掘削土に気泡を添加した地盤掘削用安定液の 開発と地中連続壁への適用
Contents
1. EAS 3 3 12. Win wa ERRE bt LOOP 10 4 2 x 100 aA Wun 4 2 697 4 5 11 4 3 Wain 6 97 0 0403P 4 3 38 4 3
3. 80 MO
4. 4 6 4 TF
5. AS 6 TEF KOR BA od BESO E 7k EE 4
6. 4 CL 1 Lr E HERE ZE E
7. 4 16 4 7 4 16 L ar ERD 7 5 EM 6 FRRO 5 10 EM 4 26 EMI 52 L ben 21 E 7 31 ADC HED 6 Se CIL 61 HE 6 ek OREO HL YEERD 5 EE 4 3 HEREJE SIL SS 500 ALLABEAL
8. 5 BO 0 5N mm 1 gt 2 4 Al BE
9. 8 SH TF LE 2 2 2 1 1948 AE 1956
10. I 3 2 3 2 1 3 1
11. 1 70 w Weep Wop 50 rw wo 4 3 1 4 2 4 3
12. 2 1 9 lt So al Sa asec KN m 0 10 20 30 kN m 2 2 2 1 2
13. 2 1 1 2 1 2 2 5 13kN m 100 1000kN m
14. 7 7 1 7 2 ARES MAR 1 3 7 4 A C TRD 5 2 5 3 1 RIZERORBEO HAI C HAW AZ GENRE UCA HAS ACTH 2 3
15. 4 4 1 O 4 13 45 1 100nm gt 200mm 100m 4 13 ERD TS Hebe Habs EIA FAL OE 3 y 10 3 KN m HE 1 05 RB 24 5sec aE Lic
16. TORRE O y E El ye E TF 4 6 1 Winin 43 f M w 4 RE
17. 4 22 air ben 4 22 1 1 1 5 EDIE Ps Pw To air 1 o To ben AK5 air OK6 air 0 9 81 19 62 29 43 39 24 49 05 kN m 4 22 56 4 5
18. AE E PF CUBA REL LCT 5 60 CHS HEN i Hr p EH JW OKR EAE LARRETA H
19. 9 HEM ERES Y 4 JUE A A bE 1 3 1 1 1 1 2 1 3 2 2 2 2 1 2 3 6 1 2
20. 4 I 7 TRD Trench Cutting Re mixing Deep Wall Method 2 6
21. DT 126 19 E ie JE J gt an ich 7 3 2
22. MARA ETE CESTAS SITZE ZI FI TAN BUA ERC UC E
23. TRD OR HH
24. BAM ALC Autoclaved Light weight Concrete R2 1 FA 100 1 4 28 H kg kg kg kg kgfcW 2 70 285 200 1 42 0 49 10 70 473 330 1 04 0 80 25 60 327 196 1 40 0 52 15 60 502 302 1 08 0 81 35 50 563 283 1 08 0 85 40 1 X2 1 00kgf cm 98 1kN m m be 2 2 Ce Sa Wi FA 100 28 A 1 E O kg kg kg kg kg 0 kef cni 2 1 1 80 334 334 267 1 00 0 94 25 1 2 80 272 544 218 0 98 1 03 20 1 2 80 248 496 198 1 08 0 94 15 1 3 80 250 750 200 0 88 1 20 20 1 3 100 197 591 197 1 04 0 99 15 1 3 120 194 582 233 0 98 1 01 10 1 4 100 190 760 190 0 92 1 14 15
25. 106 6 3 NE 6 1 Jif 1 4 TF TF 6 1 6 2 6 1
26. Wee a8 0 4 Vo Vp 35m7m Q 1 4 1 7 0 697m7m 72 Q 5 3 56 5 O 1 1 7 1 w 4 3 4 3 P wia Wain 6 97 0 0403P 4 3
27. 2 3 DE A AKE pH 2 6 INT n 13 2 5 HE 1 REDEE
28. E P S wi Yo Yoo y O D O wmx 47 IE EE y 4 8 TF 410 4 13 H TF Alt B 103 6 1 1 w
29. E e it J A IN INT TFA PRE EEN LU EMO ZE ZAR L
30. 2 1 gt 2 1 AY 10
31. 3 4
32. 2 2 BAYH ER 7 3 2 DT 7 3 3 172 173
33. 20 30 40 min 50 3 7 25 ee REREH ROR HT RHEE is WEL PA it 100 1 95 90 85 80 it 75 mx 19 zen 65 107 60 55 50 60 70 bb Ae XL 4 Wg 4 CMC
34. EED 20 25 0 392kN m 25 O 3 3 ele x20 3 1 19 EZ y EN 25 AR O g 100 9 3 2 3 3 3 1 3 2 2 3 2 3 2 25 0 392kNm
35. 4 1 To To Ka 29 4 1 To EEN 7 K7 EEN 6 K6 HEW 5 K5 HERD 4 K4 END 3 K3 NS30 NS30 Ki Be 4 1 1 E75 Elder EMS EA EM 3 NS30 4 1 S 4 2 RB ss 4 1 _ 50 _ 5096 Tp Y ss 50 6 4 1 z 6 Y ss Dsso S m7kN Dsso 0 309 m Ys
36. X EK 7 11 7 11 6 000 15 000 Hm 15 000 H m 10 126 H m 19 665 H m m 9 539 m 40 000 o air NNN air 30 000 9 ben 0 HD iR ben 25 000 En 3 a a 20 000 19 665 m Be ee L ve og X 15
37. yy O KOE Vn 4m7m T Ar in zul 64 431 O 1 08 5 31 7 4c 4 14 O 4 4 32
38. 4 8 1 02 1 02 we EL 4 6 P we 4 9 40 O To Ka P 7 5 1 25 0 To Ka P 15 xA To Ka P 20 A To Ka P 30 AJ del 1 15 a To Ka P 40 Ht 10 15 20 25 30 35 40 45 50 55 h 4 8 60 55 50 45 40 35 1 30 R 25 20 15 10 y 5 5531Ln x 26 553 R 0 5524 Oo O O 0 10 20 30 40 50 h 4 9 IE CHEM 6
39. A 106mm 100mm 3 B A 200mm 200cm 19 6 kNAm B 1 4 14 46 4 15
40. SE er YA x L s f M E EHE 25 E kg 2 100 0 46 966 as kg 600 0 46 276 EURE kg 28 25 700 m 150 0 29 44 0 50 75 VH z Wi 1 286 775 kg 2 100 0 81 1 701 WAL kg 600 0 81 486 ABE kg 28 50 1 400 SM m 150 0 16 24 1 150 WF 2 211 1 550 1 749 1 163 127 1 33 10 000 25 000 H m 2 TRD
41. 4 18 49 a EH BE 1 0x 10 a AH EZ ER cid gt o atau ne 0 0 Q 10x10 e x 1 0x10 K 10x10 1 0x10 1 0x10 400 600 800 1000 1200 1400 0 200 m kN 4 17 4 8 WEARER cm s To K7 K6 KS K4 K3 1 80x107 1 70x10 421x10 6 62x10 9 73x10 9 10x10 1 80x10 4 78x10 7 40x10 2 57x10 1 45x10 1 30x10 2 50x10 2 90x10 3 30x10 4 18 50 442 4 9 _W W W V 0 u 100 w 0 4 8 100 P P w Q Y ss Fs Fo
42. C 2 TRD 165 TRD 0 3 C 3 TRD C 5 TRD No 1 TRD 1 MENE A 35 60 Nee ee la 35m 80 3 Sm min 0 7Nmm 1 4 22X1 324X6094mm 30 5 0 4m 1 6 H 1 7 2 AME 13mm 1 8 8 100 200KVA 1 9 24m7hr 40m7hr 1 2 1 10 30 t 1 2 11 20m 30m 1 2 166 TRD C 4 TRD HI 0089 1010 TRD M 550 600 650 700 750 800 850mm TRD I TRD I 450 500550m
43. 4 16 4 35 0 357 yg m m V lt A 100 1 m m 00 x 100 4 16 o To Vbo 0 344 a To Vbo 0 363 a To Vbo 0 431 e To Vbo 0 469 B To Vbo 0 584 a To Vbo 0 697 2 Aa AAA AAO ri O O 100 200 300 400 500 600 700 kN m 4 34 97
44. 3 6 HE EIN 23 29209 1 2 3 4 3 6 2 3 3 2 EL 3 1 20 95ml Sml PLA 500ml
45. 7 2 1 0 2 25 1 0 TRD TF 150 200mm T TF 200 250mm H 1 0 TF 200 250mm 0 1 28 10 3kN m TF 200 250mm 3 Q 1 0 TF 7 2 No 3 No 4 10 3kN m 250 gt TF gt 200mm lt 3 No 3 O
46. 2 1 2 1 3 2 1 2 2 S52 71 34 54 CHO 20 3000um 200um DT 5kN 11kKN m 1 10 1 4Nmm
47. A 172 50m ICH 5 T NT 500kN m E
