drawing no. baf-1 coordinates of design elementsopen_jicareport.jica.go.jp/pdf/11847720_04.pdf ·...
TRANSCRIPT
BAFING BRIDGE L=237.8
207+451.05
207+213.25
OF PROJECT
BEGINING POINT
OF PROJECT
END POINT
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BAF
-1B
ASIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AKA
R~B
AM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YS
=1:1
000
BAF
ING
BR
IDG
E
CO
OR
DIN
ATE
S O
F D
ESIG
N E
LEM
ENTS
LIS
T O
F E
LEM
EN
TS O
F H
OR
IZO
NTA
L AL
IGN
MEN
TIN
TER
SEC
TIO
NP
OIN
TX
-CO
OR
DIN
ATE
Y-C
OO
RD
INAT
E
(m)
(m)
(Deg
rees
)(D
egre
es)
(m)
BP31
5,38
3.47
0062
,356
.335
0
IP-1
315,
769.
2855
62,5
46.7
761
430.
257
3-59
-58.
2(L)
2000
.000
EP31
5,85
7.05
0862
,582
.555
869
.799
CO
OR
DIN
ATE
S A
ND
ELE
VAT
ION
OF
BEN
CH
MAR
KS
SYM
BOL
X-C
OO
RD
INAT
E(m
)Y
-CO
OR
DIN
ATE
(m)
ELE
VATI
ON
(Z)
(m)
PP6
315,
706.
124
62,5
62.8
1221
7.52
7
PP7
315,
688.
592
62,5
06.9
4221
5.43
7
PP9
315,
459.
202
62,3
81.2
1021
8.21
2
PP1
031
5,39
4.47
562
,358
.819
217.
968
C1
315,
703.
777
62,4
84.5
0021
6.33
8
C2
315,
485.
809
62,3
68.5
6321
7.31
7
BR
IDG
E
OF
PR
OJE
CT
EN
D P
OIN
T62
,582
.555
8031
5,85
7.05
080
207+
625.
000
9
62,5
73.2
3200
315,
833.
8760
020
7+60
0.00
08
62,5
33.0
3200
315,
742.
3240
020
7+50
0.00
07
ABU
TMEN
T A2
62,5
11.7
1200
315,
698.
2620
020
7+45
1.05
06
62,4
89.1
2140
315,
652.
4827
020
7+40
0.00
05
62,4
44.8
5900
315,
562.
8120
020
7+30
0.00
04
ABU
TMEN
T A1
62,4
06.4
6400
315,
485.
0210
020
7+21
3.25
03
62,4
00.5
9700
315,
473.
1410
020
7+20
0.00
02
OF
PR
OJE
CT
STA
RT
PO
INT
62,3
56.3
3500
315,
383.
4700
020
7+10
0.00
01
REM
ARKS
(m)
Y-C
OO
RD
INAT
E(m
)X
-CO
OR
DIN
ATE
STA
TIO
NS
No.
CO
OR
DIN
ATES
OF
STA
TIO
NS
3-53
TITL
E :
S=1
:500
SC
ALE
Dra
win
g N
o.
H.H.W.L 216.21
M.W.L 210.50
339
005@3
4000
=170
000
33900
237
800
207+213.25
207+451.05
H.W.L 214.60
A1
P1
P2
P3
P4
P5
P6
A2
VCL=230.00m
4000
1849
1805
250
3500
7500
100
00
125
0
2.0%
2.0
%
1250
LC
250
350
0
2.0%
2. 0
%
250
250
3500
10000
7500
1250 250
350
0
LC
1500
1250
250
350
03500
125
07500
1250
10000
250
LC
7000
1600
700
4@2150=8600
700
Dra
in P
ipe
φ15
0
250
180105
1935
7000
6000
6000
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
TITL
E : G
EN
ERA
L VI
EW
BAF
ING
BR
IDG
E
BH-1
217.20
1030
50
213.50
BH-2
BH-3
215.40
217.40
BH-4
FM
A1
P1
P6
～A2
▽219.995
▽219.
995
SCALE 1:500
ELEVATION
GENERAL VIEW OF BAFING BRIDGE
SCALE 1:200
PIERS
SCALE 1:200
ABUTMENTS
SCALE 1:100
BRIDGE CROSS SECTION
3010
50
1050
30
1050
30
FF
FF
FF
FF
FF
FM
6-CCP ?1000
L=10.5m
L=17
.0m
4-S
PP ?
1000
4-S
PP ?
1000
L=19
.0m
4-SPP ?1000
L
=19.
0m4-S
PP ?
1000
L=19
.0m
4-S
PP ?
1000
L=17
.0m
4-S
PP ?
1000
L=17
.0m
L=9.5m
6-C
CP ?
1000
10000
1000
2@4000=8000
100
0
L=10.5m(A1)
6-C
CP ?
