日本機械学会「コンクリート製原子炉格納容器規格
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- しげじろう さわい
- 7 years ago
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1 JSME S NE
2
3 *1 *2 * * JIS 1
4 (JSME S NE CCV * CCV CCV CCV CCV CCV * 3 CCVConcrete Containment Vessel 2
5 CCV CCV 452 CCV * CCV 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 CCV SI * 4 CCV
6 CCV AIJ RC PC S JASS 5N JASS 5N JIS CCV 4
7 62 9 CCV 452 NO YES 501 YES NO NO JIS 452 NO YES YES CCV NO YES YES NO 5
8 CCV CCV CCV CCV /10/0910/3012/212/182003/1/223/45/137/ /11/ /02/ /04/ /07/ /12/ /03/ /06/ /09/ /12/ * * 10 6
9 CCV CCV
10 CCV CCV CCV CCV CCV 452 CCV 452 CCV SI 501 CVE-3650 JIS RC 1999 PC 1998 S 2002 JASS 5N2001 NUPEC CCV NUPEC CCV
11 CVE CVE CVE CVE CVE CVE CVE CCV 452 CCV [1] [2],[3] RC 1999PC ( 12) Fc Fc/ Fc/100 CCV Fc=21N/mm Fc/ RC 1999 D51 12 IV NUPEC [4],[5],[6] PC 1998 [7],[8] RC 1999 [9] JASS 5N 2001 JIS A JASS5 N2001 JIS A I II JIS A AE JASS 5N2001 9
12 CCV CVE-3320 AIJ RC 1999 PC CVE-3414 I II 452 AIJ RC 1988 CCV AIJ RC CVE-3421 SI SD CVE-3421 D51 AIJ RC 1999 D51 D51 D51 CCV D
13 5CVE-3422 SI III 390 N/mm 2 CCV III 452 6CVE IV Fc (kgf/cm 2 ) 1.25 Fc (N/mm 2 ) Fc (N/mm 2 ) Fc (kgf/cm 2 ) Fc (kgf/cm 2 ) 1.10 Fc (N/mm 2 ) NUPEC σp Fc σp Fc Fc (N/mm 2 ) σp Fc
14 RC () PC () RC ( ) PC ( ) τ u F c = τ u F c = τ u F c = ( pt f y ) F c ave [ ] ( 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 σ p Fc σp Fc 7CVE PC Fc PC Fc CCV 12
15 0.6Fc CCV 0.6Fc 452 8CVE-3542 RC AIJ RC RC JASS 5N JASS 5N2001 JASS 5NT
16 JASS 5N2001 JASS 5N
17 START NO YES YES NO ) NO JASS 5N CCV YES END Na 2O 3.0 kg/ 3 B C B C 3JASS5 N JASS 5N2001 I II JIS A I IV CCV 15
18 III IV CCV JIS II I AE 2 AE JIS A AE ASME ASME CCV
19 CCV CCV CCV CCV 62 CCV CCV CCV CCV Fc p σ CCV CCV CCV CCV CCV CCV 17
20 18
21 2 [1] 1993 [2] 2001 [3] 1996 [4] ( PCCV ) ( 7)~( 10) 21541~21544 (pp.1081~1088) 1998 [5] ( RCCV ) ( 2)( 3) 21547, (pp.1093~1096) 1998 [6] ( RCCV ) ( 15) (pp.1097~1098)2000 [7] 2000 [8] 1967 [9] pp.47~ pp.45~ CCV CCV ASME Sec. III Div. 2 19
22 1 11 CCV 452 CVE-1000 CVE-1100 * 1 JSME S NC1-2001, CVE CVE , CVE CVE CVE-2000 CVE-2100, CVE CVE CVE CVE JISJASS N 1 CVE CVE JIS 2
23 CCV 452 * CVE JISJASS N 3 CVE CVE CVE CVE CVE-2430 K ASME Sec. III Dev. 2 CVE-3000 CVE-3100 CVE CVE-3130 CVE-3200
24 1 13 CCV 452 CVE-3210 CVE-3300 CVE-3310 CVE JSME S NC 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
25 1 14 +Fc/100 CCV 452 * CVE CVE (12 ) Fc Fc/ Fc/100 (2) CCV Fc=21N/mm 0.49 CVE-3420 CVE (3) RC1999 D51 (4) CVE (5) CVE-3500 CVE
26 1 CCV 452 * CVE-3511 CVE I 10 1 II IIII III 15 CVE CVE IV 10 1 IV IV 10 1 CVE-3512 CVE I 10 1 II III
27 1 16 CCV 452 * CVE IV 10 1 ( ) (6) NUPEC CVE-3513 CVE I 10 1 II III CVE IV 10 1 CVE-3514 CVE I 10 1 II III CVE IV 10 1 CVE
