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- しなつ ひきぎ
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1
2 JFE M JFE M JFE M JFE M... 73
3 - 1 -
4 - 2 -
5 /272/ / mm
6 - 4 -
7 (150) JIS G 3532 JIS G3547 JIS G 3101(SS400) JIS G 3112(SR235) JIS G 3101(SS400) JIS G 3112(SR235) JIS G 3532 JIS G3547 JIS G 3112(SR235) JIS G 3532 JIS G % 300g/m 2 JIS H HDZ55-5 -
8 10% 300g/m 2 13JIS H HDZ55-6 -
9 J FE M m m N W M N W M N W M
10 H=1.50(m) (m) d18.0(kn/m 3 ) =35() =0.0(kN/m 2 ) s18.0(kn/m 3 ) = a=300(kn/m 2 ) =0.6 Fs 1.5 s V V T Fs 1.5 H 1.5 1mkN/m - 8 -
11 H 1mkN/m Fr 1.5 Fr Mr 1.5 Ms r 1.5 Mr 1mkNm/m Ms 1mkNm/m qvmax Qa qvmax=max( gv1,gv2) qvmax(kn/m2) Qa (kn/m2) - 9 -
12 V (kn/m) H (kn/m) M (kn/m) Qv (kn/m) QH Qt (kn/m)ddb Qt=0 d=σm/σv qv1 (kn/m2) qv2 (kn/m2) qt (kn/m2) l (m) l=h/cos(0) l2 (m) dq (m) H l2 l HH2H d dq B, ddqb.7 l d 0. ( 24 )
13 Fn 1.5 Fn Wup Td 1.5 Hup n 1.5 Wup 1mkN/m d 0.6 Hup 1mkN/m
14 d kn/m d kn/m m pp pp Pa 1 2 s H 2 Ka q H Ka Ka cos 2 0 cos 0 cos sin cos 0 sin cos
15 a kn/m a s kn/m ()m kn/m 0 a
16 =1.0m2.0m
17 - 15 -
18 0 800mm 400(mm) cm 100mm100mm 150mm
19 50cm H13p58 H p142 50cm 50cm
20 - 18 -
21 - 19 -
22 m 0.3, 0.4, 0.5, 0.6, 0.8,1.0 d 18(kN/m ) 25, 30, 35 s 18(kN/m ) 2/3 0(kN/m ) 10(kN/m ) f f s 1.5 r 1.5 Pa 1 2 s H 2 Ka Ka cos 2 0 cos 0 cos sin cos 0 sin cos
23
24
25
26
27 25
28 26
29 27
30 28
31 29
32 30
33 31
34 32
35 33
36 34
37 35
38 36
39 37
40 38
41 39
42 40
43 41
44 42
45 43
46 44
47 -45-
48 -46-
49 -47-
50 -48-
51 -49-
52 -50-
53 -51-
54
55
56 -54-
57 N
58 -56-
59 -57-
60 -58-
61 -F -B -F -B ) ())
62 -F -B -F -B ) ())
63 - 61 -
64 H21 H21 H
65 mm mm mm 34gm 2 15gm 2 13gm 2 10gm 2 6gm 2 4gm mm 1H.W.L 0.3 2H.W.LL.W.L1.0m a b mmy
66 23.3 g/m 2 / 0.1mm 30100gm
67 4mm 4mm 6.0mm4.0mm21.0mm gm mm mm mm mm/ g/m 2 / mm/ g/m 2 / mm/ g/m 2 /
68 gm mm mm mm mm 1.0 JIS A 5513 mm 2 N 6.0mm mm mm mm mm Nmm 2 290Nmm
69 - 67 -
70 - 68 -
71 - 69 -
72 - 70 -
73 - 71 -
74 - 72 -
75 - 73 -
76 - 74 -
29 4 ... 1... 1... 1... 2... 3... 4.... 4... 4... 7... 8... 8... 8... 8...12...14...14...14...16...18...18...19...21... 42...42...42....42....46....49...51....51....51... 52...52...52...53 I. I. I. I.
