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Transcription:

1. 1

2. CAD 2

2-2 A A1 2-1 ( A 1 a b a b a b A0X2 1189X1682 A0X3 1189X2523 A1X3 841X1783 A0 841X1189 A1X4 841X2378 A2X3 594X1261 A1 594X841 A2X4 594X1682 A2X5 594X2102 A2 420X594 A3X3 420X891 A3X5 420X1486 A3X6 420X1783 A3X4 420X1189 A3X7 420X2080 A4X5 297X1051 A4X3 297X630 A4X6 297X1261 A3 297X420 A4X7 297X1471 A4X4 297X841 A4X8 297X1682 A4X9 297X1892 A4 210X297 JIS Z 8311:1998ISO 5457:1980 b a 2-1 3

2-2 2-3 2-2 2-3 4

1.4mm 20mm =20mm b=20mm 2-4 5

6

2 2 2 2 7

8

() D 0 PL 001 1.P21 09 AY Z 001999 9

CAD OTRS WORK () 10

2-1 3 4 1/2.5 1/5 2 2-2 7 2-2 11

2-3 2-3 12

16 13

1JIS Z 8312:1999 2 3:: =1:2:4 2-3 2-3 1:2:4 0.13, 0.18, 0.25, 0.35, 0.5, 0.7, 1, 1.4, 2mm 14

1JIS Z 8313:1998 21.82.53.557101420 3 JIS JIS 15

JIS Z 8316:1999 JIS Z 8317:1999 JIS Z 8318:1998 16

CAD 2-2 3-3 DRAWINGDRAWINGS DRAWINGF SXF(SFC).DWGSXF(SFC) 2-2 17

18 2-3

19 2-4

2-4 20

2 1 21

2-5 No 1 501 2 502 3 503 4 504 5 505 6 506 7 507 8 508 9 509 10 510 11 511 512~599 600 999 600~999 DRAW03.XLS 22

2-5 23

24

3 25

1:5,000 1:50,000 1:2,500 26

1:2001:1,000 (1) (2) (3) (1) (2) 20 500123 (3) (4) (5) No 100m 20 50 27

28

1:1001:500 1 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 2 1 2 29

1:1001:200 5 30

1:1001:500 (1) (2) (1) (2) (3) 1:501:200 31

1:101:200 10 1:101:200 (1) (2) 32

1:301:100 1:501:500 (1) (2) (3) (4) (1) (2) (3) 33

1:1001:200 34

35

15,000 150,000 12,500 36

1:500 (1) (2) (3) (1) (2) (3) (4) (5) No 100m 20 50 37

38

H=1:500, V=1:100 (1) 3) 4) 5) 6) 7) 8) 9) (2) (1) (2) 39

1:50 1:100 1:100 40

4-4 (DLm) 41

1:201:100 1:50 (1) (2) (3) (4) (5) 42

1:201:100 1:50 (1) (2) (3) (4) 4-2-5 43

3-2-6 44

5. 45

1:25,000 1:50,000 1:2,500 46

1:500 1:1,000 (1) (2) (3) (1) (2) 20 500123 (3) (4) (5) No 100m 20 50 47

48

H=1:500 1:1,000 V=1:100 (1) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) (2) (1) (2) 49

1:50 1:100 1:100 1:200 1 5-4 50

DLm 51

1:201:50 1:201:50 52

1:101:20 1:201:50 1:101:20 53

1:201:100 1:50 (1) (2) (3) (4) 54

55

56

1:5,000 1:50,000 1:2,500 57

1:500 1:1,000 (1) (2) (3) (1) (2) 20 500123 (3) (4) (5) No 100m 20 50 58

59

H=1:500 1:1,000 V=1:100 (1) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10)11) (2) (1) (2) 60

61

1:50 1:100 1:100 1:200 6-4 62

DLm 63

1:201:100 1:50 (1) (2) (3) (4) (5) 64

1201100 150 (1) (2) (3) (4) 6-2-5 65

66

67

1:5,000 1:50,000 1:2500 68

1:1,000 1:500 H=1:1,000,V=1:200 H=1:500,V=1:100 (1) (2) IP (3) (1) 1)2) 3) 4) 5) 6) 7) 8) 9) (2) HBVB CB (1) (2) 20 500123 (3) (4) (5) No 100m 20 50 69