1000
L= 9.5m(A2)
7000
140035532047
10000
125
03@2500=7500
1250
4-SPP ?1000
▽219.995(A1
）▽
219.995(A2
）
▽21
7.94
8(A1
）▽
217.
948(
A2）
▽21
2.9
95( A
2）▽21
2.9
95(A
1）
L=17
.0～19
.0m
P H
PH1
PH
1
P H
P1
220.
444
218.
415
218.
868
220.
897
P2
218.
887
220.
916
P3
218.
868
220.
897
P4
218.
717
220.
746
P5
218.
415
220.
444
P6
219.995
219.994
330
00400
100
0330
001000
1000
330
001000
330
00330
00100
033000
1000
400
33000
2029
4500
DESIGN CRITERIA
RO
AD
CLA
SS
NA
TIO
NA
L R
OA
D
DEG
ING
SP
EED
V＝
80k
m/h
TY
PE O
F S
UP
ER
STR
UC
TU
RE
7-SP
AN
CO
NN
EC
TIN
G P
C-C
OM
PO
SIT
E G
IRD
ER
BR
IDG
E L
EN
GTH
237
.800
m
SP
AN
LEN
GTH
7×
34.
000m
LIV
E L
OA
DB
PEL 9
1 A
-LIV
E R
OA
D (FR
EN
CH
)
RO
AD
WA
Y W
IDTH
7.5
00m
SID
EW
ALK W
IDTH
2×
1.2
50m
2%
2%
SEIS
MIC
CO
EFFIC
IEN
Tｋ
ｈ＝
0.0
5
GIR
DER
CO
N.
σck
＝36N
/mm
2
MA
TER
IAL
SLA
B C
ON
.
σck
＝30N
/mm
2
ST
REN
GTH
CR
OSS
BEA
M C
ON
.
σck
＝24N
/mm
2
WIR
E F
OR
PC
.fp
y＝1600N
/m
m2
REIN
FO
RC
EM
EN
Tfy
＝29
5N
/m
m2 (S
D295A
)Y
IELD
STRESS
DES
ING
STA
ND
ARD
SP
EC
IFIC
ATIO
N F
OR
HIG
WA
Y B
RID
GES J
APN
ASS
OC
IATIO
N Ⅰ
～Ⅴ
（M
AR
CH
-20
02)
DIMENSION LIST
200
500
Communication Pipe
φ100
VP
Concrete Pave. t=30mm(min)
Conposite Deck Slab t=180mm
CR
OS
S S
LO
PE
SCALE 1:30
DETAILS
107
0
1600
20025085010070130
710
250
250
330100210
100330
400
1000
339
00
33000
100
033000
1000
330
001000
330
001000
330
00100
0330
00
5@3
4000
=170
000
400
33900
330
00
237
800
211
218.5
218
217
216
215
214
213212
1:1.51:1.5
210
209
208
207
207
211
208
210
209
217
216
214
213
212
215
218
1:1.51:1.5
207+207.25
207+175.00
207+213.25
PLAN
SCALE 1:500
207+457.05
207+451.05
207+500.00
200.00
L=138.999m
i=1.500%
ELEVATION
SUPER
CURVATURE
Nor
mal
Crow
n 3.
0%
+207.25
+213.25
FINISHED
219.552
HEIGHT
GROUND
HEIGHT
STATION
218.80 207+150
VERTICAL
ALIGNMENT
DL=190.00
219.995
219.633
219.839
220.167
218.18
217.10
+175
+200
216.15
214.96
+213.25A1
+225
+349.150P4
+315.150P3
+281.150P2
+247.150
+332.150
Nor
mal
Crow
n 2.
0%
220.897
220.444
220.475
220.702
220.848
208.44
207.63 +250
P1
206.65
206.50
207.06
+275
+300
220.897
220.916
220.895
220.915
220.912
207.29
207.45
207.40 +325
207.93207.96 +350
221.778
210.00
220.00
+451.050A2
+417.150
+383.150
BC+460.454
BH3+440.700
+451.05
+457.05
Nor
mal
Crow
n 3.
0%
R=2000
220.444
220.746
220.353
220.615
220.796
208.62 +400
208.75
208.60 +375
P1
208.70
208.92
P1
+425
L=177.850m
i=1.500%
219.995
219.853
220.147
219.641
220.010
216.33
216.78
215.38
216.23 +450
217.55 +475
219.468 218.53 +500
BAF
-2
Navigation Clearance Limit
LIV
E L
OA
D T
YP
E-B
(JA
PA
N)
3-54
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
BAS
IC D
ESI
GN
STU
DY
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
TITL
E :
TITL
E :
STR
UC
TUR
E D
RA
WIN
G O
F SU
PER
STU
RU
CTU
RE
BAF
ING
BR
IDG
E
S=1
:150
SC
ALE
Dra
win
g N
o.