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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
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
(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
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
65 8. K 8 8 7 8 K 6 7 8 K 6 M Q σ (6.4) M O ρ dθ D N d N 1 P Q B C (1 + ε)d M N N h 2 h 1 ( ) B (+) M 8.1: σ = E ρ (E, 1/ρ ) (8.1) 66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3)
00~33.換気マニュアル
2. 2.1 1 / / 1 2.2 3 2.3 1 2 3 3 1 3 4 2.3.1 1 1 2.3.2 2 2 2.3.3 3 3 1 2 3 5 6 2.4 2.4.1 : : : : 7 ( 120 3 / 8 2.4.2 9 3. 3.1 1. 0.5 /h 0.5 /h 0.7 /h 0.7 /h 2. ( ) 10 3. 0.5 / (P23) P16 24 1 2 3 (P5 6)
多数アンカー式補強土壁工法
1. (SN ) SS400 ( ) SN400 SM490A ( ) SN490 JIS G 3136:SN -1994 JIS G 3136:SN 1) SN (SNR ) (JIS G 3138-1996) SN SNR490B 1 1SNR490B 2. SN490 SM490A 2) SNR490B SM490 3) 2SNR490B [N/mm 2 ] 185 185 105 [N/mm
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0 ( L CONTENTS 0 . sin(-x-sinx, (-x(x, sin(90-xx,(90-xsinx sin(80-xsinx,(80-x-x ( sin{90-(ωφ}(ωφ. :n :m.0 m.0 n tn. 0 n.0 tn ω m :n.0n tn n.0 tn.0 m c ω sinω c ω c tnω ecω sin ω ω sin c ω c ω tn c tn ω
10 117 5 1 121841 4 15 12 7 27 12 6 31856 8 21 1983-2 - 321899 12 21656 2 45 9 2 131816 4 91812 11 20 1887 461971 11 3 2 161703 11 13 98 3 16201700-3 - 2 35 6 7 8 9 12 13 12 481973 12 2 571982 161703 11
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
0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2
24 11 10 24 12 10 30 1 0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2 23% 29% 71% 67% 6% 4% n=1525 n=1137 6% +6% -4% -2% 21% 30% 5% 35% 6% 6% 11% 40% 37% 36 172 166 371 213 226 177 54 382 704 216
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
(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
16 6 12 1 16 6 23 23 11 16 START 1 Out Ok 1,2 Ok END Out 3 1 1/ H24.2 2 1 L2-1 L2-2 H14.3 3 H9.10 PHC SC 19 1 24 3 18N/mm 2 24N/mm 2 30N/mm 2 25 10 13 12 13 12 11 11 11 11 19 7 25 10 24N 8cm 25(20)mm 45
1. z dr er r sinθ dϕ eϕ r dθ eθ dr θ dr dθ r x 0 ϕ r sinθ dϕ r sinθ dϕ y dr dr er r dθ eθ r sinθ dϕ eϕ 2. (r, θ, φ) 2 dr 1 h r dr 1 e r h θ dθ 1 e θ h
IB IIA 1 1 r, θ, φ 1 (r, θ, φ)., r, θ, φ 0 r
（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
5. 5.1,, V, ,, ( 5.1), 5.2.2,,,,,,,,,, 5.2.3, 5.2 L1, L2, L3 3-1, 2-2, 1-3,,, L1, L3, L2, ,,, ( 5.3),,, N 3 L 2 S L 1 L 3 5.1: 5.2: 1
5. 5.1,,, 5.2 5.2.1,, ( 5.1), 5.2.2,,,,,,,,,, 5.2.3, 5.2 L1, L2, L3 31, 22, 13,,, L1, L3, L2, 0 5.2.4,,, ( 5.3),,, N 3 L 2 S L 1 L 3 5.1: 5.2: 1 D C 1 0 0 A C 2 2 0 j X E 0 5.3: 5.5: f,, (),,,,, 1, 5.2.6
