DSTU B EN 13373_2007_ Metody ispytaniyachesk.docx

8/18/2019 DSTU B EN 13373_2007_ Metody ispytaniyachesk.docx

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НАЦІОНАЛЬНИЙ СТАНДАРТ УКРАЇНИБУДІВЕЛЬНІ МАТЕРІАЛИ

Методи випробування природного камен!Ви"на#ення геометри#ни$ $арактери%тик вироб&в

'() *++,+-.//+0 1234 Natural stone test methods- eterm!nat!on

o" #eometr!$ $hara$ter!st!$s on un!ts

Д5ТУ Б () *++,+-.//,6и7в

М&н&%тер%тво рег&она89ного ро"виткута буд&вни:тва Укра7ни

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[ qeasurement o" net d!mens!ons o" rou#h lo$s[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[_ Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [[ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[[[[[ qeasurement o" the d!mens!ons o" rou#h slas[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ j[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ j[_ qeasurement o" the #rossd!mens!ons o" rou#h slas[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ j[_[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ j[_[_ Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ j[_[ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[[[[[ j[ qeasurement o" the netd!mens!ons o" rou#h slas[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ k

[[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ k[[_ Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ k[[ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[[[[[ k[[ qeasurement o" the th!$ness o" arou#h sla[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ k[[j ier!"!$at!on o" the "latness o" arou#h sla[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ `j qeasurement o" the d!mens!ons and per!"!$at!on o" other #eometr!$ $hara$ter!st!$s o" "!n!shed rodu$ts `j[% eneral[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ `j[_ qeasurement o" the d!mens!ons o" "!n!shed rodu$ts `j[_[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ `

j[_[_ О28,4=,==/ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ cj[_[ H*)743*, E95.*gE,==/ [[[[[[[[[[[[[[[[[[[[[[[[ cj[ &95.*gE,==/ 6)EJ9=9 671@63*=)B+)E7*


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j[[%[ H*)743*, E95.*gE,==/ [[[[[[[[[[[[[[[[[[[[[[ %%j[[_ H7*7E.*1, +8,@1)@6. =7*.E=)B+)E7*


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j[j[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %j[j[_ Sn#ular measurement [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %j[j[_[% Saratus [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %j[j[_[_ ro$edure o" measurement [[[[[[[[[[[[[[[[[[[[ %j[j[ qeasurement !n er$enta#e [[[[[[[[[[[[[[[[[[[ %jj[j[[% Saratus [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %jj[j[[_ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[[[ %jj[k ier!"!$at!on o" the sxuareness o" ed#es %`j[k[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %`j[k[_ Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %`j[k[ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[[[ %`j[k[[% qeasurement us!n# a set sxuare[[[[[[[[[[[[[[ %`j[k[[_ qeasurement us!n# a re"eren$esur"a$e and a set-sxuare [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %cj[k[[ fwress!on o" the results[[[[[[[[[[[[[[[[[[[[[[[[[ %c

j[` ier!"!$at!on o" the #eometr!$al $hara$ter!st!$s o" "!w!n# holes o" slas "or $ladd!n#s %vj[`[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %vj[`[_ eth o" the hole[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %v

j[`[_[% О28,4=,==/[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ %vj[`[_[_ H*)743*, E95.*gE,==/[[[[[[[[[[[[[[[[[[ %vj[`[ H)8)O7==/ )6E)*3[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[% О28,4=,==/[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[_ H*)743*, E95.*gE,==/[[[[[[[[[[[[[[[[[[ _j[`[ Д.,576* )6E)*3[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[% О28,4=,==/ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[_ H*)743*, E95.*gE,==/[[[[[[[[[[[[[[[[[[[ _%j[`[j Н,


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j[`[[% Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[_ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[ _j[`[ !ameter o" the hole[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[% Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _j[`[[_ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[ _%j[`[j Tn$l!nat!on o" the hole[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _%j[`[j[% Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _%j[`[j[_ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[ _%j[c ier!"!$at!on o" the shae o" non-re$tan#ular and $urped un!ts __j[c[% eneral [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ __j[c[_ Saratus[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ __j[c[ ro$edure o" measurement[[[[[[[[[[[[[[[[[[[[[ _k est reort[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ _

В%тупЦ7? 4)1357=6 P@6,=4,*6 fN %`(_U +.4M)6)E87=) Т7=95 1)5.676)5 yfNzy _kGH*9*)4=9? 1,5.=FG; @71*76,*75 /1)M) L І6,8.?@F1, )*M,=.A,./ A. @6,=4,*69A,.B[ЦF)53 {E*)+7?@F1)53 @6,=4,*63 =,4,L6F@/ @6,63@ =,.)=,8F=)M) @6,=4,*63 8/=)M) 671@63 ,2) @,6F; E6*,>,g6F >9==.@6F =7 +.A=.7 O)E6=/ _ *)13[H*)716 F)M) @6,=4,*63 E,@69=(fN %v_j ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ 1)7K..L=6, 1,+.8/*=)M)

E)4)+)M89=,==/fN %v_k ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ 5.=)@6. +*9 @69@13fN %vk ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ K,169>=)B ? )2|L5=)BJ.8F=)@6.; A,M,8F=)B 6, =,/E=)B +)*9@6)@6.fN %_` ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ )+)*3 1*9@6,8.A,.B @)8.fN %_`% ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ 5)*)A)@6.?1)@6.fN %_`_ ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ M*,=9. 5.=)@6. +*9 AM9=.+.4 1)=7=6*)E,=)g E,M)gfN %_` ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ H76*)M*,K.>=9? ,=,8.AfN %%k% ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ M*,=9. 5.=)@6. +*9 AM9=.

+.4 +)@6.?=95 5)57=6)5

D?EBF?EGh!s do$ument PfN %`(_U has een reared } e$hn!$al yomm!ttee yfNzy _k GNaturalstonesG; the se$retar!at o" h!$h !s held } QNT[h!s furoean Rtandard shall e #!pen the status o" a nat!onal standard; e!ther } ul!$at!on o" an!dent!$al tewt or } endorsement; at the latest } ~$toer _; and $on"l!$t!n# nat!onal standardsshall e !thdran at the latest } ~$toer _[


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h!s dra"t standard !s one o" the ser!es o" dra"t standards "or tests on natural stone[est methods "or natural stone $ons!st o" the "ollo!n# arts(fN %v_j; Natural stone test methods- eterm!nat!on o" ater asort!on $oe""!$!ent } $a!llar!t}[fN %v_k; Natural stone test methods- eterm!nat!on o" $omress!pe stren#th[fN %vk; Natural stone test methods- eterm!nat!on o" real dens!t} and aarent dens!t} and o"total and oen oros!t}[

fN %_`; Natural stone test methods- eterm!nat!on o" res!stan$e to salt $r}stall!sat!on[fN %_`%; Natural stone test methods- eterm!nat!on o" "rost res!stan$e[fN %_`_; Natural stone test methods- eterm!nat!on o" "lewural stren#th under $on$entrated load[fN %_`; Natural stone test methods- etro#rah!$ ewam!nat!on[fN %%k%; Natural stone test methods- eterm!nat!on o" "lewural stren#th under $onstant moment[

fN %k ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ *3?=.E=)M) =,E,=6,O7==/ E5)=6,O=9< )6E)*,<

fN %`jj ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ E)4)+)M89=,==/ +*9,65)@K7*=)53 69@13fN %v%v ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ )+)*3 @6,*.==g >7*7A E+89ER_ A, =,/E=)@6. E)8)M)@6.fN %kk ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/ )+)*3 @6,*.==g >7*7A67+8)E9? 34,*H)+7*74=.? @6,=4,*6 rfN %%k ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/49=,5.>=)M) 5)438/ +*3O=)@6. PA, 4)+)5)M)g E95.*gE,==/ )@=)E=)B >,@6)69 *7A)=,=@3UH)+7*74=.? @6,=4,*6 rfN %%` ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/)+)*3 @6,*.==g >7*7A @)8F)E9? 635,=H)+7*74=.? @6,=4,*6 rfN %%j` ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/@6.?1)@6. 4) @69*,==/H)+7*74=.? @6,=4,*6 rfN %%jc ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/@989 *)A*9E3H)+7*74=.? @6,=4,*6 rfN %_j ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/6E7*4)@6. A, К=3+)5H)+7*74=.? @6,=4,*6 rfN %_% ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/)+)*3 1)EA,==g A E91)*9@6,==/5 5,/6=91)E)M) 4)@8.4=)M) +*98,43H)+7*74=.? @6,=4,*6 rfN %j`v ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/E941)@6. +)9*7==/ AE313H)+7*74=.? @6,=4,*6 rfN %jc ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/

