Quaderno 2-2015

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1

Sommario

3 2 "4,&

GLI EDITORIALI =J I JGK H J < I H LK M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 5 di Carla Cappiello

9@$H K J M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 6 di Francesco Marinuzzi

GLI ARTICOLI ; KK LG J H = L D L C K L F EA !;$82 (44- J I EGJ D L L GK L K E K J I CK 5:3< B CJGII L GK L J IF IK H GL K F I LH F KK J M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 8 D. Mazza

=J G J H K E L LK H J LIGJ LK K L L L F J IG II H JJ F D L L F K C L L L M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 18 D. Morea, L. Bongiovanni

6L J I H JJ IF IK H EG H I IK L I KK D L I IE M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 24 S. Cavallo

=LC IK GKKG K F J K H LK LK L I H K IK C L KG J - GL I IK E H IGFF K JJ H I L )188* L GK J H I L E L M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 32 S. Armenia, C. Carlini, C. Volpetti

9 J F J H K E L D L H JJ IGF C H J EE A J G A L - 1<; L ,(% #% M M M M M M M M M M M M 38 V. Bellucci, C. Del Prete, L. D’Angelo

<$: / E H K J - I I L E GK J DD J M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 44 M.Pizza

C H F K? F K LK H C LH D L H KK L C I I IE M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 56 V. Capogreco, S. Ruggieri

9 E LGK LD L H CCGI H J K

K - GL LK AGK L II JJ E K D L H J I H GJ M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 60 G. Giarda

=LK HGD L JJ L L L KG J IK M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 66 P. Cornelini, F. Boccalaro, G. Menegazzi

=J G J H JJ@ GH K L I IK E H IK L 5 K H EF K E LK M M M M M M M M M M M M M M M M M M M M M M M M M M 74 M. Pasqualini, G. Presti

=J J GD L J L JJ JGK D L H J EE A J F J L II L H J H K M M M M M M M M M M M M M M M 82 M. Ieppariello


=L IK H J 8 E L 3 D L J IGJ < 2 L J - FF C LH E LK K L I GIF L L JJGIK K L >G JJ I H M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 88 G. Bava,, A. Taglioni

8K KGF ' L DD D L 3 < C K M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 96 Membri iscritti alla commissione “L’Ingegnere per il no profit� 23 Dicembre 2014

GLI APPROFONDIMENTI 9 G F C II L J H JJ@ L L L $G F H J L I E LK H K K J F C II L J LI G K JJ@ IK M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 104 E.. Ronzitti R

;G J IF LI A J K? L JJ@ EA K H LK KK H L J KK DD KG J H I E H KGK J L I H nolo a freddo H nolo a caldoM M M M M M M M M M M M M M M M 118 M.CerriIng, Ing. L.C. Chiarenza

L’AREA WEB DEL QUADERNO E DELLA RIVISTAM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 128

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"362.50.4 !6372-**7 Comitato di redazione Sezione A

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Sezione B

743(74 !62.-3/7 Amministrazione e redazione

76**6 +5116 #5,-))17.6 $$ #4'6 51% $ "6 $ Direzione artistica e Progetto grafico

7*7626 37'6 536 Stampa

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Finito di stampare: 05//5')35 $ 1 -6+5324 # ! -2 6115(6/4 6116 37 70/6 # !

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Il saluto del Presidente 1 KK =L : J : FF JJ

L’ingegnere: un professionista al servizio della sanità =J 8 IK E 8 L K =K J L I F I LK IF KK H JK E H JJ G F E GL I B L J L L J F I K 3 J GJK E LL B F B I IK II IK LH LGE I EA E LK G H L J KK IK H F D LK H F I H L IK )C E B K F B K L J * =J J JJ H IF I IK GL L K J GE LK B H K H J C K L E LK H JJ F F J D L K J L H JJ@ I H JJ E J KK L G IK C KK B LCJG L7 D L J J JJ H >G J K? F F K H J GK LK B L L I EF F I K 8 H AA B F K LK B F LI JJ IK GKKG D L H JJ 8 L K? L K E L L L IK =LC KK B + L II LK HG

GL F II H F C KK A J K? H JJ@ I IK LK B IC GKK LH L E L CC H C7 C LK J I I H IF L A J B I AA L I I .J L L B H I EF LL F 7

K L J CC 2 L B L 8 D < LD L < K D L 6D LH J B L 1 F K E LK H < LD L B F II L C L J I IK E I L K GL J GLK B L J J F F D L KGKK K LH B IGFF K LH J IK GKKG L J I EFJ C F I H II B L J E J J@ L DD D L B L JJ@ LK HG

J@ GH K LK L L J IK J E J J E7 A E LK 9@ LL JD E LK H IK F K AA II IGJ JGL F H L L LC LK JJ F II A J K? L E H J GK LK =L F 0B J H CC LD L J B J I I LK JJ H JJ IF I J@ LI HH IC LK F C E L H J GL I D H L GL F LI E LK L I LI F 0 L

LD J H JJ@ KKG J E H JJ H IK L B F L C K LK J DD K 8 H AA LH I GL E CJ II A J K?B H G LH I JJ LG LC E D L H JJ F 7 F J D L JJ L K? K L J B L LH I I JJ IF KK K H F D LK .J L L I L L H H EF LH J EFJ II K? H F II F K E7 E L IK K B H F KK J B L DD J IK J L LL K =LC KK B J L L LL GL I L H JJ@ EF I I L K E GL LI E B G FFJ E H JJ H L DD D L IK GE LK H IK L )A J L B L J I H IK B JGK D L H J L 7 IK E LK B L J I EF K K *B H LH GL IF C KK LD L JJ LK D L C I JK IK L J I JK K L J JJ F AJ E K H L DD D L LC E K DD 7 D L H F II D LH J 6J GL ; L E J 9 EA H B J L K B J 9 G B J 2 I L J@6A GDD B IK LL L D LH A LH L I I FGAAJ F J I H >G IK K F H F C II L 7 J K?B F H LK >G J K?B CC H CC LD H JJ F IK D L B L GL L KK J 7 E K D L H J IF =J 9 D B I AA L I KK F IK < L H LK L E B L L L >G I K K J C G < K LK B I ? F F I K H JJ@' H L H J =L L H JJ < 7 L H ; E B F EG J@ EFJ E LK H JJ EF K LD H J F K I L K B K7 K I J@ LI E LK F C II L J H >G IK K F J H L L L GL EA K I

J LK G H GL F K C LH E LK J H JJ K H KGKK B J IK L H JJ I JGK : J : FF JJ < I H LK ' H L H J =L L H JJ < L H ; E


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L H JJ@GI H JJ F DD J L LHG LK H I J LK 1 AA E C L KGKK KK H L I D tradizionali visibili L K B I L C K LK LG C GKK H F II I EF F 0 F C LH H H K J DD D L CC L I LL IK GL J KG I H C HG H GI 3 L F II E LK LK H K GL E H IF E >G J E LGK L J K CC 9 E H K J DD D L IK priva )L J I LI H JJ F * I EF E F K J EF K E LK J H JJ KK H L LD 8 K KK B I E H J KGC H JJ F DD J L H GL K EF B H GL materiale F D I GL K H GL FF KGL E H JJ DD D L L IK J A H K ) J * H GL C K B F K LK CJG H J A D L ) >G * FG L I J H E LK K JK? K? IGJJ H L E EF K E LK J GK J DD A J F IK G I J H F J K F J IK L H JJ I FGAAJ B K J K I JGD L H IK L H J IF D I I H LD J I H H K J E E LK H F I L I B LG C E F 0 J JJ H I J DD D L H EGL D L LK LK L D L J 8 L L L H K >G IK K L B I KGKK J E K J + H F K K I LK II B L J I J LD L J B I KK L

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

L’impianto nucleare BREST 300 Y) )0(+/ ( ,*10.1 [ ( ./ 1++/ . ''/ )( )0 %) ,/ *1+0 1(+/ 1 '0.3 ./'') / 0**0 ,/'+. ! )/(1- ''/ [ ./ 1++0+/ 1. ./% ..1 (0 /! +1( 0 %) :FF U+"& FF U1- * ,/(,1++/ )((/! 0+) / (/( .)')1%1 '/*/ (1**Y +)*) / %1* )/ D/ ,/ 1 .1$.) 1.0(+1& 0 0(,"1 (1**Y +)*) / %)

> 6 6 6 > 6 >


,/ D '+)D)*1 )( $/. 0 %) ()+.0+) %) .0()/ 1 * ! +/()/ < !=; - (/*+.1 )* 0' )(1.+1 ,"1 .)1 )1 )* 0 +.0 1**1+' 1 0)(0& 1 Z )(%) )* 0' *1(

[ 0. /(- Y0. /( [ ) )1 0+/ )( + ++) ) ')'+1 ) )%.0 *),) ,"1 %1DD0(/ / ) 1(+0.1 0''1 %) )/ D/ $ '/ / 0(+1(1.*1 )( 1Z )*)D.)/ Y)(+1./ ) )0(+/ [ +/+0* 1(+1 .0,,") '/ %0 ( .) / 1''1* )( 0,,)0)/ 1 Z 1'+/& %/ / (/ ' 1''/.1 %) 0.)0& [ .0,,") '/ 0 ' 0 /*+0 %0 ( 0*+./ 1''1* 1'+1.(/ )( 0,,)0)/ 0* %) *3 %1* Z 0*1 [ .1'1(+1 *Y *+) 0 D0..)1.0 )( ,0*,1'+. /L 1'+0 ',1*+0 ./ 1++ 0*1 '1 1 1 '/%%)'$0 0 )1(/ )* ,.)+1.)/ %1**0 %)$1'0 )( ./$/(%)+3 0 +0D1**0 .) /.+0 *1 .)(,) 0*) ,0.0++1.)'+),"1-

Tabella 1 – Principali caratteristiche dell’impianto nucleare BREST 300 [1] Potenza termica 700 MW Potenza elettrica netta 300 MW Temperatura del refrigerante all’ingresso del core 693 K Temperatura del refrigerante all’uscita del core 813 K Pressione del refrigerante 17 bar Flusso del refrigerante attraverso il core 3.8 Caduta di pressione all’interno del circuito primario 2 bar Numero di generatori di vapore (GV) 8 Numero di pompe primarie (assiali) 4 Potenza del singolo generatore di vapore 87.5 MW Capacità di ciascun GV 185.7 t/h Fluido del circuito secondario Water - steam TIN/TOUT per i GV 613 K / 793 K PIN/POUT per i GV 255 bar / 245 bar Temperatura dell’acqua all’ingresso del GV 538 K

0 $) .0 /'+.0 (0 '1 )/(1 ,/( )'+0 +/+0*1 %1**Y) )0(+/-

Strutture implementate nel codice di trasporto della radiazione MCNPX 1. /++1(1.1 ) $* '') (1 +./(),) [ '+0+/ (1,1''0! .)/ ) *1 1(+0.1 *1 '+. ++ .1 .) /.+0+1 (1**0 0.+1 )($1.)/.1 %) $) .0 - Y)(+1./ .10++/.1 ,/( ) ' /) 1*1 1(+) %) ,/ D '+)D)*1 <fuel assemblies& ;& *) 1*1 1(+) %) ,/(+./**/& ) D*/,,") %) .)$*1++/.1 1 *1 '+. ++ .1 )

1%)0+0 1(+1 ' ''1 1(+) )* D0..1*& $)(/ 0* .) / 1''1* %) ,/(+1() 1(+/- * ')'+1 0 %0 ) *1 1(+0.1 [ /'+.0+/ )( $) .0 1 B * (/,,)/*/& ,/( (0 * ( "1 0 0++) 0 %) FF

& [ %) )'/ )( +.1 /(1& (0 %)$$1.1(+1 %0**Y0*! +.0 (/( 1. *0 ,/ /') )/(1 )'/+/ ),0 %1* ,/ ! D '+)D)*1& ,"1 [ *0 1%1') 0 )( / () /(0 %1* .10++/.1& D1('J 1. )* %)0 1+./ %1**1 0)(1- '! '/ [ 0.) 0 A-

1. *0 /(0 ,1(+.0*1& A-?