48. 5 3 cm s y x 2 1 5 1 0 5 3 24x 107 1 27x10 1 84x10 2 36107 4 63x 107 7 39x107 9 90x 107 4 16x10 1 19x107 3 01x107 5 15107 7 67x10 1 02x107 1 63x10 7 41x107 1 75x10 5 88x10 2 44x107 6 37107 1 2410 2 25x10 2 12x10 8 40x 10 1 07x10 DIN WIN Re 94 1x10 4 1x10 1x10 1x10 cm s 1x107 1x10 0 0 0 5 1 0 1 5 2 0 2 5 BC x 5 11 BC 1x10 1x10 1x10 1x10 cm s 1x107 1x10 5 12 y 95 5 2 4 P P BC x gt 9 X x100 5 9 ai Py x BC y
49. 1 1m 9 500 Im 36 000 H m 26 2 Y LE 132 133 TH RE E
50. 1 2 E 107 7 109 7 a po IE n LE LYS 6 Eds E DA de AE TRD FIED
51. Dl 2 TORY 8 1 qa gt 3 3 2 E 3
52. PE El ae gt o E gt FL m 137 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Fiat 20 i pp 3 7 2004 11 2006 4 pp 63 73 1990 11 FA 100 MAME AA x http www pwrc or jp fukyuu higradesoil kihou html H
53. Production of Air Foam Suspension with Excavated Soil and Its Application to Diaphragm Wall Construction 2009 4 A E it HH E 1 1 1 1 a ee 2 3 Seok Serra read ee 2 2 Om Ree ee ERP a Sag hha ee are 9 2 1 1 9 2 1 2 gt OO 10 2 1 3 11 2 2 0 12 2 2 1 12 2 2 2 13 22 3 ai Sey SE a ea 15 3 3 1 nennen 19 3 2 ee 19 3 2 1 19 3 2 2 20 3 3 22 3 3 1 22 3 3 2
54. TROUPE Kae L 7 1 A O 1 E L 1 TF 200mm 3 0 501 0 313 0 312m B 2 200 250 300kg m EL WC 80 100 77 50mm 100mm LER REO 1 1 27
55. EH H Y 2 172 1 3 26 DEJE
56. LL 10 100 7 5 50 120 320 300 280 E 7 EN NN 260 y ANS E 240 x 2 34 CN OS yl A 0 80 N i 220 ye E mm SR 200 180 160 140 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 kN m 7 6 Anke 3 7 6 0 8 2 34 0 8 32 1 2
57. 6 DEJE TED 8 E 173 37 BON Ua 1 Omi 3 C Vol 64 2008 No 3 pp 505 518 2008 7 H Akagi Y Kondo T Nakayama and H Naoe Cost reduction of diaphragm wall excavation using air foam and case record Proc 5t
58. 30m 4 6 1 HAMAS w 490 5kN m 4 31 TTF 106mm 400mm 350mm 4 91kNm 3 490 5kN m
59. 5 3 1 MOHER7K S EM 4 A 53 4 9 Asa er as AE ARE AE Pw kN mt PkNm kN m KN m sec To 196 9 8 28 4 29 4 440 To 196 196 234 29 4 440 To 196 29 4 30 4 39 2 720 To 196 39 2 282 29 4 440 To 392 9 8 472 58 8 940 To 392 196 514 68 6 1160 To 392 29 4 476 58 8 930 To 392 392 449 449 780 To 196 9 8 212 29 4 400 To 196 29 4 29 6 30 2 570 To 392 9 8 42 9 49 0 740 To 392 294 463 49 0 740 KS 196 196 220 39 2 580 KS 196 39 2 22 5 29 4 520 KS 392 19 6 58 8 58 8 980 KS 392 392 42 7 49 0 900 KS 196 196 KS 196 392 Se KS 39 2 196 REED SIE KS 30 2 392 K4 196 196 259 29 4 500 K4
60. HH at y ZIS HEN Ar ul PEE 2 Re AL Al PEE he LIAL TORA HE 1 2 PE ALSO TERA HEH
61. 9 Hb EROT F ED
62. 3 KUH EN 7233 TRD H MER TRD BZ DAME AY b HHA TRD 7 1 7 1 1 C 18 5 8 TRD 569m 269m 300m 2 E GL 12 9m 21 9m 0 55m 0 1m 1 3m
63. 4 3 90m 100 mm 2 1 4 4 Bugt te os FAR DD 44 aes 4 3 4 3 2 EF
64. 50 Dsso P w bE ORIEL KO HAARE Ey 6 7 6 wmin 8 4 wsep 33 5 Omin 0 80 Onax 2 34 E IR 072 E Yss Ysc gt 119 7 6 g cm 1 619 pa gcm 1 302 E pw g cm 2 632 oo pyc g cm 25 82 wn 24 3 S 62 6 HESS 2 75 mm 18 2 0 075 2 mm 47 5 0 005 0 073 mm 18 3 0 005 mm 16 0 mm 26 5 50 mm 0 321 50 Dsso m 0 0007 34 3 yr 70 0 SM kN m
65. 2 IRD N 60 100mm ZER DEO MEA FE oH IH TRD C 1 TRD BE m EZ mm TRDI 20 450550 TRD II 35 550 700 TRD III 50 550 850 3 161 4 4 1 CHS C 2 C 2 Im kg TRD A
66. 1 5 2 C W C 80 OH FUL 1 76 M C 100 1 09 W 1 6 28 28 5 1 78 NMmm 9 o 3 1 o 1 88 a 2 A2 a 3 1 0 x2 100 150 200 250 300 kg m 5 1 e W C 80 o W C 100 350 150 5 2 200 250 300 AU FAME kg m 79 350 5
67. 2003 093219 2003 3 ARE 2003 001321 2003 1 R ABRY BEAR FREON 4024004 2001 2 EEE Bebe ME 3703359 2000 3 3725750 2000 1 Ir H ee 4148554 1998 2 09 105925 1997 2 176
68. CHAIN RE E L Lon fy EME X be che ype MA E TF 4 BOO HEN DIARREA E E o gt I 9 Im 9 500 26 VH HH 1 140m 8 9 be che ype KEI A EE 2 500m x2 T IL
69. 4 9 y BEDS as LUED BL DETRAS O TORREON Uno Teas BREE EA UA NIE 4 3 FE P 294kN m P 39 2kN m 4 20 4 21 4 20 9 8kN m 14 9KN m 39 2kNm DRI 40 8 4kN m 47 6kN m
70. ALT DREG TF TRD Trench Cutting Re mixing Deep Wall Method 7 7 2 las ESE MA 4 DE
71. I 5 7 x 1 0 y 2 x 1 0 y 6 BC BE 100 150kN m 5 6 1 5 6 4 x 1 y 2 x 1 5 y 3 x 2 0 y 4 R 5 2 Ei 85 kN m kN m 7 300 250 200 150 100 50 5 6 1 1 0 1 5 2 0 2 5 3 0 3 5
72. p W u 140 A B C TRD Trench Cutting Re mixing Deep Wal Method Are A RA TA pt E AEE on HE ETE HAR kN m kN m sec A I To 19 6 9 8 28 4 29 4 440 JAZ To 19 6 19 6 23 4 29 4 440 2 A 3 To 19 6 29 4 304 392 720 x AA To 19 6 392 28 2 29 4 440 2 AS To 39 2 9 8 472 58 8 940 x A 6 To 392 19 6 514 68 6 1160 2 A 7 To 392 294 47 6 58 8 930 2 A 8 To 392 392 44 9 44 9 780 X A 9 To 19 6 9 8 212 29 4 400 A 10 To 19 6 294 29 6 392 570 x A 11 To 392 9 8 42 9 49 0 740 A 12 To 392 294 46 3 49 0 740 A 13 K5 19 6 19 6 22 0 39 2 580 A 14 KS 19 6 392 22 5 29 4 520 A 15 K5 392 19 6 588 58 8 980 X A 16 KS 392 392 42 7 49 0 900 KS 19 6 19 6 K5 19 6 392 B
73. 2 3 15 3 lt AUGE
74. w w 6 1 4 2 3 1 05 10 3 kKN m3 4 8 E 6 4 100 w 0 gt 10 64 er War 0 Vs Ks Fa Yo 64 yo P y O O lt a bw 6 5 a b 7k b 6 w
75. 10 10 8 57X10 lt 0 0 0 631 k 3 51x10 P 2 05x107 5 10 b 10 5 14 P k 5 4 5 14 5s 10 k 96 1x 10 1x 10 110 cm s 1x 10 1x 10 5 13 1x10 1x10 cm s HE x gt 1x 10 1x 10 1 0x 10 1x 10 1x 10 cm s 5 14 30 97 5 4
