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1 6 600) 8500 (1820) 1910
2
3
4
5
6
7 25
8 25 (1950) 45
9 7 (
10 1., (), (), (10) (, 34cm), (57),,
11 1. 1.1, (natural asphalt) (petroleum asphalt),,,,,,,, 20(F.F.Byerley)
12 ,,, (blowing),, (blown asphalt),,,, (cut-back asphalt), (emulsifier), (stabilizer) (asphalt emulsion)
13 ,,, (blowing),, (blown asphalt),,,, (cut-back asphalt), (emulsifier), (stabilizer) (asphalt emulsion)
14 1.2 (consistency) (, temperature susceptibility), JISK2207,, (1) -1, 100g, 255 1/10mm (penetration) mm, mm,
15 (2), 19mm, 6.4mm(ring), 9.53mm, 3.5g(ball)-2 5, (25.4mm) (ring and ball softening point) -1-2
16 (3), 25P T R&B (penetration index : PI) PI800, (1), (2)PI log800 log P a = T 25 (1) R& B 20 PI 1 a = (2) 10 + PI 50 PI3 PI<-2 () -2<PI<2 () PI>2 () PI()
17 (4) (wetting) (compaction), (, viscosity), (cst, mm 2 /s), P(Pas, poise, dynes/cm 2 ), -3,, loglog, log - -3-
18 (5) (ductility) (flash point) (thin film oven test) (density) 1.3, 0.510m,,
19 1.4 (cut-back asphalt),, () RC(rapid curing), MC(medium curing),, 2. (aggregate),, ()()(coarse aggregate) 2.5mm(crushed stone), (gravel), (slag) (fine aggregate)2.5mm0.075mm, (sand)(filler) 0.075mm
20 (design of mix proportion) 3.2,, (aggregate gradation),, (asphalt concrete),
21 -1 () * (20) (20) (13) (13) (13) (20F) (13F) (13F) (13F) (13F) (13) (cm) (mm) (%) 25mm l l l (%)** * **()
22 -1,,,,, -4 (open grade),, (coarse grade), (dense grade), (fine grade), (gap)0.65mm -4
23
24 3.3, (design asphalt content),,, (Marshall stability test), 0.5%( 18020(cSt)) 101.6mm, ( 30030cSt)50 (75)(-6) mm 1(1)3
25 , 12, mm/min-7, (, Marshall stability), 1/100cm(flow value) -6-7
26 ,,, (6) (air void), (7)(degree of saturation), -85, -2-8,,,,,, D(g/cm 3 ) 100 D = A 100 A (3) + ρ d ρ ag, A : (%), a : (g/cm 3 ), ag : (g/cm 3 )
27 -2 () *, C50 ** ( )C75 *** 75% =[60, 48/] (1/100cm) (750)** (kgf) (7.35)** (kn) () () B C * (13F) (20F) (13) (20) (13) (13F) (13F) (13F) (13) (13) (20)
28 -8
29 ag ρ ag, G : (%), S : (%), F : (%), g : (g/cm 3 ), s : (g/cm 3 ), f : (g/cm 3 ) d(g/cm 3 ), W : (N), W' : (N), wa : (g/cm 3 ) = d G ρ g 100 S + + ρ w s W = W W ρ F ρ f (4) (5)
30 Dd, v(%) v d = D (6), V fa (voids filled with asphalt)(%) V fa = A ρa d A ρ d + a v (7)
31 ,, -1,, -5,,, -5
32 (), mm()42.5%, 42.5%2.5mm S-20S-5,, a S-5,,, 2b,,
33
34 2. 2.1, 11, L A B C D (/) ,000 1,0003,000 3,000 ()
35 (1) (/), (1) T = i= 1 10 = ( Ti ai ) T i : i(/) n T i 10 (1) a i : (T i )ii=1n n : (n=10), 3,,, (1)70% n i= 1
36 (2) 5 (/),,, n 5N -2, N Lj (2), 15N 5 4 P = N Lj 1 5 j 5 : (2) N 5 = 13 i
37 (3), n5n ( ) 5 : N = N (3) a i i= 1 a i : N 5 i n, n10 3,, (3)5N70%
38 -2 1.0t(9.8kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) t( kN) 14.0t(137.3kN) P j P 1 =0.5 P 2 =1.5 P 3 =2.5 P 4 =3.5 P 5 =4.5 P 6 =5.5 P 7 =6.5 P 8 =7.5 P 9 =8.5 P 10 =9.5 P 11 =11.0 P 12 =13.0 P 13 =15.0 N Lj N L1 N L2 N L3 N L4 N L5 N L6 N L7 N L8 N L9 N L10 N L11 N L12 N L13 ()