1. *0 /(0 )(+1. 1%)0 1 F-B

1. *0 /(0 )V 1'+1.(0& ,/ 1 /'+.0+/ )( $) .0 E> () & $) .0 ?& "0 ( .1+),/*/ %) W &

) .0

Sezione con vista completa dell’impianto nucleare BREST 300 [1]

'1++1 /') )/() '/(/ /,, 0+1 %0 + D) )%0 1 0'+1 %) ' /.+/- * .1+),/*/ "0 %) 1(')/() B9-?

W B9-?

&

'1 0.0 (0 %0 Z 1**0 0%)0,1(+1- 0 /(0 <)( ./''/; [ ,/ /'+0 %0 E: & *0 /(0 %0 : 1 *0 /(0 %0 E?- * ( 1./ +/+0*1 %) [ 9E 0 ,/ /') )/(1 )'/+/ ),0 %1* ,/ D '+)D)*1 $.1',/& ,)/[ 0**/ '+0.+! %1* .10++/.1& [ .) /.+0! +0 )( +0D1**0 :- ''0 [ '+0+0 0'' (+0 0 0.+).1 %0 Z 0(+/ .) /.+0+/ (1**0 D)D*)/ .0$)0 0**0 * ,1 %1* ./ 1++/ .) /.+0+/ )( * .0 /.+/ +.0 *) )'/+/ ) %) * +/()/ [ 0.) 0

Tabella 7 Composizione isotopica del combustibile fresco

> 6 6 6 > 6 >


) .0 S Sezione verticale della parte inferiore dell’impianto [1] ) .0 B Sezioni orizzontali dell’impianto, come in figura 2 [1]

) .0 E S Barrette di combustibile per le regioni 1,2 e 3 del nocciolo

) .0 ? Sezione di un elemento di combustibile (FA), misure in mm.

1. Z 0(+/ ,/(,1.(1 )* ')'+1 0 %) ,/(+./**/& 1'! '/ [ ,/ /'+/ %0 BF 1*1 1(+) .0 . 0+) )( Z 0++./ %)$$1.1(+) . ) & & # 1% 6 1 %) Z 1'+) < # 1 ; '/(/ ./ 1++0+) 1. 0 ).1 % .0(+1 1 1(+ 0*) ',1(0.) )(,)%1(+0*)- * ')! '+1 0 [ ./ 1++0+/ 1. .)' /(%1.1 0**1 )(! '1. )/() /')+) 1 %) .10++) )+3 0**Y0 )0 1(+/ %1*

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

1(+) %) ,/ D '+)D)*1& BF 1*1 1(+) %) ,/(+./**/ 1 B D*/,,") %) .)$*1++/.1 .0%)0*1- 0 $) .0 9

/'+.0 +0*1 ,/($) .0 )/(1 ,/( )* (/,,)/*/ %) )!

) .0 9 S Schematizzazione del core, degli elementi di controllo e del riflettore radiale

> 6 6 6 > 6 >


'/ )( +.1 .1 )/() ,/*/.0+1 ) $)() %1**0 ') *0 )/(1 [ '+0+/ ) *1 1(+0+/ 0(,"1 )* .)$*1++/.1 0'')0*1- (+.0 D) '/(/ '+0+) ) *1 1(+0+) ,/ 1 D*/,,") ,/ /'+) %0 (0 '/* )/(1 %) )/ D/ 1 0,,)0)/ 1. +1(1. ,/(+/ %1**1 '+. ++ .1 *) )+./$1 ++) *) 1*1 1(+) %) ,/(+./**/ ) *1 1(+0+) '/(/ ,/'+)+ )+) %0 ( 0''1 D*0 )/ 0''/.D)+/.1 < ;K (/+/ ,"1 1''/ ')0 ,/ /'+/ %0 9 D0..1 0''/.D)+.),) )( B & / ( (0 %1* %)0 1+./ %) 9

- 1. 0*, () %1) ')'+1 ) %) ,/(+./**/ [ '+0+0 %),")0.0+0 0(,"1 *0 * ( "1 0 %) +0*) D0..1++1 & 0& 0% 1'1 )/& 1. )* ')'+1 0 (/( [ '+0+/ .)*0',)0+/ 0*, ( %0+/- 0 * ( "1 0 %1**1 D0..1++1 1. +0*1 ')'+1 0& Z )(%)& [ '+0+0 '+0D)*)! +0 )( 0,,/.%/ ,/( )* $0++/ ,"1 *Y)(+1./ (/,,)/*/ $/''1 1.$1++0 1(+1 ,.)+),/ Z 0(%/ )* ')'+1 0 '+1''/ $/''1 )(+1.0 1(+1 )('1.)+/- / (! Z 1 [ (/+0 *0 1/ 1+.)0 1(1.0*1 %1 *) 1*1 1(! +) %) ,/(+./**/ 1. / ( (/ %1) Z 0++./ ')'+1 ) - 0 $) .0 A /'+.0 *0 ,/($) .0 )/(1 0%/+! +0+0 1. *Y0''1 D*0 )/ 0''/.D)+/.1 )( B *) 0,,)0) ) )1 0+) 1. )* ./ 1++/ ( ,*10.1 '/! (/ %)$$1.1(+) %0 Z 1**) 0%/++0+) 1. )* 1''1* 1 )* down-comer- 0 ,/ /') )/(1 %1**Y0,,)0)/ 1. *1 '+. ++ .1 )(+1.(1 0* (/,,)/*/ < 0)(1 1 0.+) '+. ++ .0*);& (/( [ '+0+0 0(,/.0 %),")0.0+0- 1.! +0(+/& 0) $)() %1**0 ') *0 )/(1& [ '+0+/ '1*1 )/! (0+/ ( +) ),/ 0,,)0)/ )( .0%/ %) *0 /.0.1 )( Z 1'+/ +) / %) 0 D)1(+1- #) +.0++0 %1**Y0,,)0)/ P & / 1++/ %) /*+) '+ %) )(1.1(+) 0+1! .)0*) 1. +1,(/*/ )1 ( ,*10.) 0% 0*+1 +1 1.0+ .1 - 0 ' 0 ,/ /') )/(1 )'/+/ ),0 [ .) /.+0+0 )( +0D1**0 FTabella 10 - Composizione isotopica dell’acciaio HCM12A [3]

( 0,,/.%/ ,/( Z 0(+/ .) /.+0+/ (1**1 .1,1! %1(+) $) .1 1 B& *0 $) .0 /'+.0 *0 ,/($)! .0 )/(1 $)(0*1 %1* ')'+1 0 ( ,*10.1 %0 ) *1!

1(+0.1 0**Y)(+1.(/ %1* ,/%),1 %) +.0' /.+/ %1**0 .0%)0 )/(1 W- 1(+.1& *1 $) .1 1 '/(/ *1 '1 )/() /.) /(+0*1 1 1.+),0*1& /++1( +1 ,/( )0() 1%)0()& %) + ++/ )* ')'+1 0 (0 /*+0 ,"1 1''/ [ '+0+/ ) *1 1(+0+/ (1* ,/%),1 * ')'+1 0 /++1( +/ [ 1.$1++0 1(+1 ,.)+),/- (! $0++)& +.0 )+1 */ '+1''/ ,/%),1 W& ( ,0*! ,/*/ %) ,.)+),)+3 "0 %) /'+.0+/ ,/ 1 )* $0++/.1 %)

/*+) *),0 )/(1 1$$1++) / ')0 0.) 0 1$$X -FFFFFě•?F-FFF E< ;- Y1$$1++) 0 $.0 )/(1 %) (1 +./() .)+0.%0+) [ %),")0.0+0 0.) 0 1$$XF-FF ? - =(Y *+1.)/.1 0(0*)')& 1$$1++ 0+0 ' * ')'+1 0 ) *1 1(+0+/& ,/ ./ 0 +0*1 %0+/#1DD1(1 *1 )($/. 0 )/() .1*0+) 1 0* # FF (/( $/''1./ +/+0* 1(+1 1'0 .)1(+)& )* ')'+1 0 ( ! ,*10.1 ) *1 1(+0+/ ') 0 ),)(0 /*+/ 0 Z 1**/

> 6 6 6 > 6 >

) .0 A Assemblaggio assorbitore (AA)

) .0 Schema delle strutture in-core ed ex-core da implementare

) .0

Sezione orizzontale del sistema implementato, da MCNPX

) .0 Sezione verticale del sistema implementato, da MCNPX


/.) )(0*1 1 ,/ (Z 1 T .0 .1'1(+0.1 ( 1'1 )/ 0 '1 '+0(+1 %) .10++/.1 ( ,*10.1 1*/,1 .1$.) 1.0+/ ,/( )/ D/ 1.$1++0 1(+1 ,.)+),/& %/+0+/ %) + ++) ) ' /) ')'+1 ) %) '), .1 0 1 ,/(! +./**/-

) .0 B – Spettro neutronico al centro del nocciolo

Spettri neutronici

) .0 E – Spettro neutronico in corrisponenza dell’elemento di combustibile piÚ periferico

) .0 ? – Spettro neutronico in corrispondenza della circonferenza mediana del down-comer

) .0 : – Errore relativo per le misure dello spettro neutronico al centro del reattore

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)' .1 ' 1++.0*) .)' 1++) 0 1(+1 0* ,1(+./ %1* .10++/.1 1 (1* down-comer- ( 0,,/.%/ ,/( )*

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

1 ,/ /(1(+) %1* .1$.) 1.0(+1& EB 1& E? 1 1 E

. ,/ 1 ,/ /(1(+) %1**1 0)(1- 0 $) .0 A .) /.+0 *0 '1 )/(1 %Y .+/ %) ,0++ .0 .0%)0+) 0 %1* F: D (1**Y)(+1. 0**/ %) 1(1. )1 %) )(+1.1''1 E #) T 1%1.1 ,")0.0 1(+1 *0 ,/..)' /(%1( 0 +.0 ) ),,") %) .)'/(0( 0 Z ) .1'1(+) 1 *1 %1! .1'')/() ,/..)' /(%1(+) (1 *) ' 1++.) (1 +./(),) (,"1 (1* .0( 1 %) 1(1. )1 0* %) '/++/ %) E 1 & )(,.1 1(+0(%/ )* .0%/ %) )' 1 )/(1 (1* ,/%),1 /(+1 0.*/ 1 )* ( 1./ %) (1 +./() ) *1 1(!

> 6 6 6 > 6 >


+0+)& [ /'')D)*1 .) 1*0.1 (0 $/. 0 '1 "1++0+0 1. */ ' 1++./- 0*1 $/. 0& )( Z 1'+/ .0( 1 %) 1(1. )1& [ %0 ) *),0.1 0 )/. 1(+1 0 *) )'/! +/ ) ,"1 ,/ /( /(/ )* ,/ D '+)D)*1 1. */ ' 1++./ 0* ,1(+./ %1* (/,,)/*/ *Y1(1. )0 )V ./D0D)*1 %1) (1 +./() [ 0.) 0 XE 1 &

1(+.1 )* 0*/. 1%)/ [ X ?B 1 - / ' 1++./ (1**0 '1,/(%0 /') )/(1 [ *1 1. 1(+1 )V

/%1.0+/ %1* .) /& ,/( (0 1(1. )0 1%)0 0.) 0 X ? 1 /),"[ )* ./ 1++/ . ''/ .1 1%1 ,"1 *0 '+. !

