日本機械学会「コンクリート製原子炉格納容器規格

Similar documents
NETES No.CG V

Q & A Q A p

(1)基礎の設計に関する基本事項

1.500 m X Y m m m m m m m m m m m m N/ N/ ( ) qa N/ N/ 2 2

(1) 1.1

...J QX


untitled

untitled


(2) 50% (3) FRP 2 (4) FRP FRP FRP FRP FRP FRP (1)

(1.2) T D = 0 T = D = 30 kn 1.2 (1.4) 2F W = 0 F = W/2 = 300 kn/2 = 150 kn 1.3 (1.9) R = W 1 + W 2 = = 1100 N. (1.9) W 2 b W 1 a = 0

I II III IV V

修士論文

Argus-eye 2 3 P P P d d RC P48 6 P P71 P (200

(1) (kn/m 3 )

橡Taro11-報告書0.PDF

2 800 lb/in 2 5,000 12,000 lb/in 2 1/ lb/in lb/in lb/in a, b 1989, 1990a 102 Table AWCOM 1977a, b, c, d, e, f, g AWCOM

PowerPoint プレゼンテーション

A(6, 13) B(1, 1) 65 y C 2 A(2, 1) B( 3, 2) C 66 x + 2y 1 = 0 2 A(1, 1) B(3, 0) P 67 3 A(3, 3) B(1, 2) C(4, 0) (1) ABC G (2) 3 A B C P 6

y.\..../3.05

「産業上利用することができる発明」の審査の運用指針(案)

44 4 I (1) ( ) (10 15 ) ( 17 ) ( 3 1 ) (2)

生活設計レジメ


I II III 28 29

土木学会構造工学論文集(2009.3)

The Physics of Atmospheres CAPTER :

64 3 g=9.85 m/s 2 g=9.791 m/s 2 36, km ( ) 1 () 2 () m/s : : a) b) kg/m kg/m k

コンクリート劣化評価報告書(案)

untitled

Taro13-宇城(改).jtd

Taro13-芦北(改).jtd

untitled

07.報文_及川ら-二校目.indd

66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3) d 1 NN K K 8.1 d σd σd M = σd = E 2 d (8.4) ρ 2 d = I M = EI ρ 1 ρ = M EI ρ EI


A2, Vol. 69, No. 2 Vol. 16, I_237-I_246, Analytical Investigation of Shear Force Distribution of Perfobond Strip with Plural Perforations * ** *

The Bulletin of Institute of Technologists, No. 2 4 Cement Fine aggregate Coarse aggregate Chemical admixture Table 1 Row materials of concrete Ordina

untitled

cm H.11.3 P

untitled

円借款案件事後評価報告書2000(全文版・第2巻)


untitled

¹₄ ³₈ ³₈ ¹₂ ¹₂ ¹₂ ³₄ ³₄

N/mm N/mm 2 80N/mm 2 200N/mm 2 Table 1Fc 80N/mm 2 210N/mm N/mm N/mm N/mm 2 3 PP c F c N N B vol. vol. A


Microsoft Word - flª™J†QŁÜ‚Ł“H−w2003.doc

untitled


?

取扱説明書 [F-12C]


3-1. 1) 1-1) =10.92m =18.20m m 2 6,480 3, =30 30kN/m 2 Z=0.9

Note.tex 2008/09/19( )

鉄筋単体の座屈モデル(HP用).doc

ESD-巻頭言[ ].indd

ファインフレックス ルビール


syougai

1

1/3 (b) (D)=330330(mm) M/(QD)=2.0 6 (F c )80 N/mm 2 120N/mm 2 F c RC 16- D22(SD490)16-D19(USD685) (PCa) 16 4 PC -RB6.2(SBPD p w =0.73% C

untitled

[ ] 0.1 lim x 0 e 3x 1 x IC ( 11) ( s114901) 0.2 (1) y = e 2x (x 2 + 1) (2) y = x/(x 2 + 1) 0.3 dx (1) 1 4x 2 (2) e x sin 2xdx (3) sin 2 xdx ( 11) ( s

熊本県数学問題正解

i


Wide Scanner TWAIN Source ユーザーズガイド

HITACHI 液晶プロジェクター CP-AX3505J/CP-AW3005J 取扱説明書 -詳細版- 【技術情報編】

dvipsj.4852.dvi


修士論文

B. 41 II: 2 ;; 4 B [ ] S 1 S 2 S 1 S O S 1 S P 2 3 P P : 2.13:

1

( )

untitled

D d d c b a c x n cε c sε c c σ c sσ c n a c a t sε t sσ t n a t cε t cσ t S n = 0 ( ) 2 bd + n a 2 cdc + atd xn = bd + n ( ac + at ) n = n 1 I M = E