@6,69>=)M) 5)438/ +*3O=)@6.

fN %k; Natural stone test methods-eterm!nat!on o" the rea!n# load at doel hole[fN %`jj; Natural stone test methods-eterm!nat!on o" ater asort!on at atmosher!$ ressure[fN %v%v; Natural stone test methods-eterm!nat!on o" res!stan$e to a#e!n# } R_ a$t!on !n the resen$e o" hum!d!t}[fN %kk; Natural stone test methods-eterm!nat!on o" res!stan$e to a#e!n# } thermal sho$;


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rfN %%k; Natural stone test methods- eterm!nat!on o" the d}nam!$ modulus o" elast!$!t} P}measur!n# the "undamental resonan$e "rexuen$}U[ rfN %%`; Natural stone test methods- eterm!nat!on o" res!stan$e to a#e!n# } salt m!st[ rfN %%j`; Natural stone test methods- eterm!nat!on o" the aras!on res!stan$e[ rfN %%jc; Natural stone test methods- eterm!nat!on o" ruture ener#}[ rfN %_j; Natural stone test methods- eterm!nat!on o" •noo hardness[

fN %_%; Natural stone test methods- eterm!nat!on o" the sl! res!stan$e } means o" the endulum tester[ rfN %j`v; Natural stone test methods- eterm!nat!on o" sound seed roa#at!on[ rfN %jc; Natural stone test methods-eterm!nat!on o" stat!$ elast!$ modulus[

H)+7*74=.? @6,=4,*6 rfN %jc% ^76)49 E9+*)23E,==/ +*9*)4=)M) 1,57=g[ &9A=,>7==/1)7K..L=6, 67+8)E)M) *)A9*7==/H7*742,>,L6F@/; J) .=. @6,=4,*69 fN +)@98,69536F@/ =, 7? @6,=4,*6 fN %` /1 =,)@=)E3 48/ ).=19 E.4+)E.4=)@6.[ H*)67 *7M38/*=7 E9+*)23E,==/ E@.< E9*)2.E .A +*9*)4=)M)

1,57=g [email protected], =,E747=959 576)4,59 =7 +7*742,>,L6F@/[ Т7=. 35)E9 E .=9< @6,=4,*6,<+)E9==. 5,69 +)@98,==/ 897 =, E.4+)E.4=. 576)49 E9+*)23E,==/[IM.4=) A &=36*.=.59 +*,E98,59 yfNzyfNf€fy A,+*)E,4O3E,69 7? {E*)+7?@F19? @6,=4,*6A)2)E|/A,=. =,.)=,8F=. )*M,=.A,.B A. @6,=4,*69A,.B 6,19< 1*,B=( АE@6*.B; D78FM.B; Y7>9=9; Z*7.B; УM)*J9=9; І@8,=4.B; І*8,=4.B; І6,8.B; Лg1@7523*M3;^,8F69; Н.47*8,=4.E; Н)*E7M.B; H)*63M,8.B; С8)E,>>9=9; І@+,=.B; E7.B; E7?,*.B 6,С+)83>7=)M) К)*)8.E@6E,[

rfN %jc%; Natural stone test methods-eterm!nat!on o" thermal d!latat!on $oe""!$!ent[

Tt !s !ntended that other fNs should $all u th!s fN %` as the as!s o" epaluat!on o" $on"orm!t}[PNepertheless !t !s not !ntended that all natural stones rodu$ts should e sue$ted re#ularl} to allthe l!sted tests[ Re$!"!$at!ons !n other standards should $all u onl} relepant test methodsU[S$$ord!n# to the yfNzyfNf€fy Tnternal ‚e#ulat!ons; the nat!onal standards or#an!ƒat!ons o" the"ollo!n# $ountr!es are ound to !mlement th!s furoean Rtandard( Sustr!a; „el#!um; yƒe$h‚eul!$; enmar; !nland; ran$e; erman}; ree$e; …un#ar}; T$eland; Treland; Ttal};€uwemour#; qalta; Netherlands; Nora}; ortu#al; Rlopa!a; Ra!n; Reden; R!tƒerland and theQn!ted •!n#dom[