CL10000
700215021501250 250 3500
P1
P2
P3
100
33800
34000
340
00
300
330
0050
0500
33000
500
500
330
0050
0500
2800
340
00
237
800
237
600
29@
8000
=232
000
330
00
300
8200
830
0830
08200
300400
300
820
08300
8300
820
030
0400300
820
0830
0830
08200
300
400
300
8200
830
0
1300
500
200
300
200
200
300
200
200
300
200
500130
01300
500
300
200
200
300
200
200
300
200
200
300
200
200
300
200
200
300
200
200
300
200
200
500
130
01300
500
500
1300
1300
500
A1
P1
P2
P3
A110
0
33800
34000
340
00
300
330
0050
0500
33000
500
500
330
0050
0500
150240
093@2500=232500
3300
0
340
00
237600
237800
300
8200
830
0830
08200
300400
300
820
08300
8300
820
030
0400
300
820
0830
0830
08200
300400
300
8200
830
0
130
0500
200300200
200
200300
200
200
300
200
200
300
200
200
300
200
200300
200
200300
200
200300
200
200
300
200
200
300
500130
01300
500
1300
500
130
0500
130
0500
1300
500
1600
100
435900
STRUCTURE DRAWING OF SUPERSTURUCTURE
SCALE 1:150
ELEVATION SCALE 1:150
PLAN
600
1600
160
01600
900
1250
100
00
BRIDGE CROSS SECTION
STD
.DRA
IN150A(SGP)
105 180
3500
750
0
Con
cret
e Pa
ve.
t=30
mm(m
in)
STANDARD
3500
Con
posi
te D
eck
Slab
250
250 30
t=180mm
2.0%
LC2. 0
%
900
250
1250
250 30
END
SCALE 1:60
MIDDLE
1600100435
700
4@2
150=
8600
700
30250
250
750
0
100
00
350
0
t=180mm
Con
posi
te D
eck
Sla
b
Con
cret
e Pa
ve. t
=30m
m(mi
n)
1600
125
0 900
100435
250
30250
350
0
2.0%
180105
C L2.0
%
1250 900
112
700
4@2
150=
8600
700
ANCHOR BOLT D28
200
DETAILS
SCALE 1:30
DETAILS
SCALE 1:20
107
0
710
1600
200250850100
70
130
250
250
330100
210
100 33
0
KEY PLAN
P1
A1
P2
P3
P4
P5
P6
A2
237
800
100
237
600
100
33800
34000
340
00340
0034000
340
00338
00
1.326%
0.887%
0.444%
LEVEL
0.4
44%
0.887%
1.3
26%
1.3
26%
0.8
87%
0.4
44%
LEV
EL
VP
?100
VP ?100
VP
?100
VP
?100
1250
123
020
250
980
2. 0
%
30250
□100x
100x
3.2
□90x9
0x3.
2(2.
50m
ctc)
□50x5
0x3.
2(0.
15m
ctc)
□75x7
5x3.
2
VP
?100
250900
200600100
200
50
?180
750
500
1S1
9.3
STD.D
RAIN
150
A(SG
P)
STD
.DRA
IN150A(SGP)
BAF
-3
3-55
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
TITL
E :
DE
TAIL
S O
F R
AIL
ING
AN
D D
RAI
NAG
E
BAF
ING
BR
IDG
E
S=1
:10
SC
ALE
Dra
win
g N
o.
□10
0x10
0x3.
2□
90x90x3.2
□50x50x3.2
□75x75x3.2
A1
237
600
150
2400
16@
150=
2400
125
15@150=2250
125
250
091
@2500
=227
500
900
12575600100
250 50
DETAILS OF RAILING AND DRAINAGE
ELEVATION
SCALE 1:30
SCALE 1:10
DETAILS
SECTION
SCALE 1:10
1 - 1
2 - 2
□90x90x3.2
□75x75x3.2
□100x
100x
3.2
□50x50x3.2
L-5
0x50
x5
BN M6
BT
M6
BT
M6
BN M6
L-50x50x5
900 250 50
100 600 75 125
100
90 75 ?180
100
3 - 3
50
BT M4
775
75600100
75
□75x75x3.2
□100x100x3.2
BT M4
1 1
2 2
BN
M6
L-5
0x50
x5
BT M6
1200
100 600 75 125 250 50
END PL
100x3x100
L-5
0x50
x5
BT M6
L-50x50x5
BT M6
BN M6
33
50
50
□50
x50x
3.2
BT
M4
90 5
90 5L-5
0x50
x5
BN
M6
BT
M6
□100
x100x
3.2
□90x90x3.2
□75x75x3.2
□50
x50x
3.2
150
3
?180
?18
0
DRAINAGE
SECTION
4 - □
100x100x3.2x148
4 - □
100x100x3.2x2395
186 - □100x100x3.2x2495
4 - □75x75x3.2x2300
55
5
186 - □75x75x3.2x2400
192 - □
90x90x3.2x1050
3036 - □50x50x3.2x600
12144 - BT M4
380 - BN M6
768 - BT M6
764 - L-50x50x5x50
4 - END PL 100x3x100
Concrete Pave.