1(+0 )/(1 (1 +./(),0 ')0 0**/ )0+0 (1* downcomer& ') [ .),0 0+/ */ ' 1++./ (1 +./(),/ ' **0 ,).,/($1.1( 0 1%)0(0 %1* down-comer- (1 ! +./() ',1(+) %0* (/,,)/*/ "0((/ ,/ 1 1(1. )0 )V ./D0D)*1 ( 0*/.1 )(/.1 .)' 1++/ 0 Z 1**) +) ),) %1**0 D0(%0 %) .)'/(0( 0 %) ,0++ .0& )(/*! +.1& 1'') )(,/(+.0(/ * ( / )* ,0

)(/ .)(,) 0*!

1(+1 )* .1$.) 1.0(+1- 1.+0(+/ )* ./,1''/ %) .0*! *1(+0 1(+/ %1) (1 +./() <slow-downing; ,/(+)! ( 0 $)(/ 0% 0'' 1.1 *0 ,*0''),0 %)'+.)D )/(1 0 ,0 0(0- Y1(1. )0 )V ./D0D)*1 %1) (1 +./! () ' **0 ,).,/($1.1( 0 1%)0(0 %1* down-comer [ 0.) 0 XF& B1 <%)1,) /*+1 Z 1**0 %) ( .10++/.1 0% 0,Z 0 *1 1.0;& 1(+.1 *Y1(1. )0

1%)0 [ X:FF1 -

) .0 9 – Errore relativo per le misure dello spettro neutronico nel down-comer

) .0 A – Sezione d’urto (n, ) per 207Pb [5]

Impiego di strumentazione neutronica: camera a fissione per alte temperature. / 1 )** '+.0+/ )( $) .0 & )* ./ 1++/ . ''/ .1! 1%1 *Y)('+0**0 )/(1 %1**0 '+. 1(+0 )/(1 1. )* ,/(+./**/ %1* .10++/.1 0**Y)(+1.(/ %1* down-comer- ++0 )0 (/( [ ' 1,)$),0+/ ,"1 +) / %) +1,! (/*/ )0 [ ) )1 0+0- 1.+0(+/& ') [ %1,)'/ %) 0* +0.1 *0 .)' /'+0 %) (0 +) ),0 ,0 1.0 0 $)'! ')/(1 1. 0*+1 +1 1.0+ .1& 0++ 0* 1(+1 +)*) 0! +0 1. )* /()+/.0 )/ %) .10++/.) 1*/,) .1$.) 1.0! +) ,/( '/%)/ <# ; /),"M *0 +1 1.0+ .0 1%)0 %1* .1$.) 1.0(+1 (1* down-comer [ 0.) 0 X?A & ') [ '1*1 )/! (0+0 ,/ 1 '/(%0 ( /%1**/ ./%/++/ %0**0 "/+/()' *0 = B - 0 +0D1*0 F /'+.0 *1 ' 1 .)(,) 0*) ,0.0++1.)'+),"1 1% [ ',"1 0+) 0! +0 )( $) .0 0 ,/ /') )/(1 )'/+/ ),0 %1**/ '+.0+/ '1(')D)! *1& %) %1(')+3 '1(')+) 1X9& C, [ .) /.+0+0 )( +0D1**0

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1

Tabella 22 - Composizione isotopica dello strato sensibile interno alla camera a fissione Photonis CFUE32 [4]

?

Composizione isotopica [%w/w]

234 U 0.059731

235 U 98.048936

236 U 0.039821

238 U 1.403686

16 O 0.447826

Tabella 23 - Risposta della camera a fissione Photonis CFUE32 per un flusso termico [4]

Thermal neutronic flux [ n] [n/(cm2s] 103ě•Ś108 107ě•Ś3¡1012 109ě•Ś1013

Pulse mode Campbelling mode Current mode

Signal

10-3 conteggi/(s¡n/(cm2s>) 4¡10-29A2/(Hz¡n/cm2) 10-16A/n(n¡cm-2s-1)

Tabella 24 - Segnale in uscita dalla camera a fissione Photonis CFUE32 per il flusso neutronico tipico del BREST 300 in corrispondenza del down-comer

Neutronic flux [ n] [n/(cm2s] 103ě•Ś108 107ě•Ś3¡1012 109ě•Ś1013

Pulse mode Campbelling mode Current mode

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0 .&&0 F Le attività del consulente tecnico ingegnere nell’ambito di un’operazione in Project Financing

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Superficie ponderata Pertinenze ornamento

Superficie commerciale

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â– Qual è l’unitĂ di consistenza?

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â– Come si computa la superficie?

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â– Quali sono i criteri generali per il calcolo della superficie?

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5 M - Esempio di ricezione


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EO : – Regolamento eIDAS N. 910/2014 del PARLAMENTO EUROPEO e del CONSIGLIO del 23 luglio 2014, in materia di identificazione elettronica e servizi fiduciari per le transazioni elettroniche nel mercato interno e che abroga la direttiva 1999/93/CE. – Decreto del Presidente del Consiglio dei Ministri del 24 ottobre 2014 - Definizione delle caratteristiche del sistema pubblico per la gestione dell’identitĂ digitale di cittadini e imprese (SPID), nonchĂŠ dei tempi e delle modalitĂ di adozione del sistema SPID da parte delle pubbliche amministrazioni e delle imprese. – Determinazione Commissariale n. 63/2014 - ModalitĂ di attuazione dell’articolo 19, comma 7 (Firma digitale verificata), del DPCM 22 febbraio 2013 recante “Regole tecniche in materia di generazione, apposizione e verifica delle firme elettroniche avanzate, qualificate e digitali, ai sensi degli articoli 20, comma 3, 24, comma 4, 28, comma 3, 32, comma 3, lettera b), 35, comma 2, 36, comma 2, e 71.â€? – d.P.C.m. del 22 febbraio 2013 – Regole tecniche in materia di generazione, apposizione e verifica

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delle firme elettroniche avanzate, qualificate e digitali. Delibera CNIPA del 21 maggio 2009, n. 45 – Regole per il riconoscimento e la verifica del documento informatico, e successiva modificata DigitPA del 28 luglio 2010, n. 69 Legge del 28 gennaio 2009, n. 2 di conversione del D.L. 29 novembre 2008, n. 185 (artt. 16 e 16bis) che rende obbligatorio l’uso della Posta Elettronica Certificata per le Aziende e i Professionisti. Il Decreto Legislativo del 4 Aprile 2006 n. 159. Disposizioni integrative e correttive al D.Lgs. del 7 marzo 2005 n. 82 “Codice dell’Amministrazione Digitale� (CAD) che raccoglie e coordina una serie di norme eterogenee che riguardano l’uso delle tecnologie dell’informazione nella pubblica amministrazione. DPR Repubblica 11 febbraio 2005, n. 68 - Regolamento recante disposizioni per l’utilizzo della posta elettronica certificata, a norma dell’articolo 27 della legge 16 gennaio 2003, n. 3. Decreto Ministeriale 2 novembre 2005 - “Regole tecniche per la formazione, la trasmissione e la validazione, anche temporale, della posta elettronica certificata�.

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Arch. Giancarlo De Carlo - Archivi (Urbino)


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a cura di 3F9: : .H?G9DIBG 3F9: : 2>99JIDJ commissione !IGEIBFJBH visto da: 3F9: : ): %0)<<DI=G 3F9: ,: G;;IEEJ

VERIFICA DI CAPACITÀ PORTANTE DI FONDAZIONI DIRETTE IN FASE SISMICA "H 7IDJ<JBH @J BH?HBJE+ ?GDEHFEI @J <GF@H;JGFJ @JDIEEI JF <HAI AJA=JBH6 BG=I DJB4JIAEG @HCCI * .-// 6 FIBIAAJEH C0H@G;JGFI @J G??GDE>FI <GD=>CI A7J8 C>??HEI H ?HDEJDI @H JF@H9JFJ A?IDJ=IFEHCJ I AE>@J EIGDJBJ B4I EIF9HFG BGF8 EG @I9CJ I<<IEEJ @ICC0H;JGFI AJA=JBH A>C AJAEI=H EIDDIFG8<GF@H;JGFI: Premessa , BH>AH @ICCI <GD;I @J JFID;JH JF@GEEI @HC AJA=H FIC EIDDIFG HC @J AGEEG @ICCH <GF@H;JGFI @JDIEEH AJ ?> =HFJ<IAEHDI >FH DJ@>;JGFI @IC BHDJBG CJ=JEI: ,C =G=IFEG CH FGD=H FGF <GDFJABI IA?CJBJEH JF@JBH8 ;JGFI A> &>HCI =IEG@G >EJCJ;;HDI ?ID CH 7IDJ<JBH @J BH?HBJE+ ?GDEHFEI JF <HAI AJA=JBH6 CHABJHF@G @J8 ABDI;JGFHCJE+ HC ?DG9IEEJAEH: 3F CIEEIDHE>DH BG=?HJGFG @J7IDAJ =IEG@J EDH B>J J =IEG@J @J .HABGFI6 HGC>BBJ IB ID6 H>9IDJ I 2JB4HD@A B4I 7IDDHFFG EDHEEHEJ JF AI9>JEG:

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Definizione dell’azione sismica secondo la normativa vigente ,C ?HDH9DH<G :55: : :5 * .-// 6 A>CCH AJB>DI;8 ;H @IC BG=?CIAAG <GF@H;JGFI8EIDDIFG6 AJ HB8 BIFFH HCCH valutazione della resistenza con approcci pseudo-statici se la determinazione delle azioni discende da un’analisi pseudostatica: "H .JDBGCHDI F: 5 @IC -// HC ?HDH8 9DH<G :55: : :5 EDHEEH JC EI=H @ICCI <GF@H;JGFJ A>?ID<JBJHCJ JF BGF@J;JGFJ AJA=JB4I JFEDG@>BIF@G J EI=J @J JFEIDH;JGFI JFID;JHCI I BJFI=HEJBH @IC AJAEI=H EIDDIFG8AED>EE>DH8ICI7H;JGFI( l’azione del sisma si traduce in accelerazioni nel sottosuolo (effetto cinematico, Khk ) e nella fondazione, per l’azione delle forze d’inerzia generate nella struttura in elevazione (effetto inerziale, Khi ). "H .JDBGCHDI &>JF@J @JAEJF9>I @>I BGI<<JBJIFEJ AJA=JBJ GDJ;;GFEHCJ I @I<JFJABI JF <>F;JGFI @J BG8 AH BHCBGCHDCJ( Khi BG=I DH??GDEG # ' I CI9H Khk HJ 7HCGDJ @J FGD=HEJ7H A?IBJ<JBHEJ ?ID J ?IF@JJ I &>JF@J HC BGI<<JBJIFEI @J DIH;JGFI GDJ;;GFEHCI @IC EIDDIFG kh B4I H A>H 7GCEH @J?IF@I @H A #BGI<<J8 BJIFEI @J DJ@>;JGFI @ICC0HBBICIDH;JGFI =HAAJ=H HEEIAH HC AJEG ?ID J ?IF@JJ' I @H H=H #HBBICIDH8 ;JGFI GDJ;;GFEHCI =HAAJ=H HEEIAH HC A>GCG':

