建筑工程英標(biāo)規(guī)范(鋼筋)中英文

SECTION1:REFORCEMENT第一章：鋼筋PART1 GENERAL第一節(jié)總則1.1 SCOPEOFWORK工作范圍 Materialsandlaboursrequiredforthecompleteinstallationoftheworkofthissection,includingfurnishingandplacingofreinforcingsteelandrelatedpositioning. 完成安裝本部分工程所需的材料和勞動(dòng)力，包括供應(yīng)和設(shè)置鋼筋和有關(guān)的定位。1.2 STANDARDS標(biāo)準(zhǔn) Exceptasotherwisespecifiedherein,performworkinaccordancewithspecifications,codes,andstandardscitedtherein,andlatestapplicableaddendaandsupplements.Copiesoftheseitemsshallbekeptavailableinshopandfield. 除非另有規(guī)定，依據(jù)以下引用的規(guī)范，標(biāo)準(zhǔn)和最新的附錄和補(bǔ)充施工。在車間和現(xiàn)場(chǎng)應(yīng)備有這些文件的復(fù)印件。 BS4449 Hotrolledsteelbarsforthereinforcementofconcrete.用于混凝土的熱軋鋼筋 BS8110 TheStructuralUseofConcrete-Part1DesignandConstruction.混凝土的結(jié)構(gòu)用途-第一節(jié)設(shè)計(jì)和施工 BS4483 Steelfabricforthereinforcementofconcrete.混凝土加筋鋼絲 BS4466 Bendingdimensionsandschedulingofbarsforthereinforcement ofconcrete.混凝土鋼筋彎曲尺寸和加工表 UKStructuralDesignStandardsspecifiedhereincanbesubstitutedbyotherStructuralDesignStandards:SelectedNationalandInternationalTitleandSources,providedthatrequestforsubstitutionismadeandreviewedbyEngineer'sRepresentativebeforeuseinproject. 假如在運(yùn)用前提出申請(qǐng)?zhí)鎿Q，并經(jīng)監(jiān)理代表批準(zhǔn)，可以運(yùn)用相應(yīng)結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)：選擇的國(guó)家和國(guó)際名稱和來源，來替換這里規(guī)定的英國(guó)結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)。 Anymaterialoroperationspecifiedbyreferencetopublishedspecificationsofmanufacturerorpublishedstandardshallcomplywithsaidspecificationorstandard.Incaseofconflictbetweenreferencedspecifications,moststringentrequirementshallgovern;andincaseofdispute,theEngineer’sdecisionshallbefinal.IncaseofconflictbetweenreferencedspecificationsandProjectSpecifications,ProjectSpecificationsshallgovern. 任何通過參考出版的制造商規(guī)范或標(biāo)準(zhǔn)規(guī)定的材料或?qū)嵤?yīng)符合上述規(guī)范或標(biāo)準(zhǔn)。當(dāng)參考規(guī)范存在分歧時(shí)，應(yīng)運(yùn)用最嚴(yán)格的要求；假如有分歧，監(jiān)理的確定將是最終的。假如參考的標(biāo)準(zhǔn)和項(xiàng)目規(guī)范發(fā)生分歧，應(yīng)以項(xiàng)目規(guī)范為準(zhǔn)。1.3 SUBMITTALS&TESTING提交和試驗(yàn) TheContractorshallsubmitmanufacturer'sspecificationsandinstallationinstructionsforeachitemofproprietarymaterialused,andshallconfirmhisintentiontocomplywithsuchrequirements. 承包商應(yīng)提交所用的每項(xiàng)專用材料的制造商規(guī)范和安裝說明，并應(yīng)確認(rèn)承包商遵守此要求的意圖。 