28 1 17 CCV 452 * CVE PC1998 [8],[9] (7) CVE CVE CVE-3521 CVE I 11 1 II III IIII CVE IV 11 1 IV CVE
29 1 CCV 452 CVE-3530 * 12 CVE [1] CVE-3532 [1] 18 CVE-3533 [1] CVE-3540 CVE CVE CVE CVE
30 1 19 CCV 452 * CVE CVE CVE CVE , RC1999 [7] (8) CVE CVE ~3 CVE ,2 CVE-3552 CVE ,2 CVE
31 1 110 CCV 452 * CVE CVE-3220, CVE-3610 ~ CVE-3650 CVE CVE CVE CVE CVE CVE-3650
32 1 111 CCV 452 * CVE CVE-3650 CVE CVE CVE
33 1 112 CCV 452 * CVE CVE CVE CVE-3650 CVE CVE-3650 CVE CVE CVE CVE-3650 CVE
34 1 113 CCV 452 * CVE CVE CVE CVE CVE CVE-3710 CVE CVE-3650,CVE-3721,CVE-3722 CVE
35 1 114 JASS52003 AE CCV 452 * CVE JIS A1145(9) (10) JASS N 2 JIS A (12) JIS A (13)
36 1 115 CCV 452 * 3 JASS (11) 3 JASS 5N PHT [1]
37 1 16 SI 501 CVE-3650 [1] JIS 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, (pp. 1093~ 1096) 1998 [6] ( RCCV )( 15) (pp. 1097~ 1098)2000 [7] pp. 47~ pp. 45~ [8] 2000 [9] 1967
38 (1) CVE (2) CVE (3) CVE (4) CVE-3421 D (5) CVE (6) CVE IV (7) CVE (8) CVE (9) (10) (11) 1... (12) 2... (13) 2 AE
39 (1) CCV 452 CVE JSME S NE (2) CVE (kg/cm 2 ) (N/mm / ) / PC (PC ) γ Fc / 200 1/ γ Fc 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 kN/mm 2 ( t/cm 2 ) 200kN/mm 2 RC (1999) RC 10.1 RC (1999)CVE RC (1999) RC (1999)
40 (1) CCV 452 CVE
41 (2) CCV 452 CVE JSME S NE CVE fs fsfc30 fs5fc fs Fc (N/mm 2 ) = ( ) 1.fs (N/mm 2 ) 2.Fc (N/mm 2 ) 452 RC (1988)RC (1999) N/mm
42 (2) CCV 452 CVE-3414 RC (1988) [6 ] 91 [1 ] SI 25 RC (1999) [6 ] SI [ ] N/mm 2,
43 (3) CCV 452 CVE JSME S NE CVE 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 SD SD345SD390 SD490 D25 215N/mm SI SI SD295, SD345 SD SD
44 (3) CCV 452 CVE [ ] [ ] [ ]
45 (4) CCV 452 CVE-3421 D JSME S NE CVE 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, SD35SD40 SD50 D25 SD345SD390 SD490 D25 2, N/mm 2 SD345 SD390 D51 D51 1,800 SD RC (1999) D51
46 (4) CCV 452 CVE-3421 D51 RC (1999) [4 ] RC (1999) [6 ] 29
47 (5) CCV 452 CVE JSME S NE CVE-3421 CVE SD30A SD30B SD35 2,000 3,000 SD40 SD295A SD295B N/mm 2 SD SD SI SI N/mm 2 SD295, SD345 SD390
48 (5) CCV 452 CVE [ ] [ ] 211 RC SD35 SD kg/cm kg/cm 2
49 (6) CCV 452 CVE IV JSME S NE (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 ) τu = 1.25 Fc (CVE ) 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 τ u =1.10 Fc τ u = 3.5 Fc
50 213 (6) CCV 452 CVE IV τ u = 3. 5 Fc 4.0 Fc 452 RCCV PCCV 3.5 Fc CCV 1/8~1/30 Fc CCV 452 (1)~(6) SI PCCV Fc SI 1.10 Fc 4.0 Fc SI 1.25 Fc 452 (1)~(6) NUPEC (1)~(3) CCV 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 u c = PCCV τ u F c = [ ] (1) ( PCCV ) 7~ ~21544 (pp.1081~1088)1998 (2) ( RCCV ) , (pp.1093~1096)1998 (3) ( RCCV )15 ( pt f y ) F ave. c (pp.1097~1098)2000 (4) 1~3 pp.1533~ (5) RCCV pp.819~82060 (6) RCCV 2, 8 pp.2617~2618pp.2623~2624 CCV 63 CVE SI