SCALE 1:20
150
A(SG
P)STD.DRAIN
EXP
ANSI
ON B
OLT
ANC
HORE
D ON
13m
m? x
150
mm
STEE
L PLA
TE (
PIPE
SUP
PORT
)3mm x 50mm
WELD AROUND PIPE
10 x 10 SQUARE BAR
SGPA 150
2.0
%
250
980
20
42165
.2
200
500
900
435
VP ?100
A2
2500
240
0150
125
15@150=2250
125
16@150=2400
150
675
100 1600
734
R=454
PLAN
BAF-
4
3-56
200 200130
130
1800
1800
11 @ 150 = 1650
37.5
60
112.5
70
D16×Ｌ
Rubber Cover
Anchor Bar
Sealing Tape
Concrete
15
60
200
130
15 100 15
208030
200130
70
MARKING DIAGRAM
MATERIAL of EXPANSION JOINT
RUBBER JOINT for CARRIAGEWAY
UPSTAND UNIT for CARRIAGEWAY
CONCRETE
Through Bar for CARRIAGEWAY
Sealing
７４ ５３１ ２No.
Material
ＳＤ３４５
ＳＳ４００
ＳＳ４００
Material Grade
ＫＭＳⅡ－５０
ＣＫ
ｍ０．５０
ｋｇｍ３
Unit
ｍ Set
４９．９２
０．６１
σ
２．００
７．５６
Quantity
＝２４Ｎ／ｍｍ
２
Remarks
Waterstop
Waterstop
Through Bar
（σck=２
４Ｎ/ｍｍ2）
(SD345)
RUBBER JOINT for FOOTWAY
ＳＳ４００
ｍ２．４６
６Through Bar for CARRIAGEWAY
ＳＤ３４５
ｋｇ
１４．３５
ＫＭＳⅡ－５０
８Anchor Bar
ＳＤ３４５
ｋｇ
７９．５６
（１ｓｅｔ／１０ｍ）
(SD
345)
Weld in Side Anchor Bar
Ｓilicon
Sealing
Upstand Unit
Sealing
Upstand Unit
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
DE
TAIL
S O
F E
XPA
NSI
ON
JO
INT
BAF
ING
BR
IDG
ETI
TLE
:
S=1
:30
SC
ALE
Dra
win
g N
o.
DETAILS OF EXPANSION JOINT
SCALE 1:30
BAF
-5
3-57
BAS
IC D
ESI
GN
STU
DY
CO
NST
RU
CTI
ON
OF
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
TITL
E :
TITL
E :
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
ALJA
PA
N IN
TER
NA
TIO
NA
L C
OO
PER
ATIO
N A
GEN
CY
SC
ALE
S=1
:100
BAF
ING
BR
IDG
ED
raw
ing
No.
STR
UC
TUR
E D
RA
WIN
G O
F A1
ABU
TMEN
T
STRUCTURE DRAWING OF A1 ABUTMENT
SCALE 1:100
C L
6-C
CP ?
1000
L=
10.5
00m
LON
GITU
DINA
L
TRA
NSVE
RSE
SCALE 1:20
DETAILS
10000
250
1000
7500
1000
250
350
0250
350
0250
250
250
7000
105 3553 1400700
700
7200 100 200
3553 1400
3
100
1000
100
0 100
10000
2@4
000=
800
0
1000
1000
3553 1400
7200 100 200
▽220
.195 4
4
219.995
▽Con
cret
e P
ave.
217
.948
▽
214
.395
▽ ▽212
.995
4@2
150=
860
0
300
SHEAR KEY
1125
130
0850
1300
850
1300
850
1300
112
5
3
5 5
100
00
1000
7500
250
1000
250
350
0250
3500
250
6-CCP ?1000 L=10.500m
Con
cret
e Pa
ve. 100
00
2@4000=8000
100 200
1400
100100
0
▽220.188
250
6992
1400
1400
100 200
1000
100
C L
219
.987
▽
250
5487105
212.995
214.395
▽ ▽
180
0150
01200
100
450
0100
100
0250
01000
7000
1400105 1942 3553
6993
1400
100 200
105 5488
300500
500
500
7000
21
21
▽219.995
▽217
.948
212
.995
▽▽214
.395
1 - 1
2 - 2
3 - 3
6-CC
P ?1
000
L=10
.500
m
10000
25001000 1000
1000 500 5500
4500
1200 1500
1000 500
1800
5500
700
4@2
150=
860
0700
1125
130
0850
1300
1300
850
1300
112
5850
500
500
500
500
7500
700020
250
500
825
825
300
C L
828
400 400
71931000
4 - 4
5793
71931000
5793
500
600
500600
2.0
%2.0%
2.0
%2.0
%2.0%
2.0%
2.0%
2.0
%
250
SHE
AR K
EY
300
219.987
▽
SHE
AR K
EY
PLI
NTH
CONC
RETE
▽217
.948
500
20
219
.995
▽
700
0
DETAILS
SCALE 1:30
2047
Concrete Pave.