SubmittoEngineer’sdetailedReinforcementShopDrawingsincludingcuttinglists,barbendingscheduleanderectiondrawings.向監(jiān)理工程師提交具體的鋼筋加工圖，包括切割表、鋼筋彎曲表和安裝圖。 SubmittoEngineerspriortodeliveryofreinforcingsteelcertifiedmilltestreportsofreinforcingsteel(includingnamesandlocationsofmillsandshops,andanalysesofchemicalandphysicalproperties),properlycorrelatedtobeusedinthisproject. 在鋼筋進(jìn)場(chǎng)前向監(jiān)理工程師提交鋼筋的工廠鑒定試驗(yàn)報(bào)告（包括工廠和車間的名稱和地址，化學(xué)和物理性能分析），該報(bào)告應(yīng)與項(xiàng)目運(yùn)用精密關(guān)聯(lián)。 TestswillberequiredbytheEngineer'sRepresentativeonsteelreinforcementandtheyshallbecarriedoutinstrictaccordancewiththeprovisionsoftheBritishStandardsinClause03900/1/1.02. 監(jiān)理工程師代表可以要求對(duì)鋼筋進(jìn)行試驗(yàn)，試驗(yàn)應(yīng)依據(jù)英國(guó)標(biāo)準(zhǔn)第03900/1/1.02條的規(guī)定嚴(yán)格執(zhí)行。 Tensiletestsprovidinginformationonelasticlimit,ultimatestrength,andstress-straincurvewillberequiredfromeachdeliveryofreinforcementandmeasurementswillalsoberequiredofcross-sectionalarea,weightperunitlength,deformationandbend/re-bendcharacteristicsofdeformedbars.Chemicalcompositionanalysisshallbeperformedforeachbarsize.要求對(duì)每次進(jìn)場(chǎng)的鋼筋進(jìn)行張拉試驗(yàn)，供應(yīng)有關(guān)彈性范圍、極限強(qiáng)度和應(yīng)力-應(yīng)變曲線。同時(shí)，須要對(duì)變形鋼筋的截面積、單位長(zhǎng)度的重量、變形和彎曲/再?gòu)澢卣鬟M(jìn)行量測(cè)。對(duì)每種鋼筋尺寸應(yīng)進(jìn)行化學(xué)成分分析。 TheContractorshallallowforthefollowingtestingprocedure:承包商應(yīng)考慮以下試驗(yàn)程序 a) 15testspecimensperunitofdeliveryofeachbardiametertodeterminethefollowing:-對(duì)于每種尺寸的鋼筋每次進(jìn)場(chǎng)取15個(gè)試驗(yàn)樣品，以確定以下內(nèi)容 - Tensilestrength抗拉強(qiáng)度 - Yieldpoint屈服點(diǎn) - Elongationafterfracture斷裂時(shí)的延長(zhǎng)率 b) 15testspecimensperunitofdeliveryofeachbardiametertodeterminethefollowing:對(duì)于每種尺寸的鋼筋每次進(jìn)場(chǎng)取15個(gè)試驗(yàn)樣品，以確定以下內(nèi)容 -Behaviourintherebendtest反彎試驗(yàn)特性 - Deviationsfromthenominalcross–section名義截面的偏差 - Bondtest.粘結(jié)力試驗(yàn)2testspecimensperunitofdeliveryofeachbardiameterforchemicalcompositioninaccordancewiththerequirementsofBS:4449（E）. 對(duì)于每種尺寸的鋼筋每次進(jìn)場(chǎng)取2個(gè)試驗(yàn)樣品，依據(jù)BS4449的要求進(jìn)行化學(xué)成分分析。Thedeliveriestobesubdividedintotestunitswithamaximummassof100tonseachorofproductsofthesamenominaldiameterfromthesamecastasdirectedbytheEngineer.依據(jù)監(jiān)理工程師的指示將進(jìn)場(chǎng)的鋼筋細(xì)分為最大質(zhì)量為100噸的試驗(yàn)單位或者細(xì)分成同一鑄件的同始終徑的產(chǎn)品。 