7章 構造物の応答値の算定

128 3 II S 1, S 2 Φ 1, Φ 2 Φ 1 = { B( r) n( r)}ds S 1 Φ 2 = { B( r) n( r)}ds (3.3) S 2 S S 1 +S 2 { B( r) n( r)}ds = 0 (3.4) S 1, S 2 { B( r) n( r)}ds

positron 1930 Dirac 1933 Anderson m 22Na(hl=2.6years), 58Co(hl=71days), 64Cu(hl=12hour) 68Ge(hl=288days) MeV : thermalization m psec 100


橡表紙参照.PDF

取扱説明書 -詳細版- 液晶プロジェクター CP-AW3019WNJ

ad bc A A A = ad bc ( d ) b c a n A n A n A A det A A ( ) a b A = c d det A = ad bc σ {,,,, n} {,,, } {,,, } {,,, } ( ) σ = σ() = σ() = n sign σ sign(

第1部 一般的コメント

1990 IMO 1990/1/15 1:00-4:00 1 N N N 1, N 1 N 2, N 2 N 3 N 3 2 x x + 52 = 3 x x , A, B, C 3,, A B, C 2,,,, 7, A, B, C

無印良品 2012 自転車 カタログ

dvipsj.8449.dvi


untitled

表1票4.qx4

福祉行財政と福祉計画[第3版]

橡博論表紙.PDF

r 1 m A r/m i) t ii) m i) t B(t; m) ( B(t; m) = A 1 + r ) mt m ii) B(t; m) ( B(t; m) = A 1 + r ) mt m { ( = A 1 + r ) m } rt r m n = m r m n B


untitled

pdf

第1章 国民年金における無年金

untitled

Transcription:

JSME S NE1-2003 17 6 21

14 7 3 *1 *2 *1 16 6 *2 17 3 62 JIS 1

(JSME S NE1-2003 CCV * 3 2 452 452 CCV CCV CCV CCV 452 452 CCV * 3 CCVConcrete Containment Vessel 2

CCV CCV 452 CCV 452 452 * 4 452 CCV 452 452 CCV ASME BoilerPressure Vessel Code Section III Division 2 Code for Concrete Containments ASME Sec. III Div. 2 CCV ASME Sec. III Div. 2 CCV 1 452 CCV SI 452 501 * 4 CCV 452 452 3

15 7 501 CCV 452 452 AIJ RC PC S JASS 5N JASS 5N JIS CCV 4

62 9 CCV 452 NO YES 501 YES NO NO JIS 452 NO YES YES CCV NO YES YES NO 5

CCV CCV CCV CCV 2002 9 8 2002/10/0910/3012/212/182003/1/223/45/137/18 1997 11 2 2002/11/25 25 2003/02/03 26 2003/04/25 27 2003/07/25 29 1997 10 2 2002/12/03 23 2003/03/12 24 2003/06/11 25 2003/09/10 26 2003/12/03 27 2003 9 12 2003 11 11 3 30 25 * 5 5 8 5 * 10 6

30 60 7 8 8 2 8 CCV CCV 2003 9 12 2003 11 11 7

CCV CCV CCV CCV CCV 452 CCV 452 CCV 452 452 1 1452 SI 501 CVE-3650 JIS 12 452 12 13 RC 1999 PC 1998 S 2002 JASS 5N2001 NUPEC CCV NUPEC CCV 452 2 8

CVE-3320 1 CVE-3414 2 CVE-3421 3 4 CVE-3422 5 CVE-3512.2 6 CVE-3516 7 CVE-3542 8 1 9 11 2 12 13 3 10 2 CCV 452 CCV [1] [2],[3] RC 1999PC 1998 1450( 12) Fc Fc/30 0.49+Fc/100 CCV Fc=21N/mm 2 0.49 +Fc/100 12 RC 1999 D51 12 IV NUPEC [4],[5],[6] PC 1998 [7],[8] RC 1999 [9] JASS 5N 2001 JIS A11452001 JASS5 N2001 JIS A62011999 I II JIS A62042000 AE JASS 5N2001 9

CCV 452 1 452 1CVE-3320 AIJ RC 1999 PC 1998 452 2CVE-3414 I II 452 AIJ RC 1988 CCV AIJ RC 1999 1450 12 452 3CVE-3421 SI 90 2464 12 SD490 1024 13 452 4CVE-3421 D51 AIJ RC 1999 D51 D51 D51 CCV D51 452 10