76. 7 5 10 0 15 0 20 0 920 4 37 4 37 P 4 lt P 4 0 078 gt 0 05 0 698 69 90 80 70 60 A 50 To Ka P 0 W 40 a TotKa P 7 5 UK a TotKa P 10 30 e To Ka P 15 20 To Ka P 20 10 0 0 100 200 300 400 500 600 700 800 kN m 4 37 wi 4 xr 44 6 Gr 62 00 wr 331 4
77. TEED 50m S00kNm 5
78. 3 3 x100 3 4 3 7 FA 100 FA 100 vu 24 3 1 en Re un TE FA FA 100 K 707 703 gt BZ L 1 0 0 02 20 C 1 16 0 01 20 C 1 02 0 01 20 C pH 7 01 01 ER 6 8 0 5 20 C 6 3 C 24 5 20 C eps RARO BO
79. K 06 38 pp 1527 1528 2003 7 H 02 37 PP 1523 1524 2002 7 H 02 36 pp 1859 1860 2001 6 E K 10 33 1998 7 FABRE PEA K 10 34 pp 1581 1582 1997 7 TRD TRD 2001 8 TRD TRD 2002 7 H Em MU E Vol 18 No 4 pp 230 239 2007 nn I
80. 200um 15 50 0392kN m 170 4 1 ALAN m EM TA EMOS EMS EMMA Hm 3 NS30
81. 4 9 9 8 39 2kN m 4 19 6 39 2kN m 2 5250m 5 L1000xH250xW250mm P 9 8 39 2kN m 19 6 39 2kN m FE 3 9 8kNm 2 3
82. 2 3 TERRE ZZ TF 4 4 490 kN m 4 yy 3 27m LE HK EH 135 1 6
83. Excel 1 B 1 kNm 50 m RUI AE B 1 Hk 26 5 si yy A 26 5 Nm 9 81 0 392 509 m 0 0007 ARRAY a ARO 343 70 2 B 2 D 2 S Tso _ m 0 1 Ys Dis VsDsso B 2 m kN 323 3 B 3 B 4 6 1 wm 8 4 TF 4d 10 4 13 TF 150 250mm
84. TF 4 9 TF aw 4 9 a 58 TF mm TF mm 320 300 280 260 240 220 200 180 160 140 120 100 non ou otk oo AN gt gt 9990 0 0 280 260 240 220 200 180 160 140 120 100 5 0 10 0 15 0 20 0 25 0 a 4 24 TF 0 0 5 0 10 0 15 0 20 0 b 4 25 TF 59 320 300 280 260 240 220 200 180 160 140 120 100 TF mm 320 300 280 260 240 220 200 180 160 140 120 100 TF mm 0 5 0 10 0 15 0 25 0 30 0 35 0 40 0 20 0 c 4 26 TF s To WL 45 A To WL 62 e To WL 331 0 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 d 4 27 TF 60 a 6 24 24 4 26
85. 4 9 TF a P lt 10 OXI TF 0 780 3 90 w 4 10 0 8170 0 180 0 0422S 1 71P 199 N P 10 O lt l a TF 0 2000 3 90 w 4 11 0 8170 0 180 0 03635 0 601w 196 oy 62 3 P lt 10 O 1 a TF 0 2310 0 00628w 3 86 w 0 04225 1 71P 199 4 12 4 P 10 O 1 A TF 0 2570 0 003 16w 4 10 w 0 0363S 0 601w 196 4 13 TF TF 4 30 I VEY TF 100mm 300 mm 4 10 4 13 TF mm o P lt 10 Q lt 1 oP lt 10 0 1 AP gt 10 0 1 0 50 100 150 200 250 300 mm 4 30 TF Gh 4 6 15 50
86. 5 2 1 BC RIE EA LIENEE ES K lt 4 4 1 4 2 1 0 TF H 200 m w 17 5 TF 200mm 1 0 w 17 5
87. lm 1m Im SMW Soil Mixing Wall H
88. 92 9 2 3 k 10 cm s 5 2 1 28 kN m p kN m RB p gt p 9 k cm s i kat 5 6 5 6 k cms
89. 6 1 1 6 1 2 6 1 3 6 1 4 6 2 are 7 7 1 Ti e O ce ee Sieh th ee Ns 7 1 2 7 1 3 20 SPP RPP oes eee eee HERE Eai Tes Sew Ae ee eae eee Ferrara er 1 22 7 2 3 7 3 7 3 1 IERT 7 3 2 7 3 3 SEELE OH 7 3 4 LV EED me A PA ee iii A
90. AO ESAL SD HOP CHE Cd 0 80 LOPE wii CNS OR ERIE Iran E un ROT a WEIS CIA OTERO AT
91. 5 1 1 5 1 5 1 1 2 3 1 0N m X2 1 2 3 300kg m3
92. THE o ZEKE UK 136 E 1 2 173 KF k UR ii e SM dA 4 TF CR BO CH 1472 JE Er 10
93. 42 4 9 4 11 AMLO BP yr RIA P yy P yr 0 0894 gt 0 05 4 11 4 6 ZECU Wep2 WL 4 6 wep wr 4 3 4 w
94. v waip 4 3 6 1 Win 6 97 0 0403P lt w 6 1 6 1 P y 6 1 2 TRD SMw TRD TF 150 200mm 4 5 TF 10 OP 1 4 1 2 34 4 10 4 13 TF 6 2 TF a w B gt 150 6 2 TH NDTFE an Bn gw P w an O
95. 24 4 41 MARE 29 4 1 1 D 30 4 1 2 32 4 2 ee 33 421 33 4 2 2 34 4 2 3 34 4 3 36 4 3 1 36 4 3 2 37 43 3 40 4 3 4 9 43 4 4 rennen 45 4 4 1 45 4 4 2 51 4 4 3
96. gt Ka 98 1 ICKY We AR RE amp LTOWE TRE BEA EOI EMEA VET SO 2 7 BC x BC 3 P 30 10Ycm s EK P gt 30 10 0 P 9 N 99 6 101 6 14 17 4
97. 2 5 20 2 4 10 41 1 02 L 4 10 4 6 4 11 1 30 a K6 Ka P 10 WL 44 6 a K4 Ka P 15 WL 44 6 1 25 A K3 Ka P 20 WL 44 6 e To Ki P 15 WL 62 0 1 20 4 To Be P 2 5 WL 331 4 fe To Be P 10 WL 331 4 pay 1 15 m To Be P 15 WL 331 4 ta 1 10 1 05 1 00 0 10 20 30 40 50 60 70 80 90 4 10 A P 2 5 70 0 P 10 y 0 1373x 18 953 P 15 R 0 9011 60 0 o P 20 50 0 40 0 Y 30 0 te 20 0 10 0 0 0 0 50 100 150 200 250 300 350 411
98. x 0 5 4 0 5 6 2 1 0 1 5 2 0 2 5 3 0 3 5 FE HE OS A x 1 0 86 4 0 kN m kN m A OG KE 6 Oy LE 90 6 O 5 6 3 x 1 5 300 250 200 150 100 50 0 0 0 05 10 15 20 25 30 35 40 5 6 4 x 2 0 87 x 1 0 y 2 0 5 7 x 1 0 y 6 0 5 2 BC magg A aed b pr g cm qu kN m Eso kN m 0 5 1 1 074 96 56 16895 1 0 1 1 132 161 71 17884 1 5 1 1 151 241 46 23786 2 0 1 1 254 258 17 27297 0 5 2 1 078 75 60 12521 1 0 2 1 145 110 88 10980 1 5 2 1 179 179 77 19001 2 0 2 1 207 181 29 24687 0 5 3 1 213 49 38 8576 1 0 3 1 236 95 84 10753 1 5 3 1 236 152 00 14047 2 0 3 1 231 174 01 16640 0 5 4 1 169 27 61 3042 1 0 4 1 216 54 96 6107 1 5 4 1 190 99 71 9984 2 0 4 1 198 126 26 11847 0 5 5 1 237 23 93 2074 1 0 gt 1 197 40 05 2846 1 5 5 1 204 70 65 5627 2 0 5 1 208 83 18 6299 0 5 6 1 295 9 97 1675 1 0 6 1 180 21
99. PCT JP2008 064571 2008 8 A 2 SHEK 2007 286732 2007 11 WHR 2007 819 2007 1 2007 818 2007 1 Ax KWEH 2005 169402 2005 6 2005 72189 2005 3 2004 281162 2004 9 2004 281151 2004 9 2004 096994 2004 3 EFE EE R
100. 4 CD AE All
101. 4 19 ERD 5 SRLVED 4500 3 5 3 1 3 ES EE 4 51 4 19