OnesetoftestresultsforeachbarsizeshallbesubmittedtotheEngineer'sRepresentative.RemainingtestswillbecarriedoutatthediscretionoftheEngineer’sRepresentative.在混凝土工程現(xiàn)場(chǎng)開工前，向監(jiān)理工程師代表提交每種鋼筋尺寸的一套試驗(yàn)結(jié)果。 Whereanytestresultsdonotconfirmtothevalueslaiddownintheabovestandards,thedefectivematerialsshallberemovedfromthesite.當(dāng)試驗(yàn)結(jié)果不符合上述標(biāo)準(zhǔn)中規(guī)定的數(shù)值時(shí)，有缺陷的材料應(yīng)從現(xiàn)場(chǎng)清除。 SubmittoEngineer,manufacturer'sand/orsupplier'sand/orinstaller'saffidavitstatingthatmaterialorproductprovidedcomplieswithContractDocuments.應(yīng)向監(jiān)理工程師提交制造商和/或供應(yīng)商和/或安裝商的宣誓書。該宣誓書應(yīng)說明供應(yīng)的材料或產(chǎn)品符合合同文件。PART2 PRODUCTS其次節(jié)產(chǎn)品2.1 MATERIAL材料 Highyieldsteelreinforcingbarsusedfortheworkshallhaveaminimumyieldstressof460N/mm2(HotRolled)complyingtoBS4449.用于工程的高屈服鋼筋依據(jù)BS4449應(yīng)具有最小屈服應(yīng)力460N/mm2（熱軋）。 Mildsteelreinforcementshallbeofplainroundbarswithminimumyieldstressof250N/mm2.低炭鋼筋應(yīng)當(dāng)是光圓鋼筋，其最小屈服應(yīng)力為250N/mm2. WeldedWireFabricshallconformtoBS4483.焊接鋼絲應(yīng)符合BS4483.Cold-workedsteelbarsshallnotbeusedasliftinghooks.吊鉤鋼筋不得運(yùn)用冷加工鋼筋材料。 Couplersofreinforcementaretobeofthelappingtype,andusedonallbarsonmemberswhereshownonthedrawings.鋼筋連接采納搭接式；應(yīng)依據(jù)圖紙所示對(duì)構(gòu)件的全部鋼筋運(yùn)用搭接連接。 Flashweldcanbeusedintheconnectionworks,andshallfollowBS4449.鋼筋連接可采納閃光焊，并要符合規(guī)范4449中的相關(guān)規(guī)定。2.2 FABRICATION鋼筋加工2.2.1 General:Fabricatereinforcingbarstoconformtorequiredshapesanddimensions,withfabricationtolerancescomplyingwithBS4466.I總則：依據(jù)所需形態(tài)和尺寸加工鋼筋，加工公差符合BS4466。2.2.2 Handling:Bending,placing,spacingandsplicingofsteelshallcomplyinallcaseswiththerequirementsofBS4466.處理：鋼筋的彎曲、設(shè)置、間距和搭接應(yīng)符合BS4466的要求。2.2.3 UnacceptableMaterials:ReinforcementwithanyofthefollowingdefectswillnotbepermittedintheWork:不行接受的材料：假如鋼筋有以下一種狀況，它就不能用于工程。 a) Barlengths,depths,andbendsexceedingspecifiedfabricationtolerances.鋼筋長(zhǎng)度、厚度和彎曲超過規(guī)定的加工公差。 b) BendsorkinksnotrequiredbytheWork.工程不須要的彎曲或紐結(jié) c) Barswithreducedcross-sectionduetoexcessiverestingorothercause.鋼筋由于過度不用或其他緣由導(dǎo)致截面變小。PART3 EXECUTION第三節(jié)實(shí)施3.1 VERIFICATIONOFCONDITIONS核實(shí)條件 ExamineworkpreparedbyothertradestoreceiveworkofthissectionandreportanydefectsaffectinginstallationtotheContractorforcorrection.Commencementofworkwillbeconstruedascompleteacceptanceofpreparatoryworkbyothers. 檢查其他行業(yè)打算的工作，接受本部分的工作，并將影響安裝的全部缺陷向承包商匯報(bào)以便改正。