39 2.2, CBR CBR (1), CBR1mCBR, (CBR m ) h1cbr1 + h2cbr2 + Lh CBRm 100 CBR m : mcbr 1 3 ncbrn = (4) CBR l, CBR 2, CBR n : mcbr h 1, h 2, h n : m(cm) h 1 +h 2 h n =100 3
40 (2), CBR m,, CBR CBR=CBR-CBR ( n -1) (5) (3) CBR, CBR-3-3 CBRCBR CBR (23) CBR (2) ()
41 1 60cmCBR17, lmcbr0.6, CBR 2 6CBR m, 4.8, 3.9, 4.6, 5.9, 4.8, 7.0 CBR
42 3 6CBR m, 4.4, 4.8, 5.2, 12.2, 6.2, 5.5CBR 4 3 CBR m =2.4, 5.2, 4.7, 4.8, 4.3
43 2.3 T A, CBR,, CBR, -7 T A (cm) 2 5cm L,A B 5 10(5) 3 10cm C D 15(10) 20(15) () () ( )
44 -7 T A (cm) () (51) (39) (29) (21) (17) (2) D C B A L CBR
45 (1) T A,,, 5(N), (6) N T A = (6) 0.3 CBR, T A : (cm) N : (n)5(/1) -7L, A, B, CD10 N3, 15, 100, 7003,500 T A CBR : CBR
46 (2), T A '-7T A T A ' T A '=a 1 T 1 +a 2 T 2 ++a i T i +a n T n (7.7), a 1, a 2,, a i,, a n : -8 T 1, T 2,, T i,, T n : (cm) (3),,,,, T A, 20cm, CBR
47 -8 a 1.00 :350kgf (3.43kN) :250kgf (2.45kN) 1530kgf/cm 2 (1.52.9MPa) 530(1/l00cm) 65% [7] 30kgf/cm 2 (2.9MPa) [10] 10kgf/cm 2 (0.98MPa) 0.45
48 a, CBR CBR80 [14] 2kgf/cm (1.2MPa), CBR , CBR [7] 10kgf/cm (0.98MPa) [10] 7kgf/cm (0.7MPa) () (1),
49 2.4 (1) 10(1), 11900, -1B (2) CBR,, A 0.7%, B0.8%, C0.6%, D0.9% CBR =CBR-CBR = = 0.62%
50 (3),, (CBR3), CBR17%CBR4.08.0% (4) T A, 1 CBR4.0%, 70cm T A -7B24cm CBR = = % 100 CBR-34,, 20cm (70-20)
51 -1(a), 120cm, 70cm, 20cm, 10cm, 10cm, 5cm, 5cm T A ', -8, (7) T A ' =(51)+(51)+(100.8)+(100.35)+(200.25) =26.5>24 (5) T A, 2 CBR6.0%, 80cmT A -7B21cm CBR = = %
52 -1(b), 119cm, 80cm, 15cm, 7cm, 7cm, 5cm, 5cm T A ' T A ' =(51)+(51)+(70.8)+(70.35)+(150.25) =21.8>21 (6) T A, 3 CBR8.0%, 90cmT A 19cm CBR = = % 100-1(c), 125cm, 90cm, 10cm, 10cm,10cm, 5cm
53 T A ' T A ' =(51)+ (100.8)+(100.35)+(100.25) =19= (cm)
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C L C L 4.5m 3.0m 10% 25% 50% 90% 75% 50% N N N 90% 90% 10% 10% 100 100 10 10 10% 10% :49kN :17 :17kN CBR CBR CBR 5 3,000 / 3,000 /mm /mm 1.2mm 89dB 190dB 3,000 3,000 /mm 20% 20%
土木工事共通仕様書（その２）
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NE-R3200.pdf
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ワタベウェディング株式会社
1 2 3 4 140,000 100,000 60,000 20,000 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 5 6 71 2 13 14 7 8 9 10 11 12 1 2 2 point 1 point 2 1 1 3 point 3 4 4 5 6 point 4 point 5 point 6 13 14 15 16 point 17
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ヤフー株式会社 株主通信VOL.16
01 260,602264,402 122,795125,595 64,84366,493 107110 120,260123,060 0 500 300 400 200 100 700 600 800 39.8% 23.7% 36.6% 26.6% 21.1% 52.4% 545 700 0 50 200 150 100 250 300 350 312 276 151 171 02 03 04 POINT
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19 01 02 03 04 290,826 342,459 1,250,678 276,387 601,695 2,128,760 31,096 114,946 193,064 45,455 18,478 10,590 199,810 22,785 2,494 3,400,763 284,979 319,372 1,197,774 422,502 513,081 2,133,357 25,023