"H .JDBGCHDI ?DGAI9>I <GDFIF@G JF@JBH;JGFJ A>J ?HDH=IEDJ @H =G@J<JBHDI FIC BHCBGCG @IC BHDJBG CJ=JEI #?HDH9DH<G :55: : :5': Metodo di Cascone J1CJG9DH<JBH=IFEI6 JC =IEG@G B4I ?J AJ H77JBJ8 FH H &>HFEG @IABDJEEG FICCH .JDBGCHDI &>ICCG @J .HABGFI B4I IA?CJBJEH @>I <HEEGDJ BGDDIEEJ7J @H H??CJBHDI HC BGI<<JBJIFEI * @J BH?HBJE+ ?GDEHF8 EI AEHEJBG: effetto cinematico effetto inerziale

Tabella 1 - Coefficienti parziali R per le verifiche agli stati limite ultimi STR e GEO di muri di sostegno (tab. 6.5.I NTC2008) VeriďŹ ca

CoefďŹ ciente parziale (R1)

CoefďŹ ciente parziale (R2)

CoefďŹ ciente parziale (R3)

.H?HBJE+ ?GDEHFEI @ICCH <GF@H;JGFI

2 $ 5:/

2 $ 5:/

2 $ 5:

BGDDJ=IFEG

2 $ 5:/

2 $ 5:/

2 $ 5:5

2IAJAEIF;H @IC EIDDIFG H 7HCCI

2 $ 5:/

2 $ 5:/

2 $ 5:

Tabella 2 - Coefficienti parziali R per le verifiche agli stati limite ultimi di fondazioni superficiali (tab. 6.4.I NTC2008) VeriďŹ ca .H?HBJE+ ?GDEHFEI BGDDJ=IFEG

CoefďŹ ciente parziale (R1) 2 $ 5:/

CoefďŹ ciente parziale (R2) 2 $ 5:

CoefďŹ ciente parziale (R3) 2 $ -:

2 $ 5:/

2 $ 5:5

2 $ 5:5

Altri metodi di calcolo della capacitĂ portante di fondazioni dirette in condizioni sismiche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etodo di Paolucci e Pecker 3C =IEG@G EJIFI BGFEG @I9CJ I<<IEEJ BJFI=HEJBG I JFID;JHCI >AHF@G >F H??DGBBJG BJFI=HEJBG #FG8 EG BG=I yield design theory' I BGFAJ@IDH CH BH8 ?HBJE+ ?GDEHFEI JF BH=?G AJA=JBG ?DG@GEEG @IC 7HCGDI JF BH=?G AEHEJBG I @J EDI BGI<<JBJIFEJ <>F8 ;JGFI @HC BHDJBG GDJ;;GFEHCI @IDJ7HFEI @HCCH AG8 7DHAED>EE>DH6 @HCC0JFID;JH @IC EIDDIFG I @HCC0IB8 BIFEDJBJE+ @IC BHDJBG:

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J9>DH 5( Dati iniziali per il dimensionamento della fondazione nel caso in esame.

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J9>DH -( Variazione della larghezza B della fondazione e del coefficiente di sicurezza FS in funzione del metodo adottato nei due approcci considerati.

Esempio numerico 3F &>IAEG ?HDH9DH<G 7JIFI H<<DGFEHEG >F BHAG @J ?DHEJBH ?DG9IEE>HCI JFIDIFEI JC @J=IFAJGFH=IFEG @ICCH <GF@H;JGFI @JDIEEH @ICCH A?HCCH @J >F AGEEG8 ?HAAG6 BGF<DGFEHF@G J =IEG@J ?DIBI@IFEI=IFEI

J9>DH ( Confronto dei risultati ottenuti dall’applicazione dei vari metodi nei due approcci considerati per la determinazione della larghezza B della fondazione dell’esempio in esame.

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J;?CH , Costi relativi ad interventi finanziati a valle di eventi di dissesto idrogeologico e terremoti nel periodo 19442012. Fonte: Rapporto “Terra e sviluppo. Decalogo della Terra 2010 – Rapporto sullo stato del territorio italiano” (Consiglio Nazionale Geologi in collaborazione con CRESME integrati con dati provenienti dal Dipartimento della Protezione Civile e dal MATTM).

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J;?CH + Numero di interventi totali confrontato con il numero di interventi ultimati per anno periodo (1999-2014) – ReNDiS (Repertorio Nazionale degli interventi per la Difesa del Suolo)

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

Un po’ di storia 9PK 23 2 @QPMP IHJQLLN QK EJQCN KQ;JN GOK LQLNKN !Ingenieurbiologie! / JFPGPMPJ. QMPJPMLP K7QMDP> DMPJQO MOLFJOKQILQHOA "FLLO@QO MFCPJNIP INMN DQ# KP PIEPJQPMBP P KP OEEKQHOBQNMQ QM 0PMLJN 5FJNEO O EOJLQJP GOK 23 ? DJOBQP O @OJQ OFLNJQ? QM EOJLQHNKOJP K7OFILJQOHN A &A %H:QPH:LKA -OK 23 1 IQ OIIQILP OKKO IQILPCOLQHO OEEKQHOBQN> MP GPKKP LPHMQH:P GQ =A9A MPK 0PMLJN 5FJNEO QM LFLLQ Q IPLLNJQ GPK LPJJQLNJQN P QM<JOILJFLLFJOKQA

)6-=95 -5*4= =9*5*956= -5448 ,6)(=90=8 -= 6)&8


'QDFJO 2 Tipiche opere romane riferibili all’ingegneria naturalistica

"OKPP GQ IOKQHP Taleae sesquipedales terreno inmersae paulum obruuntur 0NKFCPKKO -P 6P 6FILQHO =(? 1A2> NKKP PJ;NIP O IPCEKQHQ <QKP %ingulis ordinibus cespitum - 0PIOJP -P PKKN *OKKQHN ? 2 (QCQMOLP 0ontexa viminibus membra 0PIOJP -P PKKN *OKKQHN ? 2 *JOLQHHQOLP GQ JQ@PILQCPMLN GPKKP LNJJQ (iminea loricula - 0PIOJP -P PKKN *OKKQHN ? 3 -JPMODDQ LPHMQHQ? <OIHQMOLP GJPMOMLQ Si lapis non erit, perticis saligneis viridibus controversus conlatis consternito; si pertica non erit, sarmentis conligatis - 0OLNMP -P 8DJQHNKLFJO?

'QDFJO $ Sistemazione con graticciate alte viventi di un tronco del Torrente Bourget in Francia disposte come soglie a valle di briglie in muratura. Anche qui le tipologie impiegate dipesero dalla funzione assegnata ai manufatti

)6-=95 -5*4= =9*5*956= -5448 ,6)(=90=8 -= 6)&8


GPK 23 KO EF;;KQHOBQNMP GPK EJQCN COMFOKP QM LPGPIHN !Sicherungsarbeiten im Landschaftsbau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esellschaft für Ingenieurbiologie! /%NHQPL# EPJ K7=M> DPDMPJQO QNKNDQHO.? H:P IOJ# EJNCNLJQHP? O EOJLQJP GOK 23 ? GQ MFCPJNIQ HNMDJPIIQ PG PIHFJIQNMQ LPHMQH:P IFKK7=A9A 8 EOJLQJP GOK 23 QMQBQO OMH:P MPK JPILN GPKK7=> LOKQO K7PIPHFBQNMP GQ QMLPJ@PMLQ QM HO@P P ILJOGP /%OFKQ.? QM BNMO CNMLOMO /,JN@QMHQO 8FLNMNCO GQ "JPMLN > 0OJ;NMOJQ P &PBBOMNLLP. P QMQBQOMN OMH:P IQILPCOLQH:P EF;;KQHOBQNMQ IFK LPCO GPKK7=A9A /'KNJQMPL:? %OFKQ? QEOJ? 88A ((A. 9PK 23 3 @QPMP <NMGOLN QM %@QBBPJO QK !Verein für Ingenieurbiologie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ngenieurbiologie A FOKQ OLLQ@QL# EJNCNIIP GOKK78=,=9 GOK 2331 IQ IFIIPDFNMN MPK LPCEN MFCPJNIQ 0NMDJPIIQ 9O> BQNMOKQ P =MLPJMOBQNMOKQ? NJ I:NE? IPCQMOJQ PG PIHFJIQNMQ LPHMQH:P DFQGOLP OG NEPJP PIPDFQLP P HOMLQPJQA (PMDNMN O@@QOLQ Q EJQCQ HNJIQ HNM HOMLQPJQ GQGOLLQHQ LPNJQHQ>EJOLQHQA 8 EOJLQJP GOK 2331 OMH:P KO KPDQIKOBQNMP IQ OGP> DFO OKKO MN@QL# JOEEJPIPMLOLO GOKK7=A9A P MPKKO 4PDDP M 21$ GPK $ CODDQN 2331 EPJ KO (OKLPKKQ> MO OKK7OJLA @QPMP HQLOLN EPJ KO EJQCO @NKLO K7QC> EQPDN GPKKP LPHMQH:P GQ !;QNQMDPDMPJQO A -OK 233 QMQBQOMN OG PIIPJP OEEJN@OLP MNJCOLQ@P P GQJPLLQ@P JPDQNMOKQ HNMHPJMPMLQ Q HJQLPJQ EJNDPL> LFOKQ EPJ K7OLLFOBQNMP GPDKQ QMLPJ@PMLQ GQ GQ<PIO GPK IFNKN HNM LPHMQH:P GQ =MDPDMPJQO 9OLFJOKQ> ILQHOA *Q# GOK 233 INMN JPGOLLQ Q EJQCQ COMFOKQ LPHMQ> HQ GQ =MDPDMPJQO 9OLFJOKQILQHO? <JFLLN GPKKO HNKKO> ;NJOBQNMP GQ MFCPJNIQ EJN<PIIQNMQILQ P GPKKP 6P>

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ederacion de Ingenieria del Paisaje! H:P NJDOMQBBO @OJQ HNMDJPIIQ P EF;;KQHOBQNMQ IFK LPCO GPKK7=A9A 9PK 233 O (QPMMO @QPMP HNILQLFQLO KO !'PGPJO> BQNMP 5FJNEPO EPJ K7=MDPDMPJQO 9OLFJOKQILQHO /5'= .? KO +FOKP JOHHNDKQP LFLLP KP OIINHQOBQNMQ PFJNEPP H:P IQ NHHFEOMN GQ QMDPDMPJQO MOLFJO> KQILQHO? GQ@PMLOMGN EFMLN GQ QMHNMLJN P HNM<JNMLN EPJ MFCPJNIQ EJN<PIIQNMQILQ PFJNEPQ PG P LJOPF> JNEPQ GPKKO COLPJQOA INKN MPK 233 H:P @QPMP <NMGOLO O (QPMMO KO Österreichischer Ingenieurbiologischer Verein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

)6-=95 -5*4= =9*5*956= -5448 ,6)(=90=8 -= 6)&8


DQN HNM LPHMQH:P GQ QMDPDMPJQO MOLFJOKQILQHO? O HFJO GQ =%,68 P 08"8, /0NNJGQMOCPMLN GPKKP 8IINHQOBQNMQ "PHMQHN>IHQPMLQ<QH:P EPJ K78C;QPM> LP P QK ,OPIODDQN.A %Q IFIIPDFNMN GOK $121 OG NDDQ? QM =LOKQO HNCP GPK JPILN QM 5FJNEO? MFCPJNIQ HNM@PDMQ? HNJIQ? HOMLQPJQ GQGOLLQHQ? KQ;JQ? COMFOKQ? OJLQHNKQ IHQPMLQ<Q> HQ P LPHMQHQ IFKKO GQIHQEKQMO GPKK7=MDPDMPJQO 9O> LFJOKQILQHOA %Q ENLPMBQO QK EJNDJOCCO GQ OLLQ@QL# GQ CNMQLN> JODDQN P JQHPJHO /EJNDPLLN !Vis Vitalis .? P IQ <NJ> CFKOMN EJNLNHNKKQ LPHMQHQ GQ HPMIQCPMLN P @OKF> LOBQNMP GPDKQ QMLPJ@PMLQ GQ QMDPDMPJQO MOLFJOKQ> ILQHO P GQ CQLQDOBQNMP P HNCEPMIOBQNMP OC> ;QPMLOKPA

