the preparatory survey on the project for …open_jicareport.jica.go.jp/pdf/12026159_01.pdf · p20...
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THE PREPARATORY SURVEYON
THE PROJECT FOR CONSTRUCTIONOF NEAK LOEUNG BRIDGE
INTHE KINGDOM OF CAMBODIA
< DRAWINGS >
March 2010
JAPAN INTERNATIONAL COOPERATION AGENCY
CHODAI CO., LTD.
ORIENTAL CONSULTANTS CO., LTD.
Ministry of Public Works and TransportThe Kingdom of Cambodia
10-027JREID
No No
C-1 PLAN AND PROFILE OF MAIN BRIDGE (1) R-1 PLAN (1) & (2)
C-2 PLAN AND PROFILE OF MAIN BRIDGE (2) R-2 PLAN (3) & (4)
C-3 GENERAL VIEW OF GIRDER (1) R-3 PLAN (5) & (6)
C-4 GENERAL VIEW OF GIRDER (2) R-4 PLAN (7) & (8)
C-5 GENERAL VIEW OF STAY CABLE (1) R-5 PROFILE - MAIN (1)
C-6 GENERAL VIEW OF PYLON (1) R-6 PROFILE - MAIN (2)
C-7 GENERAL VIEW OF FOUNDATION (WEST PYLON) R-7 PROFILE - MAIN (3)
C-8 GENERAL VIEW OF FOUNDATION (EAST PYLON) R-8 PROFILE - MAIN (4)
C-9 GENERAL VIEW OF SUBSTRUCTURE AND FOUNDATION (P20) R-9 PROFILE - MAIN (5)
C-10 GENERAL VIEW OF SUBSTRUCTURE AND FOUNDATION (P21) R-10 PROFILE - MINOR ROAD (1)
R-11 PROFILE - MINOR ROAD (2)
R-12 TYPCAL CROSS SECTION (1)
No R-13 TYPCAL CROSS SECTION (2)
P-1 PLAN AND PROFILE OF APPROACH BRIDGE (A1 to P10) R-14 TYPCAL CROSS SECTION (3)
P-2 PLAN AND PROFILE OF APPROACH BRIDGE (P10 to P20) R-15 BOX CULVERT (1)
P-3 PLAN AND PROFILE OF APPROACH BRIDGE (P21 to A2) R-16 BOX CULVERT (2)
P-4 PLAN AND PROFILE OF APPROACH BRIDGE (SECTION) R-17 BOX CULVERT (3)
P-5 GENERAL ARRANGEMENT OF SUPERSTRUCTURE (1) R-18 BOX CULVERT (4)
P-6 SUBSTRUCTURE (3) R-19 BOX CULVERT (5)
P-7 SUBSTRUCTURE (4) R-20 BOX CULVERT (6)
P-8 SUBSTRUCTURE (5) R-21 RETAINING WALL (1)
P-9 SUBSTRUCTURE (6) R-22 RETAINING WALL (2)
P-10 SUBSTRUCTURE (7) R-23 RETAINING WALL (3)
P-11 SUBSTRUCTURE (8) R-24 SOFT GROUND TREATMENT
DRAWING SCHEDULE
CABLE STAYED BRIDGE
DRAWING TITLE
DRAWING TITLE
DRAWING TITLE
APPROACH BRIDGE
ROAD
PROFILE
PLAN
PLAN AND PROFILE OF MAIN BRIDGE (1) S=1:2000
PLAN AND PROFILE OF MAIN BRIDGE (1) 1:2000 June/09 003
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) -
GRADE
LEVEL
EXISTING
CHAINAGE
CURVE
ELEVATION
DL=-50.00
0.0
50.00
DESIGN
HEIGHT
ELEMENT
SUPER
1+
740
6.0
71
1+
760
-5.4
77
-13.9
66
-15.9
70
-16.9
11
-17.5
61
-18.3
60
-18.5
82
-18.7
00
-18.7
84
-19.6
66
