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- さわ じゅふく
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1
2 SS SN
3
4 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 1
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8 JIS G 3138 JIS G 3138 JIS G 3475 JIS G 4051 JIS G 3101 JIS G 3106 JIS B 1180 JIS B 1181 SNR490B JIS H 8641 HDZ35 SNR490B JIS H 8641 HDZ35 STKN400W,B,STKN490B JIS H 8641 HDZ35 S45C JIS H 8641 HDZ35 SS400 JIS H 8641 HDZ35 SM490 JIS H 8641 HDZ35 6g JIS H 8641 HDZ35 7H JIS H 8641 HDZ35 S45C 16mm18mm20mm22mm25mm M18M20M22M24M27 M18M20M22M24M27 M18M20M22M24M mm300 mm, 400 mm400 mm 75mm75mm150mm150mm 4.5mm M18M20M22M24M27 90mm 440mm 3.2mm4.5mm6.0mm9.0mm 5
9 (a) M18 M20 M22 M24 M27 (mm) (b) 6
10 (mm) A(mm) B(mm) C(mm) D(mm) M M M M M (mm) (mm) (mm) (mm) (mm) M18 M M20M22 M M24M27 M (mm) (mm) (mm) M18 M M20M22 M M24M27 M
11 (c) (mm) (mm) (kn) M M M M M (d) L(mm) M18 (M18 ) 80 M20 (M20 ) 80 M22 (M22 ) 80 M24 (M24 ) 80 M27 (M27 ) 90 (e) 8
12 (mm) (mm) (mm) M M18 M M M M M M24 M M27 9
13 (mm) (mm) (mm) M M M M20 M M22 M M24 M M27 () (mm) () (mm) () (mm) M M M M M
14 (f) 2 2 T h (mm) (mm) (mm) (mm) (mm) (mm) 3.2D D D D h (mm) (mm) (mm) (mm) (mm) (mm) 3.2S S S S
15 M18M24 M M27 M )
16 31 kn/m kn/m c kn/m kn/m kn/m c kn/m 13
17 Hm N H 0 m 1m W wu kn/m H k m H 1 m BG BL m m kn/m kn/m kh m kn/m CkN/m D f D fb 14
18 b c m c m c kn/m Fs Fs Fs Fs eb/6 eb/3 Fs Fs Fs Fs 15
19 kn/ mm mm mm mm M M M M M 75 M M M 150 M M M M M M M M M M M M T M T M M T M M T M T M M T M M M T M M M T M M T M M M T M 16
20 1 K cos sin cos ( δ ) sin cosδ K A 3 3 / 2 cot sec ( ) cossin sin ( ) tan( ) A 3 H m 4 BGm BLm kn/m z m z m BGm 17
21 5 1 HH ( z H ) ik K kn/m K A kn/m z m H m q kn/m 2 i{ } () i ( i) (kn/m ) (kn/m ) (kn/m ) 18
22 i kn/m z i m z i m 3 hii ihi coshil i hi i kn/ ih i kn/m H ii m L iii m i i kn/ z i i m i i P i (kn/m ) cos H i L i (kn/) P hi (kn/) T i (kn/) 19
23 i Ti (kn/) M M M M M M M M M M M M M M M M M M M M 20
24 L rilrilri L ri m L ri i m L ri m m A i h L L ri L ri L i q pi = K A (H pi + z i +H k ) + K A q i i kn/ m K A 3kN/ m H i m z i i m H k =0.500 i kn/ m 21
25 i z i H i i kn/ m i kn/ m 1 ui cnc i N i Q ui kn/ m q i kn/ m c Nc kn/ m Nq 2 T i ui i F u T ai i kn/ Q ui kn/ m i m A i i m F Pu 22
26 i b i A i (m ) i kn/m Q ui kn/m 2 ai kn/ 3 T i T ai OK T ia kn/ T ai kn/ i m L i m L i i m i b i L i L i i kn/ ai kn/ 23
27 1 B m 0 m kn/ m c kn/ m W kn/ m kn/ m L s m W m P P H P PcoskN/ m P V P PsinkN/ m { CLscosWsin( ) } cos( ) W 2 L s 2 CBV Fs H CB ( Wr) 24 Fsa
28 Fsa Fsa VkN/m HkN/m B m c kn/m W r kn/m W r W W kn/m 1 ukc' N' ck ' DfN' ' BN' r kn/m Q u kn/m k kd f B D f m B m kn/m C kn/m N c N q N r tanhv V VP V W r kn/m H HP H kn/m 25
