorshouldmakeinfreechargesupplementandimprovementofthesameandreachtoqualification.5.2.3在工程測量前，提出測量組織設(shè)計；在工程測量完成后派人與發(fā)包人的人員一起驗收發(fā)包人提供的材料。Employershouldpriortocommencementofsurveyprovidedesignofsurveyorganizinganddispatchrepresentativeuponcompletionofsurveytotakepartintheacceptanceofdatasubmittedbysurveyorwithemployer ’spersonnel.5.2.4本合同有關(guān)條款規(guī)定和補充協(xié)議中測量人應(yīng)負的其它責(zé)任。Otherresponsibilitiesassumedbysurveyor,whicharestipulatedinconcernedprovisionshereofandsupplementaryagreement.第六條 違約責(zé)任 ArticleSixBreachLiabilities6.1由于測量人原因造成測量成果資料質(zhì)量不合格，不能滿足技術(shù)要求時，其用工測量費用由測量人承擔(dān)。Providedthatifthequalityofsurveyachievementisdisqualificationornon-satisfactiontotherequirementoftechnology,thefeesofsurveyworksshallbeassumedbysurveyor6.3合同履行期間，由于工程停建而終止合同或發(fā)包人要求解除合同時，測量人未進行測量工作的，不退還發(fā)包人已付定金；已進行測量工作的；完成的工作量在 50％以內(nèi)時，發(fā)包人應(yīng)向測量人支付預(yù)算額 50％的測量費計 元；完成的工作量超過 50％時，則應(yīng)向測量人支付預(yù)算額 100％的測量費。Providedthatduringtheexecutionofcontracttheterminationofcontractduetosuspensionofprojectorrequirementofdischargecontractbyemployerbeforecommencementofsurvey,surveyorshallnotreturnthedepositpaid;if,surveyworkshavebeenprocessedandthecompletedquantityreachwithin50%,employershouldmakepaymentof50%ofbudgetamountwhichequaltoYuan;andif,thecompletedquantityexceedover50%,employershouldmakepaymentof100%ofsurveycosttosurveyor.6.4如果發(fā)包人未按合同規(guī)定日期撥付測量費，每超過一日，應(yīng)償付未支付測量費的千分之一逾期違約金。Employershould,intheeventoffailuretopaythesurveycostasperthedatestipulatedbycontract,payoverduepenaltyof1/1000ofthecostofnonpaymentforeachoverdueday.6.5由于測量人原因未按合同規(guī)定時間（日期）提交測量成果資料，每超過一日，應(yīng)減收測量費千分之一。Providedthatifsurveyor ’sfailureofsubmissionofsurveyachievementonthetimestipulatedbysurveyorduetothesurveyor’sreason,1/1000ofsurveycostshouldbereducedforeachdelayedday.6.6本合同簽訂后，發(fā)包人不履行合同時，無權(quán)要求退還定金；測量人不履行合同時，雙倍返還定金。Onsubsequenttosignatureofthiscontract,employerfailtofulfillthecontract,norighttorequirerefundofdeposit;andprovidedthatifsurveyor’sfailureoffulfillment,shouldmakedoubleamountofdeposittoemployer.第七條 本合同附兩份附件：《測量施工方案》和《測量技術(shù)要求》。本合同未盡事宜，經(jīng)發(fā)包人與測量人協(xié)商一致，簽訂補充協(xié)議，補充協(xié)議與本合同具有同等效力。在合同履行過程中，因需變更合同或行使抗辯權(quán)中止合同的，應(yīng)提前5日書面通知對方。ThiscontractisaccompaniedbytwoappendixofPlanofConstructionSurveyandRequirementforSurveyTechnology.Anyoutstandingissueshereinshouldbeagreedbymutualnegotiationandsupplementalagreementwhichhaveequalforceandeffectasthiscontract.Inthecourseofimplementationofthiscontract,if,suspensionofcontractduetoalterationofcontractorexercisingdefenseright,anypartyshouldgivefivedays’writtennoticetooppositeparty.