51 (6) CCV 452 CVE 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) 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 Fc (CCV ) 1.10Fc = 6.3N/mm 2 RCCV (ASME) 0.2 f c = 9.0N/mm Fc (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 )
52 (7) CCV 452 CVE JSME S NE Fn = 0.45Fc A c / A t Fn = 0.6F A / A (CVE ) c c t Fn = 0.9Fc Fn = 1. 2F c (CVE ) 215 Fn Fc A c A t Fn (N/mm 2 ) Fc (N/mm 2 ) Ac (mm 2 ) At (mm 2 ) PC (1998) PC Fc 0.6Fc 452 PC Fc PC 1987 CCV PC PC (1998) 0.6Fc PC 1998PC 1998 PC 1987 SI 0.9Fc 1.2Fc A / A 2 c t
53 (7) CCV 452 CVE ,3 AIJ- PC PCCV 452 CCV 1320 [48 PC (1975)] (2 ) CCV 2,3 AIJ-PC (1998) 1967
54 (8) CCV 452 CVE JSME S NE CVE CVE (mm) (mm) (kg/cm 2 ) d 25d 40d 30d SD30A SD30B SD SD40 SD d d 20d 35d 25d 30d 45d 35d 35d 25d 40d 30d d d (1) (1) (3) (1) l ab = l db (CVE ) lab
55 (8) CCV 452 CVE JSME S NE side split mode ) mm 1.25 ldb fa mm d = fs d fa l 2 l d fs 1.25 fs fy 2 fa 2 c fa = ( ) Fc d c 12 d cd3.0 cd3.0 Fc 2 fa fs d = d fa l 1 l d fs 1.25fy l db fs fy db fa f s = 4 f a d b (CVE ) (N/mm 2 ) f = f (CVE ) s y CVE-3421 (N/mm 2 ) mm (CVE ) (CVE ) ( 1.22 ) (N/mm 2 ) C + W f a.. Fc d = (CVE ) b C f a Fc d 0 = (CVE ) b Fc C (N/mm 2 ) C 3 ( ) (db) 5 mm W (CVE ) 0
56 (8) CCV 452 CVE JSME S NE fy (2.8 db ) fa W pw S (CVE ) 1 1 fa Fc ( Fc) pw 1.5 S C 0 mm mm d Fc 2 (2) (1) 23 (3) l cb = l eb (CVE ) mm l cb l eb (CVE ) (CVE ) mm
57 (8) CCV 452 CVE JSME S NE σ s l eb = db (CVE ) 4 f l a eb = 25d b (CVE ) (ld ) (14.1) (j) l d ' = ld1 + j 14.2 l d l d1 j 14.1 σ ( s ) (N/mm 2 ) fa (CVE ) (CVE ) ( 1.22 ) (N/mm 2 ) db mm (ld) (CVE ) (lcb) (d) l l d (CVE ) d cb + ld (CVE ) (mm) lcb (CVE ) (mm) d (mm)
58 (8) CCV 452 CVE JSME S NE (2) (1) 14.5 a. fs l s 1 = d fa l sb = l db (CVE ) 221 ( ) 14.5 (14.6) fs s = d fa l 2 2/3 lsb mm ldb (CVE ) (mm) b. a. 23 RC RC 1991 * CCV RC RC 1991, CCV pp. 47~ pp. 45~
59 (8) CCV 452 CVE RC RC JSME S NE RC 1999 RC 1991 *RC 1999 * * pp. 47~ pp. 45~
60 (9) CCV JSME S NE 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
61 (10) CCV JSME S NE12003 A JIS A 5308 (1998) kg/m 3 JASS 5N (2001) JASS 5N T603 A 1108 JIS A 1108 (1999) ( ) (JASS5N) [ ] 452 JASS5N1985 JASS5N JASS 5N T603 JASS5N
62 (10) CCV JASS5NT
63 (11) CCV JSME S NE12003 JASS 5N 1.5 A 5002 JASS 5 JASS 5T A 5002 ( ) JASS 5 (2003 ) ( JASS 5 (2003) ) JASS 5 T JASS 5N(2001) JASS5N
64 (11) CCV JASS 5N NO NO NO YES YES YES JASS 5N CCV JASS5NT-603 END START ) JIS A1145 JIS A JASS 5N 2 Na 2O 3.0 kg/ 3 B C B C 10-1JASS 5N
65 (12) CCV JSME S NE 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 [ ] JISA JIS JIS1977 JIS JIS
66 (12) CCV
67 (12) CCV
68 (13) CCV AE JSME S NE 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 [ ] JISA AE 2000 JIS AE AE