102. 12 7 3 ue a W C TF I EAER BE No eye o 3 3 N mm 3 kg m g cm mm cm s kg m 7 28 1 200 80 0 1 270 223 0 325 0 441 2 200 80 1 1 400 218 0 453 0 557 3 250 80 0 1 230 221 0 484 0 602 4 250 80 1 1 430 235 0 705 0 913 S 300 80 0 1 240 235 0 601 0 824 1 74x107 6 300 80 1 1 420 239 0 936 1 138 1 72x10 7 7 4 2 g NS E W C WAA en kg m g em 28 H N mm cm s kg m 1 HARO RA 300 80 1 1 336 70 1 1 826 1 76x107 2 300 80 1 1 314 69 2 2 718 6 28x107 3 300 80 1 1 297 85 6 2 139 411x107
103. E II H le FO DE JC LG ag 7 4 1 116 lm 0 231m R O 1 K 0 291m 0 022 m 0 522m 052m 0 079m 95 0 447m
104. w WINE ERE min DECEO Y 6 1 O TF O O mE 6 1 3 w 4 77 6 3 100 P P lt w 0 0253S 1 170 1 07 wampal QE E 6 3 104 6 3 P wp wp Q w 6 1 2 O w
105. 3 5 AE 20 3000hm 200um 2 600 Po so h or AEA P 5 H A a 400 2 a El a 300 E a T m y N pal YON ES a S200 Hi _ 100 ha i a 50 Is 50100 200 300 400 500 600 800 1500 3000 4000 m 3 5 E FEL 1 2 3
106. d 4 21 IWEK 48kNm E El UCEERDS amp LEED 4
107. x P 5 13 5 13 30 Py 30 r 10Ycm s Pp 30 Pp 30 HH 30 2 5 13 Pz 30 P
108. DAL AMIA L 0 392kN m 3 3 A 3 4 20 1800 3 2 TE 33 3 4 21 3 3
109. El 300kg m W C 80 IEA HIRT OL 0 339m 0 195m gt 0 447m 0 195m 0 642m 0 303m 0 642 0 339 x 7 5 7 4 0 86 14 7
110. 1 15 200 300kg m 5 2 1 5 1 4 BE W C 80 fi W C 80 1 3 1 2 1 1 3 81 0 0 9 4 ty 0 8 a 0 7 0 6 0 5 100 150 200 250 300 350 kg m 5 4 81 RB 5 1 5 1 me AR AM TA nn AIR EM DAA kg m kg m p g em mm 7H 5 cm s 1 B 250 200 80 0 1 270 212 0 547 1 38
111. KN m 0 70 0 80 0 90 1 00 12207 1 40 1 60 1 80 2 00 2 20 2 30 2 40 2 60 6 5 tS 8 4 10 0 15 0 20 0 00 25 0 30 0 31 0 40 0 45 0 50 0 55 0 BOLE lt 7 154 4 B 3 RBA ym 2 2 2 3 B 3 B 4 Wia 6 97 0 0403P 100 P P w 100 100 Wey 0 02538 1 170 1 07 B 3 TF 0 2 0 3 0 70 0 80 0 90 1 00 1 20 1 40 1 60 1 80 2 00 2 20 2 30 2 40 2 60 6 5 Te 8 4 10 0 15 0 20 0 04 25 0 30 0 31 0 40 0 45 0 50 0 55 0 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 30 6 30 7 30 8 30 9 31 0 31 2 31 3 31 5 31 6 31 8 31 9 31 9 92 1 B 4 kN m 0 70 0 80
112. 35 0 30 0 25 0 20 0 amp SS H 15 0 x 10 0 4 5 0 k 0 0 0 180 360 540 720 sec K5 A 39 2 A 19 6 14 150 KN m KN m 60 50 40 180 360 540 720 900 sec 0 WEKE 1080 1260 1440 K5 Ps 19 6 Ave39 2 A 15 1620 180 360 540 sec 4 720 900 K5 P 39 2 Ave39 2 16 151 1080 KN m FOO OF OOO 180 360 540 sec K5 P 39 2 Ar 39 2 A 17 152 B Pa 6 2
113. CMC CMC 4060 0 51 0 53 10 20 14 03 WAL 60 80 12 123 10 30 325 0 53 BE 80 120 1 3 223 20 40 46 13 2 4 kg m At Ah WERE a Dy RE KERE ae WAE EA aa K 1000 1000 1000 1000 SY IH PeR 30 40 80 20 ERER 3 2 3 2 CMC age 0 4 0 6 3 6 3 8 1 5 2 2 2 0 60 0 0 0 0 4 0 2 2 2 2 2 2 2 2 5 2 5
114. BC an bs en p cm s x A oe 0 5 1 16 7 2 36x10 2 0 5 2 232 4 16x10 0 5 3 25 0 7 67x10 P lt 30 1 0 1 25 0 1 84x10 0 5 4 26 7 1 75x10 0 5 5 27 8 1 24x10 0 5 6 28 6 1 07x10 1 5 1 30 0 1 27x10 9 67x10 1 0 2 33 3 9 90x10 8 50x107 2 0 1 33 3 3 24x107 8 50x107 1 0 3 37 5 5 15x107 7 00x107 1 0 4 40 0 7 41x107 6 16x107 1 5 2 40 0 7 39x107 6 16x107 1 0 5 41 7 6 37x107 5 58x107 1 0 6 42 9 8 40x107 5 16x10 P 30 2 0 2 44 4 4 63x107 4 60x10 1 5 3 45 0 3 01x107 4 41x107 1 5 4 48 0 1 63x107 3 35x 107 1 5 5 50 0 2 44107 2 65x10 2 0 3 50 0 1 19x107 2 65x 107 1 5 6 51 4 2 12x107 2 15x107 2 0 4 53 3 1 02107 1 48107 2 0 5 55 6 5 88x10 7 00x10 2 0 6 57 1 2 25x10 1 43x10 5 3 1 6 1 15 1 2 ol 3 EOF gt UN
115. 5 2 y 4 4 5 50 Sm7kN 4 1 E 4412452 1 02 1 02 we 31 0 EB 6 25 0 HEW 5 16 5 EW 4 11 5 HER 3 6 0 wep 4 5 4 6 247 e 30 25 20 a
116. H E Mit DOM EDER FM Ek SH la E 34 E
117. RA RATT TRD 0 2 ORYMRH 5 y 7H Ow Ke ai ai si Heit SSSSSSSSS SS NN NS NS N er Se En DAT MM EEA LEM SHUENE A HEEL SSSSSSSSY SSS SSSSSSSSSS SSSA SSSS 11414 11212 191 Ale HAY IAL LAG bP SSSS NS NS CCA
118. 16 FE SF 17 2006 3 139 N 18 19 20 21 22 23 24 25 26 27 28 29 C Vol 64 2008 No 3 pp 505 518 2008 7 NH B CB TM 146 61 pp 287 288 2006 9 II 503 59 pp 1005 1006 2004 9 K 10 39 pp 1593 1594 2004 7 M 611 58 pp 1221 1222 2003 9
119. 7 3 3 7 3 2 TRD VH2 amp Kini Bee SM O 2 TRD 7 10 lm 1 749 Alm 1 163 H m 7 10 Im
120. O TUN Q 1 a To 0 1 32 To 0 1 76 e To Q 2 22 9 To Q 2 47 B To 0 3 24 A To Q 5 31 500 600 700 27 288 TA ILC 4c H Vo 4c 0 344 4 4 9 4 33 0 697 81 1 Viol 4 lt Yo 4 0 798 66 Ic
121. 2 ww 6 4 7 4 7 Sm7kN P yr wss O 100 P P 0 0253S 1 170 1 07 m 4 7 wp 20D Io 3 yc kNm 4 8 ys 7s kN m kNm P O w ID u 100 w 0 100 P P w 0 Fs Ks Vp Vo 4 8 4 TF TF mm P 6 10 1 4 4 10 4 13 EX O yw A Ko ap AWR 1 P lt 10 O lt 1 TF 0 780 3 90 w 4 10 0 8170 0 180
122. 4 4 6 P 4 7 zi AE E sep sepl 100 sep2 100 ne 0 02539 41 170 1 07 LLE 2 100 100 4 7 4 6 BLUE 4 12 4 12 5 D 50 4 7 43 4 6 wp 6 SKN RRA wi 00 To 1 236 0 0 2 0 31 0 34 7 K6 699 0 0 2 0 25 0 21 1 KS 451 0 0 2 0 16 5 14 8 K4 248 0 0 2 0 11 5 9 7 K3 156 0 0 2 0 6 0 7 4 K5 451 0 0 4 0 22 0 172 K6 699 0 0 8 0 14 0 28 1 To 1 236 0 0 0 5 30 0 32 9 To 1 236 0 0 1 0 30 0 33 5 To 1 236 0 0 2 0 35 0 34 7 To 1 236 0 0 4 0 42 5 37 0 To 1 236 0 0 8 0 43 0 41 7 To 1 236 0 0 10 0 50 0 44 0 To Ka 1 236 7 5 44 6 2 0 35 0 35 4 To Ka 1 236 15 0 4