5CVE-3422 SI 90 2464 12 90 III 390 N/mm 2 CCV III 452 6CVE-3512.2 IV 452 3.5 1.25 452 4.0 Fc (kgf/cm 2 ) 1.25 Fc (N/mm 2 ) Fc (N/mm 2 ) Fc (kgf/cm 2 ) 452 2 452 452 452 3.5 Fc (kgf/cm 2 ) 1.10 Fc (N/mm 2 ) NUPEC σp Fc σp Fc 1.29 0.84 452 1.10 Fc (N/mm 2 ) σp 0.321.89 Fc 0.231.32 11

RC () PC () RC ( ) PC ( ) τ u F c = 1.25 1.10 τ u F c = 3 4 1 25. 3 4 1 10. τ u F c = 1 2 1 25. 0.23 1.32 0.32 1.89 ( pt f y ) F c ave. 1 2 1 10. [ ] ( A / ) τu = Qu 2 Q u A p t f y F c σ p Fc 2 CCV 1.25 Fc (N/mm 2 ) 452 NUPEC ( 1) ( 2) 1 CCV 212 4 σ p Fc 0.231.32 0.321.89 σp Fc 7CVE-3516 452 PC 1975 0.45Fc PC 1998 0.6Fc CCV 12

0.6Fc CCV 0.6Fc 452 8CVE-3542 RC 1999 452 AIJ RC 1988 1999 452 RC 1999 452 9 1 1 JASS 5N 2001 452 10 3 3 JASS 5N2001 JASS 5NT-603 452 13

11 1 1 3 JASS 5N2001 JASS 5N 3 452 2 14

START NO YES YES NO ) NO JASS 5N CCV YES END Na 2O 3.0 kg/ 3 B C B C 3JASS5 N 12 2 2 JASS 5N2001 I II JIS A62011999 4 I IV CCV 15

III IV CCV JIS II I 452 452 13 2 AE 2 AE JIS A62042000 AE 452 452 ASME ASME CCV 452 452 16

CCV CCV CCV 62 452 62 62 CCV 62 CCV CCV CCV CCV Fc p σ 0.23 0.32 CCV CCV CCV CCV CCV CCV 17

18

2 [1] 1993 [2] 2001 [3] 1996 [4] ( PCCV ) ( 7)~( 10) 21541~21544 (pp.1081~1088) 1998 [5] ( RCCV ) ( 2)( 3) 21547, 21548 (pp.1093~1096) 1998 [6] ( RCCV ) ( 15) 21549 (pp.1097~1098)2000 [7] 2000 [8] 1967 [9] 1 2 319 pp.47~551982 324 pp.45~531983 CCV 452 452 452 CCV ASME Sec. III Div. 2 19

1 11 CCV 452 CVE-1000 CVE-1100 * 1 JSME S NC1-2001, CVE-1200 2 CVE-1210 2 1, CVE-1220 2 2 CVE-3120 2 2 CVE-2000 CVE-2100, CVE-2200 3 CVE-2210 3 CVE-2211 3 1 CVE-2212 3 1 JISJASS 2001 5N 1 CVE-2213 3 1 CVE-2214 3 1 JIS 2

1 12 2001 CCV 452 * CVE-2220 3 2 JISJASS 2001 5N 3 CVE-2300 4 CVE-2400 5 CVE-2410 5 1 CVE-2420 5 1 CVE-2430 K 01021998 ASME Sec. III Dev. 2 CVE-3000 CVE-3100 CVE-3110 6 CVE-3130 CVE-3200

1 13 CCV 452 CVE-3210 CVE-3300 CVE-3310 CVE-3320 7 JSME S NC1-2001 MC (PHT-2512) 4 [1] * [1], RC1999 PC1998 [2],[3] (1) CVE-3330 CVE-3411 CVE-3412 CVE-3400 CVE-3410 [1] 8 [1] 9

1 14 +Fc/100 CCV 452 * CVE-3413 9 1 CVE-3414 9 1 1450 (12 ) Fc Fc/300.49+Fc/100 (2) CCV Fc=21N/mm 0.49 CVE-3420 CVE-3421 9 1 12 (3) RC1999 D51 (4) CVE-3422 9 1 12 (5) CVE-3500 CVE-3510 10