工程開工可理解為完全接受他人所做的打算工作。3.2 PLACINGOFREINFORCEMENT鋼筋的安裝 TheContractorshallsupplyandincorporateintheworkallsuchsteelreinforcementincludingtiewire,supportandspacerbars,alltothesatisfactionoftheEngineer'sRepresentative.承包商應(yīng)完全依據(jù)監(jiān)理工程師代表的要求供應(yīng)和在工程中采納全部的鋼筋，包括連接鐵絲、支撐鋼筋和定位鋼筋等等。 TheContractormaysubstitutealternativebarsizesbundledasnecessarythanthoseshownonthedrawings.TheContractortoprovidecalculationsshowingthesubstitutedbardiametersmeetallrequirementsofarea,bond,ofBS8110totheEngineer'sRepresentativeforhisapproval.承包商可以運(yùn)用可選擇性鋼筋尺寸來替換圖紙上顯示的鋼筋尺寸。承包商應(yīng)向監(jiān)理工程師代表供應(yīng)表明代替的鋼筋尺寸符合BS8110的面積和粘結(jié)要求的計(jì)算書供其批準(zhǔn)。 Reinforcementshallbecontinuousthroughconstructionjointsunlessotherwiseindicatedondrawings.除非圖紙上另有規(guī)定，鋼筋穿過施工縫處應(yīng)是連續(xù)的.Splicesshallbesetupinsuchlocationwherethestressislowandthenumberofsplicesshallnotmorethantwoinonelongitudinalreinforcement.鋼筋的接頭宜設(shè)在受力較弱處，同一縱向受力鋼筋不宜設(shè)置兩個(gè)或兩個(gè)以上接頭。Splicesofadjacentbarsshallbestaggeredwitheachotherinthesamestructuralmembers,andshallsatisfywiththeleastratiooflapping,同一構(gòu)件中相鄰縱向受力鋼筋的接頭宜相互錯(cuò)開，且要滿意接頭百分率要求。 Thesplicelengthsofallreinforcingbarswhichhavetobesplicedshall,unlessotherwiseshownonthedrawings,beinconformitywiththefollowing:除非圖紙上另有規(guī)定，全部鋼筋的搭接長(zhǎng)度應(yīng)符合以下： Plainroundbars光圓鋼筋 60xBarDiaMinimum最小60倍鋼筋直徑 Deformedbars變形鋼筋 50xBarDiaMinimum最小50倍鋼筋直徑 Fabric鋼絲 (300mmminimum,butoverlapmeasuredbetweenoutermostwiresofeachsheetnolessthanpitchofsecondary).最小300毫米，） Splicedbarsaretobesecurelytiedtogether.搭接鋼筋應(yīng)堅(jiān)固地連接在一起。 SplicestobestaggeredtotheapprovaloftheEngineer'sRepresentative,andthefabricistobesecurelytiedlayertolayer.鋼筋搭接錯(cuò)開應(yīng)得到監(jiān)理工程師代表的批準(zhǔn)。鋼絲應(yīng)分層堅(jiān)固地連接在一起。 Allsteel,beforebeingplacedinposition,shallbethoroughlycleanedoflooserust,scaleandanyothercoatingthatwilldestroyorreducebond.在安裝到位全部鋼筋之前，應(yīng)徹底清除毀壞或降低黏結(jié)的松散的銹蝕、水垢和其他涂層。 Allreinforcementshallbeplacedaccuratelyinapositionandsecurelyfastenedinplacetopreventdisplacementduringtheplacingoftheconcrete.全部鋼筋應(yīng)正確安裝到位，并堅(jiān)固地固定以防止在澆筑混凝土過程中移動(dòng)。 Beforeconcreteiscast,checkallreinforcementafteritisplacedtoensurethatreinforcementconformstoContractDocumentsandapprovedshopdrawings.在澆筑混凝土之前，檢查全部安裝的鋼筋，確保鋼筋符合合同文件和批準(zhǔn)的加工圖。 Unlessshownonthedrawingsconcretecovertoallreinforcementshallbe