第八條如果因本合同的履行發(fā)生爭議，發(fā)包人、測量人應(yīng)及時協(xié)商解決，如果協(xié)商或調(diào)解不成時，發(fā)包人、測量人同意提交仲裁委員會對爭議事項進行仲裁。Providedthatifanydisputeorcontroversyarisingoutoforrelatedtoperformanceofthiscontractpartiesheretoshouldintimesolvebynegotiationorconsultation,wherenosatisfactionofsettlementthereof,thedisputemaybesubmittedtoArbitrationCommissionforarbitrationofdisputes.第九條本合同自發(fā)包人、測量人簽字蓋章后生效；在雙方履行完合同規(guī)定的義務(wù)后，本合同終止。本合同一式_貳_份，發(fā)包人_壹_份、測量人_壹_份。Thiscontractshallbeeffectiveandforcibleonsignatureandsealing,andshallcomenullandvoidoncompletionofobligationsasstipulatedhereby.Thiscontractismadeintwocopiesforemployerholdonecopyandsurveyorholdonecopy.發(fā)包人：（蓋章） 測量人：（蓋章）Employer(Seal) Surveyor(Seal)法定代表人：（簽字） 法定代表人：（簽字）LegalRepresentative(signature) LegalRepresentative(signature)附件一AppendixOne 測量施工方案 PlanofConstructionSurvey附件二AppendixTwo 測量技術(shù)要求 RequirementforSurveyTechnology附件一AppendixOne測量施工方案 PlanofConstructionSurveyI．Basisofsurvey 測量依據(jù)ThesurveyandmeasurementwillbeconductedinaccordancewiththeoverallfloorplanofferedbytheOwner,thedesigndrawing,coordinatepoint&benchmark.依據(jù)業(yè)主提供的水準(zhǔn)控制點與坐標(biāo)控制點及設(shè)計施工圖。Establishmentofsurveycontrolnetwork 測量控制網(wǎng)的建立Ⅰ.EstablishHorizontalsurveycontrolnetwork 平面測量控制網(wǎng)的建立Thecoordinateofprincipalaxispointsandcontrolpointinthisprojectwillbecalculatedaccordingtothedatumcitycoordinateandthefloorplan,whichareofferedbytheOwner,therelativelocationandangeloftheaxisintersectionpoint.Andtheaxiscontrollineandthecorrespondingcontrolpoint,whichshouldbedistantenoughawayfromthefoundationpitforthepurposeoftheavoidanceofthedisplacementintheprocessofconstructionwhichwillbemeasuredbyTotalStation.regularre-measurementsofthehorizontalcontrolnetworkthroughoutthewholeconstructionprocesswillbeperformedinordertoavoidthedisplacementofthecontrolpointwhichmayresultfromgroundsettlementofanyotherfactors.根據(jù)業(yè)主提供的基準(zhǔn)點城市坐標(biāo)及建筑總平面圖、軸線交叉點的相對位置及角度，計算出本工程的主要軸線坐標(biāo)點及控制點的坐標(biāo)，用全站以定出軸線控制線及控制網(wǎng)的控制點?？刂凭W(wǎng)的控制點要遠離基坑以避免施工過程中控制點的二次位移。施工過程中須定期對控制網(wǎng)進行復(fù)測，以防止因地面變形沉降或其它因素而導(dǎo)致的控制點偏移。Ⅱ.EstablishVerticalsurveycontrolnetwork 高程測量控制網(wǎng)的建立NewverticalcontrolpointswillbesetupinaccordancewiththebenchmarkandbenchmarkdatumprovidedbytheOwner,forwhichthemethodsofclosedpathwillleadtothesiteofthenewlyconstructedbuilding.Thelocationiftheverticalcontrolshouldbedistantawaythenewbuildingforthepurposeofminimizingtheeffectofgroundsettlement.Andtherefore,there-measurementandadjustmentofthosenewverticalcontrolpointshouldbeconductedregularly.