コンクリート劣化評価報告書(案)

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1

2 25 -H14 ()

3 H13,14 H15 () () H15 () H13 H13,14 () H13,14 () () () () H13,14 H15 () () H15 H13 () () H14,15 () H14 () H15 () () H13,14 () () H15 () () H15 () H13,14 () () H15 () () H15 H13,14 () () () () H13,14 () H15 () () H15 () 50

4 WG WG H15 H15 H13,14 WG WG H13,14 H15 H13,14 H15 H13,14 WG WG H13,14 H13,14 H15 H15 H15 WG WG H13,14 H15

5 WG PCI RC

6 WG H

7 WG WG1 WG WG2 WG WG3 WG WG4 WG

8 1 WG4; WG 2 WG2; WG 3 WG1; WG 4 WG2; WG 5 WG3; WG PC

9

10

11 2-2.3

12 3-2.2

13 4-2.3

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15

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18 11 12 (a) (b)

19 XXIX 50 5 No Vol.34No No ASR No

20

21 WG

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31 S S ASR C

32

33 c t Dc 2 c 2 x c( x, t) Co(1 erf ( 2 x Dc )) t 2 2 S t erf ( s) e dt 0 1 1/( s s s s )

34 Co Dc

35

36 C 0 (kg/m 3 ) Dc(cm 2 /)

37 100m S 100m 300m B 300m 500m 500m 700m 20m S 20m 50m C 50m 100m 100m 200m

38 (1) (2) (1) PC PC (3) RC S 70 70mm (1) (2) (1) PC (3) RC PC 36% 43% 50%

39

40

41

42 W/C N cm 2 / N cm 2 / BB cm 2 /

43 C(xi-1,t)2C(xi,t)C(xi+1,t) C(xi,t+t)=C(xi,t)Dt x C(0,t+t)=C0 C(0,t+t)=C(0,t)Dt C(0,t)C(1,t) (x/2) C(0,t)C(1,t) C(1,t)C(2,t) C(1,t+t)=C(1,t)Dt (x/2) x C(2,t+t)=C(2,t)Dt C(1,t)C(2,t) C(2,t)C(3,t) x x (kg/m 3 ) C(,) C(1,) C(2,) C(xi,) x/2 x x (cm)

44

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48 4)

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60 p p= BP PC KyPlot () PC No.520/V ) ) )

61

62

63

64 - 4.1

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66 a. b.

67

68 - 4.2

69 - 4.5

70 - 4.6

71 - 4.7

72

73 ((CO2)) ph1213 (Ca(OH)2) ph8.510 ph 2(CaO)3SiO2 HO (CaO)3(SiO2)2(H2O)3 Ca(OH) (CaO)2SiO2 H O (CaO)3(SiO2)2(H2O)3 Ca(OH)2-4.2 Ca(OH)2 CO2 CaCO H2O (CaO)3(SiO2)2(H2O)3 CO2 CaCO SiO2 H2O ((CaO)3SiO2)((CaO)2SiO2) C-S-H (CaO)3(SiO2)2(H2O)3 (Ca(OH)2) C-S-H (carbonation) ph11 ph

74 5060%

75 C CA A A - 4.6

76 B CD

77 ( 3mm ) (Fe 2 ) (2 ) (Fe(OH) )(Fe(O) ) Fe Fe / OH - 4.8

78 ,,,,,,,, ph,ph ,000pPm, ppm - 4.9

79

80 2 C t Dc 2 C 2 x C' Dc C x, t Co 1 erf 2 x D t C(,)(cm)()(kg/ 3 ) Co(kg/ 3 ) D(cm 2 /) erf 1.2kg/m 3-4.4

81 Powers () AE () ()

82 - 4.11

83 () H Ca(OH )2H Ca 2H O CSH 3CaO2SiO23H2O+6H 3Ca 2 2SiO 6H2O 3CaOAl2O3CaC1210H2O6H 3Ca 2 Al2O33H OCaCl210H2O 3CaOAl2O3CaSO412H2O6H 3Ca2Al2O33H OCaSO412H2O 3CaOAl2O33CaSO432H2O6H 3Ca 2 Al2O33H2O+3CaSO4+32H2O - 4.5

84 Ca(OH) H SO CaSO 2H OH2O CSH 3CaO2SO 3H O6H CaSO 2H OSiO H OH O CaSO42H2O 3CaOAl O3 3CaOAl O33CaSO432H2O( ),,,,,

85 1940 T.E.Stanton ph (ASR) 3 (ASR) ASR NaK SiO2-4.13,,,,,,,,,,,

86

87 mm 39 25%() RC

88 ' ( PC ) ()

89

90 - 4.17

91 - 4.10

92

93 1) 2) 20cm 3 Ek 90 2

94 JASS

95

96 - 4.10

97 or 2 mm HI-520 (kett)

98 JIS A mm 75mm 100mm 40mm 125mm mm

99 25mm b. 1/1000mm 50mm C L E

100 JIS A JIS

101 cm JASS W/C 8

102

103 JIS A JIS A

104 - 2 10

105 JIS A

106 10 cm

107

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186 1 2 3 '

187 - 1.1

188 JIS A 1107 a. b JIS A

189

190 H16.6

191

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193 ,

194

195 ,,,,,,,,,,,

196

197

198 L1 L2 ()

199 () ()

200

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202 1213 H14

203 t=10cm t=10cm H15 WJ CCD 6070mm WJ

204 WJ 100mm WJ WJ H 100mm

205

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209 WJ

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261 JIS A 6024

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( ) ( ) ( )

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木材利用における林野庁施策の動向1 10 1931 10 1050 H21 2,900 45.9% (14%) 253 4.0% 6,321m 3 (100%) 816 12.9% (21%) m 3 2,351 37.2% (41%) 8130 598 1,024m 3 8248% 198m 3 58 7% 1,758m 3 55% 48%+7%=55% 22 519 26 10 4 1 3 Vol53No.4,1998

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2 Zn Zn + MnO 2 () 2 O 2 2 H2 O + O 2 O 2 MnO 2 2 KClO 3 2 KCl + 3 O 2 O 3 or 3 O 2 2 O 3 N 2 () NH 4 NO 2 2 O + N 2 ( ) MnO HCl Mn O + CaCl(ClO

2 Zn Zn + MnO 2 () 2 O 2 2 H2 O + O 2 O 2 MnO 2 2 KClO 3 2 KCl + 3 O 2 O 3 or 3 O 2 2 O 3 N 2 () NH 4 NO 2 2 O + N 2 ( ) MnO HCl Mn O + CaCl(ClO 1 [1]. Zn + 2 H + Zn 2+,. K Ca Na Mg Al Zn Fe Ni Sn Pb H Cu Hg Ag Pt Au H (H + ),,. [2] ( ) ( ) CO 2, S, SO 2, NH 3 () + () () + () FeS Fe S ( ) + ( ) ( ) + ( ) 2 NH 4 Cl + Ca(OH) 2 Ca O + 2 NH 3,.,,.,,.,.

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