123. 7 4 7 8 TRD 7 9 7 10 7 11 Im X 23 1 3 WE 2 3 1 3 7 11 3 Im 4 3 3 3 3 m H m m H m ehe mm 10 000 0 642 nr EIR HE 25 000 16 050 26 375 WEE sr a 10 000 4 750 14 120 Kit HS KEHE E 25 000 2 11 875 en 35 300 128 Av PTA
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125. Qmin 1 25 TRD TF 150 200mm T TF 200 250mm H 0 1 25 TF 200 250mm 1 25 10 3kN m TF 200 250mm 3 le O 1 25 D yc TF O 1 25 0 162m7m M 4 REM lm 407m O 1 25 1
126. 157 8 B 4 O B 4 ZE 7 10 3 Ox 2 30 B 4 kN m 0 70 0 80 0 90 1 00 1 20 1 40 1 60 1 80 2 00 2 20 2 30 2 40 2 60 6 5 17 23 16 57 15 95 15 39 14 36 13 47 12 69 12 00 11 38 10 82 10 56 10 31 9 86 7 5 17 11 16 46 15 86 15 31 14 30 13 43 12 66 11 97 11 36 10 81 10 55 10 31 9 86 8 4 17 01 16 37 15 78 15 23 14 25 13 39 12 63 11 95 11 34 10 80 10 55 10 30 9 86 10 0 16 83 16 21 15 64 15 11 14 16 13 32 12 58 11 91 11 32 10 78 10 53 10 30 9 86 15 0 16 32 15 77 15 25 14 77 13 89 13 12 12 43 11 80 11 24 10 74 10 50 10 28 9 85 20 0 15 89 15 38 14 91 14 47 13 66 12 94 12 29 11 71 11 18 10 70 10 47 10 26 9 85 25 0 15 50 15 04 14 61 14 20 13 45 12 78 12 17 11 62 11 12 10 66
127. B 0 5SN mm 10 cm s B 220kg m W C 100 7 7 7 7 7 7 w A A W C kgm 0 kg m N mm cm s 1 B 220 100 0 8 0 69 4 90x10 5 B 220 100 0 8 2 82 3 60x10 3 B 220 100 0 8 1 47 2 60x10 4 B 220 100 0 8 1 63 8 60x10 5 B 220 100 0 8 2 10 9 00x 10 6 B 220 100 0 8 3 12 1 60x10 7 B 220 100 0 8 3 62 7 20x10 8 B 220 100 0 8 4 55 2 10x10 Y 5 2 50 7 07x10 1 2 3
128. BC y L 3 y 1 2 3 4 5 6 E E A 5 3 y 5 3 BC BC x L 4 BC x0 5 1 0 1 5 2 0 ELE 83 _ BC 5 4 BC BC TF TF 200mm BC TF 200mm 2 73 10 TF 200 250 mm
129. n 0 357 0 0 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 m m 4 35 68 4c EE 6 EMS 533 L OE 4 9 2 0 4 36 4 36 8 4 100 t To S 1236 90 F K6 S 639 80 H a kK5 S 451 o K4 S 248 0 BRE 60 ae St EE O O O O S E 50 2 40 UK 30 20 10 H 0 0 50 100 150 200 250 300 350 400 450 500 550 kN m 4 36 Q 2 0 P 4
130. kNm 30 100 90 80 70 Ht 60 im 50 E 40 30 20 10 0 0 01 0 1 1 10 mm 41 4 2 RE 30 HER g cm Dsso m S m7kN To 2 629 25 79 1 88x10 1 236 K7 2 620 25 70 1 9610 1 192 K6 2 620 25 70 334x107 699 K5 2 620 25 70 NP NP 5 17x10 451 K4 2 620 25 70 9 41x10 248 K3 2 620 25 70 1 49x10 156 NS30 2 620 25 70 1 36x10 172 L EY kN m ll 4 1 2 4 3 3 4 3 ary ET 2 701 DEEE em 0 psa ee WLC 44 6 62 0 331 4 WO 17 6 25 6 10 0 27 0 36 4 321 4 0 13 8 0 37 0 26 2 0 63 0 60 0
131. I D 2 3 2 6 ee SY ATA PREM EY Y ATEN ne KE ml 30 30 s 2236 22 36 20 36 20 36 1 04 1 20 1 04 1 10 1 01 1 20 1 01 1 10 pH 710 5 710 5 711 5 711 5 vol 1 1 18 20 38 2 3 O 2 2 3 Im 300kg W C 250 300 150 300kg
132. TF 2 0 TF S TF 4 25 TF 0 30 8 2 TE TE 4 26 TF Q 2 0 amp TF TF 4 27 4 24 4 27 TEF
133. 7 8 0 407m 0 162m 0 293m 0 407m O 1 25 0 162m LEN MH IE Im 0 568m 0 568m 0 147m 95 0 428m B 220kg m W C 100 Z A LATA L E 0 293m 0 047m REVELE IE 0 475m Lot EE E OH 0 428m E 123 HA E 0 047m A HEVE EED 0 182m gt 0 475
134. 2 3 CMC CMC CMC CMC 2 3 CMC 2 4 CMC CMC CMC 12 2 3 1m kg CMC HAIE CMC
135. 143 B 153 C TR 161 Wid 1 1 1 A M HE IA 1950 FR n y 1 CTE DEE CIE RTE TO ARE UVA N 1959 ED CEM ENTE MERE TEIL El A KUN YA ME ASA Kin vr IA BRERA REET E V REI OZER PR BRD DHH PE PELI HAY Y RE A IL
136. Ex 0 162m yy TF 7 6 7 11 8 14 5kN m TF 180 210mm TF E 7 0 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 6 90090000000 400000000 III 0000000000 40600000000 S12 1 0 0 8 18 0 16 0 14 0 EEE 10 0 12 0 8 0 6 0 16 0 7 15 0 as 14 0 13 0 Sed c kN m TF mm 12 0 11 0 10 0 AA 220 p 210 200 190 180 170 1 0 9 0 17 122 5 0 407 m 0 162m JIC
137. P O 10 1 0 10 ws 6 3 1 0 Weep 30 9 153 Omar 10 3kN m3 6 4 we Ona 235 won y Onin Qa DT w 6 55 0 Q 0 7 2 6 B 3 B 4 ali Ar B 3 TF Nn 0 70 0 80 0 90 1 00 1 20 1 40 1 60 1 80 2 00 2 20 2 30 2 40 2 60 6 5 CS 8 4 10 0 15 0 20 0 00 25 0 30 0 31 0 40 0 45 0 50 0 55 0 lt BZ B 4
138. wn Winin 4 2 1 4 2 4 KOT 6 4 4 IZ 5 30 8 66 6 97 00 42 a a oe 4 4 EMOS
139. TF ISR 5201 TF 4 23 TF 9423 p70mm p100mm 60mm 1 1 15 mm mm 2 TF mm Ta 4 23 TF TF TE 0 25 4 0 TF TF 4 24
140. WIC 80 7 3 7 3 E gt Ayo BAK REL D BE b RNE 28 1 4 2 0 49N mm 0 98N mm No 6 300kg m W C 80 14 7 4 N 950mm H 100mm de k 5 1 1 0X10 cm s ROT 1 3
141. cma s A cm2 7 S m Ah m A Ah Ah Z cm 7 cm s PELE la 5 8 A p 93 5 3 x BC k BC REH x 5 11 5 12 CB x M 5 11 5 12 BC x 05 1 0 gt x Pr
142. 162 5 5 1 C 1 TRD HR 737 HER TRD BE ASS BR LIAD has e OH MEPIS ORA K TRD C 1 163 5 2 TRD C 1 TRD TRD TRD
143. 3 16m 16 28m 111 1 1 2 1 TRD MEE THES A 7 1 50 Dsso 1 7 1 gcm 1 567 pa g cm 0 924 AD ERT OH BE pos g cm 2 762 nes pa g cm 27 10 ws 69 6
144. Sr 96 3 2 75 mm 9 5 0 0752 mm 33 6 0 00 0 073 mm 34 1 A 0 005 mm 22 8 ye eee mm 19 S0 mm 0 45 50 Dsso m 0 00045 56 9 wL 90 0 a VH kN m KR HI Em cE ME 0 001 0 01 0 1 N 1 mm Dsso 0 00045m 100 7 1 SOMME Dss 112 2 yo ser 50 Dsso P wr 6 El Wmin 6 1 Onin 6 2 Weep ZA 6 3 Qnar 6 4 w amp Al O 8