Le tecniche di ingegneria naturalistica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

3

'QDFJO Idroseminatrice su scarpata ad Atina (FR) (aprile 2002)

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

â– Interventi stabilizzanti

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

â– Interventi antierosivi di rivestimento

0NMIQILNMN MPKKO EJNLPBQNMP IFEPJ<QHQOKP GPK IFNKN GOKK7OBQNMP PJNIQ@O GPDKQ ODPMLQ OLCNI<PJQ>

)6-=95 -5*4= =9*5*956= -5448 ,6)(=90=8 -= 6)&8

'QDFJO Gradonate vive su versante in Loc. S. Caterina Val Canale (UD)


1

'QDFJO Gradonate vive, canaletta con graticciata presso metanodotto Malborghetto-Bordano (UD) (2002)

'QDFJO Palificata viva su versante Colle Melfa (FR) (marzo 2001)

'QDFJO Gradonate vive, canaletta con graticciata presso metanodotto Malborghetto–Bordano (UD), quattro anni dopo (2006)

'QDFJO 3 Interventi come da foto precedente a distanza di un anno (maggio 2002)

'QDFJO Dune protette da schermi frangivento lineari alla foce del Coghinas (2005)

'QDFJO 21 Grata viva a Cadibona (SV), lungo la linea FS Genova-Torino (1994)

)6-=95 -5*4= =9*5*956= -5448 ,6)(=90=8 -= 6)&8


)0 *0%(/ (2 1) 3/-2,2++1,2 *0/ .2 ,1)3*3 (/ +-,1-0 )3 -2,,2/0 1. %1++3%0 )3 % )3 ',0!0/)3-

â– Interventi combinati di consolidamento

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Quaderno

IL VALORE CAUZIONALE NELLE VALUTAZIONI DEGLI IMMOBILI PER LA CONCESSIONE DEL CREDITO a cura di 4C82 2 4H<<FAGHDDE commissione 1>BG;E G;;E5GDGFAH visto da: 4C82 2 HBBG 4C82 2 $=AFBEDE 4C82 2 $G;F

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Il valore cauzionale 1) definizione CH?H>>FAGE EAF AG<EABFAH DF @H(CG:GECH =CFCG7 ;H;HCBH F??HBBFBF @HD 9FDEAH ?F=:GECFDH6 ?E> ?E;H H;HA8H @F8DG =DBG;G F88GEACF;HCBG @H8DG >BFC@FA@ GCBHACF:GECFDG GC ;FBHAGF @G 9FD=BF:GECG G;;E5GDGFAG 4 International Valuation Standards H@ 1 European Valuation Standards H AG<AH>F GCBH8AFD;HCBH CH8DG >BFC@FA@ CF:GECFDG HDF5EAFBG @F H?CE5EA>F <HA GD ;HA?F7 BE GBFDGFCE 2 FDH @H(CG:GECH #6 @G /FBBE6 '=HDDF ?ECBHC=BF CHDDF *GAHBBG9F -.. $1 ?3H6 AG7 8=FA@E FD 9FDEAH ?F=:GECFDH6 G9G @HCE;GCFBE valore del credito ipotecario6 ?E> >G H><AG;H Per ÂŤvalore del credito ipotecarioÂť si intende il valore dell’immobile quale determinato in base ad un prudente apprezzamento della futura negoziabilitĂ dell’immobile stesso, tenuto conto degli aspetti durevoli a lungo termine dell’immobile, delle condizioni normali e locali del mercato, dell’uso corrente dell’immobile e dei suoi appropriati usi alternativi. Nella stima del valore del credito ipotecario non possono intervenire considerazioni di carattere speculativo. Il valore del credito ipotecario è documentato in modo chiaro e trasparente. =BGDH F '=H>BE <=CBE AG<AE<EAAH6 FC?EA?3 5HC CEBF FG BH?CG?G 9FD=BFBEAG6 DF @H(CG:GECH @G 9FDEAH @G ;HA?FBE6 FD (CH @G <EBHA ;H8DGE F<<AH::FAH DH <FABG?EDFAGB ?3H ?ECBAF@@G>BGC8=ECE GD 9FDEAH ?F=:GECFDH H ?3H >ECE E88HBBE @HD <FAF8AF/E

G8=AF ) Bruxelles, la sede del Parlamento Europeo

?3H >H8=H2 +F @H(CG:GECH @G 9FDEAH @G ;HA?FBE >H?EC@E 8DG >BFC@FA@ GCBHACF:GECFDG # DF >H8=HCBH Il valore di mercato è l’ammontare stimato per il quale un determinato immobile può essere compravenduto alla data della valutazione tra un acquirente e un venditore, essendo entrambi i soggetti non condizionati, indipendenti e con interessi opposti, dopo un’adeguata attivitĂ di marketing durante la quale entrambe le parti hanno agito con eguale capacitĂ , con prudenza e senza alcuna costrizione.

2) caratteristiche G;<EABFCBH6 FG (CG @HDDF /EA;=DF:GECH @G =C0G<E7 BH>G @G <AE?H@G;HCBE 9FD=BFBG9E6 H9G@HC:GFAH DH <AGC?G<FDG ?FAFBBHAG>BG?3H @HD 9FDEAH ?F=:GECFDH2 HA /FA ?G >ECE @0F=>GDGE G ?3GFAG;HCBG H DH <AH7 ?G>F:GECG GC ;HAGBE ?ECBHC=BH GC B=BBG G BH>BG (C '=G ?GBFBG6 ?3H <HA ?E;E@GB @0=>E 9HC8ECE AGH7 <GDE8FBH '=G @G >H8=GBE6 AG;FC@FC@E FDDF 5G5DGE7 8AF(F <HA 8DG H9HCB=FDG F<<AE/EC@G;HCBG2 +H <AGC?G<FDG ?FAFBBHAG>BG?3H @F H9G@HC:GFAH >E7 CE DH >H8=HCBG GD 9FDEAH ?F=:GECFDH # @G9HA>E @FD 9FDEAH @G ;HA?FBE GD 9FDEAH ?F=:GECFDH # 5F>FBE >=D 9FDEAH @G ;HA?FBE ;F CEC <= H>>HAH @H@EBBE @F '=H>BE ;H@GFCBH =CF >H;<DG?H @H?=ABF:GE7 CH <HA?HCB=FDH GD 9FDEAH ?F=:GECFDH CEC <= /EC@FA>G >=DDH '=EBF:GECG G;;E5GDGFAG BF5HDDFAG H >=G <AH::G @G DG>BGCE @HDDH G;<AH>H H @HDDH F8HC:GH @G GC7 BHA;H@GF:GECH

Figura 2: Gli standard di valutazione internazionali pubblicati dal IVSC – International Valuation Standard Council nel 2013

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Figura 3: Gli standard di valutazione europei pubblicati dal TEGoVA – The European Group of Valuers’ Associations nel 2012


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Figura 4: Gli standard di valutazione italiani pubblicati da Tecnoborsa nel 2011

DH 9GHCH =>FBE D0F?AECG;E + esistono notevoli differenze tra il valore di mercato e il MLV: il primo è riconosciuto a livello internazionale ai fini della determinazione del valore di un immobile in un momento determinato. Il valore di mercato stima il prezzo che si può ottenere per un immobile alla data di valutazione, a prescindere dal fatto che tale valore possa variare molto rapidamente e non essere piĂš valido. Al contrario, lo scopo del MLV è fornire un valore sostenibile a lungo termine, che consideri l’adeguatezza di un immobile a essere usato come garanzia per un prestito ipotecario, indipendentemente dalle future fluttuazioni del mercato e su una base piĂš stabile. Il MLV indica un importo di solito inferiore al valore di mercato e quindi in grado di assorbire le fluttuazioni a breve termine, allo stesso tempo rispecchiandone con precisione il trend a lungo termine di fondo. *F '=FCBE >E<AF >G @H@=?H ?3H6 <HA GD ?FD?EDE @HD 9FDEAH ?F=:GECFDH6 # CH?H>>FAGE @G><EAAH @G =CF ?ECE>?HC:F @HDDH 9FAGF:GECG @HD ;HA?FBE G;;E5GDGFAH @HD >H8;HCBE ?=G F<<FABGHCH D0G;7 ;E5GDH @F <EAAH GC 8FAFC:GF ?3H <HA;HBBF @G GC7 @G9G@=FAH =CF BHC@HC:F @G D=C8E <HAGE@E2 4D >H?EC@E <=CBE @F F<<AE/EC@GAH AG8=FA@F G ;HBE@G @G 9FD=BF:GECH @F =BGDG::FAH <HA GD ?FD?EDE @HD 9FDEAH ?F=:GECFDH6 ?3H AG>=DBFCE H>>HAH (8DG @HG BAH F<<AE??G BAF@G:GECFDG GD market approach E F<<AE??GE @HD ;HA?FBE D0income approach E F<<AE??GE AH@@GB=FDH

Figura 5: Grafico dell’andamento dell’IPAB – Indice dei Prezzi delle Abitazioni per il periodo 2011 – 2014 redatto dall’ISTAT su base nazionale

Figura 6: Linee guida per la valutazione degli immobili ai fini della concessione del credito redatte dall’ABI – Associazione Bancaria Italiana

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GD cost approach E F<<AE??GE @HD ?E>BE2 4C <FABG?EDFAH6 <HA D0F<<AE??GE @HD ;HA?FBE # AG7 <EABFBE GD ;HBE@E @HDDF ?E;<FAF:GECH2 EG?3

FDD0GCBHACE @HD ;HBE@E @HDDF ?E;<FAF:GECH GD <AE?H@G;HCBE EA;FG =CFCG;H;HCBH AG?ECE>?G=7 BE ?E;H ?EC/EA;H F8DG >BFC@FA@ GCBHACF:GECFDG # GD $, Market Comparison Approach6 CH ?EC>H8=H ?3H GD 9FDEAH ?F=:GECFDH <= H>>HAH ?FD?EDFBE ?EC GD $,2 4D BHA:E <=CBE @F F<<AE/EC@GAH AG8=FA@F =CF @G7 >F;GCF @H8DG F><HBBG @=AH9EDG F D=C8E BHA;GCH @HDD0G;;E5GDH @HG '=FDG 9F BHC=BE ?ECBE2 H9G@HCBH ?3H GD <AG;E F><HBBE @F ?EC>G@HAFAH # '=HDDE @HDDF @H>BGCF:GECH @0=>E2 , BFDH <AE<E7 >GBE G BH>BG ?GBFBG >ECE =CFCG;G CHD AGBHCHAH ?3H D0G;;E5GDH 9F@F ?EC>G@HAFBE CHDDF @H>BGCF:GECH @0=>E FBB=FDH6 >FD9E G ?F>G @G =CF G<EBH>G ?HABF H@ G;;GCHCBH @G 7 High and Best Use6 H >FD9E GD ?F>E @G =C BHAAHCE H@G(?F5GDH6 <HA GD '=FDH D0 # GCBAGC>H?E FD >=E @H>BGCE2 C >H?EC@E F><HBBE @F ?EC>G@HAFAH # '=HDDE @HDD0E5>EDH>?HC:F ?3H H9G@HCBH;HCBH6 >=D D=C7 8E <HAGE@E6 # GC 8AF@E @G /FA 9FAGFAH >HC>G5GD7 ;HCBH GD 9FDEAH @G 9HC@GBF @HDD0G;;E5GDH2 C BHA:E F><HBBE @F ?EC>G@HAFAH # '=HDDE @HDDF ?F<F?GB @G AH@@GBE6 ?3H @H9H H>>HAH E88HBBE @G =CF <A=@HCBH 9FD=BF:GECH6 <AHC@HC@E F AG/HAG7 ;HCBE GD AHFDH ?FCECH @G ;HA?FBE AGBAFG5GDH >H;<AH >=D D=C8E <HAGE@E <G=BBE>BE ?3H GD ?F7 CECH H//HBBG9F;HCBH GC H>>HAH6 CEC?3 D0H9HC7 B=FDH F/(@F5GDGB @HD DE?FBEAH2