69 (13) CCV AE JISA JASS5N
70 (Sec.Div.) CCV ASME Section III Division 2 ASME BOILER & PRESSURE VESSEL CODE CCV JSME S NE Section III Division 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
71 32 ASME Section III Division 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 Modification Factor for Standard Deviation When Less TableCC 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
72
73
74 ( ) ( ) ( ) ( ) ( ) ( ) ( ) 2 PCCV 42
75 ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 3 RCCV 43
76 ( ) 4 ( ) 5 44
77 2. 1 deformed bar JIS G ) JIS 2) bond 2) bond splitting failure 2) 3) covering depth 2) [ ] 1)JIS A ) 1995,2 3)
78 3. CVE-2200 AE AE AE CVE CVE-2213 CVE CVE
79 4. 2 portland cement JIS R ) 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
80 2 SiO 2 Na + K + ( alkali-silica reaction 2) (reactivity) (ASR) 80 2) chemical method JIS A 1145 [ ]JIS A Sc10 mmoll Rc700 mmoll ScRc mortar bar method JIS A 1146 [ ]JIS A ) 0.1 3) [ ]JASS5NT603 3) concrete bar method kg/ kg/ 3 48
81 2 admixture 1) AE fly ash JIS A ) 2) 2) expansive additive JIS A ) 2) 2) chemical admixture(agent) JIS A ) AE air-entraining admixture (agent) JIS A ) workability 1) 1) 49
82 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 ) curing 20±3 1) standard curing material age 2) [] 1)JIS A ) 1995, 2 3)JASS 5N
NETES No.CG V
1 2006 6 NETES No.CG-050001-V 2007 5 2 1 2 1 19 5 1 2 19 8 2 i 1 1 1.1 1 1.2 2 1.3 2 2 3 2.1 3 2.2 8 3 9 3.1 9 3.2 10 3.3 13 3.3.1 13 3.3.2 14 3.3.3 14 3.3.4 16 3.3.5 17 3.3.6 18 3.3.7 21 3.3.8 22 3.4
Q & A Q A p
Q & A 2004.12 1 Q1. 12 2 A1. 11 3 p.1 1.1 2 Q2. A2. < > [ ] 10 5 15 (p.138) (p.150) (p.176) (p.167 ) 3 1. 4 1.6 1.6.1 (2) (p.6) Q3. 5 1 1:1.0 12 2 1:0.6 1:1.0 1:1.0 1:0.6 1:0.6 1:0.6 1:1.0 1:0.6 ( ) 1:1.0
（１）基礎の設計に関する基本事項
(1) qa 50kN/m 2 qa 13 1113 1 (2) (3) (2) 50 qa 100kN/m 2 13 1113 1 (3) qa 100kN/m 2 qa 120kN/m 2 (1) qa 300kN/m 2 qa 13 1113 1 (2) (2) qa 300 kn/m 2 qa 1000kN/m 2 38 3 50 30 3 /10m 42 1 13 1113 5 6 30
1.500 m X Y m m m m m m m m m m m m N/ N/ ( ) qa N/ N/ 2 2
1.500 m X Y 0.200 m 0.200 m 0.200 m 0.200 m 0.200 m 0.000 m 1.200 m m 0.150 m 0.150 m m m 2 24.5 N/ 3 18.0 N/ 3 30.0 0.60 ( ) qa 50.79 N/ 2 0.0 N/ 2 20.000 20.000 15.000 15.000 X(m) Y(m) (kn/m 2 ) 10.000
(1) 1.1
1 1 1.1 1.1.1 1.1 ( ) ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) ( ) ( ) ( ) 2 1 1.1.2 (1) 1.1 1.1 3 (2) 1.2 4 1 (3) 1.3 ( ) ( ) (4) 1.1 5 (5) ( ) 1.4 6 1 (6) 1.5 (7) ( ) (8) 1.1 7 1.1.3
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5 7 9 11 13 15 17 19 21 23 45-1111 48-2314 1 I II 100,000 80,000 60,000 40,000 20,000 0 272,437 80,348 82,207 81,393 82,293 83,696 84,028 82,232 248,983 80,411 4,615 4,757 248,434 248,688 76,708 6,299