145. 0 910 9 69 7x 30 6y 121 5 5 qu MERA E DHE ZEAL KN m 5 10 89 300 250 200 150 100 kN m 50 0 1 2 3 4 5 6 1 5 8 1 30000 25000 20000 15000 kN m 10000 5000 0 1 2 3 4 5 6 1 5 8 2 90 300 250 o o 150 o o kN m an o 0 0 0 5 1 0 1 5 2 0 2 5 BC x 5 9 1 BC x 30000 25000 20000 15000 kN m 10000 5000 0 0 0 5 1 0 1 5 2 0 2 5 BC x 5 9 2 BC x 91 kN m CD o o an N o an o 50 100 150 200 250 300 kN m 5 10
146. KN m 0 A 180 360 540 720 900 1 080 1 260 sec To 9 8 39 2 5 o 0 HERO 9 9 9 9 9090 FOO 180 360 540 720 900 1080 1260 sec To 9 8 A39 2 6 146 kN m kN m 70 0 60 0 50 0 SS 40 0 DEDOS D 30 0 a 20 0 Al 4 4 10 0 180 360 540 720 900 1 080 1 260 sec To A 29 4 AF39 2 7 6 180 360 540 720 900 1080 sec To A 29 4 A39 2 8 says kN m KN m 45 40 35 30 25 60 50 40 30 20 OOOO OOO OOO VO 180 360 540 720 sec T
147. yer ER 10 13 TF TF On wa ye TF ws wm Q DIEE Omar Omin 7 2 7 B 400 i CALA 350 me fae 57 a 300 TF mm RO a o 200 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 kN m 7 2 113 3
148. 100 e To Kal5 wL 27 5 To Ki15 wL 36 5 a To Bel5 wL 331 4 A 100 200 300 400 500 600 700 kN m 4 38 800 10 20 30 40 50 60 70 4 39 71 80 4 10 AE E 20 SMAN EPH wi aga e To 1 32 0 363 1236 0 0 67 9 68 5 To 176 0 431 1236 0 0 53 5 56 6 To 2 22 0 469 1236 0 0 39 2 49 9 Q To 2 47 0 505 1236 0 0 34 6 43 6 To 3 24 0 584 1236 0 0 28 9 29 8 To 5 31 0 697 1236 0 0 19 7 10 0 To 2 47 0 505 1236 0 0 34 6 43 6 5 K6 1 82 0 434 699 0 0 54 1 56 1 K5 2 76 0 549 451 0 0 49 3 35 9 K4 2 79 0 544 248 0 0 43 9 36 8 To Ka 247 0 505 1236 0 0 34 6 43 6 To Ka 1 72 0 425 1236 75 44 6 374 45 1 P To Ka 176 0 431 1236 10 44 6 30 2 39 9 To Ka 2 25 0 491 1236 15 44 6 18 4 21 0 To Ka 2 22 0 500 1236 20 44 6 20 1 11 1 T To Ki 1 93 0 536 1236 15 62 53 5 13 2 To Be 1 75 0 430 1236 15 331 4 43 1 31 7 47 RII ZERO VA DIRE Cd DS LE USHER FRA E TREO ZEN EAS
149. 2 75 10 5 5 e 50mm 100mm BC 1 28 FS B 84 El 5 5 7F200mm 5 6 1 5 6 4 5 6 1 gt BC x 0 5 5 6 2 x 1 0 R 5 6 3 14 x 1 5 5 6 4 x 2 0
150. 51 45 57 4 5 1 57 4 6 64 4 6 1 64 AT 72 5 5 1 77 5 1 1 78 5 1 2 80 5 1 3 81 5 2 83 5 2 1 83 5 2 2 89 5 2 3 93 5 2 4 96 5 3 RED 98 6 6 1
151. H F TF TF TF E Lic 4 5 1 TF w m Q S P yr TF
152. O O O 6 2 4 8 TF 4 10 4 13 O w ye TF TF As O 7 TF wep Ona 4 105 6 1 RO NN Na 2 09 O o oooO TF mm m m o 200 180 160 140 9
153. TF 10 TF 10 TF ve TF mm W 10 a W 15 W 30 0 0 0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 4 28 TF 61 Co o 260 240 220 E 200 E 180 160 0 To W 10 a To W 15 RN To W 20 120 To W 25 X To W 30 100 0 0 50 10 0 15 0 20 0 25 0 30 0 35 0 40 0 4 29 TF a 1 10 4 an By EE Lae gw O P rr
154. 5 EMMA 3 EM 2 REMAKE 8 52 7 65 8 66 6 15 5 58 5 30 6 97 X 4 2 2 4 5 4 5 O 19 11 6 160 44 36 4 2 3
155. kg TRD B l kg 10 0 15 0 010 00 HHE 20 0 0 10 02 50 Ab FDA 30 0 0 2 5 0 1 50 EF ER 40 0 0 5 0 4 2 3 3 Im3 lm WC TRDC m3 0 kg Hit 220 280 100 300 05 60 AE CHRE KB 180 250 100 300 0 5 60 ED WER 3 150 250 100 300 05 60 150 250 100 300 0 5 60 qu 0 5N mm 43 El C 4 C 4 TF 3 1 45 2 00 25000 150 200mm
156. w 4 28 4 29 4 28 TF 1 0 1 TE 1 O TF Es 1 1 4 29 0 2 5 TE 2 10 TF 10
157. 1 1 2 3 IP8 IP6 1 1 0 501m TF 182mm 2 1 0 313m TF 196mm 3 1 0 312m TF 212mm 2 en 82 A En E A XN ES zu Su Bul 5 2 0 5N mm 1 0X 10 cm s HUBBER KE lt
158. 7 8 lt m mW en m 1 1 140 0 407 0 162 0 190 0 182 1 04 123 7 3 ERE TER 7 3 1 7 9 HER UHE EURE
159. E CUERO Pir ER H E lt cr L DORAL y SACOM HB v
160. Vio Us 4 0 00671 lt 0 05 100 8 e To Vbo 0 344 To Vbo 0 363 40 y a To Vbo 0 431 30 y e To Vbo 0 469 To Vbo 0 505 20 f 8 To Vbo 0 584 A To Vbo 0 697 10 9 x oe 0 100 200 500 600 700 300 400 kN m 4 33 4 4 15 4 4 34 QO 1 0 2 2 0 344 0 469 REA y E 1 7 28 5 4 x100 E 4 15 DO
161. 115 5 O 1 0 312kg m TF 7 3 TF 180 210mm y 1 2 E E Yc 11 8 12 8kN mM TF mm 250 240 230 220 210 200 190 180 170 160 150 TF mm a kN m 10 20 30 40 50 60 7 3 TF 7 1 3 BEVEL IS HAA 14 0 13 6 13 2 12 8 DRS 12 4 12 0 oy 11 6 8 1124 10 8 10 4 10 0 SARE CPE
162. 2003 7 H 02 37 PP1523 1524 2002 7 H 02 36 pp 1859 1860 2001 6 FARO AR K 10 33 1998 7 H BARRE K 10 34 pp 1581 1582 1997 7 cu m m T Fujino T Asaeda Y Kondo and K Onishi Water Retentive Roof and Its Mitigation Potential of the Urban Thermal Environment First Int Workshop on architectural and urban ambient environment Nantes France CD ROM Ipages 2002 2 T Fujino T Asaeda Y Kondo K Onishi and R Kumagai Characteristics of Water Sustainable Ceramic Roo
163. 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 kN m3 B 1 159 TF rag C TRD Trench Cutting Re mixing Deep Wall Method 1 TRD TRD Th DUE
164. 0 90 1 00 1 20 1 40 1 60 1 80 2 00 2 20 2 30 2 40 2 60 6 5 eD 8 4 10 0 15 0 20 0 04 25 0 30 0 31 0 40 0 45 0 50 0 55 0 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 30 6 30 7 30 8 309 310 31 2 313 31 5 31 6 31 8 31 9 31 9 32 1 155 5 TF TF B 3 TF 2 2 10 1 1 1 2 10 2 1 2 2 KOT TF B 3 P 34 3 2 1 2 2 1 1 P lt 10 O lt 1 TF 0 780 3 90 w 0 4 0 8170 0 180 0 0422S 1 71P 199 1 2 P lt 10 O21 TF 0 2310 0 00628w 3 86 w 05 0 0422S 1 71P 199 2 1 P210
165. 1 0 312kg m 7 2 No TF Q kg m kN m mm 1 1 0 0 15 01 136 4 1 0 156 12 65 179 3 3 1 0 312 12 46 212 1 4 1 0 467 12 32 246 1 1 0 10 3 200 3 4 3 O 1 0 312kg m 114 200 250 300kg m 3