根據(jù)業(yè)主提供的水準(zhǔn)控制點、水準(zhǔn)控制點高值，采用閉合回路法將水準(zhǔn)點引至新建建筑物周圍。新設(shè)高程控制點的布設(shè)要遠離新建建筑物，以減小地面沉降對基準(zhǔn)點的影響，并定期對水準(zhǔn)控制點進行復(fù)測修正。Ⅲ.Reviewofcontrolnetwork 控制網(wǎng)復(fù)核Afteraccomplishmentofthehorizontalandverticalcontrolnetwork,thesurveyengineerwillreviewit,inthatcaseoferrorfreeinit,wewillpresentittothesupervisorforfinalconfirmed.平面及高程控制網(wǎng)建立后，測量工程師對其進行復(fù)測，復(fù)測無誤后報請監(jiān)理工程師最終確認。Ⅳ.MeasurestoGuaranteePrecision 測量精度保證措施Surveyinginstrumentsshouldbecheckedregularly,preservedbydesignatedpersonandusedbyfixedworkers.測量儀器專人使用并定期檢定。Steeltapelineshouldbesubjecttoerroridentificationandrevisioncausedbytemperaturebeforeworking.Measuresshouldbetakentoeliminateerrorsofalignment,inclination,uneventension,aimingandreading.鋼卷尺測距時應(yīng)計算尺長和溫度修正值，測量人員應(yīng)消滅各種讀數(shù)誤差。Deviationofaxis ≤2mm,verticaldeviationofstoryheight ≤2mm施工測量中軸線偏差應(yīng)≤ 2mm，樓層垂直偏差≤2mm。Controllingpointsthatmayshiftshouldbecheckedbeforeusage.對控制點有位移的應(yīng)在測量前進行檢查。Ⅴ.ConstructionMeasuresofbasement 基礎(chǔ)施工階段施工測量Theaxislinewillbeprojectedandmeasuredontotheworksitebaseonthehorizontalcontrolnetworkaftertheexcavationofearthwork.Followingthisstep,thecheckontherelationsofallaxislineswillbeperformedandthenbepresentedforthereviewfromsupervisorwiththeerrorfreeofthepreviousone.土方開挖后（已完成），先根據(jù)平面控制網(wǎng)，將軸線投測到工作面上。投測完成后，對各條軸線進行復(fù)核，復(fù)核無誤后報請建立確認。Ⅵ.ConstructionMeasuresofsuperstructure 主體施工階段施工測量Themeasureofsuperstructureadoptinternalcontrolmethod.Firstlythecontrolpointofaxislinewillbemeasuredandfixedwithpropersignsandprotectiononthebasementfloororonthehardeningfloor.Thepositionandarrangementofcontrolpointmustbewithinter-visibilityandmeasureability,keepingthesize150×150ofthereservedholesofcontrolpointsoneachfloor.Theaxiscontrolpointshouldbeprojectedontheworkingfloorbythelaserverticalinstrument,wheresettingouttheaxiscontrolline,othercontrollines,thesidelinesofcornerstilesandshutterbasedontheaxispositionrelations.主體施工階段測設(shè)采用內(nèi)控法進行。測設(shè)時現(xiàn)在地下室地板或硬化地坪上測設(shè)控制軸線的控制點，并做好標(biāo)志與保護措施?？刂泣c的布設(shè)必須能保證通視、易測。各樓層在控制點上側(cè)預(yù)留一 150×150的控制洞口，然后采用激光垂直儀進行投測，將軸線投射至上一施工樓面。各施工樓層根據(jù)投射的軸線放出軸線控制線及各條軸線、墻、柱模板邊線。Ⅵ.Elevationcontrol 高程控制Elevationcontrolpointbelow ±0.00isperformedbythemethodofmultipointdownwardtransferencemeasurementwiththesurveyor ’slevelandadjustinglath.Onetemporarylevelcontrolpointisrequiredtobesetuponthefoursidesofthefoundationpitrespectivelyandtoperformmutualcheckandadjustmentofthesepointsafterthestageofearthworkexcavation.±0.00以下的標(biāo)高控制采用水準(zhǔn)儀和塔尺進行多站點向下傳遞引測。