НАHІIНАЛЬНИJ 5ТАНДАРТ У6РАKНИБуд&ве89н& матер&а8и

Методи випробування природногокамен! Ви"на#ення геометри#ни$

$арактери%тик вироб&в5троите89нLе материа8L

МетодL и%пLтаниM природного камня!Iпреде8ение геометри#е%ки$


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$арактери%тик и"де8иMNOPQGP@R STABEPTQC

)TAOETQ CA?@B ABCA SBAU?GCV2BABESP@TAP?@ ?W RB?SBAEPX XUTETXABEPCAPXC

?@ O@PAC Y9==9? E.4 _c-%-%

* 5Yера "а%то%уванняЦ7? {E*)+7?@F19? @6,=4,*6 E@6,=)E8gL 576)49 +7*7E.*19 M7)576*9>=9<


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E18g>7=) 4) =F)M) 8/9==)g L )@6,==/ *74,1./ +328.1,.B; =, /13 =,E747=) +)@98,==/ PE 6)53 >[email protected].=9 ? 4)+)E=7==/ 4) =7BU[H)+7*74=.? @6,=4,*6 rfN %k` &9*)29 .A +*9*)4=)M) 1,57=g[ D8)19 =7)2*)287=.[ &95)M9H)+7*74=.? @6,=4,*6 rfN %kc &9*)29 .A +*9*)4=)M) 1,57=g[ H8969 =7)2*)287=.[ &95)M9H)+7*74=.? @6,=4,*6 rfN %kv &9*)29 .A +*9*)4=)M) 1,57=g[ О289gE,8F=. +8969[ &95)M9

H)+7*74=.? @6,=4,*6 rfN %_j` &9*)29 .A +*9*)4=)M) 1,57=g[ ^)438F=. +89619[ &95)M9H)+7*74=.? @6,=4,*6 rfN %_jc &9*)29 .A+*9*)4=)M) 1,57=g[ H8969 48/ +.48)M9 . @=. 8.=.?19[

the latest ed!t!on o" the ul!$at!on re"erred to al!es P!n$lud!n# amendmentsU[ rfN %k ;̀ Natural stone rodu$ts- ‚ou#h lo$s-‚exu!rements[ rfN %kc; Natural stone rodu$ts- ‚ou#h slas-‚exu!rements[ rfN %kv; Natural stone rodu$ts- Rlas "or $ladd!n#s - ‚exu!rements rfN %_j`; Natural stone rodu$ts- qodular t!les-‚exu!rements[ rfN %_jc; Natural stone rodu$ts- Rlas "or "loors and sta!rs- ‚exu!rements rfN %_jv; Natural stone rodu$ts- !mens!onal stone or- ‚exu!rements[+ `BTCOEBSB@A ?W AUB GPSB@CP?@C ?W E?ORU eQ?XfC+!* gB@BETQ

hese methods are to e used "or the measurement o" the #ross d!mens!ons and the net d!mens!onso" rou#h lo$s that $on"orm !th rfN %k`[+!. `BTCOEBSB@A ?W AUB RE?CC GPSB@CP?@C ?W E?ORU eQ?XfC+!.!* gB@BETQqeasurement o" the d!mens!ons o" the smallest arallele!ed P P 1U that $onta!ns a rou#h lo$[+!.!. ^hhTETAOC- S r!#!d rule o" aror!ate s!ƒe #raduated !n % mm[- o "lat metal re"eren$e stra!#ht-ed#es[


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+!.!+


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Ри%унок .V Вим&рвання довdини брутто х i 'або lирини брутто уi ) повер$н&необроб8Bного б8ока

DPROEB .V `BTCOEBSB@A ?W AUB RE?CC QB@RAU mi '?E ?W AUB RE?CC FPGAU yi 4 ?W T WTXB ?W T E?ORU

eQ?Xf +!+ `BTCOEBSB@A ?W @BA GPSB@CP?@C ?W E?ORU eQ?XfC+!+!* gB@BETQqeasurement o" the d!mens!ons o" the lar#est arallele!ed P P 2U that $an e !ns$r!ed !th!n arou#h lo$[

+!+!. Iб8аднання- \)*@61, 8.=.?1, E.4+)E.4=)M) *)A5.*3 A +)4.81,59 % 55[- ДE. +8,@1. 576,87E. 1)=6*)8F=. +7*7E.*)>=. 8.=.?19[+!+!+