[Ver. 0.2] 1 2 3 4 5 6 7 1 1.1 1.2 1.3 1.4 1.5 1 1.1 1 1.2 1. (elasticity) 2. (plasticity) 3. (strength) 4. 5. (toughness) 6. 1 1.2 1. (elasticity) } 1 1.2 2. (plasticity), 1 1.2 3. (strength) a < b F
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9118 154 B-1 B-3 B- 5cm 3cm 5cm 3m18m5.4m.5m.66m1.3m 1.13m 1.134m 1.35m.665m 5 , 4 13 7 56 M 1586.1.18 7.77.9 599.5.8 7 1596.9.5 7.57.75 684.11.9 8.5 165..3 7.9 87.8.11 6.57. 166.6.16 7.57.6 856 6.6.5
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16 4 1 2003 JASS5 1 16 4 1 2 16 4 1 1999 90 90 JASS5RC 180 135 90 RC -1 (D) JASS5 L2 90 2/3 2030-1 JASS5 JASS5 JASS5 JASS5 JASS5 JASS5 90 JASS5 RC RC JASS5 JASS5 JASS5 190 RC JASS5 2 JASS5 (L22/3) 3 (2)
(2) 50% (3) FRP 2 (4) FRP FRP FRP FRP FRP FRP (1)
FRP 1 12 15 + FRP (1) 8,00010,000cm 2 / g 49 (2) 50% (3) FRP 2 (4) FRP FRP FRP FRP FRP FRP (1) 12 15 3 50 C NM 255kgm 3 WC55%sa47%8cm 417kgm 3 C M FS 0 FS A A FS B B SS FS- FS- SS- 25 34 29 36 N/mm 2 45
(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
1 1 1.1 1.) T D = T = D = kn 1. 1.4) F W = F = W/ = kn/ = 15 kn 1. 1.9) R = W 1 + W = 6 + 5 = 11 N. 1.9) W b W 1 a = a = W /W 1 )b = 5/6) = 5 cm 1.4 AB AC P 1, P x, y x, y y x 1.4.) P sin 6 + P 1 sin 45
I II III IV V
I II III IV V N/m 2 640 980 50 200 290 440 2m 50 4m 100 100 150 200 290 390 590 150 340 4m 6m 8m 100 170 250 µ = E FRVβ β N/mm 2 N/mm 2 1.1 F c t.1 3 1 1.1 1.1 2 2 2 2 F F b F s F c F t F b F s 3 3 3
修士論文
2004 Decay of timber and its mechanical characteristic 1075015 1075015 1. 1 1. 2. 3. 4. 5. 4.5. 2. JIS 3. 3.1 3.1.1 ( ) ( ) i 3.1.2 3.1.3 10 3.2 ( 3% ) 4 3% ii Decay of timber and its mechanical characteristic
1 2010 10 Argus-eye 2 3 P14 12 5 1 4 1 P25 19 73 5 P25 1-5-3 36 40d 1 2 3 73 40d 23 5 1 73 3 RC 2010 17 5 P48 6 P65 2 7 P71 P48 2-4-3 1975-1 1975 (200
2010 Q&A 2011 10 21 ( ) 1 2010 10 Argus-eye 2 3 P14 12 5 1 4 1 P25 19 73 5 P25 1-5-3 36 40d 1 2 3 73 40d 23 5 1 73 3 RC 2010 17 5 P48 6 P65 2 7 P71 P48 2-4-3 1975-1 1975 (2004 ) P65 1/8 1/8 1/8 1/8 P71
(1) (kn/m 3 )
1 1 1.1 1.1.1 (1) 1.1 1.2 1.1 (kn/m 3 ) 77 71 24.5 23 21 8.0 22.5 2 1 1.2 N/m 2 2 m 3 m 2000 2200 2500 3000 (2) 1 A B B 1.3 1.5 1.1 T cm 1.1 3 1.3 L m L 4 L > 4 1.0 L 32 + 7 8 1.2 T 4 1 2 5.0 kn/m 2 3.
橡Taro11-報告書０.PDF
Research Center RC 2001 5-1- RC RC NHK -2- -3- 00/12/16 RC 01/01/07 RC 01/01/21 1 13 01/02/11 2 9 01/02/10 01/02/14 01/02/19 01/02/25 3 7 01/03/10 4 8 01/03/23 5 8 01/04/29 2001/01/07-4- -5- RC 1990 RC
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(Bulletin of FFPRI) Vol.17 No.1 (No.445) 1-33 March 2018 1 総 説 (Review article) 我が国の製材規格と許容応力度の変遷 1 1. f b f c f t f s f cv F b F c F t F s F cv 23 1948 f b f c f t f s f cv kg/cm 2 kgf/cm 2 2. 39 12 1906
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