要求在土方開挖完成后，在基坑的四周各設(shè)置一個臨時水準(zhǔn)控制點，并相互復(fù)測。Elevationcontrolpointabove ±0.00isperformedverticallywiththesteelmeasuretapemovingupwardalongthe150 ×150reservedholesonthecornerstilesoneachfloor.Twomeasurementpointsineachareaaresetupforthemutualreferenceofcheckandpartconstruction.Theprocedureofmeasurementisasfollows:±0.00以上的標(biāo)高控制，主要是沿結(jié)構(gòu)墻拄在樓面上預(yù)留 150×150的孔洞，用鋼卷尺向上豎直進行。每區(qū)各設(shè) 2個引測點，以便于相互校核和分段施工。引測步驟如下：Thesameinitialheightlineismeasuredandsetaccuratelywithasurveyor ’slevelwithreferencetothebenchmark,the ±0.00horizontallineof+50cmelevationlevel.Asteeltapeisusedtodeterminetheheightoftheworkingfloorintheverticaldirectionandtodrawthehorizontallinewithaccuratemeterlength.Andtheheightlineofeachfloorwillbemeasuredfromitscorrespondinginitialheightline.Themeasurementandadjustmentofeveryindividualhorizontallinetransferredfromthelowerfloorisconductedbythesurveyor ’slevelsetupinthefloor,with ±3mmerrormarginonlytolerated.Therecordofelevationdataoneachfloorisoperatedwithreferencetothecheckofthetwobackhorizontallines.先用水準(zhǔn)儀根據(jù)水準(zhǔn)點、±0.00水平線或＋50cm標(biāo)高水平線，向上準(zhǔn)確地引測出相同的起始標(biāo)高線向上直接量取。將水準(zhǔn)儀安置到施工層，校測由下面?zhèn)鬟f上來的各條水平線，其誤差應(yīng)控制在±3cm以內(nèi)。各層抄平時，應(yīng)后視兩條水平線以作校核。Thesteelmeasuretapemustbeexaminedwhenmeasuringupwardthedropoflevelfromthe±0.00horizontalline.Themeasurementmustbeconductedwithaplumbtape,ofwhichthelengthandtemperaturecorrectionmustbedoneinadvance,andwithuniformforceintheoperation.由±0.00水平線向上量高差時，所使用的鋼卷尺必須經(jīng)過鑒定，卷尺使用時應(yīng)鉛直并用力均勻，并進行尺長和溫度修正。SettlementObservation

沉降觀測Settlementofobservationsite

沉降觀測點設(shè)置Thesettlementobservationsiteshallbelocateonthefoundationfeature,geologicalstatusandstructuralfeatureofthebuilding.Thenthesettlementobservationsiteislocatedat4cornersandeach2spancolumns,thestandardheightofwhichisapproximate0.50m.沉降觀測標(biāo)志點的布置，以能全面反映建筑物地基變形特征和結(jié)構(gòu)地質(zhì)情況及建筑結(jié)構(gòu)特點為原則確定 ,根據(jù)設(shè)計在四角及每兩跨柱上布置一個沉降觀測點，標(biāo)高設(shè)在＋0.50m左右。Thesettlementobservationsitesshallbesetinaccordancewiththefollowingfigure.Themethodistoplacepre-buriedironandjointthefinishedobservationsite.沉降觀測標(biāo)志點按圖紙設(shè)計設(shè)置，采用放置預(yù)埋鐵，焊接成品觀察點的做法。observation 沉降觀測：Aftertheobservationmarkpositionisset,measuringtheinitialvaluestarts.Theinitialvalueoftheheightisthebasisforthefollowingmeasuring.Incaseofinaccuracyorinsufficientprecisionoftheinitialvalue,noremedycouldbedoneandconflictsamongtheobservationappear.Withsuchimportanceoftheinitialobservation,thevalueofinitialobservationshallbeaccurate,andtheobservationshallbetakentwice.Thecheckingfortheaccuracyofcalculationandqualificationofprecisionshallbetakeninareasonabletime.