1 CCV 452 * CVE-3511 CVE-3511.1 I 10 1 II IIII III 15 CVE-3511.2 CVE-3511.3 IV 10 1 IV IV 10 1 CVE-3512 CVE-3512.1 I 10 1 II III

1 16 CCV 452 * CVE-3512.2 IV 10 1 ( ) (6) NUPEC CVE-3513 CVE-3513.1 I 10 1 II III CVE-3513.2 IV 10 1 CVE-3514 CVE-3514.1 I 10 1 II III CVE-3514.2 IV 10 1 CVE-3515 10 1

1 17 CCV 452 * CVE-3516 10 1 PC1998 [8],[9] (7) CVE-3517 10 1 CVE-3520 11 CVE-3521 CVE-3521.1 I 11 1 II III IIII CVE-3521.2 IV 11 1 IV CVE-3522 11 1

1 CCV 452 CVE-3530 * 12 CVE-3531 12 [1] CVE-3532 [1] 18 CVE-3533 [1] CVE-3540 CVE-3541 13 CVE-3541.1 13 1 CVE-3541.2 13 2 CVE-3541.3 13 3

1 19 CCV 452 * CVE-3541.4 13 4 CVE-3550 13 5 CVE-3551 13 5 CVE-3542 14, RC1999 [7] (8) CVE-3542.1 14 1 CVE-3542.2 14 1~3 CVE-3543 15 1,2 CVE-3552 CVE-3553 16 1,2 CVE-2500 17

1 110 CCV 452 * CVE-3600 18 CVE-3220, CVE-3610 ~ CVE-3650 CVE-3220 19 CVE-3610 20 CVE-3611 20 1 CVE-3612 20 1 CVE-3612.1 20 1 CVE-3650

1 111 CCV 452 * CVE-3612.2 20 1 CVE-3650 CVE-3613 20 1 CVE-3614 20 1 CVE-3620 21

1 112 CCV 452 * CVE-3621 21 1 CVE-3622 21 1 CVE-3623 21 1 CVE-3650 CVE-3630 22 CVE-3650 CVE-3640 23 CVE-3641 23 1 CVE-3642 23 1 CVE-3650 CVE-3650 501 88 34 1

1 113 CCV 452 * CVE-2600 24 CVE-2610 24 1 CVE-2620 1 24 2 CVE-2630 2 24 3 CVE-3700 25 CVE-3710 CVE-3720 26 CVE-3650,CVE-3721,CVE-3722 CVE-3721 26 1

1 114 JASS52003 AE CCV 452 * CVE-3722 26 1 1 1 2001JIS A1145(9) (10) JASS5 2001 N 2 JIS A62011999 2 (12) JIS A62042000 (13)

1 115 CCV 452 * 3 JASS 2001 5 (11) 3 JASS 5N2001 4 5 4 5 PHT-2512 1.125 1.1 [1]

1 16 SI 501 CVE-3650 [1] JIS 452 12 12 13 RC 1999PC 1998S 2002 JASS 5N2001 NUPEC [4],[5],[6] [ ] [1] 1993 [2] 2001 [3] 1996 [4] ( PCCV ) ( 7)~( 10) 21541~21544 (pp. 1081~ 1088) 1998 [5] ( RCCV ) ( 2) ( 3) 21547, 21548 (pp. 1093~ 1096) 1998 [6] ( RCCV )( 15) 21549 (pp. 1097~ 1098)2000 [7] 1 2 319 pp. 47~ 551982 324 pp. 45~ 531983 [8] 2000 [9] 1967

2452 21 (1) CVE-3320... (2) CVE-3414... (3) CVE-3421... -2-2 -2-4 -2-6 (4) CVE-3421 D51... -2-8 (5) CVE-3422... 2-10 (6) CVE-3512.2 IV... -2-12 (7) CVE-3516... -2-15 (8) CVE-3542... (9) 1... -2-17 -2-23 (10) 3... -2-24 (11) 1... (12) 2... (13) 2 AE... -2-26 -2-28 -2-31

(1) CCV 452 CVE-3320 452 2 10 22 JSME S NE1-2003 10 (2) CVE-3320-1 (kg/cm 2 ) (N/mm / ) / 2.110 6 110-5 PC 2.010 6 110-5 2.0510 5 110-5 (PC ) 2.0010 5 110-5 22 1 1.5 2 γ 3 5 2.1 10 Fc / 200 1/6 110-5 2.3 4 γ Fc 3.35 10 0.2 110-5 24 60 1. γ t/m 3 1. γ kn/m 3 2. Fc kg/cm 2 2. Fc N/mm 2 10 RC 1999 PC 1998 RC (1999) 452 SI PC PC (1998) PC PC 190210kN/mm 2 (18602060t/cm 2 ) 200kN/mm 2 RC (1999) RC 10.1 RC (1999)CVE-3320-1 RC (1999) 0.180.200.200.23 0.20 RC (1999)