199510 156 8 19963 8 42 1620045 7 5 20872127 63 19082003 4 1929 7 1932 353946 34 58 68 106 59 4 1511 5 95 1995 40 42 2004.8.10 2005.4.30
2004 8 2005 5 pdf 2 199510 156/1 19951015611 3 4 5 JIS JIS X 0208, 1997 10o o http://www.pref.hiroshima.jp/soumu/bunsyo/monjokan/index.htm 199510 156 8 19963 8 42 1620045 7 5 20872127 63 19082003 4 1929
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07.報文_及川ら-二校目.indd
8 01 01 4 4 1 5 16 18 6 006 H 18 4 011 H 6 4 1 5 1 5 007 H 19 5 009 1 5 006 007 009 011 9 10 4 000 H 1 4 5 004 H 16 4 004 009 H 1 5 4 4 5 1 4 006 011 1 1 4m 5m 10m 007 1 7 009 009 1 5 10 1 000kg 10a 006
Microsoft Word - 部材規格追記 doc
3 14 10 18 7 20 10 SS SN 21 3 24 4 ... 1... 5... 13 f ck=40n/mm 2 P d1 =60kN/ f ck=40n/mm 2 P d2 =100kN/ f ck=40n/mm 2 P d3 =150kN/ UAUBUC TATBTC DADBDC 115mm 75mm 115mm 75mm 160mm 120mm D13 6.0% l l l
平成23年度電気設備技術基準関係規格等調査役務請負報告書
1 V 3 L 150 100 V 6 I 10 1 V 3 L 2 1 I1 2 3 0 3 R R V R 3 10 X V X 3 10 R X 2 2 2 2 2 3 2 I 1 2 2 3 2 168 171-1
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237 238 G 8-1 239 240 G - 241 242 G - 243 244 G 8-2 245 246 G - 247 248 G 8-3 900 600 249 250 G 8-3 251 252 G 8-5 253 254 G 8-5 255 700 700mm800mm850mm 256 G - 257 258 G 8-7 259 35 7.5 100 100 8 260 G
1.... 1 1.1.... 1 1.2.... 1 1.3.... 1 1.3.1.... 1 2.... 3 2.1.... 3 2.2.... 5 3.... 5 3.1.... 5 3.2.... 6 3.2.1.... 6 3.2.2.... 7 3.2.3.... 8 3.2.4.... 8 3.2.5.... 8 3.2.6.... 8 3.3.... 9 3.3.1.... 9 3.3.2....
表1-表4_No78_念校.indd
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第2章 道路路盤材としての定義及び現状
11 2 m 1530cm 1112 20 0.074mm 10 0.4mm 10 50mm 30 CBR JIS 5015 4 CBR [] JIS1211 92 95 JIS1210 JIS 1205 18 JIS 5015 10kgfcm 10 kgfcm CBR 10 18 CBR CBR JIS A 12051206 30kgfcm 18 10 10kgfcm 40mm 45 0.4mm
Taro11-aマニュアル.jtd
L A m ton m kn t t kn t kn t m m kn ton ton m m m kn/ CK CK = N/mm ca sa a cm kn/ kn/ kn/ kn/ kn/ kn/ kn/ - - kn/m WL % /m - - A c sin cos kn/m kn/m kn/m / - / A A H V H A cos V A sin - - = N/mm P P m
12-7 12-7 12-7 12-7 12-8 12-10 12-10 12-10 12-11 12-12 12-12 12-14 12-15 12-17 12-18 10 12-19 12-20 12-20 12-21 12-22 12-22 12-23 12-25 12-26 12-26 12-29 12-30 12-30 12-31 12-33 12-34 12-3 12-35 12-36
FTS-C0-20BW 1 FTS-C0-20BW 30cm JIS 10cm 500kgf 215g/m2 2 30cm JIS 10cm 2 1 FTS-C0-20BW 215g/ FP-NS FR-E3P 7
CFAF 01-01 FTS-C0-20BW 01-02 FTS-C0-20BW 01-05 FTS-C0-20BW 02-01 FTS-C0-20BW FTS-AK-20BW 02-03 FTS-AK-20BW 02-05 FTS-AK-10BWM JH 01-01 JH 01-02 JH 01-03 JH 01-04 JH 01-05 PCSP 01-01 01-02 01-01 FTS-C1-60
2 2000 3 31 209 5.6.2 2000 3 31 209211 52