觀測標(biāo)志點設(shè)置完成后即進行觀測點初值測定，每處觀測標(biāo)志點首次觀測的高程值是以后各次觀測用以比較的根據(jù)，如初期精度不夠或存在錯誤，不僅無法彌補，還會造成沉降觀測中的矛盾，所以首次觀測必須精確，要求進行兩次觀測，并及時檢查計算是否正確、精度是否合格。Closuremethodistakeninthecourseofmeasuring.Precisewaterlevelandinvarbararetakenasthemeasuringinstruments.Thelengthofsightlineshallberangingfrom20mmto30mmandtheheightabove0.3m.ThemeasuringprecisionisinaccordancewithClass Ⅱ.Thedifferencebetweentwoobservationsfromthesameobservationsiteshallnotexceed1mmandtheclosureerrorshallnotexceed±0.4nmm,wherenreferstotimesstatedonthewaterlevel.測量采用閉合法，采用精密水準(zhǔn)儀和銦鋼尺，視線長度控制在 20～30m內(nèi)，視線高度不低于0.3m。測量精度按Ⅱ級水準(zhǔn)測量進行，同一觀測點的兩次觀測之差不得大于1mm，閉合誤差不大于±0.4nmm（n為水準(zhǔn)儀安設(shè)的次數(shù)）。Inthecourseofobservation,thesamelevelingstaff,thesameobservers,thesamewaterlevelandthesameobservationmethodshallbemaintainedintheforwardandbacKWardobservation,forthepurposeofconfirmingthereliabilityoftheobservationoutcome.Thedataofeachobservationshallbeanalyzedinareasonabletime.Thedatashallbewrittendowninthesettlementobservationrecordafterproofreading.觀測時，前后視應(yīng)使用同一根水準(zhǔn)尺，同時固定觀測人員、固定水準(zhǔn)儀、固定水準(zhǔn)尺、固定觀測方法，以保證觀測結(jié)果的可靠性。及時分析每次觀測的數(shù)據(jù)，校對無誤后，及時填入沉降觀測記錄表中。Thesecondobservationiscarriedoutafterthecompletionoftheinitiallayer.Sincethesecondobservation,observationshallbetakenafteronelayerisfinished.Atthetimeofcompletionoftheengineering,priortobeingsenttoconstructionunit,anotherobservationshallbetaken.Inthefollowingyears,3or4observationsshallbetakeninthefirstyear,2or3forthesecondyear,1forthethirdyearandthefollowingyearuntilitgetssteady.第二次觀測在首層完成后進行，之后每完成一層測量一次，竣工時再觀測一次后移交建設(shè)單位。以后第一年觀測 3～4次，第二年觀測 2～3次，第三年后每年 1次，直至穩(wěn)定為止。Inthecourseofobservation,asforanyemergencyofabruptincreaseordecreaseofgroundloadaround,largeamountofseeperorlong-timecontinuousrainfall,correspondingobservationsshallbetakeninareasonabletime.在觀測過程中，如有基礎(chǔ)附近地面荷載突然增減、基礎(chǔ)四周大量積水、長時間連續(xù)降雨等情況時，則及時增加觀測次數(shù)。Thecriteriatodeterminewhetherthesettlemententersintoasteadyphaseistherelationcurvebetweensettlementquantityandtime.Inthelast3periodobservations,ifthesettlementofeachperiodisnotmorethantheerrorintwofoldmeasuring,orifthesettlementspeedisnotmorethan0.01～0.04mmperday,thesettlementcouldberegardedasbeinginsteadyphase.沉降是否已進入穩(wěn)定階段，以沉降量與時間關(guān)系曲線判定，若最后三個周期觀測中每周期沉降量不大于2倍測量中誤差，可認為已進入穩(wěn)定階段，或沉降速度不大于0.01～0.04mm/d，可認為已進入穩(wěn)定階段。附件二AppendixTwo測量技術(shù)要求 RequirementforSurveyTechnology一、場區(qū)控制網(wǎng) ControlNetworkonSite1、場區(qū)平面控制網(wǎng) ControlNetworkonSitePlane針對本工程建筑物的結(jié)構(gòu)形狀，布設(shè)矩形建筑方格網(wǎng)作為場區(qū)平面控制網(wǎng)。