(1) CCV 452 CVE-3320 23

(2) CCV 452 CVE-3414 452 2 10 22 JSME S NE1-2003 CVE-3414-1 24 fs fsfc30 fs5fc100 1.5 fs Fc (N/mm 2 ) = 0.49 + 100 1.5 ( ) 1.fs (N/mm 2 ) 2.Fc (N/mm 2 ) 452 RC (1988)RC (1999) 91 1450 21 N/mm 2 1450

(2) CCV 452 CVE-3414 RC (1988) [6 ] 91 [1 ] SI 25 RC (1999) [6 ] SI 1450 12 5 31 [ ] -------------------------- 21 N/mm 2,

(3) CCV 452 CVE-3421 452 2 10 22 JSME S NE1-2003 CVE-3421-1 26 SD30A SD30B SD35 SD40 SD50 2,000 2,000 2,000 2,000 3,000 3,500 4,000 5,000 SD35SD40 SD50 D25 2,200 SD295A SD295B N/mm 2 SD345 SD390 SD490 195 195 195 195 295 345 390 490 SD345SD390 SD490 D25 215N/mm 2 452 SI SI SD295, SD345 SD390 90 2464 SD490 1024

(3) CCV 452 CVE-3421 90 [ ] 1024 13 6 12 [ ] 27 2464 12 12 26 [ ]

(4) CCV 452 CVE-3421 D51 452 2 10 22 JSME S NE1-2003 CVE-3421-1 28 SD30A SD30B SD35 SD40 SD50 2,000 2,000 2,000 2,000 SD295A SD295B 195 N/mm 2 3,000 3,500 4,000 5,000 295 345 390 490 SD35SD40 SD50 D25 SD345SD390 SD490 D25 2,200 215N/mm 2 SD345 SD390 D51 D51 1,800 SD490 195 195 195 RC (1999) D51

(4) CCV 452 CVE-3421 D51 RC (1999) [4 ] RC (1999) [6 ] 29

(5) CCV 452 CVE-3422 452 2 10 22 JSME S NE1-2003 CVE-3421 CVE-3422-1 210 SD30A SD30B SD35 2,000 3,000 SD40 SD295A SD295B N/mm 2 SD345 195 SD390 295 345 390 452 SI SI 90 2464 90 390N/mm 2 SD295, SD345 SD390

(5) CCV 452 CVE-3422 90 [ ] 2464 12 12 26 [ ] 211 RC 3 1991 4 SD35 SD40 3500kg/cm 2 4000kg/cm 2

(6) CCV 452 CVE-3512.2 IV 212 452 2 10 22 JSME S NE1-2003 10 (2) τ = 0.5 p f + σ σ + p f + σ σ τ = 0.5 ( p f σ σ ) + ( p f σ σ ) τ σ p φ u τ u = 3.5 {( ) ( )} Fc tφ y pφ oφ tθ y σ p θ pθ oθ (N/mm 2 ) ( ) 0 σ o φ σ o θ p, p, f Fc u, tφ tθ y u { } tφ y pφ 0φ tθ y pθ 0θ (CVE-3512.2-3) τu = 1.25 Fc (CVE-3512.2-4) σ p φ (N/mm 2 ) ( ) σ p θ σ φ (N/mm 2 ) ( ) σ 0 θ (N/mm 2 ) ( ) τ p p f y Fc (1) u tφ tθ SI 452 τ u = 3.5 Fc τ u = 1.25 Fc Fc 4.0 452 τ u =1.10 Fc τ u = 3.5 Fc