No. (1)19 mm cm 70

7-2 71

1:50 1:100 1:100 1:200 GH FH 7-4 72

DLm 73

1:201:50 (IP) Dc mm 74

1:101:100 1:501:100 (1) (2) (3) (4) mm PC 75

76

1:101:50 77

: : 7-2-2 7-2-5 78

IP mm ****mm **=****mm 79

80

81

1:5,000 1:50,000 1:2500 82

1:1,000 1:500 (1) (2) IP (3) (1) (2) (3) (4) No 100m 20 50 83

84

KAKE 2 KAE KEE R1 R2 KAE KEE KA IP 2 IP IP 1 IP KAE KEE KA 6-1 KE 6-1 IP 6 KEE 6-1 KAE 6-1 KAE 7- KEE 7- IP 7 KA 8-1 KE 8-1 KEE8- KAE8- IP-8 KA E8- KEE 8- KE 7-1 KE 8-2 KA 7-1 KA 8-2 85

C-BX NO C-PX NO Ov-Br-S- NO 86

1:2,500 1:5,000 (1) (2) IP (3) (1) (2) 20 500123 (3) (4) 87

H=1:1,000V=1:200 H=1:500V=1:100 (1) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) (2) (1) (2) 88

89

V=1:50 V=1:100 V=1:100 V=1:200 CBR 5m CBR 90

91

92

1:101:100 1:501:100 (1) (2) (3) (4) 10m 93

8-2-7 94

95

1:5,000 1:50,000 1:2500 (1) (2) 96

(1) 1) 2) 3) 4) (2) (1) (2) (3) (1) (2) 97

1:501:500 (1) (2) (3) (1) (2) 1:501:500 (1) (2) (3) 98

1:201:100 (1) (2) 99

1:201:100 (1)() (2) (3) (1) (2) 100

1:201:500 (1) (2) (3) (4) (1) (2) 1:1001:200 101

102

1:50,000 1:100,000 1:25,000 103

1:500 1:1000 (1) (2) (1) (2) 104

1:101:100 1:501:100 (1) (2) (3) (4) mm PC 105

: : 10-2-3 106

107

1:5,000 1:50,000 1:2,500 108

1:50012,500 (1) (2) 109

1:201:500 (1) (2) (1), (2) (3) 110

11-2-3 1:201:500 111

11-2-3 1201500 150 (1) (2) (3) (4) (5) (6) 112

1:201:500 1:50 (1) (2) (3) (4) 11-2-5 113

114

115

1:5,000 1:100,000 116

1:500 1:1,000 (1) (2) IP (3) (1) (2) 20 50012 3 (3) No 100m 20 50 117

H=1:1,000V=1:200 H=1:500V=1:100 (1) 1) 2) 3) 4) 5) 6) 7) 8) (2) (1) (2) 118

1:50 1:100 1:100 1:200 1:200 HWLFWLLWL HWL FWLLWL 119

12-3 12-3 120

1:101:100 1:501:100 1:101:100 (1) (2) (3) (4) (5) 12-2-3 12-2-4 mm 121

1201100 150 (1) (2) (3) (4) 122

123

... DTD. XML 124

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S D C M 0 9 A Z LC 001 09 LoCation PL Plan 999 AZ PF ProFile SS Standard cross Section CS Cross Section RT Reinforcement of TW Tunnel support Work DT Detail of Tunnel support DP Detail of Planking DJ Detail of Joint AS Additional Structure TS Temporally Structure EW Earth Work S D C M 0 9 A Z LC 001 09 LoCation PL 999 AZ Plan PF ProFile SS Standard cross Section CS Cross Section MF structureof MainFacilities AS Additional Structure RW Restroration Work TS Temporally Structure EW Earth Work 126

S D C M 0 9 A Z LC 001 09 LoCation PP 999 AZ Plan and Profile SS Standard cross Section CS Cross Section TB Thrust Block structure AS Additional Structure DP Deformed Pipes RW Restroration Work TS Temporally Structure PA Pipe Arrangement EW Earth Work 0 9 A Z LC 001 09 LoCation PL 999 AZ PLan AR Alignments of Road PF ProFile SS Standard cross Section CS Cross Section MC Mass Curve AS Additional Structure RW Restroration Work TS Temporally Structure S D C M 0 9 A Z 001 09 LC LoCation 999 AZ GV General View AL Alignments GS General view of Super Structure VS View of Super Structure TS Temporally Structure EW Earth Work 127

S D C M 0 9 A Z LC 001 09 LoCation 999 AZ PL Plan AS Additional Structure TS Temporally Structure S D C M 0 9 A Z LC 001 09 LoCation 999 AZ PL Plan DB structure of DrainBoring PW structure of Pile Works CW structure of Canal Works SW structure of Slope protected Works TW structure of Tunnel Works AS Additional Structure RW Restroration Work TS Temporally Structure EW S D C M 0 9 A Z Earth Work 001 09 LC LoCation 999 AZ PL Plan PF ProFile SS Standard cross Section CS Cross Section SP structure of Spillway IW structure of Intake works AS Additional Structure RW Restroration Work TS Temporally Structure 128

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