株主通信 第16 期 報告書
10 15 01 02 1 2 3 03 04 4 05 06 5 153,476 232,822 6,962 19,799 133,362 276,221 344,360 440,112 412,477 846,445 164,935 422,265 1,433,645 26,694 336,206 935,497 352,675 451,321 1,739,493 30,593 48,894 153,612
19 () -1- 11 12 17 18 6 ()( ) ( ) () () 17 7 ()( ) 18 () -2- 4610 21-3- ( 20 15 4 ) -4- () -5- () () () -6- ( ) -7- cm/s 5cm7.5cm 10cm. 1 ( qc) 400 200-8- 20 ( 46 300 ) 27 252 19 1 252 22 () 1.6.2()
001 No.3/12 1 1 2 3 4 5 6 4 8 13 27 33 39 001 No.3/12 4 001 No.3/12 5 001 No.3/12 6 001 No.3/12 7 001 8 No.3/12 001 No.3/12 9 001 10 No.3/12 001 No.3/12 11 Index 1 2 3 14 18 21 001 No.3/12 14 001 No.3/12
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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
180 30 30 180 180 181 (3)(4) (3)(4)(2) 60 180 (1) (2) 20 (3)
12 12 72 (1) (2) (3) 12 (1) (2) (3) (1) (2) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (1) (2) 180 30 30 180 180 181 (3)(4) (3)(4)(2) 60 180 (1) (2) 20 (3) 30 16 (1) 31 (2) 31 (3) (1) (2) (3) (4) 30
... 6 1) 2) No. 01 02 03 04 05 06 07 08 09 10 11 12 No. 1 2 2 3 3cm 4 untitled
1....1 2....2 2.1...2 2.2...2 3....14 3.1...14 3.2...14 4....15 4.1...15 4.2...18 4.3...21 4.4...23 4.5...26 5....27 5.1...27 5.2...35 5.3...54 5.4...64 5.5...75 6....79 6.1...79 6.2...85 6.3...94 6.4...
113 120cm 1120cm 3 10cm 900 500+240 10 1 2 3 5 4 5 3 8 6 3 8 6 7 6 8 4 4 4 4 23 23 5 5 7
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21 14 487 2,322 2 7 48 4 15 ( 27) 14 3(1867) 3 () 1 2 3 ( 901923 ) 5 (1536) 3 4 5 6 7 8 ( ) () () 9 10 21 11 12 13 14 16 17 18 20 1 19 20 21 22 23 21 22 24 25 26 27 28 22 5 29 30cm 7.5m 1865 3 1820 5
1948 1907 4024 1925 14 19281929 30 111931 4 3 15 4 16 3 15 4 161933 813 1935 12 17 11 17 1938 1945 2010 14 221 1945 10 1946 11 1947 1048 1947 1949 24
15 4 16 1988 63 28 19314 29 3 15 4 16 19283 15294 16 1930 113132 3 15 4 16 33 13 35 12 3 15 4 16 1945 10 10 10 10 40 1948 1907 4024 1925 14 19281929 30 111931 4 3 15 4 16 3 15 4 161933 813 1935 12 17 11
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Microsoft Word - 入居のしおり.doc
1 1 2 2 2 3 2 4 3 5 3 6 3 7 3 8 4 1 7 2 7 3 7 4 8 5 9 6 9 7 10 8 10 9 11 10 11 11 11 12 12 13 13 1 14 2 17 3 18 4 19 5 20 6 22 (1) 24 (2) 24 (3) 24 (4) 24 (5) 24 (6) 25 (7) 25 (8) 25 (9) 25 1 29 (1) 29
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( ) () () 3 cm cm cm cm cm cm 1000 1500 50 500 1000 1000 1500 1000 10 50 300 1000 2000 1000 1500 50 10 1000 2000 300 50 1000 2000 1000 1500 50 10 1000 2000 300 30 10 300 1000 2000 1000 1500 1000
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-25- -26- -27- -28- -29- -30- -31- -32- -33- -34- -35- -36- -37- -38- cm -39- -40- 1 2 3 4 4 3 2 1 5 5-41- -42- -43- -44- -45- -46- -47- -48- -49- -50- cm -51- -52- -53- -54- -55- -56- -57- -58- -59- -60-