20 300800
400400
400
400600
825
2150
ANCHOR BOLT
250
300
217
.948
ELA
STOM
ERIC
BEA
RING
PAD
610×
410
×62
▽
PLI
NTH
CONC
RETE
217.948
▽
SHEAR KEY
300
SUP
AIRU
D12
×22
00
ANC
HOR
BOLT
D28
825
500
A
□100×
20
RD
PACK
ING
□100×20
PLIN
TH
CONC
RETE
RD PACKING
B - B
AB
SCALE 1:30
B 600
400
100
A - A
1000
1000
810
610
5050
5050
112
5062
810
610
5050
50
50
610
50 50 410 5050
7500
150
150
2247
1942
2247
62 501935
1000
650
60025
0350
350
250
600
650
125
55006000
500
1:1.5
1400
105 1942 3553 1400
7000
▽212
.995
2500
4500
10010
00
100
1000
1500
180
0120
0
214
.395
▽
217
.948
▽
219
.995
▽
□ 7
5×75×3.
2（STK
400)
5 - 5
219.905
▽
▽220.195
219.705
▽
200
800
24671000
6910
2043
5.14
5%
1800
1800
177
5
1000 200
1252@1800=36001775
1775 2@1800=3600 125
3700
600
65A×
330
ANC
HOR
CAP
SUPAIRU D12×
2200
92 258
700
50 28020
ANC
HOR
CAP
65A×
330
50 28020
700
92 258
100
0
600
1500
150
0
1000 600
100
0
500
400
90°0'0"
SCALE 1 : 2
ANCHOR CAP
Mov
50030020400400
LONGITUDINAL
96.
8
4.2
30.
228
30.2
4.2
16
56.
416
40.4
4.222824.2
65A×
330
ANC
HOR
CAP
ANCHOR BOLT D28
FIL
LER
BAF
-6
3-58
100
100
0
100
1000
450
0100
1000
100
100
0
100
100
01000
100
10000
100
00
2@4
000=
8000 KA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
600400
1500
10005500 500
1800 1200
4500
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
6-C
CP ?
1000
L=
9.50
0m
1000
10005500
2500
500
SHE
AR K
EY
PLI
NTH
CONC
RETE
1000
7000
850
4@2
150=
860
0
10000
1300
7001125
130
0850
500
500
300
1000
250
850
1300
825
700
112
5
825 13
00
500
500
500
20
2@4
000=
800
0
4 - 4
C
7500 L
BAS
IC D
ESI
GN
STU
DY
▽ ▽
214.395
212.995
▽217.948
6-CCP
?10
00
L=9.
500m
STR
UC
TUR
E D
RA
WIN
G O
F A2
ABU
TMEN
T
2047
1:1.5
217
.948
▽
6-C
CP ?
1000
L=
9.50
0m
5 - 5
7000
30020 500
BAF
ING
BR
IDG
ETI
TLE
: TI
TLE
:
50
500
400
219.995
▽Con
cret
e Pa
ve.
20
400
800
400
SCALE 1:30
DETAILS
250
0
S=1
:100
SC
ALE
Dra
win
g N
o.
Con
cret
e Pa
ve.
3500
100
00
750
0
STRUCTURE DRAWING OF A2 ABUTMENT
▽ ▽
1000
▽
1400
7200
▽
1400
7200
C 850
350
0
10000
4@2
150=
860
0
7500
300
130
0
212
.995
217
.948
214
.395
7001125
3
850
1300
250
250
250
1000
4220
.195
2.0
%
Con
cret
e P
ave.
2.0
%
3
7000
1300
1400
1300
850
5700
112
5
SHEAR KEY
250
250
350
0
2.0%
219.995
▽
L
105
1000
250
5
2.0
%
4
1 - 1
14005792
71921000
600
212.995
▽
214.395
▽
500
1000
250
220.187
▽
1000
250
250
2.0
%2.0%
7000
6992
SCALE 1:100
1000
14005792
7192
5487
6992
1400
500600
219
.987
2.0%
350
0
105
C L
▽
1000
250
250
250
2.0%
2 - 2
250
300 120
0
105
7000
1400
212
.995
▽
217
.948
214
.395
▽ ▽
220
.995
SHE
AR K
EY
▽
400
500
5487
1800
12
150
0
1400
219.987
828300
105
500500
1
▽
2
3 - 3
400400
750
0150
150
5050
5050
810
610
410 50
610
LON
GITU
DINA
L
50
810
50
50
50
610
50
5050
112
5062
TRA
NSVE
RSE
DETAILS
SCALE 1:20
3553
7000
6910
2043 1400
100
1000
450
0
100
0
100
250
0
1500
1800
1400
120
0
2001000
600
0
550
0
□ 75
×75
×3.