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Ри%унок +- Iртогона89на %и%тема координат0 iо ви"на#аj п8оiини вим&рвання'пара8е8еп&пед Р 24

DPROEB +V \EAU?R?@TQ EBWBEB@XB CkCABS GBWP@P@R AUB hQT@BC ?W SBTCOEBSB@A 'hTETQQBQBhPhBG P 24

+!+!. ^hhTETAOC- S r!#!d rule o" aror!ate s!ƒe #raduated !n %mm[- o "lat metal re"eren$e stra!#ht-ed#es[+!+!+ ]E?XBGOEB ?W SBTCOEBSB@ASn ortho#onal re"eren$e s}stem !s $hosen (x, y, z) P!#ure U[he he!#ht z i and the len#th xi Por the !dth yi ) of ea$h "a$e i o" the lo$ are measured !n the"ollo!n# manner(- the stra!#ht-ed#es sho the to arallel s!des o" the lar#est re$tan#le that $an e !ns$r!ed !th!nthe "a$e o" the lo$[ qeasurements are taen !n the lane o" the $orresond!n# "a$e o" the arallele!ed P 2. he d!stan$e eteen the stra!#nt-ed#es !s measured to the nearest % mm P!#ureU‡- the net d!mens!ons o" the lo$ are the smallest palues o" xi , yi , z i , ewressed !n metres[

Ри%унок nV Вим&рвання довdини нетто х i 'або lирини нетто уi ) повер$н& необроб8еногоб8ока

DPROEB nV `BTCOEBSB@A ?W AUB @BA QB@RAU x i '?E ?W AUB @BA FPGAU yi 4 ?W T WTXB ?W T E?ORU eQ?Xf


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n Вим&рвання ро"м&р&в необроб8ени$ п8итn!* =ага89н& по8оdенняЦ. 576)49 E91)*9@6)E3g6F@/ 48/ E95.*gE,==/ *)A5.*.E 2*366) ? *)A5.*.E =766) =7)2*)287=9<+896; J) E.4+)E.4,g6F E95)M,5 +)+7*74=F)M) @6,=4,*63 rfN %kc[

n!. Вим&рвання ро"м&р&в брутто необроб8ени$ п8итn!.!* =ага89н& по8оdення&95.*gE,==/ *)A5.*.E =,?57=)M) +*/5)136=91,; )+9@,=)M) =,E1)8) +8969[n!.!. Iб8аднання- \)*@61, 8.=.?1, E.4+)E.4=)M) *)A5.*3 A +)4.81,59 % 55[- ДE. +8,@1. 576,87E. 1)=6*)8F=. +7*7E.*)>=. 8.=.?19[n!.!+ =. 8.=.?19 +)1,A3g6F 4E. +,*,878F=. @6)*)=9 =,?57=)M) +*/5)136=91,;)+9@,=)M) =,E1)8) +8969; E.4@6,=F 5.O +7*7E.*)>=959 8.=.?1,59 E95.*gL6F@/ A )1*3M87==/54) % 55 P*9@3=)1 jU‡- *)A5.*9 2*366) +8969 =7)2*)287=)B- 7 =,?57=. E789>9=9 хi . z i; E9*,O7=. E 5.8.576*,


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Ри%унок oV Вим&рвання довdини брутто х i необроб8ено7 п8итиDPROEB oV `BTCOEBSB@A ?W AUB RE?CC QB@RAU pi ?W T E?ORU CQTe

n!+ Вим&рвання ро"м&р&в нетто необроб8ени$ п8ит

n!+!* =ага89н& по8оdення&95.*gE,==/ *)A5.*.E =,?2.8F)M) +*/5)136=91,; E+9@,=)M) E +8963[n!+!. Iб8аднання- \)*@61, 8.=.?1, E.4+)E.4=)M) *)A5.*3 A +)4.81,59 % 55[- ДE. +8,@1. 576,87E. 1)=6*)8F=. +7*7E.*)>=. 8.=.?19[n!+!+ =959 8.=.?1,59 E95.*gL6F@/ A )1*3M87==/5 4) %55 P*9@3=)1 kU[ Р)A5.*9 =766) =7)2*)287=)M) 28)1,- 7 =,?57=. E789>9=9 хi . z i , E9*,O7=. E5.8.576*,