213 (6) CCV 452 CVE-3512.2 IV τ u = 3. 5 Fc 4.0 Fc 452 RCCV PCCV 3.5 Fc 10 6-1 CCV 1/8~1/30 Fc CCV 452 (1)~(6) SI 6-2 6-1 PCCV 452 3.5 Fc SI 1.10 Fc 4.0 Fc SI 1.25 Fc 452 (1)~(6) 6-1 6-2 10 NUPEC (1)~(3) CCV 6-2 1.10 Fc [ ] RC () PC () RC ( ) 3.5 Fc CCV τu = Qu( A / 2) PC ( ) Q u A CCV p t f y F τ u F c = 1.25 c CCV PCCV 1.10 RCCV τ F 3 4 1 25. u c = 3 4 1 10. PCCV 1.10 1.25 τ u F c = 1 2 1 25. 6-2 1 2 1 10. [ ] (1) ( PCCV ) 7~10 21541~21544 (pp.1081~1088)1998 (2) ( RCCV ) 2 3 21547, 21548 (pp.1093~1096)1998 (3) ( RCCV )15 ( pt f y ) F ave. c 21549 (pp.1097~1098)2000 (4) 1~3 pp.1533~153858 6-2 (5) RCCV pp.819~82060 (6) RCCV 2, 8 pp.2617~2618pp.2623~2624 CCV 63 CVE-3512-1 SI

(6) CCV 452 CVE-3512.2 IV (in. 2 /ft) Ash Asm Asi (in. 2 /ft) 45 (in. 2 /ft) N h, N m (kips/ft) N hl, N (kips/ft) ml V (kips/ft) u Vsi V so 45 (kips/ft) (kips/ft) 214 45 Vso 0.2f c bt (0.4 f c btvso) Vso 0Vso0.2f c bt 0.2 f c bt (0.4 f c btvso) 0.4 f c bt ASME CCV τ u max. (N/mm 2 ) Fc391.25Fc0.2 f c PCCV Fc391.25Fc0.2 f c (ASME) 0.2 f c = 6.6N/mm 2 1.25Fc (CCV ) 1.10Fc = 6.3N/mm 2 RCCV (ASME) 0.2 f c = 9.0N/mm 2 1.10Fc (CCV ) 1.25Fc = 8.4N/mm 2 0.2f c Fc301.10Fc0.2 f c Fc301.10Fc0.2 f c Fc,f c (N/mm 2 ) 82 82 5 82 6

(7) CCV 452 CVE-3516 452 2 10 22 JSME S NE1-2003 10 Fn = 0.45Fc A c / A t Fn = 0.6F A / A (CVE-3516-1) c c t Fn = 0.9Fc Fn = 1. 2F c (CVE-3516-2) 215 Fn Fc A c A t Fn (N/mm 2 ) Fc (N/mm 2 ) Ac (mm 2 ) At (mm 2 ) PC (1998) PC 1987 0.45Fc 0.6Fc 452 PC 1975 0.45Fc 452 1990 PC 1987 CCV PC 1987 15 PC (1998) 0.6Fc PC 1998PC 1998 PC 1987 SI 0.9Fc 1.2Fc A / A 2 c t

(7) CCV 452 CVE-3516 216 2,3 AIJ- PC 1998 50 PCCV 452 CCV 1320 [48 PC (1975)] (2 ) CCV 2,3 AIJ-PC (1998) 1967

(8) CCV 452 CVE-3542 217 452 2 10 22 JSME S NE1-2003 14 CVE-3542.1CVE-3542.2 (mm) (mm) (kg/cm 2 ) 210 270 35d 25d 40d 30d SD30A SD30B SD35 270 SD40 SD50 210 270 40d 270 30d 20d 35d 25d 30d 45d 35d 35d 25d 40d 30d d d (1) (1) (3) (1) 324 58 l ab = l db (CVE-3542.1-1) lab

(8) CCV 452 CVE-3542 218 452 2 10 22 JSME S NE1-2003 side split mode ) mm 1.25 ldb fa14.1 14.3 mm d = fs d 14.3 4 fa l 2 l d2 14.3 fs 1.25 fs fy 2 fa 2 c fa = ( 0.491 + 0.342) Fc d c 12 d cd3.0 cd3.0 Fc 2 fa 1.3 14.114.2 fs d = d 14.1 4 fa l 1 l d1 14.1 fs 1.25fy l db fs fy db fa f s = 4 f a d b (CVE-3542.1-2) (N/mm 2 ) f = 1 25. f (CVE-3542.1-3) s y CVE-3421 (N/mm 2 ) mm (CVE-3542.1-4) (CVE-3542-5) ( 1.22 ) (N/mm 2 ) C + W f a.. Fc d = 0 077 + 0 107 (CVE-3542.1-4) b C f a Fc d 0 = 0.266 + 0. 240 (CVE-3542.1-5) b Fc C (N/mm 2 ) C 3 ( ) (db) 5 mm W (CVE-3542.1-6) 0

