1、中EAEPAJbHOE ATEHTCTBOnO TEXH4ECKOMY PEryPOBAHIO METPOOHALOHAbHbFOCT PCTAHAAPT57067-POCCMMCKO中EAEPAL2016CCTEMA BHEWHETO APMPOBAHA3 OMEPHbIX KOMNO3TOBMeTo onpegeneHnMecnoHo npo4HocT Ha cABnrM3AaHne onunanbHoeMocKBaCTaHAapTHoPM2016FOCT P 57067-2016npeAncnoBne1 NOATOTOBNEH O6ecTBom c orpaHn4eHHO OTBeTCT
2、BeHHOCTbo LeHtp nccneAoBaHn n pa3pa-60TOK HHOBann 6yAyero CoBMeCTHO C OTKpbITbIM aKLMOHepHbIM O6LeCTBoM HNO CTeKnonnacTKnpn y4actun O6beAnHeHna opnAn4ecknx nny Cono3 npon3B0gnTene KoMNO3TOB ABTOHOMHO HeKOM-MepyecKon opraHn3a LeHTp HOpMpoBaHA,cTaHAapTn3au n KnaccOKaL KOMnO3TOB Ha OCHO-Be coocTBeHHoro
3、 nepeBoga Ha pyccknn 3biK aHrno3bI4Ho Bepcn cTaHgapTa,yKa3aHHoro B nyHKTe 42 BHECEH TexHn4eCKnM KOMnTeToM no cTaHAaprn3aynn TK 497 KoMnO3nTbI,KOHCTpyKunn n n3ge-3HX3 YTBEPKAEH U BBEAEH B AENCTBME NpuKa3oM 中eAepanbHoro areHTCTBa no TexHM4ecKoMy pe-rynupoBaHo n MeTponornn oT 13 ceHTA6pA 2016 r.N 1120-
4、cT4 HacTo cTaHAapT BngeTcA moAnnunpoBaHHbIM no oTHoweHIo K cTaHAapty ACTM A7616/A7616 M-11 CTaHAapTHb MeToA onpegeneHn xapakTepnctnK Kaxy山eca cABnroBo npo4HocTn ckne-eHHbIX BHaxnecT noNnMePHbIX KOMNO3TOB,n3OTOBNeHHbIX MeToAoM pyyHo BbiknagKn,Cnonb3yeMbix Anynpo4HeHuA cTponTebHbIX KoHcTpyKyi(ASTM D76
5、16/D7616 M-11 Standard test method for determiningapparent overlap splice shear strength properties of wet lay-up fiber-reinforced polymer matrix compsitesused for strengthening civil structures,MOD)nyTem n3MeHeHnA ero cTpyKTypbi An npuBegeHA B cooTBeT-cTBne c npaBnnaMn,ycTaHoBneHHbiMn B OCT P 1.5(n
6、ogpa3gen 3.1),cogepxaHA oTAeNbHbiX cTpykTypHbiX3neMeHToB,KoTopble BbigeneHbi BepTKanbHo nnHen,pacnonoeHHo Ha nonx HanpoTB cooTBeTCTBy-loero tekcta,a Takke HeBknko4eHna oTgenbHbix cTpyKTypHbix aneMeHToB,ccbinok/unn gononHTenbHbIX3neMeHTOB.onoxeHng,pa3genbi nyHKTbi npnMeHeHHoro cTaHAapTa ACTM,He BKnio
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9、u e Poccuucko Dedepayuu.MHpopMayu 06 u3MeHeHuAx K HacmoweMy cmaHdap-my ny6nukyemc e exe2odHom(no cocmoRHuio Ha 1 Heap mekye2o 2oda)uHpopMauOHHOM yKa3a-mene HauoHanbHble cmaHdapmbi,a opuyuanbHbIu meKcm u3MeHeHuu u nonpaeok-e exeMeCRHHOMuHpopMauOHHOM yka3amene HauuoHanbHbIe cmaH0apmbI.B cnyuae nepecMo
10、mpa(3aMeHLi)unu om-MeHbI Hacmogwe2o cmaHdapma coomeemcmeyiouee yeedoMneHue 6ydem ony6nukoeaHo e 6nuxxaiueMebinycke exeMec4Ho20 uHpopMayuoHHo20 yka3amen HayuoHanbHble cmaHdapmbI.Coomeemcmeyio-wa uHpopMauu,yeeooMneHue u mekcmbi pa3Meuwaiomc makke e uHpopMayuoHHou cucmeMe o6ue2ononb3o6aHuA-Ha ouquanbHo