2（STK
400
)
2467
180
0125
1800
800
1000
▽219.705
219
.905
▽
105 1942
▽
500
177
5
5.145%
220.195
▽219.995
250
350
600
650
600
650 350250
2@1800=3600125
125 2@1800=3600 1775
1775
35532247
2247 3553
35531942
1942 3553
621935
370
0
25892
700
28050
PLI
NTH
CONC
RETE
2150
825
610×
410
×62
ELA
STOM
ERIC
BEA
RING
PAD
217
.948
▽
SUP
AIRU
D12
×22
00
100
0
825
20
A
500B
- B
A
RD
PACK
ING
ANC
HOR
BOLT
D28
□100×
20
ANC
HOR
CAP
65A×
330
A - A
ANCHOR BOLT
SCALE 1:30
150
0
600
100
600
2092 258
400
700
50 280 PLINTH CONCRETE
□100×20
RD PACKING
250
300
600
217
.948
B
300
▽
B
ANCHOR CAP
SUP
AIRU
D12
×22
00
SHE
AR K
EY
65A
×33
0
100
0
150
0
600
1000
90°0'0"
Mov
ANCHOR CAP
SCALE 1 : 2
50030020
400400
30.
2
56.4
96.8
16
4.2
4.2
40.4
2282 4.2
FILLER
16
4.2
28
30.
2
ANC
HOR
CAP
LON
GITU
DINA
L
65A
×33
0ANCHOR BOLT D28
BAF
-7
3-59
SCALE 1:30
DETAILS
P1
～P3
ANCHOR BOLT
S=1
:100
SC
ALE
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
BAS
IC D
ESI
GN
STU
DY
4-S
PP ?
1000
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
BAF
ING
BR
IDG
ETI
TLE
: TI
TLE
:
PH1
▽
32A
×33
0
SUPAIRU D12×
2200
ANCHOR CAP
4@2
150=
8600
10000
700
1500
700
Dra
win
g N
o.
B
□100×20
PLI
NTH
CONC
RETE
RD PACKING
B
600
SCALE 1:30
A - A
400
300
LC
3 4
3 4
L
L1 L2
10000
1250
3@2
500=
7500
1250
2 2
4-SPP ?1000
SCALE 1:100
STRUCTURE DRAWING OF P1～P6 PILE BENT PIER
1800
▽PH
400
400
1000 LC
PH1
▽
1500
▽PH2
▽PH1
2PH3
1. 5
%
L
L1 L2
1 - 1
200
400
300
400
600
200
300
300
ANCHOR BOLT D28
L
L1 L2
4-S
PP
?100
0
C L
1000
400
400
1800
PH2
PH1
1500
▽ ▽
1. 5
%
2 - 2
▽PH
P6
P4
～
1 1
PH
PH1
PH2
LL1
L2
17000
6000
11000
MARK
PIER
P1
P2
220
.444
P3
P4
P5
P6
218.415
216.915
220
.897
218.
868
217
.368
220
.916
218.
887
217
.387
220
.897
218.
868
217
.368
220
.746
218.
717
217
.217
220
.444
218.
415
216
.915
19000
8000
19000
19000
17000
17000
LCPH
▽
PH1
▽
TO
A2 A
BUTM
ENT
TO
A1 A
BUTM
ENT
C L
180
0
100
0400
400
810
LON
GITU
DINA
L
5050
560
3605050
610
5050
5050
5050
5050
610
810
5044
94
TRANSVERSE
SCALE 1:20
DETAILS
2029
H
H
50 2802074 276
700
SCALE 1 : 2
ANC
HOR
BOLT
D28
32A×
330
ANCHOR CAP
ANCHOR CAP
FILLER
Fix
B - B
1000
2150
500
28050
700
▽
276
PLI
NTH
CONC
RETE
PH1
74
20
610
×36
0×44
ELA
STOM
ERIC
BEA
RING
PAD
825
□100×
20
RD PACKING
ANC
HOR
BOLT
D28
32A×
330
ANC
HOR
CAP
A
SUP
AIRU
D12
×22
00
825
A
PLINTH CONCRETE
1800
900900
90°0'0"
10000
4@2
150=
8600
825500
700
1000
400 400
1800
1000
300
LC
825
700
300
700
300
250250
PLINTH CONCRETE
3 - 3
100
00
125
0
90°0'0"
125
03@
2500=
7500
LC
4 - 4
42.
7
3.5 3.8
5
28
3.85
3.5
110
00
110
00
110
00
110
00
110
00
8000
8000
6000
6000
BAF
-8
3-60
TITL
E :
S=1
:50
SC
ALE
Dra
win
g N
o.