Conclusioni G8=AF Schema grafico dell’MCA – Market Comparison Approach

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IN VISTA DEL SEMINARIO NAZIONALE SUL PARCO TECNOLOGICO: APPROFONDIMENTI TECNICI CHE SI AUSPICA VENGANO ILLUSTRATI IN QUELLA SEDE

a cura di commissione

Questo articolo riporta alcuni elementi conoscitivi e riflessioni elaborate all’interno della Commissione Gestione Impianti Nucleari dell’Ordine degli Ingegneri della Provincia di Roma sul deposito nazionale per rifiuti radioattivi. Pur essendo presenti, all’interno della Commissione, professionalitĂ e informazioni tali da disporre di un quadro abbastanza completo sulla situazione attuale, si è ritenuto utile presentare, in una forma per quanto possibile scevra da tecnicismi, alcune questioni che, per il particolare rilievo, si ritiene meritino un adeguato approfondimento nel corso del seminario nazionale


Introduzione 6 " S !T!!

!T # " # #

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Approfondimenti attesi # " "S " # T8 "

# # !" # T O " # " ! " # !# # " !# # # ! ! " " #!L " "!" # " #" SS"S # # # ! "S " # # " !"! !# # # # ! " " K#RR#Q T

# R # ! MT# ! T ! H " N "! " " R " MT" #Q ! # " R" SS" # # " Q H " "!" " T # # @diffuse e capillari campagne di informazione e comunicazione alla popolazione in ordine alle attivitĂ da essa svolte? I# T #!! # # N " # R # ! # # " ! "T "Q !T!! T8 # # # !"! R L #S "! F 8 # " " T # "! #MT P ! " T " T N # !# "!T "S # # R#!! # " P !L S #!! " # MT" O # RR#!! !# S T8 " # # T "R # # "!! " #PP#Q MT Q MT" ! " T! # # # # "

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J K KK I JC JG

5D


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T!! ! " ! "! # # T

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â– Norme di riferimento

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" # !# MT# # # # # " " T " "!# " 6 # # " !! #" # # MT# ! # # # # # ! H " "!! # "T ! Q MT" ! # # "S # " " #!! MT" "

# T " C Q " !#S # N "Q # " " RT" #Q " # "P !L #Q # #R " # !"S #R # ! " # # # R" SS"S ! !# ! "

â– Istituzioni ed enti coinvolti

G !# # T

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" T T #" SS"! # " T

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A A A A A

A B ) 7JK CJKC G 7 J 7J 7 K 1 , K J1

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" ! "R " "! " " !!L # ! C# R"!" ; "< R ! & G # G"RR 컄

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a cura di )H<4CI IA?CIDDI GBBG ?F<<IAAIFEH -13E:H:EHCH >HC IB EF >CF8ID $ .I?H<4CH $#%

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approfondimenti

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RUOLI E RESPONSABILITÀ NELL’AMBITO DEI CONTRATTI DI NOLEGGIO ATTREZZATURE: IL DIVERSO REGIME DI TUTELA NEI CASI DI NOLO A FREDDO E DI NOLO A CALDO a cura di 4C:7 7 %IBBH, Ing. L.C. Chiarenza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(7 &=IDDF @ID CFDI::HGEFBI ?8I :GBGCEHA?I A=DDG AH?=BI;;G @ID <I;;F I @F9B G7 F22BHBI A=D <IB?GEF <G??8HCGBH I@ GEEBI;6 ;GE=BG G CFB<G G@I:=GEG<ICEI ?FCEBFD6 DGEG I 9IBH2H?GEG !GBE7 * @ID /7.:A7 ( ) 17 F>IBGBI ?FC ?FCEBGEEH @H CFDI::HF ?F<6 >DIEH I EBGA>GBICEH I 2FBCHBI GD %DHICEI DG @F?=<ICEG;HFCI EI?CH?G ?8I GEEIAEH ?8I DI GEEBI;;GE=BI AHGCF ?FC2FB<H GH BI&=HAHEH @H AH?=BI;;G @H ?=H GDD3+DDI:GEF !GBE7 * @ID /7.:A7 ( ) I A7<7H7 ?7 G?&=HAHBI I ?FCAIB9GBI5 >IB E=EEG DG @=6 BGEG @ID ?FCEBGEEF5 =CG @H?8HGBG;HFCI @ID @GEFBI @H DG9FBF ?8I BH>FBEH D3HC@H?G;HFCI @ID DG9FBGEFBI F @IH DG9FBGEFBH HC?GBH?GEH @ID DFBF =AF5 H &=GDH @I9FCF IAAIBI 2FB6 <GEH HC 1GAI GDD3GBE7 @ID /7.:A7 ( ) I A7<7H7 *7 &=IDDF @ID @GEFBI @H DG9FBF =EHDH;;GEFBI5 ?8I @H?8HGBG H AF::IEEH5 G@I:=GEG<ICEI 2FB<GEH5 ?8I =EHDH;;IBGCCF HD <I;;F I ?8I @F9B G7 ?=BGBI HC <F@F G@I:=GEF DG 2FB<G;HFCI @ID >BF>BHF >IBAFCGDI HC BIDG;HFCI GDD3=EH6 DH;;F @H E=EEH H <G??8HCGBH =EHDH;;GEH !GBEE7 * I @ID /7.:A7 ( ) 17 2FBCHBI GD CFDI::HGEFBI DG @F?=<ICEG;HF6 CI BH?8HIAEG @GDDG CFB<GEH9G HC <F@F ?F<>DIEF I@ G::HFBCGEF7 %FCAH@IBGC@F D3F11DH:F :ICIBGDI @ID @GEFBI @H DG9FBF @H 2FB<GBI H DG9FBGEFBH =EHDH;;GEFBH @H GE6 EBI;;GE=BI5 HC >GBEH?FDGB <F@F AI AH EBGEEG @H GE6 EBI;;GE=BI >GBEH?FDGBH5 BHA=DEG I9H@ICEI D3H<>FB6 EGC;G @H &=IAEH F11DH:8H GDDG D=?I @ID 2GEEF ?8I A>IAAF AH EBGEEG @H GEEBI;;GE=BI ?F<>DIAAI ?8I BH?8HI@FCF =CG 2FB<G;HFCI >GBEH?FDGBI I @IDDG ?HB?FAEGC;G ?8I H CFDI::HGEFBH5 >IB E=EIDGBAH CID ?GAF @H CFDI::HF AIC;G F>IBGEFBI5 ?8HI@IBGCCF GH @GEFBH @H DG9FBF I9H@IC;G @IDD3G99IC=EG 2FB6 <G;HFCI @IH DG9FBGEFBH GH AICAH @IDD3+??FB@F %FC2IBIC;G EGEF ,I:HFCH @ID ** )* *)(*7

IC @H9IBAF HD ?GAF @ID nolo a caldo5 CID &=GD ?GAF CFB<GD<ICEI D3F>IBGEFBI @I@HEF IA?D=AH6 9G<ICEI G 2GB 2=C;HFCGBI DG <G??8HCG "CFDGEG# BH<GCIC@F D3GEEH9HE :IAEHEG @GDD3H<>BIAG ?8I 8G BH?8HIAEF HD CFDF7 4C EGDI 2GEEHA>I?HI CFC AH >= BH6 EICIBI GEEH9HE HC G>>GDEF F A=1G>>GDEF7 FDG6 <ICEI CID ?GAF CID ?GAF HC ?=H AH G11HG IBF:G6 ;HFCI @H =C AIB9H;HF ?FC >BF>BHG FB:GCH;;G;HFCI I :IAEHFCI G=EFCF<G5 GAA=<IC@FAH HD BHA?8HF @3H<>BIAG I AIC;G @HBIEEH HCEIB9ICEH @HA>FAHEH9H I @H ?FCEBFDDF AH >GBDIB @H G>>GDEF F A=1G>>GDEF !I@ I9IHC@ICEI CFC @H CFDF G ?GDAF 7 + EGDI BH6 :=GB@F AH BH>FBEGCF 9GBH >GBIBH I AICEIC;I ,4

-+.0 -' +,+ !( +, ' *)) "4C EI<G @H @HAEHC;HFCI EBG G>>GDEF I AF<<H6 CHAEBG;HFCI @H <GCF@F>IBG5 BH?FBBI DG >BH<G 2GEEHA>I?HI &=GDFBG D3G>>GDEGEFBI6AF<<HCH6 AEBGEFBI CFC AH AHG DH<HEGEF G 2FBCHBI HD >BF>BHF >IBAFCGDI &=GDH2H?GEF5 <IEEIC@FDF G @HA>FAH6

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;HFCI @ID ?F<<HEEICEI =EHDH;;GEFBI5 <G G11HG IBF:GEF HD AIB9H;HF ?FC >BF>BHG FB:GCH;;G;HF6 CI I :IAEHFCI G=EFCF<G5 GAA=<IC@FAH HD BH6 A?8HF @3H<>BIAG I AIC;G @HBIEEH HCEIB9ICEH @H6 A>FAHEH9H I @H ?FCEBFDDF @ID ?F<<HEEICEI +,0,0 /0..+ ,' 4-%4+ /4 0,'-+ “nolo a caldo è un contratto di locazione a cui si aggiunge una prestazione d’opera: insomma l’impresa che noleggi le macchine mette a disposizione anche il personale in grado di usarle, farle funzionare correttamente# +-%0 “Ha sempre sostenuto l’esclusione di tali contratti dall’ambito operativo dell’inversione contabile, in considerazione del fatto che il contratto di “nolo a caldoâ€? si configura come una prestazione di servizi, diversa dal contratto di appalto. Se il macchinario con il personale agisce sotto le direttive del direttore di cantiere dell’appaltatore siamo in presenza di un nolo a caldo viceversa, se abbiamo il noleggio, il personale ed anche l’obbligo di ottenere un certo risultato, siamo in presenza di sub appaltoâ€?; +$0- 4+ /0..0 0- ,+ 0 !?2B7 ,7 7*) 0*)) "se il prestatore è chiamato ad eseguire il servizio in qualitĂ di “mero esecutoreâ€? materiale delle direttive del committente, venendo a mancare uno degli elementi tipici del contratto d’appalto, ossia

l’autonomia organizzativa, il meccanismo del “reverse chargeâ€? non deve essere applicatoâ€?; %+ + 4'-0 0-+.0 !C7 *) @ID *)7) 7*)) “ ... solo noleggio del proprio mezzo guidato da un proprio dipendente trattasi, secondo la qualificazione eseguita dalla giurisprudenza di questa Corte, del c.d. Nolo a caldo che secondo la giurisprudenza di questa Corte (vedi per tutte Cass. Sent. 39913 del 2005) è costituito dalla concessione in uso di macchinari e la fornitura di personale specializzato per l’uso dello stesso. Ăˆ quindi un contratto innominato caratterizzato da una prestazione principale, avente ad oggetto la locazione o il c.d. noleggio di un macchinario e da una accessoria rappresentata dall’attivitĂ del soggetto addetto. Tale contratto, qualora i lavori non superino una determinata percentuale, non comporta neppure la violazione del divieto di subappalto di cui alla Legge 13.09.1982, n. 646, art. 21#7 ,H?FB@HG<F GC?8I HD :H ?HEGEF HCEIB>IDDF >FAEF @GD "%FCAH:DHF -G;HFCGDI @IDD3'B@HCI @IH %FC6 A=DICEH @ID .G9FBF# GDDG /HBI;HFCI :ICIBGDI >IB D3+EEH9HE 4A>IEEH9G @ID HCHAEIBF @ID .G9FBF I @IDDI FDHEH?8I AF?HGDH !4CEIB>IDDF )* *)(* 5 HC <IBHEF GDDG ?FBBIEEG HCEIB>BIEG;HFCI @IDD3GBE7 5 ?F<<G * 5 @ID /7.7 C7 ** *)) !?FC97 @G .7 C7 * *)) 5 ?FC?IBCICEI DG BIA>FCAG1HDHE AFDH6