11、M cauime 中edepanLHo20 op2aHa ucnonHumenLHo enacmu s cpepe cmaH-dapmu3aquu e cemu HmepHem(www.gost.ru)CTaHAapTnHopM,2016HacTo cTaHAapt He MOeT ObITL nONHOCTbo nn yacT4HO BOcpon3BegeH,TpaxpoBaH n pac-npocTpaHeH B Ka4ecTBe onunanbHoro 3aHn be3 pa3peweHn egepanbHoro areHTcTBa no TexHecKoMyperynnpoBaHo n
12、 MeTponornn0CTP57067-2016ConepxkaHne1O6 nacTb npnMeHeHns9.,2H0 pMaTNBHble CCbInKM.,.,.,.,.,13 TepMMHbl MonpeaeneHMa.24Cyu4 HOCTb MeT0A阳.2506opyAoBamme.26 nogroroBka k.27npoBegeHme mcnblraHMM.38O6pa6 OTKa pes3 ynbraT0B.49nporokon mcnblTaHmm.5npnnoxeHne A(cnpaBouHoe)npnMepbl pa3pyweHnn coeAnHeHn BHaxn
13、ecT.6npmnoxeHMe B(cnpaBouHoe)npyMepbl pa3pyweHM BHe coeAHeHM BHaxnecT.7npnnoxeHne A(cnpaBouHoe)OpnrnHanbHbIM TeKCT HeBKnoueHHbIX CTpyKTypHbIx aneMeHTOB.8npnnoxeHne(cnpaBOYHoe)OpnrMHanbHbin TeKCT MoAnOnuMpoBaHHbIX CTpyKTypHbIx 3neMeHTOB.10npnnoxeHne AB(cnpaBouHoe)ConocTaBneHne CTpyKTypbl HacToawero C
14、TaHnapTaco cTpyKTypon npnMeHeHHoro B HeM CTaHAapTa ACTM.17npnnoxkeHne(cnpaBoYHoe)CBeneHNa O COOTBeTCTBNN CCbinoyHbIX HauMoHanbHbIXW MekrocyapcTBeHHbIX CTaHnapToB CTaHnapTaM,wcnonb30BaHHbIMB KayecTBe ccbinoyHbIx B npnMeHeHHOM CTaHnapTe ACTM.18川OCTP 57067-2016HAUMOHANbHbI CTAHAAPT POCCCKO EAEPAUCCTEMA
15、 BHEWHETO APMPOBAHA3 nOMEPHbIX KOMNO3TOBMeTo onpegeneHnA MexcnoHo npo4HocT Ha cABurPolymer composites system for external reinforcement.Test method for determininginterlayer shear strengthAaTa BBeAeH-2017-03-011 06nacTb npMeHeHAHacTou cTaHgapt ycTaHaBnnBae MeTog onpegeneHnA npoHOcT Ha cABr coeAnHeHA
16、 BHaxnecTnONnMePHbIX KOMN03TOB,3roTOBneHHbIX KOHTaKTHbIM 中OPMOBaHneM,apMPOBaHHbIX HeNpepbIBHbIM BO-noKHaMn n TanenbHbIMM BonoKHaMn,cTpyKTypa KoTopbix CMMeTpM4Ha OTHOCnTenbHO uX cpeAHHOMnnocKocT,n BnHoXcA cocTaBHo 4actb CCTeMbi BHeHero apMnpoBaHn,npnMeHgemon gng ycune-HA BOCCTaHBneH pa3n4HbIX CTpoTen
17、bHbIX KOHCTpyKu.pn Mea H ne-CM.A.1(npnoxeHe A).2 HopMaTMBHble ccbInKnB HacToAuem cTaHAapTe ncnonb3oBaHbI HOpMaTBHble ccbinkn Ha cneAyiowne cTaHAapTbl:OCT 14359-69 nacmMaccbi.Memoobi MexaHu4eckux uchbimaHu.O6ue mpe6oeaHuOCT 32794-2014 KoMno3umbi nonuMepHble.TepMuHbi u onpedeneHuOCT 33346-2015(ISO 126
18、8-2:2001)KoMno3umbi nonuMepHbie.pou3eocmeo nnacmuH KOHmakm-HbIM OpMo6aHuem u HanbineHuem n9 u320mo6neHu o6pa3uoe on ucnbimaHuuOCT P 56762-2015 Komno3umbi nonuMepHbie.Memod onpedeneHus enazono2noweHu u paeHo-BeCHO20 cocmoAHuOCT P 56785-2015 KoMno3umbi nonuMepHbie.Memod ucnbimaHuR Ha pacmaeHue nnockux
19、 o6-pa3yoeOCT P 56813-2015 KoMno3umbI nonuMepHble.Pykoeodcmeo no u32omoeneHuio nnacmuH Ona uc-nbimaHu u MexaHueckou o6pa6omkeOCT P 00001201 CucmeMa eHeuwHe2o apMupo6aHu u3 nonuMepHbIX KoMno3umoe.Memod onpe-deneHu xapakmepucmuk npo4Hocmu npu pacmeHuupu Me4aHe-p nonb3oBaHnn HacTOAM cTaHAapTom yenecoo6