10 45m 700900mm 400600mm 1m 3060 12m 11.5cm 40cm 900mm 2000 5 71 2.4-1 2000 3 31 237245 2000 5 7172 51 2 2000 3 31 209 5.6.2 2000 3 31 209211 52 6 1 1 900mm 1 2 3 53 2000 3 31 234 5.6.34 2000 3 31 232234
56cm 1 15 1960 2 8 2 2 1 2008 1992 2 1992 2 3562mm 3773mm 2 1980 1991 2008 2007 2003 5 2 3 2003 2005 2008 2010 2005 2008 2012 2010 2012 4 7 4 5 2 1975 1994 8 2008 NPO 2 2010 3 2013 2016 3 2008 2009 14
帝国議会の運営と会議録をめぐって
23 1890 10 10 11 25 11 26 11 27 11 29 115 56 16 19 23 92 22 3125 32 16 16 14 10 12 23 21 22 11 23 22 22 2211 23 73 9020 73 69 75 33 23 23 10 10 4111 25 10 11 23 220 10 20 6 64 10 11 12 13 15 16 73 49 40
1 I 1.1 ± e = = - = C C MKSA [m], [Kg] [s] [A] 1C 1A 1 MKSA 1C 1C +q q +q q 1
![1 I 1.1 ± e = = - = C C MKSA [m], [Kg] [s] [A] 1C 1A 1 MKSA 1C 1C +q q +q q 1](/thumbs/94/121802164.jpg "1 I 1.1 ± e = = - = C C MKSA [m], [Kg] [s] [A] 1C 1A 1 MKSA 1C 1C +q q +q q 1")
1 I 1.1 ± e = = - =1.602 10 19 C C MKA [m], [Kg] [s] [A] 1C 1A 1 MKA 1C 1C +q q +q q 1 1.1 r 1,2 q 1, q 2 r 12 2 q 1, q 2 2 F 12 = k q 1q 2 r 12 2 (1.1) k 2 k 2 ( r 1 r 2 ) ( r 2 r 1 ) q 1 q 2 (q 1 q 2
橡博論表紙.PDF
Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction 2003 3 Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction
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FR 34 316 13 303 54 23 ( 1 14 ) ( 3 10 ) 8/4 8/ 100% 8 22 7 12 1 9 8 45 25 28 17 19 14 3/1 6/27 5000 8/4 12/2930 1 66 45 43 35 49 25 22 20 23 21 17 13 20 6 1 8 52 1 50 4 11 49 3/4/5 75 6/7/8 46 9/10/11
2 3 4 mdv/dt = F cos(-)-mg sin- D -T- B cos mv d/dt = F sin(-)-mg cos+ L- B sin I d 2 /dt 2 = Ms + Md+ Mn FMsMd MnBTm DLg 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Hm H h
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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
取扱説明書
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 FN E FN E FN E 21 22 23 24 25 26 Enter 27 28 29 30 31 32 33 34 35 36 37 Enter 38 39 40 41 42 43 44 45 Enter 46 47 48 49 50 51 52 53 Enter 54 Enter 55
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150 11.512.0 11.812.0 12.013.0 12.514.0 1 a c d e 1 3 a 1m b 6 20 30cm day a b a b 6 6 151 6 S 5m 11.511.8 G 515m 11.812.0 SG 10m 11.812.0 10m 11.511.8 1020m 11.812.0 SF 5m 11.511.8 510m 11.812.0 V 5m
京都盆地の地下水
28 1 29 8km 20km [1] [2-4] 1993 [5] [1] 1980 22(4) pp.8-22 [2] 1929 6 pp.568-588 [3] 1984 No.23 pp.1-100 [4] 1992 45(1) pp.54-62 [5] 1933 8(9) pp.417-430 20 km 8km 0.7 km 125 km 3 25 m 300 700 m 56 44
WINET情報
WINETCONTENTS 1 2 3 Q&A Q A 4 Q A 5 Q A 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 No. 10. 1. 11. 2. 12. 3. 4. 13. 5. 14. 6. 7. 15. 8. 9. 16. 33 17. 33. 34. 35. 18. 19. 36.