(8) CCV 452 CVE-3542 219 452 2 10 22 JSME S NE1-2003 fy (2.8 db ) fa W 81 1. pw S (CVE-3542.1-6) 1 1 fa Fc ( 13.5 + Fc) 10 25 pw 1.5 S C 0 mm mm d Fc 2 (2) (1) 23 (3) l cb = l eb (CVE-3542.1-7) mm l cb l eb (CVE-3542.1-8) (CVE-3542.1-9) mm

(8) CCV 452 CVE-3542 452 2 10 22 JSME S NE1-2003 σ s l eb = db (CVE-3542.1-8) 4 f l a eb = 25d b (CVE-3542.1-9) 220 14.1 (ld ) (14.1) (j) l d ' = ld1 + j 14.2 l d l d1 j 14.1 σ ( s ) (N/mm 2 ) fa (CVE-3542.1-4) (CVE-3542.1-5) ( 1.22 ) (N/mm 2 ) db mm (ld) (CVE-3542.1-7) (lcb) (d) l l d (CVE-3542.1-10) d cb + ld (CVE-3542.1-10) (mm) lcb (CVE-3542.1-7) (mm) d (mm)

(8) CCV 452 CVE-3542 452 2 10 22 JSME S NE1-2003 (2) (1) 14.5 a. fs l s 1 = d 14.5 4 fa l sb = l db (CVE-3542.2-1) 221 ( 324 58 ) 14.5 (14.6) fs s = d 14.6 4 fa l 2 2/3 lsb mm ldb (CVE-3542.1-2) (mm) b. a. 23 RC 1991 452 RC 1991 * CCV RC 1999 452 14 RC 1991,1999 452 CCV 8-1 1 2 319 pp. 47~ 551982 324 pp. 45~ 531983

(8) CCV 452 CVE-3542 8-1 452 1991 RC -1991 2 452 1999 RC -1999 JSME S NE1-2003 222 RC 1999 RC 1991 *RC 1999 * * 1 2 319 pp. 47~ 551982 324 pp. 45~ 531983

(9) CCV 452 1 452 2 10 22 JSME S NE12003 223 A 5308 JIS A 1145 (2001) () JIS A 1146 (2001) ( ) A 5308 JIS A 1145 (2001) () JIS A 1146 (2001) ( ) JASS5N [ ] JASS5N 2001 JISA53087 A 1145 (2001) 3 JASS 5N2001

(10) CCV 452 3 224 452 2 10 22 JSME S NE12003 A 5308 0.20 JIS A 5308 (1998) 9.5 0.20kg/m 3 JASS 5N (2001) JASS 5N T603 A 1108 JIS A 1108 (1999) 0.85 0.85 28 ( ) 1. 28 91 91 2. (JASS5N) [ ] 452 JASS5N1985 JASS5N 1991 2001 JASS 5N T603 JASS5N

(10) CCV 452 3 JASS5NT-603 225

(11) CCV 452 1 452 2 10 22 JSME S NE12003 JASS 5N 1.5 A 5002 JASS 5 JASS 5T-202 10 A 5002 ( ) 1. 2. 1.5 3. JASS 5 (2003 ) ( JASS 5 (2003) ) JASS 5 T202 4. 3 JASS 5N(2001) JASS5N2001 3 226

(11) CCV 452 1 JASS 5N2001 10-1 NO NO NO YES YES YES JASS 5N CCV JASS5NT-603 END START ) JIS A1145 JIS A1146 1 227 JASS 5N 2 Na 2O 3.0 kg/ 3 B C B C 10-1JASS 5N

(12) CCV 452 2 452 2 10 22 JSME S NE12003 228 A 6201 A 6202 A 6204 A 6205 JIS A 6201 (1999) JIS A 6202 (1997) JIS A 6204 (2000) JIS A 6205 (1993) AE AE ( ) 1. AE AE AE 2. JIS A6201 [ ] JISA6201 1999 JIS JIS1977 JIS JIS

(12) CCV 452 2 229

(12) CCV 452 2 230

(13) CCV 452 2 AE 452 2 10 22 JSME S NE12003 231 A 6201 A 6202 A 6204 A 6205 JIS A 6201 (1999) JIS A 6202 (1997) JIS A 6204 (2000) JIS A 6205 (1993) AE AE ( ) 1. AE AE AE 2. JIS A6204 AE [ ] JISA6204 1995 AE 2000 JIS AE AE