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@GDI @IDD3G>>GDEGEFBI I @I:DH I9ICE=GDH A=1G>6 >GDEGEFBH >IB HD 9IBAG<ICEF @IDDI BHEIC=EI 2HA?GDH I @IH ?FCEBH1=EH >BI9H@IC;HGDH I@ GAAH?=BGEH9H @IH @H>IC@ICEH H<>HI:GEH CIDD3IAI?=;HFCI @IH DG9FBH7 ,H?I9IC@F ?F<I BHA>FAEG � [omissi] - La giurisprudenza ha, inoltre, evidenziato quali siano gli elementi utili ai fini della qualificazione della fattispecie concreta in termini di nolo a caldo, nonchÊ la differenza esistente, a prescindere dal nomen iuris attribuito dalle parti al rapporto negoziale, tra quest’ultima e gli schemi contrattuali dell’appalto e del subappalto (artt. 1655 c.c. e ss.). Nello specifico, l’appaltatore e l’eventuale subappaltatore si obbligano nei confronti del committente al compimento di un’opera ovvero alla prestazione di un servizio, organizzando i mezzi di produzione e l’attività lavorativa per il raggiungimento di un risultato produttivo autonomo. Diversamente, nel nolo il locatore mette a disposizione solo il macchinario ed, eventualmente, l’addetto al suo utilizzo, senza alcuna ingerenza nella attività produttiva e nell’organizzazione aziendale del noleggiatore. La distinzione operata dalla giurisprudenza, sia pure ai fini della corretta applicazione delle tutele prevenzionistiche di cui al D.Lgs. n. 81/2008, trova conferma nelle disposizioni normative contenute nel D.Lgs. n. 163/2006, concernenti la disciplina regolatoria in materia di contratti pubblici. L’art. 118 del D.Lgs. citato contempla, infatti, uno specifico regime autorizzatorio per i contratti di subappalto in senso stretto, intesi quali contratti derivati in virtÚ dei quali l’appaltatore affida a terzi l’esecuzione, in tutto od in parte, del servizio assunto.

La disposizione prevede altresĂŹ, al comma 11, in relazione alle altre categorie di subcontratti – aventi ad oggetto attivitĂ ovunque espletate che richiedono l’impiego di manodopera, quali forniture con posa in opera e noli a caldo – l’applicazione della medesima disciplina autorizzatoria del subappalto se ricorrano determinati presupposti, ossia il contratto sia di importo superiore al 2% del valore delle prestazioni affidate o a 100.000 euro e l’incidenza del costo della manodopera e del personale sia superiore al 50% dell’importo del contratto da affidareâ€?. /G &=GCEF AF>BG I<IB:I ?8I DG @HA?H>DHCG HC <GEIBHG @H BIA>FCAG1HDHE "/+,'.+- - ,'-*)- -*)- +-!.). .++. ,! %. '-++ .##.+)/ - */* . -++. '-+ */+/ . $.+'/ !2IB<I BIAEGC@F 2FB<I >GEFDF:H?8I @H =EHDH;;F @H EGDI =DEH<F AEB=<ICEF ?FCEBGEE=GDI 5 AI11ICI CFC >FAAG AFEEG?IBAH =C H<>FBEGCEI HC@HBH;;F :H=BHA>B=@IC;HGDI 9FDEF G HCEIB>BIEGBI HD ?F<>DIAAH9F &=G@BF CFB<GEH9F CID AICAF @H =CG IAEICAHFCI &=GCEF >H G<>HG >FAAH1HDI @ID BI:H<I AFDH@GBHAEH?F HC BG:HFCI @H =CG <G::HFB E=EIDG >IB H DG9FBGEFBH HCEIBIAAGEH7 PiĂš in particolare si ricordano le argomentazioni sostenute dalla Corte di Cassazione con la sentenza n. 6208/2008 che non ha escluso la possibilitĂ di applicare la solidarietĂ nei rapporti tra un consorzio e imprese consorziate assegnatarie dei lavori sia pur in assenza di un vero e proprio contratto di subappalto. Nello specifico la Suprema Corte, nel richiamare l’art. 141, comma 4, D.P.R. n. 554/1999, in virtĂš del quale " ! !" " ! ! " ! "! " ! " " ! , ha affermato che l’intenzione del Legislatore, secondo un’interpretazione in chiave sistematica, non è stata quella di esclu-

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dere le speciali e necessarie tutele previste a favore dei lavoratori contemplate dalla disciplina civilistica dell’appalto ovvero del subappalto (cfr. art. 1676 c.c.). Da ciò sembrerebbe evincersi che, in tali ipotesi, sia comunque possibile applicare garanzie di carattere sostanziale a tutela della persona che lavora, prevalendo queste ultime sui profili afferenti alla qualificazione giuridica di tipo formale in merito alla natura del negozio di affidamento dei lavori. Sullo stesso tenore si segnala anche una successiva sentenza di merito secondo cui “la fattispecie del nolo a caldo e dell’appalto dei servizi possono essere assimilate, sussistendo la stessa ratio di tutela del lavoratore dipendente dell’impresa effettivamente operanteâ€? (Trib. Bologna, 22 novembre 2009). 0@ DG AEIAAG ex A.V.C.P. che nella DETERMINAZIONE n. 6/2003 del 27 febbraio 2003 " =16G22H@G<ICEH CFC &=GDH2H?G1HDH ?F<I A=1G>6 >GDEH5 GH AICAH @IDD3GBE7( 5 ?F<<G (*5 @IDDG DI:6 :I ( <GB;F ( )5 C7 6 G?FDE @H ?FCEBFDDF IAIB?HEG1HDH @GDDG AEG;HFCI G>>GDEGCEI# ?HEG “ [omissis] prima di esaminare la portata delle variazioni introdotte dalla legge n.166/02, appare opportuno richiamare il contenuto dell’art.18, comma 12, della legge n. 55/90 e s. m., laddove si chiarisce che “ " " " ! ! ! ! " " ! " " ! ! ! " " !

! ! ! ! " "! " "! " ! " ! " ! " ! ! " " , se singolarmente di importo superiore al 2 per cento dell’importo dei lavori affidati o di importo superiore a 100.000 ECU e qualora l’incidenza del costo della manodopera e del personale sia superiore al 50 per cento dell’importo del contratto da affidareâ€?. A questa disposizione si è ricollegato l’art.141, comma 5, del D.P.R. 21 dicembre 1999 n. 554, per precisare che “le attivitĂ ovunque espletate ai sensi dell’articolo 18, comma 12, della legge 19 marzo 1990, n. 55, sono quelle poste in essere nel cantiere cui si riferisce l’appaltoâ€?. Il testo del suddetto comma 12 si è tuttavia prestato alla seguente duplice interpretazione, per quanto concerne l’estensione dell’ambito applicativo: 1) qualsiasi sub-affidamento di valore contenuto entro le soglie (percentuali o in valore assoluto) indicate dalla legge n. 55/90 e s. m. non va considerato subappalto e non è quindi sottoposto al regime di autorizzazione; 2) i soli sub-affidamenti relativi a prestazioni non qualificabili come lavori sono sottratti alla disciplina che regola il subappalto, purchĂŠ di incidenza inferiore alle predette soglie. Nella prima delle due interpretazioni – che è risultata in questi anni ampiamente condivisa

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dalle stazioni appaltanti e dalle imprese appaltatrici – tutti i sub-contratti per i quali non sussisteva la concorrenza delle condizioni anzidette erano svincolati dalla disciplina autorizzatoria del subappalto, descritta nell’art.18, commi 3, 4, 6, 7, 8 e 9 della legge n. 55/90 e s. m., risultando unicamente necessario l’obbligo di comunicazione alla stazione appaltante, ai sensi dell’ultimo periodo del comma 12 del predetto articolo. Riferendosi invece alla seconda interpretazione, va richiamato qui quanto giĂ affermato da questa AutoritĂ nella determinazione n. 12/2001, laddove si specificava che mentre i commi da uno ad undici ed i commi tredici e quattordici dell’art.18 della legge n. 55/90 e s. m. “contengono le disposizioni da applicarsi per il subappalto delle prestazioni che sono qualificate come lavoriâ€?, il comma dodici “opera una definizione legale del subappaltoâ€?, estendendo le garanzie previste per i lavori a quei “sub-contratti relativi a prestazioni che non sono lavori ma prevedono l’impiego di mano d’opera, come quelli di fornitura con posa in opera e di nolo a caldoâ€?, nel caso in cui tali sub-contratti avessero assunto un’incidenza percentuale superiore a quella precisata nella norma ed un costo della mano d’opera, espletata in cantiere, superiore al 50% dell’importo del sub-contratto. Come appare evidente, fra le due interpretazioni possibili della norma in questione vi era spazio per una divergenza sostanziale, concernente l’estensione (o meno) della disciplina autorizzatoria al singolo subappalto di lavori, se di importo complessivo non superiore alle soglie percentuali indicate dalla legge. A fronte di questo possibile duplice quadro interpretativo, con l’entrata in vigore della legge n. 166/02 – pubblicata sul supplemento ordinario alla G.U. n.181 del 3 agosto 2002 – è intervenuta una significativa innovazione nella suddetta materia, stante il tenore dell’art.7, comma 3, che introduce una variazione all’art.18, comma 9 della legge n. 55/90 e s. m., sotto forma di aggiunta del seguente periodo: “Per i subappalti o cottimi di importo inferiore al 2 per cento dell’importo dei lavori affidati o di importo inferiore a 100.00 euro, i termini per il rilascio dell’autorizzazione da parte della stazione appaltanteâ€?. Va inoltre aggiunto che tale variazione non è stata accompagnata da alcuna modifica del successivo comma 12 del medesimo art.18, il quale sottrae alla definizione stessa di subappalto (e quindi al regime di autorizzazione) “qualsiasi contratto avente ad oggetto attivitĂ ovunque espletate che richiedono l’impiego di manodopera, quali le forniture con posa in opera e i noli a caldoâ€?, purchĂŠ di inci-

denza non superiore al 2 % dell’importo dei lavori affidati o – in valore assoluto – a 100.000 euro, oppure, qualora di incidenza superiore a tali soglie, il peso della mano d’opera sia non superiore al 50% dell’importo totale del contratto. Prescindendo dal congetturare eventuali antitesi contenute nel testo di legge o dall’invocare l’implicita abrogazione di una norma precedente, resa incompatibile per effetto di quella sopravvenuta, deve invece trarsi dalle considerazioni esposte un convincimento rafforzato circa la validitĂ di quanto ritenuto nella citata determinazione n. 12/2001, che è stato poi ulteriormente ribadito al punto N) della recente determinazione n. 27/2002, recante “Prime indicazioni sulla applicazione della legge 1 agosto 2002 n.166â€?. In quest’ultima pronuncia – rispondendo ad un quesito circa il rapporto fra i commi 9 e 12 della legge n. 55/90 e s. m., per effetto della disposizione inserita dall’art.7, comma 3, della legge n. 166/02 – è stato ribadito che il comma 12 riguarda i cosiddetti contratti similari (cioè quei sub-affidamenti relativi a prestazioni che non sono lavori ma prevedono l’impiego di mano d’opera, come nel caso della fornitura con posa in opera e dei noli a caldo), in relazione ai quali vengono stabilite le soglie economiche per considerarli equiparati ai subappalti di lavori ed assoggettarli – conseguentemente – alla medesima disciplina. Si è affermato perciò che “la nuova disciplina riguarda esclusivamente il subappalto o i cottimi relativi alle prestazioni da qualificarsi come lavori e, quindi, nessuna variazione è stata apportata alle disposizioni in materia dei cosiddetti contratti similariâ€?. In definitiva, per effetto dell’innovazione introdotta dal legislatore, l’unica interpretazione logica della norma in questione porta a ritenere – oltre ogni ragionevole dubbio – che ! ! ! ! ! " ! " ! " " " ! " " " " " ! " " " ! " " ! ! " ! ! ! ! " ! ! se non inteso come circoscritto

