(1)基礎の設計に関する基本事項

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1 (1) qa 50kN/m 2 qa (2) (3) (2) 50 qa 100kN/m (3) qa 100kN/m 2 qa 120kN/m 2 (1) qa 300kN/m 2 qa (2)

2 (2) qa 300 kn/m 2 qa 1000kN/m /10m (1) (2)

3 (1) (2)

4 38 2

5 (1) (2) 20kN/m 2 (3) kN/m 2 30kN/m 2 30kN/ m (1) (2) (3)

6 (1) qa qt 1/3 N 2 D 2 1 qa 2qt 1/3 N 2 D qa 1/3 ic C Nc i 1 B Nr iq 2 D Nq 2 3 qa 2/3 ic C Nc i 1 B Nr iq 2 D Nq qa Nsw 2 5 qa Nsw (2) D D (1) (2)

7 2 2 ( ) ( ) cm cm rad ( ) ( ) cm cm ( ) ( ) cm cm rad

8 (1) (2) (1) (2)

9 (1) RC PHC cm (2) JIS A cm (3) d 600mm (4) L10d 4.5m (5) RC PHC L /d (1) (2) (3)

10 (1) (2) (1) 1/2 1/ (2) Ra 1/3 300N Ap 10Ns Ls/3 qu Lc/2 2 7 Ra 1/3 300N Ap kn (mm) ( ) (RC ) (F 40 N/mm 2 ) 2 L/d 70 (L/d 70 ) (PHC ) (F 80 N/mm 2 ) ( =4 N/mm 2 ) ( =8 N/mm 2 ) L/d 85 (L/d 85 ) 110 (F 85 N/mm 2 ) ( =10 N/mm 2 ) F N/mm 2 N/mm 2 L m m

11 2 6 kn F (kn) (N/mm 2 ) (mm) (mm) (mm) (mm 2 ) ( 1/100m 2 ) SKK400 SKK490 SKK400 SKK L/d 100 (L/d ) L (m) d a 1mm bf 1.5 F = F ( t/r) 0.01 t/r 0.08 F = F 0.08 t/r F (N/mm 2 ) t (mm) r (mm) c (N/mm 2 ) F /1.5 F/1.5 F /1.5 F/ c

12 (1) (2) (1) 2 / (2) (1) (2) 1 20% (1) Ra F / (5S 0.1 FH H F 2 H H (2)

13 (1) RC PHC (2) 2 (3) d 600mm (4) L 10m 10d 5m 10m (5) RC PHC L /d (1) (2) (3) (4) ( ) 2001

14 (1) (2) (1) 1/2 1/3 2 5 (2) Ra 1/3 200N Ap 10Ns Ls/3 qu Lc / Ra 1/3 200N Ap (1) (2) (1) 2/3 2 5 (2) (1) (2) 5m 10m 1m 5% (1) 1.0m 2 1.5m (2) (3) ( ) 2001

15 (1) (3) 700mm (1) 4.0m (2) BH 1.5m (3) 4.0m (1) l d D l 2d l d 1.0 m (d D) l l D 1.0 m (2) 20cm (3) 10cm (4) 0.4 5d 0.6 (5) 30cm 5d 15cm (6) (7) 50cm 30

16 (1) (2) (1) 1/2 1/3 2 7 (2) Ra 1/3 150N Ap (10 Ns Ls /3 qu Lc /2) 2 13 Ra 1/3 150N Ap (N/ m 2 ) (N/ m 2 ) (N/ m 2 ) L/d (L/d 60 )

17 2 (1) (2) 1m (1) (2) 50 5m (1) 2 8 (2) kn/m

18 (1) 13m 3000m 2 1m 2 100kN ( ) 5 (2) (1) (2) (3) (4) (5)

19 (1) 2 10 (2) 8m 12m 2 11 (3) 2 (4) N( ) kn/m 2 (5) kn m N N kn m N N

20 (1) 2 11 (2) (3) (4) S L=4.0m,5.4m,5.5m,6.0m,7.0m,8.0m ( ) ( )

21

22 15m 2cm/ 5.2.4

23 (1) (2) Y.L.Chang (3) L (4) (5) (6) (7)

24 (1) (2) kN/m 2 (1) (2) (1) 25 (2)

25 START No Yes 300kN/m 2 ( ) 1.5D () (b) 300kN/m 2 (b) (Lc) 5m Lc/b 5 (Lc) 5m Lc/b 3 ( 1500kN/m 2 ) H/B() 4 Yes No ( H/B 6) 20m 20m 31m 31m (1) (2) (3) (1) (2) (3) END

26 (1) (2) b (3) Lc Lc /b 3 5m Lc /b 2.5 3m 1500kN/m 2 (1) (2) (3)

27 H/B 4 20m Gs 7

28 (1) 2 2.0Fc Fc (2) 1 Xf = t Fc Xf kn/m 2 t Vd 80% 95% Fc kn/m 2 95% 90% 1m 5% 1 3 (1) XN X 2.0 Fc Xi Fc 2 16 (2) A 2 17 XN X Fc ka d 2 17 (3) B 2 18 Xn X Fc kb 2 18

29 50 100mm 75mm mm 100mm 2 13 B JIS A 1216 JIS A ( () () 2 13

30 2 2m X1 Xl uf q /d1 Xi Fc

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

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

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