166. 10 11 12 13 14 15 16 kN m 6 1 6 1 ye TF TF PEREDA VE CERDA TF
167. 10 44 10 24 9 85 30 0 15 17 14 74 14 34 13 96 13 26 12 63 12 06 11 54 11 06 10 62 10 42 10 22 9 85 31 0 15 10 14 69 14 29 13 92 13 23 12 60 12 04 11 52 11 05 10 62 10 41 10 22 9 85 40 0 14 60 14 23 13 89 13 55 12 94 12 38 11 87 11 40 10 96 10 56 10 37 10 19 9 85 45 0 14 36 14 02 13 69 13 38 12 80 12 27 11 78 11 33 10 92 10 53 10 35 10 18 9 84 50 0 14 14 13 82 13 51 13 22 12 67 12 17 11 70 11 28 10 88 10 51 10 33 10 16 9 84 55 0 13 94 13 64 13 35 13 08 12 55 12 08 11 63 11 22 10 84 10 49 10 32 10 15 9 84 84 8 4 sal sal 84 84 84 84 84 84 84 84 84 30 6 30 7 30 8 30 9 31 0 31 2 31 3 31 5 31 6 31 8 31 9 31 9 321 158 9 B 1 B 3 B 4 TF RE E E TF mm CD o o N N a gt oo o oO Wsep 31 0 N N N o N o o O teed dees o o 140 9
168. 100 kN m Zar 42 15 50
169. 15 02 0 L 4 38 wi 4 P Vin 4 0 00148 lt 0 005 0 804 A 4 4 17 175V 1 67P 132 4 17 4y 4 177 4 39 BLU VA SEO MIRNA HEE LC OREA L ADNA 70 4 17
170. 829 0 231 0 291 0 250 0 303 0 83 2 2 059 0 231 0 350 0 321 0 362 0 89 2 444 0 231 0 320 0 286 0 333 0 86 118 1 2 7 2 1 19 5 6 TRD 80m GL 26m 0 55m 0 2m 2 12m WERKE 12 28m Lt 1 2 2 1 TRD 7 6 50 ss 7 5 I 2
171. ER 25 kg 500 kg 2 600 t m BP EE 0 506 m 312 kg 393 kg 8 kg SPA REE ale 612 kg 17 kg 1 000 mi 7 7 9 129 EKI EE 1 000 m 1 618 t m 243 2 632 t m 1 302 kg 505 kg 50 kg 1 000 kg PA DEE 2 600 t m 7 LATTE A E 0 402 m 10 130 1 34
172. KU GEH ARA AP wr EAU w y O SY AIT BREE LO bY OHH OTTER DS Z L BIDE
173. kN 416 4 7 19 6kN W E To K7 K6 KS K4 K3 S kN m 1236 1 192 699 451 248 156 taria BEBE TZ ARE sec 9 10 12 11 26 52 KURER Meee e E SERE WEBI E COKE g 58 79 97 89 214 458 EAKR E sec 21 31 Ol os fore A g 172 273 602 RESORTS TR NEGRA E O BEBE AIR EN TARO HER HEAR CBR LL CROZ LOT OBA RK ABC 152 M9 0 1 m3220 48 4 17 4 8 10 cm s 10 cm 3 p20 3000um EHA 200um Ar
174. 0 0422S 1 71P 199 2 P210 O lt 1 TF 0 2000 3 90 w Gis 0 8170 0 180 0 03638 0 601w 196 3 P lt 10 021 TF 0 2310 0 00628w 3 86 w a 0 04225 1 71P 199 4 P 10 021 TF 0 2570 0 00316w 4 10 w Aas 0 03635 0 601w 196 74 5 75 5 9
175. 0 293 7 8 7 1 19 0 5 70 1 3 124 ER I se Hit Bp a N 1 000 m 1 618 t m 243 2 632 t m 1 302 kg RIA OAKES 472 kg 242 kg 147 ty lee EX Y MBE 7 8 Anke
176. 000 a E M 2 10 1267 m 10 000 5 000 0 5 000 10 000 15 000 20 000 25 000 30 000 m3 7 11 14 VHD EWR O HB SM TRD 1 TE HR REAL amp KRAER RE OKRO ido E UL OFF 131 2 TF IE WC BAR 3 12 WH 1 2 1 3 TRD
177. 1 28 6 5s 70 1 2 AO 100 7 1 117 1 000 m 1 567 t m 69 6 2 762 t m EX bh ERE A 7 4 7 5 HAIE m m m 1 2
178. 1 6 01x10 1 B 250 200 80 1 1 460 210 1 090 2 623 2 52x107 1 B 250 200 80 0 1 140 200 0 499 1 320 1 B 250 200 80 1 1 490 183 1 483 3 238 E 2 B 200 160 80 0 1 260 180 0 286 0 403 2 B 200 160 80 1 1 470 180 0 566 0 761 2 B 250 200 80 0 1 310 193 0 394 0 677 2 48x10 2 B 250 200 80 1 1 470 181 0 681 1 206 1 98x10 7 2 200 160 80 0 1 280 150 0 601 0 899 2 200 160 80 1 1 520 154 1 443 1 911 2 10x10 3 HXEH 200 160 80 0 1 267 223 0 325 0 441 3 200 160 80 1 1 404 218 0 453 0 557 3 200 200 100 0 0 403 0 533 a 3 200 200 100 1 1 400 240 0 396 0 500 3 250 200 80 0 1 430 155 1 091 1 494 3 47x10 3 250 200 80 1 1 520 160 1 557 2 352 1 41x107 3 250 200 80 0 1 232 221 0 484 0 602 3 250 200 80 1 1 431 235 0 705 0 913 1 74x10 3 250 250 100 0 0 439 0 651 3 250 250 100 1 1 419 250 0 627 0 777 3 300 240 80 0 1 237 235 0 600 0 823 3 300 240 80 1 1 417 239 0 935 1 138 1 72x107 3 300 300 100 0 0 600 0 799 E 3 300 300 100 1 0 692 0 900 3 02x107
179. 1 5 120 193 965 232 0 68 1 39 15 ny ry AE 1 Ce Sa 2 1 00kgf cm 98 1KN m 2 2 EN BEBA OFERENTE TE CREO REPEL AEE Coo 2 2 1 CMC CMC
180. 12 5 3 5 3 10 10 cm s T 200 300kg m 1x 107 1x102 1x 10 3 1x 10 1x 10 cm s 1x 10 1x 107 1x 10 100 kg m 5 3 80 al x x AN EY a N 2 5 4 5 4
181. 179 179 15 0 168 179 191 203 202 202 201 200 199 199 198 198 197 20 0 188 200 212 223 22 221 220 219 28 27 217 216 215 0 25 0 208 220 232 244 23 241 240 239 237 236 235 235 234 30 0 228 240 253 264 263 261 259 258 256 255 254 253 252 31 0 232 244 257 268 267 265 263 262 260 259 258 257 255 40 0 269 281 293 305 303 301 299 297 294 292 291 290 288 45 0 289 301 314 325 323 320 318 316 314 311 310 309 307 50 0 309 322 334 345 343 340 338 335 333 330 329 327 325 55 0 329 342 355 366 363 360 357 354 352 349 347 346 343 84 84 84 84 84 84 84 84 84 84 84 84 84 30 6 30 7 30 8 30 9 31 0 31 2 31 3 31 5 31 6 31 8 31 9 31 9 321 7 B 4 2 8 B 4 100 w 0 0 8 e 100 P P w 0 SS Y sc Ve w Y b B 4 kN m 0 80 0 90 1 00 1 20 1 40 1 60 1 80 200 2 20 2 30 2 40 2 60 84 84 84 84 84 84 84 84 84 84 84 84 8 4 30 6 307 30 8 309 310 31 2 31 3 31 5 31 6 31 8 31 9 31 9 32 1
182. 19 6 19 6 HEREDERO 4 9 A 54 kN m kN m 80 0 70 0 60 0 50 0 909090099000 OO HOD 00 BEBE 180 360 540 720 900 1 080 1 260 sec To A 29 4 A 39 2 4 20 0 180 360 540 720 900 1080 sec To A 29 4 A39 2 E 4 21 55 EEM 4 ERLER 3 OD 5 HACE 4 5 3 1