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YKA
TAH
IRA
& E
NG
INE
ERS
INTE
RN
ATIO
NAL
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
DA
KAR
~BA
MAK
O S
OU
TH C
OR
RID
OR
CO
NST
RU
CTI
ON
OF
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
BAS
IC D
ESI
GN
STU
DY
TITL
E :
BAF
ING
BR
IDG
E
TIP REINFORCE PLATE
FIELD WELDING
LL1 L2
100
(SKK400 t=12mm) (SKK400 t=12mm)
6
TIP REINFORCE PLATE
1-P 300x9x3170
L
6
300 18
φ1000
9
12
976
DETAILS OF PILE BENT PIER (MEDE OF STEEL PIPE)
GENERAL ARENGIMENT OF PILES
SCALE 1:50
DETAIL OF TOP PILE
SCALE 1:20
DETAILS OF TIP PILE
SCALE 1:20
SCALE 1:50
2-P 25x12x2962
SHIFT STOPINNG
L K3
412
D
K1
16
DK1
12
16
D
φ1000
12
976
1000
70
860
70
φ832
420
2614
φ888
420
2790
K3
412
3030
Dx
K112161900 Dx
K2
712
3210
Dx
DK2
712
160
33
22
11
225.1
=2702
x12
12
1 - 1
2 - 2
3 - 3
D4
12
K3
70
900
900
1900
1000
MATERIAL LIST
PER
ON
E P
IER
USE P
AR
TS
HA
PE
SIZ
EQ
TY.
UN
IT W
.EA
CH
W.
WEIG
HT
QU
ALIT
Y
STEEL P
IPE P
ILE
P1
φ1,
000
×12
×17,
000
4292
.04,
964
19,
856
SKK40
0
P2～
P4
φ1,
000
×12
×19,
000
4292
.0〃
P5.
P6
φ1,
000
×12
×17,
000
4292
.0〃
ATTA
CH
MEN
T P
AR
TS
SH
IFT S
TO
PIN
NG
PL
25
×12
×2,9
622
2.3
66.
99
14
SS400
STO
PER
-1P
L25
×9
×50
61.7
70.
09
1〃
BA
CK R
ING
PLA
TE
PL
50
×4.
5×
3,0
462
1.7
75.
39
11
〃
STO
PER
-2P
L30
×6
×30
12
1.4
10.
04
1〃
HN
GIN
G P
AR
TS
PL
120
×12
×10
06
11.
31.
13
7〃
RO
TA
TIO
N P
AR
TS
PL
70
×60
×15
06
32.
974.
95
30
〃
TIP
REIN
FO
RC
E P
LP
L30
0×
9×
3,1
701
21.
267.
20
67
〃
PER
ON
E P
ILE
131
kg
REIN
FO
RC
EM
EN
T F
OR
HEA
D O
F P
ILE
INS
IDE B
AR
K1
D16
×12
1.5
78
RIN
G B
AR
-1
K2
D12
×0.8
882.
85
20
RIN
G B
AR
-2
K3
D12
×4
0.8
882.
69
11
kg
INS
IDE B
LO
CKIN
G C
ON
CR
ETE
52.
4m
3
1,900
3,210
3,030
250 250
1900
STEEL PIPE PILE
1800
(kg)
(kg)
(kg/
m)
5,548
22,
192
4,964
19,
856
7
3.00
36
PER
ON
E P
IER
524
kg
PER
ON
E P
IER
PER
ON
E P
ILE
268
kg
67
P1
19000
17000
8000
L1
6000
LL2
11000
DIMENSION LIST
12
6
100
55
6
12
6
120
60
25
φ40
60
25
DETAILS OF HNEING PLATE
SCALE 1:5
φ1000
DETAILS OF
PL-25x9x50
250 250
252525 25PL-25x12x2981
a
14
12
12
DETAILS OF SHIFT STOPINNG
SCALE 1:10
6
N=6
12
25
4.5
50
35
30
15
45°以上
1～4
BACK RINGPLATE
φ1000
12
φ976
40
50
354.5
15
20
4.5
SCALE 1:2
DETAILS OF BACK RINGPINNG
a
STO
PER
-1
STO
PER
-2
STO
PER
-1N
=3
STO
PER
-2
STO
PER
-2
DETAILS OF FIELD WELDING
SCALE 1:2
11000
50 100 5x150=750 100 100 250 250 250 50
500
INSIDE BLOCKKING CONCRETE
V =
π/
4 x
0.976
x 1
7.5
x 4
=2
V =
π/
4 x
0.976
x 1
9.5
x 4
=P
2～P
42
58.
3m
3
P5,
P6
V =
π/
4 x
0.976
x 1
7.5
x 4
=2
52.