(13) CCV 452 2 AE JISA62042000 JASS5N2001 232

(Sec.Div.) CCV ASME Section III Division 2 ASME BOILER & PRESSURE VESSEL CODE CCV JSME S NE1-2003 Section III Division 22001 CVE-1000 CVE-1100 CVE-1200 CC-1000Introduction CC-1100Scope and General Requirements 31 CVE-000 CC-2000Material CVE-2100 CC-2100General Requirements for Material CVE-2200 CC-2200Concrete and Concrete Constituents CVE-2300 CC-2300Material for Reinforcing Systems CVE-2400 CC-2400Material for Prestressing Systems CVE-2500 CC-2500Material for Liners CVE-2600 CC-2600Welding Material CC-2700Material for Embedment Anchors CC-2800Material Manufacturer's Quality System Programs CCV CVE-2500 CCV CVE-3000 CC-3000Design CVE-3100 CC-3100General Design CVE-3200 CC-3200Load Criteria CVE-3300 CC-3300Containment Design Analysis Procedures CVE-3400 CC-3400Concrete Containment Structure Design Allowables CVE-3500 CC-3500Containment Design Details CVE-3600 CC-3600Liner Design Analysis Procedures CC-3700Liner Design CVE-3700 CC-3800Liner Design Details CC-3900Design Criteria for Impulse Loadings and Missile Impact CVE-3200

32 ASME Section III Division 2 2001 1989 CCV ASME ASME-2001 ASME-1989 CCV CC-1000 INTRODUCTION CC-2000 MATERIAL CC-2200 CONCRETE AND CONCRETE CC-3000 DESIGN CONSTITUENTS CC-3400 CONCRETE CONTAINMENT STRUCTURE DESIGN ALLOWABLES CC-3000 DESIGN CC-3500 CONTAINMENT DESIGN DETAILS CC-2230 Concrete Mix Design CC-2233 Proportioning on Basis of Field Experience and/or Trial Mixtures TableCC-2233.1.2-1 Modification Factor for Standard Deviation When Less TableCC-2233.2.2-1 Required Average Compressive Strength When Data are not available to Establish a Standard Deviation ASME-1989 CC-2232 Selection of Concrete Mix Proportions JASS5N Than 30 Tests are Available CC-3420 Allowable Stress for Factored Loads CC-3424 Shear Friction CC-3570Containment External Anchors CC-3571 General CC-3572 Loads and Displacement CC-3573 Analysis Methods CC-3574 Design Allowables 30 Factored Load CCV JASS5N5 CCV CC-3575 Addition Design Requirement CCV CVE-3210 CC3000

4 1....4 1 2....4 5 3....4 6 4.... 47

1. 41 1

( ) ( ) ( ) ( ) ( ) ( ) ( ) 2 PCCV 42

( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 3 RCCV 43

( ) 4 ( ) 5 44

2. 1 deformed bar JIS G 3112 1) JIS 2) bond 2) bond splitting failure 2) 3) covering depth 2) [ ] 1)JIS A 02031999 2) 1995,2 3) 1999 45

3. CVE-2200 AE AE AE CVE-2214 2 CVE-2213 CVE-2212 1 CVE-2211 6 46

4. 2 portland cement JIS R 5210 0.6 1) 2) moderate heat portland cement fly-ash cement JIS R 5213 portland blast-furnace slag cement JIS R 5211 blended cement aggregate fine aggregate coarse aggregate 1) 2) clinker kiln 2 A B C 3 2) blast-furnace slag CaO,SiO 2,Al 2 O 3,MgO 1 300kg 2 10mm 5mm 85 5mm 85 1) 1) 1) 1) 1) 1) 47

2 SiO 2 Na + K + ( alkali-silica reaction 2) (reactivity) (ASR) 80 2) chemical method JIS A 1145 [ ]JIS A 1145 24 Sc10 mmoll Rc700 mmoll ScRc mortar bar method JIS A 1146 [ ]JIS A 1146 2) 0.1 3) [ ]JASS5NT603 3) concrete bar method 0.1 0.1 1.2 kg/ 3 3.0 kg/ 3 48

2 admixture 1) AE fly ash JIS A 6201 1) 2) 2) expansive additive JIS A 6202 1) 2) 2) chemical admixture(agent) JIS A 6204 1) AE air-entraining admixture (agent) JIS A 6204 1) workability 1) 1) 49

2 1) water-reducing 2) admixture (agent) JIS A 6204 slump 1) cm AE AE 1) air-entraining and 2) water-reducing admixture (agent) JIS A 6204 AE AE 1) air-entraining and 2) high-range water-reducing admixture (agent) JIS A 6204 1) curing 20±3 1) standard curing material age 2) [] 1)JIS A 02031999 2) 1995, 2 3)JASS 5N 2001 5 410