183. 4 32 4c 4c 4y O 4 De Vo Y OEA A 9 100 0 _ E Y By x100 4 14 Ac Vip kNm Gm Im Vip m7m 65 100 90 80 70 60 50 40 30 1 45 d 10 4 100 200 300 400 kN m 4 32
184. 4 6 2 0 46 0 36 2 To Ka 1 236 20 0 44 6 1 6 45 0 36 3 To Ka 1 236 30 0 44 6 1 4 42 0 37 1 To Ka 1 236 40 0 44 6 2 0 47 0 38 6 K6 Ka 699 10 0 44 6 2 0 20 0 23 4 K4 Ka 248 15 0 44 6 2 0 18 0 14 9 K3 Ka 156 20 0 44 6 1 6 15 0 14 4 To Ki 1 236 15 0 62 0 17 35 0 38 5 To Be 1 236 2 5 331 4 2 0 35 0 42 0 To Be 1 236 10 0 331 4 2 0 43 0 64 3 To Be 1 236 15 0 331 4 1 7 64 0 78 9 100 0 80 0 60 0 al S H P E 40 0 A WL Oo Q 20 0 0 0 0 0 20 0 40 0 60 0 80 0 100 0 4 12 44 4 4 2 3 DENIED
185. 51 1772 1 5 6 1 181 43 42 3501 2 0 6 1 185 56 60 3473 88 9 2 2 BC x qu Eso 5 8 1 B 5 9 2 5 8 1 5 8 2 x 5 9 1 5 9 2 x x x x 3 84X10 lt lt 0 0 5
186. EALLE ALARA ES AN gan K3 52sec 400 a K4 26se 300 K 200 100 0 sec 4 14 A 1 000 900 800 700 600 T 500 E 400 300 7 5 31sec 200 att ol 100 To 21sec 0 20 40 80 100 120 60 sec 4 15 1 2 1 16 12 16 LIEW CISA OIG RAS CE RD TERY 5 48 air 70 700 ben 60 air 600 Ex 0 ben 3 50 500 40 ue i x NN N 5 30 300 ja K 20 200 FE 10 100 0 0 0 200 400 600 800 1000 1200 1400 m
187. EHE CRE Ze OEL 20 pp 171 174 2004 11 p 96 1980 pp 82 87 2000 11 p 115 2000 5 12 A 2004 4 SANNOPCO LITD pp 5 9 pp 22 23 1995 11 http www sannopco co jp document page g01 htm Se PE 16 1 pp 115 157 1988 Akagi H Y Kondo T Nakayama and H Naoe Cost reduction of diaphragm wall excavation using air form and case record Proc 5th International Congress on Environmental Geotechnics pp 685 692 Thomas Telford London 2006 Y Kondo T Nakayama H Naoe and H Akagi Cost reduction of Diaphragm wall excavation using air form Proc 5th International Conference of TC28 of the ISSMGE Geotechnical Aspects of Underground Construction in Soft Ground pp 413 418 Amsterdam The Netherlands June 2005
188. O lt l TF 0 2000 3 90 w 0 6 0 8170 0 180 0 03635 0 601w 196 2 2 P210 O21 TF 0 2570 0 003 16w 4 10 w 0 7 0 03635 0 601w 196 B 3 TF 0 70 0 80 0 90 1 00 1 20 1 40 1 60 1 80 2 00 220 230 2 40 2 60 6 5 7 5 8 4 10 0 15 0 20 0 04 25 0 30 0 31 0 40 0 45 0 50 0 55 0 841 84 84 84 84 84 84 84 84 84 84 84 84 30 6 30 7 30 8 30 9 31 0 31 2 31 3 31 5 31 6 31 8 31 9 31 9 32 1 156 6 B 3 TF 150mm TF Winin RBA TF 150 UET QO Onin 0 8 B 3 TF 0 70 0 80 0 90 1 00 1 20 1 40 160 1 80 2 00 2 20 2 30 2 40 2 60 6 5 133 145 157 169 168 168 168 167 167 167 166 166 166 7 5 137 149 161 173 172 172 172 171 171 170 170 170 170 10 0 147 159 171 183 182 182 181 181 180 180 179
189. R Baer ser DZ SAA ERC KS 39 2 392 A 17 K4 19 6 19 6 259 29 4 500 K4 19 6 19 6 43 KN m KN m 00 BEBE 180 360 sec A o 540 720 To A 9 8 Ar 19 6 A 1 900 000000090 9090000009900 180 360 sec 6 540 To 9 8 Ar 19 6 A 2 144 120 Qi m KN KN m 80 0 70 0 60 0 50 0 40 0 30 0 A WEKE 10 0 Plone 0 0 180 360 540 720 900 1 080 1 260 sec To A 29 4 AK19 6 3 0 180 360 540 720 900 1 080 sec To A 29 4 Ar19 6 A 4 MS KN m
190. To 1236 K6 639 K5 S 451 0 K4 S 248 x K3 S 156 0 5 10 15 20 25 30 35 40 4 4 y 0 0224x 5 479 0 200 400 600 800 1000 1200 1400 m kN 4 5 38 O 5 0 10 y 4 6 4 6 1 02 w wp 4 6 O ws 4 7 CRAD 1 25 1 20 A To Q 10 0 AH K5 0 4 0 2 1 15 HEN 1 05 1 00 4 6 y 0 2065x 26 461 R 0 1085
191. f Tiles and Its Effects on the Environmental Thermal Condition Proc of the 15 International Congress of Biometeorology International Conference on Urban Climatology Sydney Australia CD ROM 6 pages 1999 11 A V 130 62 pp 259 260 2007 9 175 D 04 42 pp 559 560 2007 7 OB 10 pp 187 192 2002 7 Ak 7 pp 101 106 1999 7 Vol 36 No 1 pp 62 65 2007 12
192. h International Congress on Environmental Geotechnics pp 685 692 Thomas Telford London 2006 Y Kondo T Nakayama H Naoe and H Akagi Cost reduction of Diaphragm wall excavation using air foam Proc 5th International Conference of TC28 of the ISSMGE Geotechnical Aspects of Underground Construction in Soft Ground pp 413 418 Amsterdam The Netherlands June 2005 NH CB 1 146 61 pp 287 288 2006 9 H M 503 59 pp 1005 1006 2004 9 H K 10 39 pp 1593 1594 2004 7 TEAK M 611 58 pp 1221 1222 2003 9 TAK K 06 38 pp 1527 1528
193. m 4 TRD I TRD M 550 600 650 700mm 6750 HANS 450 500550mm TRD mM x EB Production of Air Foam Suspension with Excavated Soil and Its Application to Diaphragm Wall Construction 21 2 169 1950 E EM EH EEE RS KU YA MEAR b HEMEL RO 1959 IC MAE A DERE LTA Y p EEN O CEDEN COR
194. o 19 6 Ar 19 6 A 9 9 180 360 540 720 900 sec To 39 2 A 19 6 10 148 KN m KN m 70 60 50 40 30 20 10 6 180 360 540 720 900 1080 1260 1440 sec To A 19 6 AF39 2 11 o 9 A 180 360 540 720 900 1080 sec To A 39 2 A 39 2 12 149 40 0 35 0 30 0 E 25 0 H 20 0 oo oo SII SIE OS OOOO OOOO x 15 0 10 0 Siete e 5 0 9 e A 0 180 360 540 720 sec K5 19 6 Ar 19 6 13
195. o HSS y 1 25x 21 5 FERS R2 1 N 4 7 39 4 5 4 7 S O 4 6 y O 4 0 02535 1 170 1 07 4 5 Weep wsi S m KN 4 5 0 00107 lt 0 05 0 6945 DT 4 3 3 P P Woop 0 40 1 4 2 0
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