TakenintoconsiderationofthecharacteristicsofthestructuresofvariousbuildingsoftheProject,akindofsquarenetworkisusedasthenetworktocontroltheSiteplane.2、場區(qū)高程控制網(wǎng) ControlNetworkonSiteElevation高程控制網(wǎng)的建立是根據(jù)業(yè)主提供的場區(qū)水準(zhǔn)基點（至少應(yīng)提供三個），采用ZeissDini10電子水準(zhǔn)儀對所提供的水準(zhǔn)基點按三等水準(zhǔn)精度進行復(fù)測檢查，校測結(jié)果合格后，按照國家三等水準(zhǔn)的要求測設(shè)一條附合水準(zhǔn)路線，聯(lián)測場區(qū)內(nèi)高程控制點，（BM1、BM2、BM3、BM4、BM5、BM6）經(jīng)平差計算后的結(jié)果，作為場區(qū)高程控制點的高程，以此作為保證整個場區(qū)施工高程控制的首要條件。ThedevelopingandestablishingoftheSiteelevationcontrolnetworkisbasedonthebenchmarksprovidedbytheClient(atleast3pointsarerequired).ThenetworkistouseZeissDini10ele.levelsforsurveying/measuringtheoriginaldatumforre-checkingandmeasuringasperprecisionclass3.Upontheconfirmationonre-checkingandmeasuring,anadditionallevelinglinewillbeprovidedinaccordancewiththeclass3ofnationalstandardtoworktogetherwiththeestablishedelevationcontrolpointsonSite （BM1、BM2、BM3、BM4、BM5、BM6）afterbeingcalculated,asthesetelevationoftheelevationcontrolpoints.ThissetelevationisprimaryandbasicforelevationcontrolduringtheexecutionofconstructionoftheProject.3、建筑物軸線控制網(wǎng) AxisControlNetworkofBuildings建筑物軸線控制網(wǎng)是以場區(qū)平面控制網(wǎng)為基準(zhǔn)，結(jié)合現(xiàn)場的施工要求及建筑物本身的形狀，把建筑物的控制軸線布設(shè)十字軸線或矩形控制網(wǎng)，以便于以后施工放樣進行校核。本工程使用TOPCON601電子全站儀采用極坐標(biāo)和直角坐標(biāo)定位的方法，建立本工程建筑物軸線控制網(wǎng)。Basedonhorizontalcontrolnetworkinthefieldandcombinedon-siteconstructionrequirementandtheshapeofbuilding,axiscontrolnetworkofbuildingsisestablishedbyarrangingcontrolaxisascrossaxleorrectanglecontrolnetworksothatitcanbecheckedandmeasuredforfutureconstructionlayoff.ModelTOPCON601electronictotalstationappliedintheprojectwilladoptpolarpositioningmethodandCartesiancoordinatemethodtobuildaxiscontrolnetworkofbuildingsoftheproject.4、建筑物標(biāo)高控制網(wǎng) ControlNetworkonBuildingElevation首先復(fù)核場區(qū)高程控制樁，校核無誤后，使用 DS3水準(zhǔn)儀按國家四等水準(zhǔn)測量將標(biāo)高控制點引測到建筑物，作為建筑物的標(biāo)高基準(zhǔn)點。Firstre-checkingandre-measuringtheelevationstakesonSite.Withconfirmationoftheircorrectness,usingDSlevelaspernationalclass4tointroducetheelevationcontroldatatorelatedbuildingsasbenchmarkforthebuildings.二、結(jié)構(gòu)施工測量 SurveyforStructureConstruction1、基礎(chǔ)施工測量 SurveyforFoundationPit基礎(chǔ)施工階段的軸線投測利用電子經(jīng)緯儀，將電子經(jīng)緯儀架設(shè)基坑邊上的軸線控制樁位上，經(jīng)對中、整平后、后視同一方向樁 (或軸線標(biāo)志點)，以正倒鏡挑直線的方法將所需的軸線投測到施工的平面層施工段上、在同一施工段上投測的縱、橫線各不得少于二條,且要組成閉合圖形，以此作角度、距離的校核。Usingele.theodolitetosurveyandmeasuretheaxesofundergroundcon