20、pa3Ho npoBeptb AecTBne ccbino4-HbiX cTaHAapToB B HpopMaynoHHoi cucTeme o6uwero nonb3oBaHA Ha opnManbHoM cavite DeAepanLHoro areHT-cTBa no TexHM4eckoMy perynpoBaHnHo n MeTponorn B ceT VHTepHeT nn no exerogHoMy nHOopMaLNOHHOMy yKa3a-Tento HaynoHanbHble cTaHgapTbi,KoTopbi onyonnKoBaH no cocToAHno Ha 1
21、HBapg tekywero roga,u no BbinycKaMexeMec4Horo HpopMaynoHHoro yxa3aTeng HayMoHanbHble cTaHgapTbi 3a Teky山n rog.Ecnn 3aMeHeH ccbIno4HbicTaHAapt,Ha KoTopbin AaHa HeAaTupoBaHHa ccbinKa,To peKoMeHAyeTcA cnonL3OBaTL AeMcTByowlyo BepcO 3TorocTaHgapTa c y4eToM BceX BHeceHHbIX B AaHHyo Bepco 3MeHeH.Ecnn 3aMe
22、HeH ccbIno4HbIN cTaHAapT,Ha KoTopbinAaHa AatpoBaHHa ccbinka,To peoMeHAyeTcA ncnonb3oBaTb BepciO 3Toro cTaHAapTa c yKa3aHHbIM BbIWe roAoM yT-BepxgeHn(npHAT).Ecnn nocne yTBepxgeHn Hactogero ctaHAapta B ccbinouHbn cTaHAapt,ha KoTopbin gahaAatpoBaHHaA ccbinKa,BHeceHo n3MeHeHne,3aTparnBaowee nonokeHMe,Ha
23、 KoTopoe paHa ccbinka,To 3To nonokeHeM3AaHne odpnunanbHoe1FOCTP 57067-2016peKoMeHAyeTc npMeHATb 6e3 yueTa AaHHoro 3MeHeHMA.Ecnn ccbInoHbiM cTaHAapt OTMeHeH 6e3 3aMeHbI,To noNo-eHe,B KoTopoM AaHa ccbinKa Ha Hero,peKoMeHAyeTc npMeHATb B acT,He 3aTparnBaoen 3Ty ccbinky.3 TepMHbi n onpeeneHB HacTOAeM cT
24、aHAapTe npnMeHeHbI TepMHbI no FOCT 32794.p Me4a Hne-CM.A.2(npnoeHe A).4 Cyu,HOCTb MeToAaCyLL(HOCTb MeToga 3aknio4aeTcA B KpaTKoBpeMeHHOM NCnbITaHn o6pa3yoB Ha pacTgkeHMe c nocToAH-HOM CKOpOCTb AeopMpoBaH,np KOTopoM onpeAenoT:-Kayyoc npoHOCTb Ha cABr coeAHeHnA BHaxnecT;-xapakTep pa3pyweH.p Me a H e-C
25、M.A.3(npnoeHe A).5 06opyAoBaHneO6opyAoBaHne-no OCT P 56785(pa3gen 5).6 ogroToBKa k npoBeAeHno cnbiTaHn6.1 ogroToBKa o6pa3oB6.1.1 Ang onpegeneHnA npo4HOCtn ha cABur coeAnHeHnA BHaxnect ncnbiTbiBaloT He MeHee ngtn o6-pa3LoB,ecn nHoe He ycTaHoBneHO B HOpMaTnBHbIx goKyMeHTax nn TexHn4eckon goKyMeHTaunn
26、Ha n3Aenne.6.1.2 An ucnbiTaH ncnonb3yioT o6pa3ubi B Bnge AByx coeAHeHHbix BHaxnect nonoc n3 nonnMepHo-ro KoMno3Ta(ganee-naMHaT)npaMoyronbHoro ceeH c 3akpenneHHbIM HaKnaKaM.opMa o6pa3uoB npuBeAeHa Ha pucyHke 1.212创38264L26438L1-agre3noHhbi(kne)cnon(npu Heo6xognMoct);2-HaknagKn;h,-tonunHa HnxHero naMn
27、Hata;h2-TonuMHa BepxHero namHaTa;h-TonuMHa coeAHeHNA BHaxnect;L-AnnHa coeAMHeHA BHaxnect;L-AnuHa o6pa3uaPucyHOK 16.1.3 Pa3mepbi o6pa3yoB gonxHbi cOoTBeTCTBOBatb Tpe6oBaHnAM,npnBegeHHbIM B 6.1.4 B Ta6nnye 1,ecn nHoe He ycTaHoBneHO B HOpMaTnBHbIX gOKyMeHTax nnn TexHnecKon goKyMeHTaynn Ha n3genne.Ta6nnya 1B MnnMeTpaxAnHa coeAnHeHA BHaxnecT LAnnHa o6pa3ua L2523050260762801003051503602004102