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- !th the stra!#ht-ed#es sho the to arallel s!des o" the lar#est re$tan#le that $an e !ns$r!ed!th!n the sla‡ the d!stan$e eteen the stra!#ht-ed#es !s measured to the nearest % mm P!#ure kU[he net d!mens!ons o" the rou#h sla are( the smallest palues o" х1 and z 1 ewressed !n m!ll!metres[n!+!n `BTCOEBSB@A ?W AUB AUPXf@BCC ?W T E?ORU CQTeRee $lause j[

n!+!o


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o `BTCOEBSB@A ?W AUB GPSB@CP?@C T@G sBEPWPXTAP?@ ?W ?AUBE RB?SBAEPX XUTETXABEPCAPXC ?W WP@PCUBG hE?GOXAC

o!* gB@BETQhese methods are to e used "or the measurement o" d!mens!ons; and per!"!$at!on o" "latness and

sxuareness o" "!n!shed rodu$ts that $on"orm to rfN %kv; rfN %_j`; rfN %_jc and rfN%_jv[o!. `BTCOEBSB@A ?W AUB GPSB@CP?@C ?W WP@PCUBG hE?GOXACo!.!* gB@BETQqeasurement o" the len#th; !dth and th!$ness o" arallele!ed elements !n sol!d stone[qeasurement o" the len#th and !dth o" the "ollo!n# re$tan#ular elements !th san ed#es( slas"or $ladd!n#; slas "or "loors and sta!rs and modular t!les[qeasurement o" the th!$ness o" slas "or $ladd!n#s; slas "or "loors and sta!rs and modular t!les; utonl} hen these rodu$ts hape a #round; honed or ol!shed "!n!sh[ or measur!n# th!$ness !n the$ase o" a tewtured or r!pen sur"a$e "!n!sh; see $lause j[[

o!.!. Iб8аднання- 6,=M7=9*138F .A *3=.@6g E95.*gE,==/ 4) %z_ 55 .E95.*gE,8F=95 4.,+,A)=)5; J) +*9=,?5=. 4)*.E=gL *)A5.*3 E9*)23; /19? E95.*gL6F@/ P4)% 55U[o!.!+


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Р)A5.*9 E 5.8.576*,<


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- \)*@61, 8.=.?1, 4)@6,6=F)M) *)A5.*3; M*,43?)E,=, E 5.8.576*,


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- he result!n# th!$ness to e taen !nto a$$ount; !s the rou#h th!$ness redu$ed } the !##estdeth o" hollos ota!ned !th the ro"!le #au#e[


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- H)18,@69 8.=.?13 =, 4E, 189=. E.4)5)B 6)EJ9=9; *)A5.J7=. =, E9*)2. 2.8/ ?)M) 1*,BEP*9@3=)1 %% . *9@3=)1 %_U[o!n qBEPWPXTAP?@ ?W WQTA@BCCo!n!* qBEPWPXTAP?@ ?W WQTA@BCC W?E a EBROQTE COEWTXB WP@PCUo!n!*!* gB@BETvqeasurement o" the dep!at!on "rom "latness "or the "ollo!n# elements !th san ed#es and hap!n#

a #round; honed or ol!shed sur"a$e "!n!sh( slas "or $ladd!n#s and "or "loors and sta!rs and modulart!les[o!n!*!. ^hhTETAOC- S "lat metal rule er"orated at % mm !nterpals; hap!n# a len#th at least exual to that o" theelement to e measured P!#ure %U Pmaw!mum %j mmU[- S set o" th!n sh!ms a$$urate to %z% mm[- S #au#e a$$urate to %z% mm !th a "!at $onta$t[o!n!*!+ ]E?XBGOEB ?W SBTCOEBSB@A- la$e the rule on to sh!ms o" non th!$ness; these e!n# la$ed so as to e ada$ent to theed#es P!#ure %% and !#ure %_U[

- УE7@69 J3+ P*9@3=)1 %_U ,2) 471.8F1, 6)=19< 189=1.E P*9@3=)1 %%U 36)>1,< E95.*gE,==/[&95.*9 A=.5,g6F@/ E c 6)>1,< A )1*3M87==/5 4) ;j 55 P*9@3=)1 %U[- I=/69 *7A38F6,69 E95.*.E E +)8)O7==/< A % +) c[o!n!.