43
m
BAF
-9
3-61
207
208
207
208
209
210
211212213214
215
216
217
218
218.5
218.5
218
219
207+175.00
1:1.5
(St
one
Maso
nry)
Ditch
Ban
k Pr
otec
tion
(St
one
Maso
nry)
1:1.5
207+207.25
207+250.00
207+100.00
OF PROJECT
BEGINING POINT
207+213.25
113,250
BAFING BRIDGE LENGTH L=237.80m
Sta
irwa
y
Sta
irway
(St
one
Maso
nry)
Ditch
H.H.W.L 216.21
H.W.L 214.60
M.W.L 210.50
PK207+084
4000
1601
6100
BEGINING POINT
PK207+100
OF PROJECT
A1
P1
P2
P3
P4
P5
207+213.25
113,250
BAFING BRIDGE LENGTH L=237.80m
Navigation Clearance Limit
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
H=1
:500
SC
ALE
Dra
win
g N
o.
BAF
-10
BA
SIC
DE
SIG
N S
TUD
YO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YV
=1:2
00P
LAN
AN
D P
RO
FILE
(1)
BAF
ING
BR
IDG
E
PE
PU
BLI
QU
E D
U M
ALI
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
3-62
209
210
211212
213
214
215
216
217
218
219
220
220
207+425.00
207+457.05
207+500.00
207+625.00
OF PROJECT
END POINT
1:1.51:1.5
207+451.05
17 3
, 950
Bank Protection
(St
one
Maso
nry)
Stairw
ay
Stairw
ay
(St
one
Maso
nry)
Ditch
(St
one
Maso
nry)
Ditch
1604
6000
PK207+625
P6
A2
207+451.05
END POINT
OF PROJECT
173,950
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
H=1
:500
SC
ALE
Dra
win
g N
o.
BAF
-11
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YV
=1:2
00
BAF
ING
BR
IDG
E
PLA
N A
ND
PR
OFI
LE (2
)
3-63
EA
RTH
SE
CTI
ON
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BAF
-12
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YS
=1:3
0TY
PIC
AL
CR
OS
S S
ECTI
ON
OF
RO
AD
BAF
ING
BR
IDG
E
3-64
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
1:10
0
SC
ALE
Dra
win
g N
o.
BAF
-13
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YC
RO
SS
SEC
TIO
NS
OF
RO
AD (1
)
BAF
ING
BR
IDG
E
3-65
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
1:10
0
SC
ALE
Dra
win
g N
o.
BAF
-14
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YB
AFIN
G B
RID
GE
CR
OS
S S
ECTI
ON
S O
F R
OAD
(2)
3-66
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
1:10
0
SC
ALE
Dra
win
g N
o.
BAF
-15
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YB
AFIN
G B
RID
GE
CR
OS
S S
ECTI
ON
S O
F R
OAD
(3)
3-67
2
1 1
2
1-1
SEC
TIO
NS
=1:2
52-
2 S
ECTI
ON
S=1
:25
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
As
Men
tione
d
SC
ALE
Dra
win
g N
o.
BAF-
16B
ASI
C D
ES
IGN
STU
DY
DIR
ECTE
UR
NAT
ION
AL
ADJO
INT
DE
S R
OU
TES
PE
PU
BLI
QU
E D
U M
ALI
ON
TH
E P
RO
JEC
T FO
R B
RID
GE
CO
NST
RU
CTI
ON
OF
DA
KAR
~BAM
AKO
SO
UTH
CO
RR
IDO
R
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YD
ETA
IL O
F BA
NK
PRO
TEC
TIO
N
BAF
ING
BR
IDG
E
3-68
CR
OS
S S
ECTI
ON
(Fill
Sec
tion)
S=1
:25
S=1
:25
CR
OS
S S
EC
TIO
N (B
ank
Pro
tect
ion
Sect
ion)
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
SC
ALE
Dra
win
g N
o.
BAF
-17
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YA
s M
entio
ned
DET
AIL
OF
STA
IRW
AY
AND
DIT
CH
BAF
ING
BR
IDG
E
3-69
KATA
HIR
A &
EN
GIN
EER
S IN
TER
NAT
ION
AL
TITL
E :
As
Sho
wn
SC
ALE
Dra
win
g N
o.
BAF
-18
BA
SIC
DE
SIG
N S
TUD
YD
IREC
TEU
R N
ATIO
NA
L AD
JOIN
T D
ES
RO
UTE
SP
EP
UB
LIQ
UE
DU
MAL
IO
N T
HE
PR
OJE
CT
FOR
BR
IDG
EC
ON
STR
UC
TIO
N O
FD
AK
AR~B
AMA
KO S
OU
TH C
OR
RID
OR
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
YD
ETAI
LS O
F R
UN
OFF
CO
NC
RET
E C
UM
AN
D G
UID
EPO
ST
BAF
ING
BR
IDG
E
3-70