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all’abbreviazione dei tempi connessi agli adempimenti di competenza della stazione appaltante. Viceversa, stando all’interpretazione alternativa secondo cui – al di sotto di certi limiti economici – l’esecuzione di qualsivoglia subappalto viene sottratto alla preventiva autorizzazione, risulterebbero ancora piĂš fondate quelle perplessitĂ , frequentemente espresse in autorevoli commenti, circa il ! " " " ! " ! ! ! ! " " " " " " " ! " In base alle suddette considerazioni l’ultimo periodo del punto N) della determinazione n. 27/2002 va interpretato nel senso che incidono sul 30% dell’importo della categoria prevalente subappaltabile i lavori ancorchĂŠ di importo inferiore al 2% del contratto o a 100.000 euro nonchĂŠ i sub-affidamenti definiti contratti similari, cioè quelli di fornitura e posa in opera e quelli di nolo a caldo di importo superiore al 2% o – in valore assoluto – a 100.000 euro, e per i quali il costo della mano d’opera, espletata in cantiere, sia superiore al 50% dell’importo del sub-affidamento. [omissis] Infatti, l’insussistenza dell’obbligo di autorizzazione preventiva non può ovviamente intendersi come assenza di qualsiasi regola e quindi di potestĂ di controllo da parte degli organi dell’amministrazione, poichĂŠ – pur mancando specifiche indicazioni normative – deve comunque essere assicurato il rispetto dei

principi generali che regolamentano la materia, esistendo altresĂŹ specifici obblighi di legge in capo ai soggetti preposti alla conduzione dell’appalto, tali da configurare indirettamente dei limiti anche nel ricorso ai sub-contratti (inerenti le forniture con posa in opera ed i noli a caldo) non classificabili come subappalti. [omissis] In particolare, qualora ci si avvalesse piĂš volte di un identico nolo a caldo nell’ambito dello stesso appalto e tale circostanza non fosse giustificata da fatti oggettivamente verificabili (quali ad esempio la necessitĂ di eseguire la relativa lavorazione in fasi temporali nettamente distinte – come da previsioni del cronoprogramma allegato al contratto – o l’intervenuta approvazione di una perizia di variante che reintroduce, in un momento diverso e non prevedibile all’atto della consegna dei lavori, le condizioni per l’ulteriore ricorso ad un nolo a caldo di cui l’appaltatore si sia giĂ avvalso in precedenza), risulterebbe pienamente legittimo, se non addirittura doveroso, che l’amministrazione appaltante, attraverso i propri organi, richiedesse all’aggiudicatario di fornire adeguate motivazioni, accompagnate – se del caso – dalla produzione degli opportuni atti a corredo o dalla redazione di nuovi elaborati a modifica ed integrazione di quelli esistenti in precedenza. [omissis] Non è infatti ipotizzabile la fattispecie di un ufficio di direzione dei lavori impossibilitato ad esercitare i numerosi controlli che la leg-


ge gli assegna in ordine alla corretta esecuzione – quantitativa e qualitativa – dei lavori, al rispetto dei tempi preventivati, all’aggiornamento del cronoprogramma generale e particolareggiato, alla regolaritĂ della documentazione che testimonia il rispetto degli obblighi nei confronti dei lavoratori presenti in cantiere. Analogamente a quanto argomentato per la direzione dei lavori, non è pensabile la figura di un coordinatore per la sicurezza in fase di esecuzione che sia di fatto limitato nell’esercizio del delicato ruolo disegnato dal D.Lgs. 14 agosto 1996 n.494 e s.m., a causa della presenza di operatori diversi – per numero e per qualifica – da quelli previsti nel piano di sicurezza e coordinamento, il quale ultimo potrebbe a sua volta risentire, in misura variabile, dei mutamenti generati per effetto di scelte totalmente ‘autonome’ compiute dall’aggiudicatario. Dalle considerazioni svolte segue che: 1) omissis 2) omissis 3) omissis 4) per tutti i sub-affidamenti che non sono qualificabili subappalti ai sensi dell’art.18, comma 12, della legge 19 marzo 1990, n. 55 e s. m. (cioè per i contratti similari, aventi ad oggetto prestazioni di fornitura con posa in opera e noli a caldo, qualora non superino le soglie del 2% del contratto o a 100.000 euro o, qualora superiore a tali so-

glie, il costo delle mano d’opera espletata in cantiere sia inferiore al 50% dell’importo del subcontratto), pur in assenza di un obbligo di autorizzazione, deve comunque essere assicurato il rispetto dei principi generali che regolamentano la materia. ! " " " ! " ! " " ! ! ! " ! " ! ! " ! " ! ! !" " " ! ! " ! " ! " ! ! " ! " " " ! ! " ! ! " ! "! " " " " " ! ! " ! " ! " " ! ! ! ! ! " " " " ! " " " ! " " ! " L’indirizzo interpretativo comune dato dalle citate sentenze e pareri, ribadisce come " " ! " " " " ! " " " ! " ! ! ! " ! ! ! " ! " " " " " ! " ! " ! ! " ! ! ! " " " " ! e cioè l’autonomia organizzativa, ! " " !" " " " " ! ! " " ! ! ! ! ! ! ! ! " ! ! ! " ! " ! ! " " ! " " . Risulta quindi rilevante, ai fini che qui interessano, la distinzione tra ‘nolo a caldo’ e contratto di appalto (artt. 1655 c.c. e seguenti), dove in tale ultimo caso l’appaltatore si impegna con il committente a compiere un’opera ed a tale fine deve organizzare i suoi mezzi di produzione

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ed il lavoro; nel nolo, invece, il locatore mette solo a disposizione il macchinario ed, eventualmente, l’addetto al suo utilizzo, senza alcuna ingerenza nella attività produttiva e della sua organizzazione�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nolo a caldo si potrebbe configurare nell’istituto del distacco BH?8HG<GEF /7.:A ( ) I A7<7H7

art. 5) “Nell’ipotesi di prestatori di lavoro nell’ambito di un contratto di somministrazione di lavoro di cui agli articoli 20, e seguenti, del decreto legislativo 10 settembre 2003, n. 276, e successive modificazioni, fermo restando quanto specificamente previsto dal comma 5 dell’articolo 23 del citato decreto legislativo n. 276 del 2003, tutti gli obblighi di prevenzione e protezione di cui al presente decreto sono a carico dell’utilizzatoreâ€?7 art. 6) “Nell’ipotesi di distacco del lavoratore di cui all’articolo 30 del decreto legislativo 10 settembre 2003, n. 276, e successive modificazioni, tutti gli obblighi di prevenzione e protezione sono a carico del distaccatario, fatto salvo l’obbligo a carico del distaccante di informare e formare il lavoratore sui rischi tipici generalmente connessi allo svolgimento delle mansioni per le quali egli viene distaccato....â€? GDI AEGEF GC?8I D3FBHICEG<ICEF @IDDG =>BI<G %FBEI5 ?8I CIDDG AICEIC;G @ID ( /4%0 ,0 *))*5 -7 ( ) 5 BIDGEH9G GH BI&=HAHAEH EH>H?H @ID6 D3G>>GDEF5 8G ?FCAH@IBGEF “.. deriva la conferma dell’orientamento della giurisprudenza della Corte secondo cui non è lecito l’appalto il cui oggetto consista nel mettere a disposizione del committente una prestazione lavorativa, lasciando all’appaltatore - datore di lavoro i soli compiti di gestione amministrativa del rapporto (retribuzione, assegnazione delle ferie, assicurazione della continuitĂ della prestazione mediante le opportune sostituzioni), ma senza una reale organizzazione della prestazione stessa finalizzata ad un risultato produttivo autonomo“. H ?FCAH@IBH GC?8I DG AICEIC;G @ID $H=@H?I @ID .G9FBF @ID BH1=CGDI @H BICEF @ID * :ICCGHF *)()5 ?8I ?HEG: “...3HDDI?HEG HCEIB>FAH;HFCI CIDDI >BIAEG;HFCH @H DG9FBF BHC9ICH1HDI GC?8I CID ?G6 AF HC ?=H D3G>>GDEF G11HG G@ F::IEEF DG <IBG <IAAG G @HA>FAH;HFCI @H =CG >BIAEG;HFCI DG9F6 BGEH9G5 DGA?HGC@FAH GDD3G>>GDEGEFBI H AFDH ?F<>HEH @H :IAEHFCI G<<HCHAEBGEH9G @ID BG>>FBEF !BIEBH6 1=;HFCI5 GAAI:CG;HFCI @IDDI 2IBHI5 @HAEBH1=;HF6 CI @IH E=BCH @H DG9FBF 5 <G AIC;G =CG BIGDI FB6 :GCH;;G;HFCI @IDDG >BIAEG;HFCI AEIAAG 2HCGDH;;G6 EG G@ =C BHA=DEGEF >BF@=EEH9F G=EFCF<F # 4C >BGEH?G D3H<>BIAG ?8I "CFDG# CFC ?8HG<GEG G@ F>IBGBI HC ?GCEHIBI GEEBG9IBAF DG >BF>BHG FB6 :GCH;;G;HFCI G;HIC@GDI5 I &=HC@H CFC AGB ?8HG<GEG G ?8HGBHBI EGDI FB:GCH;;G;HFCI CID proprio ' ! HGCF '>IBGEH9F @H H?=BI;;G 5 >FH?8 DG AEIAAG CFC >BIAICEI ?FC DG A=G CFB6 <GDI GEEH9HE G9IC@F AI<>DH?I<ICEI "CFDGEF# DG <G??8HCG GDD3H<>BIAG ?8I AEG I22IEE=GC@F H DG6 9FBH7 =IAE3=DEH<G !D3H<>BIAG ?8I 8G >BIAF G CF6 DF D3=CH?G ?8I BHA>FC@I @IDD3F11DH:G;HFCI @H BHA=DEGEF I &=HC@H IAAG HCEI:BG HD DG9FBGEFBI &=G6 DI F>IBGEFBI @ID <I;;F CFDGEF7 .3I9H@IC;G @IDDG 9GD=EG;HFCI @IH BHA?8H I @IDDI <HA=BI @H >BI9IC6 ;HFCI I >BFEI;HFCI @IDDG 2GAI @H DG9FBF @IDD3GE6

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