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H)A=,>7==/% О6E.* 48/ EE747==/ J3+3

tBk% …ole "or the #au#e

Ри%унок */V


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o!o!* gB@BETQqeasurement o" the d!""eren$e; !n the lane o" the "a$e seen; eteen the an#le "ormed } toada$ent ed#es and a r!#ht an#le; "or the "ollo!n# re$tan#ular elements !th san ed#es( slas "or$ladd!n#s and "or "loors and sta!rs and modular t!les[o!o!. ^@ROQTE SBTCOEBSB@Ao!o!.!* ^hhTETAOC-

- an an#le #au#e o" len#th j mm and $al!rated to ;%Œ[o!o!.!. ]E?XBGOEB ?W SBTCOEBSB@A-- the element to e $he$ed !s la$ed on a re"eren$e sur"a$e‡- an an#le Ts measured to the nearest ;%Œ Psee !#ure %U‡- the oerat!on !s reeated !n the $orner d!a#onall} oos!te[


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- 136=91 .A 4)EO9=)g @6)*.= k 55‡- M*,43?)E,=9? J3+ .A 6)>=.@6g E95.*gE,==/ 4) %zj 55 A +8,@195 1*,L5‡- O)*@61, 8.=.?1, 4)@6,6=F)M) *)A5.*3; M*,43?)E,=, E 5.8.576*,


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H)A=,>7==/% С6)*)=, 136=91,_ К*,? J3+,; J) 4)6)*1,L6F@/ 4) )@. 6)EJ9=9 &9*.2; J) E95.*gL6F@/ К89=.; J) 4)AE)8/g6F 4)6)*1=369 J3+ 4) )@.j К)=6*)8F=, +)E7*


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H)A=,>7==/l &.4@6,=F E95.*3

% Z*,43?)E,=9? J3+ .A 6)>=.@6g 4) %zj 55_ H8,@19? 1*,? J3+, К36=91

tBkz !stan$e o" measurement% !al #au#e a$$urate to %zj mm_ lat $onta$t Ret-sxuare

Ри%унок *rV Вим&рвання в&д$и8ення в&д прямокутно%т& повер$н& в про:ента$ &"викори%танням кутника M градуMованого iупа

DPROEB *rV `BTCOEBSB@A P@ hBEXB@ATRB ?W AUB CwOTEB@BCC ?W T WTXB FPAU CBAVCwOTEB T@G GPTQRTORB

Р)A5.*9 E 5.8.576*,<!mens!ons !n m!ll!metres


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o!r!* gB@BETQqeasurement o" the d!""eren$e eteen the an#le "ormed } the lane o" the ed#e and the lane o"the "a$e seen and a r!#ht an#le "or elements !th san ed#es[o!r!. ^hhTETAOC

- S set-sxuare !th arms % mm lon#[- S set o" th!n sh!ms a$$urate to %z% mm[- S r!#!d rule o" aror!ate s!ƒe; #raduated !n m!ll!metres[o!r!+ ]E?XBGOEB ?W SBTCOEBSB@Ao!r!+!* `BTCOEBSB@A OCP@R T CBA CwOTEBhe element to e measured !s la$ed !th!n the arms o" the set sxuare[ Qs!n# the sh!ms the d!stan$e

E9*)23 ? @6)*)=)g 136=91, A, 4)+)5)M)g 189=.E PE 5.8.576*,< A )1*3M87==/5 4) ;% 55U 34E)< 6)>1,< =, E.4@6,=. _ 55 E.4 1*,BE; J) +7*7E.*/g6F@/ P*9@3=)1 %`U[ H.4*,1,59 A )1*3M87==/5 4) % 55[o!r!+!. Вим&рвання з викори%танням контро89но7 повер$н& & кутникаР)A5.@6969 E9*.2; J) +7*7E.*/L6F@/; =, 1)=6*)8F=.? +)E7*9 1)5+8716 189=.E; E95.*/69 E.4@6,=F z 5.O E7*