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58 59 60 61 62 63 64 65 12 20 2.45 3.0 30 50 13.24.7 5mm SS CSS MS HMS CS 66 CSS SS 2.45 3.0 50 30 2.0 2.0 F.2.5 JIS A 5001 1995 67 1 130mm 2 75m 3 75m75m 60 75m 68 69 PK1 PK2 PK3 PK4 MK1 MK2 MK3 MN1 25
3-1. 1) 1-1) =10.92m =18.20m m 2 6,480 3, =30 30kN/m 2 Z=0.9
3-1. 3-2. 3-3. 3-1. 1) 1-1) =10.92m =18.20m 198.74m 2 6,480 3,800 4.5 =30 30kN/m 2 Z=0.9 1-2) G1 G2 G3 G4 1-3) G1 G2 H3 1-4) t = 12 2.5 2) 2-1) No ( ) 1 120 120 2 120 120 3 120 180 360 4 120 150 210 5
3.300 m m m m m m 0 m m m 0 m 0 m m m he m T m 1.50 m N/ N
3.300 m 0.500 m 0.300 m 0.300 m 0.300 m 0.500 m 0 m 1.000 m 2.000 m 0 m 0 m 0.300 m 0.300 m -0.200 he 0.400 m T 0.200 m 1.50 m 0.16 2 24.5 N/ 3 18.0 N/ 3 28.0 18.7 18.7 14.0 14.0 X(m) 1.000 2.000 20 Y(m)
1 z q w e r t y x c q w 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 R R 32 33 34 35 36 MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR
(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.
2 ID POS 1... 1 2... 2 2.1 ID POS... 2 2.2... 3 3... 5 3.1... 5 3.2... 6 3.2.1... 6 3.2.2... 7 3.3... 7 3.3.1... 7 3.3.2... 8 3.3.3... 8 3.4... 9 4... 11 4.1... 11 4.2... 15 4.3... 27 5... 35... 36...
Machine-Readable Cataloging ( ) ~ -
Machine-Readable Cataloging ( ) ~ - 1.1 1.11 () 1.111 2 9 1 9 5 9 8 9 0.28 910.268 911 3 1.12 1.13 1.13 1.132 1.135-1 - 1.132 1.133 1 7 9 1.134 913.36 1.135 1.14 1.2 1.21 1.22 1.3 1.31 1.311 1.312 mm
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Taro10-防犯性能の高い建物部品の
1 11 13 15 17 19 20 25 B 16 32 16 36 16 A 42 51 16 61 16 64 16 67 73 16 76 16 80 16 84 6 87 1 6 3 2 6 14 285 3,739 15 279 0,136 50 2 15 33 7,942 10 6 8 9,017 35.8% -1- 14 11 25 14 15 3 26 http://www.npa.go.jp/safetylife/index/
3 MS- MS-TS ST ST 3 FF-TS MS-hi3 MS-TSST3 FF-TS3 MkNm ce ce 1 5 MS-hi15 3 MS-hi15 6 ce MS-hi3 35 MS-hi MS-hi3 MS-hi15
I N F O R M T I O N MS- MS-TS ST FF-TS 3 3 MS- MS-TS ST ST 3 FF-TS MS-hi3 MS-TSST3 FF-TS3 MkNm 6 5 4 3 2 ce 35 4 1.2 ce 1 5 MS-hi15 3 MS-hi15 6 ce 7 2 1.8 MS-hi3 35 MS-hi3 7 -- MS-hi3 MS-hi15 5 1 15 2
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1 2 http://www.japan-shop.jp/ 3 4 http://www.japan-shop.jp/ 5 6 http://www.japan-shop.jp/ 7 2,930mm 2,700 mm 2,950mm 2,930mm 2,950mm 2,700mm 2,930mm 2,950mm 2,700mm 8 http://www.japan-shop.jp/ 9 10 http://www.japan-shop.jp/
第18回海岸シンポジウム報告書
2011.6.25 2011.6.26 L1 2011.6.27 L2 2011.7.6 2011.12.7 2011.10-12 2011.9-10 2012.3.9 23 2012.4, 2013.8.30 2012.6.13 2013.9 2011.7-2011.12-2012.4 2011.12.27 2013.9 1m30 1 2 3 4 5 6 m 5.0m 2.0m -5.0m 1.0m
液晶ディスプレイ取説TD-E432/TD-E502/TD-E552/TD-E652/TD-E432D/TD-E502D
1 2 3 4 5 6 7 1 2 3 4 5 6 7 2 2 2 1 1 2 9 10 11 12 13 14 15 16 17 1 8 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 9 11 12 13 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 11 12
000-.\..