29 2 V B Q a kn/m Q u kn/m Q a kn/m Q a Q u FkN/m Q u kn/m F VkN/m B m 1 visinhi kn/m P vi kn/m P i kn/m u u H i m i z i P i (kn/m ) sin H i vi kn/ m 26
30 2 V B wcv kn/m V B kn/m w kn/m W w W wu HkN/m wu m kn/m u H m c kn/m c c b c h c kn/m c kn/m c m c m v kn /m 3 ubkbc' N' ckb ' DfBN' ' cn' r kn/m Q ub kn/m k B k ab D fb b c D fb D fb D f h c m c m c m C kn/m kn/m tan N c N q N r 27
31 4 V B bc B Q Ba kn/m Q Bu kn/m Q Ba kn/m Q Ba Q ub FkN/m Q ub kn/m F V B kn/m b c m d Bm d m M V MkNm/m VkNm/m ri TPi = Hi Li K P K P u T i = Min ( TiRi) 28
32 ri kn/m T i kn/ ti kn/ u H i m L i m T ai i kn/ F S z i m i z i H i L i T ai kn/ ri kn/ T i kn/ ri kn/ m 2 1 Fs = R c ( ) l W RW cos tan sin Fs R m i kn/m i m W ikn/m i i 29
33 2 Fs min Fsa M R M T knm /m M D X X Y Y R 1 K E A k h + tan A -<0 sin(-)=0 A K A k h 2 1 HH ik ( z H ) K E E kn/m K kn/m z m H m q kn/m 30
34 2 i{ } () i ( i) i kn/m z i m z i m (kn/m ) (kn/m ) (kn/m ) 3) hii coshil i hi i kn/ ih i kn/m H ii m L iii m 31
35 4) WhiW wu khhili W hi kn/ H i m L i m W wu kn/m kh 5) TiPhiWhi T i kn/ P hi kn/ W hi kn/ i i P i (kn/m ) cos H i L i (kn/) P hi (kn/) W hi (kn/) T i (kn/) 32
36 i Ti () M M M M M M M M M M M M M M M M M M M M 33
37 L ri m L ri i m L ri m i L ril ri m AE h L ri L L ri L ri L i 1 ik ( Hizi) Ki i kn/ m K AE 3kN/ m H i m z i i m i kn/ m 34
38 2 1 ui cnc i N i Q ui kn/ m q i kn/ m C Nc kn/ m [] Nq [] i z i H i i kn/ m i kn/ m 2 T i ui i F u T ai i kn/ Q ui kn/ m i m A i i m F Pu 35
39 3 TiTaiOK T ia kn/ T ai kn/ i b i L i L i i kn/ i kn/ 36
40 1 2 cbv Fs H cb Wr khw ( ) Fsa Fsa Fsa VkN/m HkN/m B m c kn/m W r kn/m 1 ukc' N' ck ' DfN' ' BN' r kn/m 37
41 Q u kn/m k kd f B D f m B m kn/m c kn/m N c N q N r tanhv V VP V W r kn/m H kn/m HP H kn/m 2 V Q a kn/m B Q u kn/m Q a kn/m Q a Q u FkN/m Q u kn/m F VkN/m B m 38
42 1 visinhi kn/m P vi kn/m P i kn/m u u H i m i z i P i (kn/m ) sin H i vi kn/ m v = 2 V B wcv kn/m V B kn/m w kn/m W w W wu HkN/m wu m kn/m H m c kn/m c c b c h c kn/m c kn/m 39
43 c m c m v kn /m 3 ubkbc' N' ckb ' DfBN' ' cn' r kn/m Q ub kn/m k B k ab D fb b c D fb D fb D f h c m c m c m C kn/m kn/m tan N c N q N r 4 V B bc B Q Ba kn/m Q Bu kn/m Q Ba kn/m Q Ba Q ub FkN/m Q ub kn/m F V B kn/m b c m 40
44 d Bm d m M V ri TPi = Hi Li K P ri kn/m T i kn/ ti kn/ u H i m L i m T ai i kn/ F S 41
45 i z i H i L i T ai kn/ ri kn/ T i kn/ ri kn/ m 2 1 Fs = R{ cl( WcoskhWsin) tan} ( RWsinkhWy) Fs R m i kn/m i m W ikn/m i i kh y G m 42
46 2 Fs min Fsa M R M T knm /m M D X X Y Y R 43
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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