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o!, qBEPWPXTAP?@ ?W AUB RB?SBAEPXTQ XUTETXABEPCAPXC ?W WPmP@R U?QBC ?W CQTeC W?E XQTGGP@RCo!,!* gB@BETQqeasurement o" the deth; os!t!on; d!ameter and !n$l!nat!on o" "!w!n# holes o" slas "or $ladd!n#s[o!,!. 2BhAU ?W AUB U?QB

o!,!.!* ^hhTETAOC- S deth #au#e a$$urate to %z_ mm P!#ure _U; the $}l!ndr!$al end o" h!$h has a nom!nald!ameter not #reater than the d!ameter o" the hole[o!,!.!. ]E?XBGOEB ?W SBTCOEBSB@AS"ter hap!n# taen $are to $lean the hole; the deth !s measured to the nearest ;j mm[

Ри%унок ./V Вим&рвання г8ибини отвору iупом д8я вим&рвання г8ибиниDPROEB ./V `BTCOEBSB@A ?W AUB GBhAU ?W AUB U?QB FPAU GBhAU RTORB

o!,!+ =9? 1,8.2* 48/ E95.*gE,==/ A,A)*.E; 4.,576* /1)M) 57=9? A, =)5.=,8F=9?4.,576* )6E)*3 =, _ 55[


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Ц98.=4*9>=. 1,8.2*9 48/ E95.*gE,==/ A,A)*.E +)E9==. 5,69 6)>=.@6F E95.*3 4) ;_ 55[

o!,!+ ]?CPAP?@ ?W AUB U?QBo!,!+!* ^hhTETAOC- S sl!d!n# $all!er #au#e a$$urate to %z_ mm !th a measur!n# ran#e at least exual to the s!ƒe o"

the element to e measured Pu to % mmU[o!,!+!. ]E?XBGOEB ?W SBTCOEBSB@Ahe d!stan$e "rom the aw!s o" the hole to one or more ed#es; to a "a$e or to another re"eren$e o!nt !smeasured to the nearest ;j mm[o!,!n 2PTSBABE ?W AUB U?PBo!,!n!* ^hhTETAOC- S $}l!ndr!$al $learan$e #au#e; the d!ameter o" h!$h !s #reater than the nom!nal d!ameter } _ mm[- S $}l!ndr!$al $learan$e #au#e; the d!ameter o" h!$h !s less than the nom!nal d!ameter } _ mm[he $learan$e #au#es must e a$$urate to the nearest ;_ mm[

o!,!n!. =9? 1,8.2* 48/ E95.*gE,==/ A,A)*.E 2.8F)M) 4.,576*, =7 +)E9=7= +*)=9? 1,8.2* 48/ E95.*gE,==/ A,A)*.E 57=)M) 4.,576*, +)E9=7= E.8F=) +*)


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Ри%унок .*V Вим&рвання на$и8у отворуDPROEB .*V `BTCOEBSB@A ?W AUB P@XQP@TAP?@ ?W AUB U?QB

o!;


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- 6)*M)E78F=, =,AE, 1,57=g‡- 1*,B=, ? *,?)= E94)23E,==/‡- =,AE, +)@6,>,8F=91,‡- .5|/ )@)29 ,2) =,AE, )*M,=.A,.B; J) +*)E78, E.42.* A*,A1.E‡"U 4,6, 4)@6,E19 A*,A1,‡#U 4,6, +*)E747==/ E9+*)23E,==/‡hU 1.8F1.@6F )49=9F 3 A*,A13‡.U +*)E747=. E95.*gE,==/‡ U *7A38F6,69 E95.*gE,=F‡U 3@. E.4


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К*.5 6)M); E1,A3L6F@/; J) AE.6 =7 5)O7 >,@61)E) E.46E)*gE,69@/ 27A +9@F5)E)M) 4)AE)834)@8.4=)B 8,2)*,6)*.B[

he test reort shall $onta!n the s!#natures and roles o" those resons!le "or the test!n# and the dateo" !ssue o" the reort[

Tt shall also state that the reort shall not e art!all} rerodu$ed !thout the r!tten $onsent o" thetest laorator}[

К)4 УКНД %v[_‡ v%[%[%j68#ов& %8ова- +*9*)4=9? 1,5.=F; 576)49 E9+*)23E,==/; M7)576*9>=.

DSTU B EN 13373_2007_ Metody ispytaniyachesk.docx

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Transcript of DSTU B EN 13373_2007_ Metody ispytaniyachesk.docx