1 1 1 2 3 4 5 6 7 8 9 e e 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 10mm 150mm 60mm 25mm 40mm 30mm 25 26 27 1 28 29 30 31 32 e e e e e e 33 e 34 35 35 e e e e 36 37 38 38 e e 39 e 1 40 e 41 e 42 43
(1519) () 1 ( ) () 1 ( ) - 1 - - 2 - (1531) (25) 5 25,000 (25) 5 30,000 25,000 174 3 323 174 3 323 (1532) () 2 () 2-3 - - 4 - (1533) () 1 (2267)204 () (1)(2) () 1 (2267)204 () (1)(2) (3) (3) 840,000 680,000
1 911 34/ 22 1012 2/ 20 69 3/ 22 69 1/ 22 69 3/ 22 69 1/ 22 68 3/ 22 68 1/ 3 8 D 0.0900.129mm 0.1300.179mm 0.1800.199mm 0.1000.139mm 0.1400.409mm 0.4101.199mm 0.0900.139mm 0.1400.269mm 0.2700.289mm
1 1 36 223 42 14 92 4 3 2 1 4 3 4 3429 13536 5 6 7 8 9 2.4m/ (M) (M) (M) (M) (M) 6.67.3 6.57.2 6.97.6 7.27.8 8.4 5 6 5 6 5 5 74 1,239 0 30 21 ( ) 1,639 3,898 0 1,084 887 2 5 0 2 2 4 22 1 3 1 ( :) 426 1500
1 C 2 C 3 C 4 C 1 C 2 C 3 C
1 e N >. C 40 41 2 >. C 3 >.. C 26 >.. C .mm 4 C 106 e A 107 1 C 2 C 3 C 4 C 1 C 2 C 3 C 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124
平成２４年財政投融資計画ＰＤＦ出後８／０１６‐０３０
24 23 28,707,866 2,317,737 26,390,129 29,289,794 2,899,665 24 23 19,084,525 21,036,598 1952,073 24 23 8,603,613 8,393,427 967,631 925,404 202,440 179,834 217,469 219,963 66,716 64,877 3,160,423 2,951,165
[mm] [mm] [mm] 70 60 50 40 30 20 10 1H 0 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 60 50 40 30 20 10 0 18 19 20 21 22 23 24 1 2 3 4
2 2 3 4 5 5 2 7 3 4 6 1 3 4 7 4 2 2 2 4 2 3 3 4 5 1932 A p. 40. 1893 A p. 224, p. 226. 1893 B pp. 1 2. p. 3.
1 73 72 1 1844 11 9 1844 12 18 5 1916 1 11 72 1 73 2 1862 3 1870 2 1862 6 1873 1 3 4 3 4 7 2 3 4 5 3 5 4 2007 p. 117. 2 2 3 4 5 5 2 7 3 4 6 1 3 4 7 4 2 2 2 4 2 3 3 4 5 1932 A p. 40. 1893 A p. 224, p. 226.