-19.0
70
-19.3
16
-19.5
37
-19.5
33
1+
800
-19.0
73
-19.4
40
1+
780
1+
860
1+
900
1+
880
1+
820
1+
840
1+
960
2+
000
1+
980
1+
920
1+
940
2+
020
2+
040
2+
060
2+
080
-19.0
75
-18.7
30
-17.8
39
-17.4
73
-17.8
44
-17.6
77
-17.6
57
-17.7
33
-16.9
39
-15.8
40
-15.7
85
-16.0
39
-16.1
66
-12.5
29
2+
120
-5.8
74
1.3
15
2+
100
2+
160
2+
200
2+
180
2+
140
2+
220
2+
260
2+
300
2+
280
2+
240
2+
320
2+
360
2+
380
2+
340
2+
400
6.2
33
HWL=7.930
LWL=0.430
640,000
1+740.000
2+380.000
37
,50090,000
15
,000
90,000
15
,000
330,000 155,000155,000
5,600 5,600
39.6
000
40.4
000
41.2
000
42.0
000
42.8
000
43.6
000
44.4
000
45.2
000
46.0
000
46.8
000
47.6
000
48.3
333
48.9
333
49.4
000
49.7
333
49.9
333
50.0
000
49.9
333
49.7
333
49.4
000
48.9
333
48.3
333
47.6
000
46.8
000
46.0
000
45.2
000
44.4
000
43.6
000
42.8
000
42.0
000
41.2
000
40.4
000
39.6
000
38.8
000
VCL=240.0m
52.4
00
2+
060
VCR=3,000
22.4
00
1+
310
4.000%
L=750.000m-4.000%L=1075.000m
9.2
00
3+
140
C.I.P Pile D2.5mL=70.0m n=22 nos.
VCL=220.0mVCR=10,000
VCL=170.0mVCR=3,778
C.I.P Pile D2.5mL=70.0m n=22 nos.
MIDSPAN ANDSHIPPNG PASSAGE
EL. 130.000
12
1,0
00
EL. 45.800EL. 50.000
32
,000
55
,000
34
,000
EL. 9.000
EL. 130.000
EL. 45.800
EL. 9.000
SHIPPNG PASSAGE(180.0m x 37.5m)
180,000SHIPPNG PASSAGE
(90.0m x 15.0m)
SHIPPNG PASSAGE
(90.0m x 15.0m)
EL. 39.600 EL. 39.600
ST
A.
2+
60.0
00
6,600 6,600
ELE
VA
TIO
N(m
)
WP-down
stream
WP-up
stream
P20
P21
P20
P21
2+
225
1+
895
2.00%
R = ∞
20 CABLES20 CABLES 20 CABLES20 CABLES
4,00010,000
17x8,000=136,00010,000
15x8,000=120,000 4,0002,000
4,000 4,0002x7,500=15,000
2x7,500=15,000
10,00017x8,000=136,000
10,00015x8,000=120,0004,000
2,0004,000 2x7,500
=15,000
2x7,500=15,000
12
1,0
00
32
,000
55
,000
34
,000
=1
30
0.0
00
L=
647.7
90
R=
Inf.
L=
13
10.0
57
P20S=1:600
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF MAIN BRIDGE (2)
GENERAL VIEW OF MAIN BRIDGE (2)
- June/09 000
GIRDER CROSS SECTIONS=1:150
PYLONS=1:700
P21S=1:600
TYPICAL SECTIONSUPPORT SECTION
C.I.P Pile D2.5m
L=62.500m n=8 nos.
18,000
24,000 11,500
600
4,000
3,500 11,000
600
LWL=0.430
HWL=7.930
3,0
00
3,5
00
26
,000
3,0
00
3,5
00
26
,000
3,0
00
3.000
3,0
003
2,5
00
3,500
32
,500
35.500
Casing D2.8mt=25mm,L=26.0m C.I.P Pile D2.5m
L=70.0m n=22 nos.
42,000
C.I.P Pile D2.5mL=70.0m n=22 nos.
8,000
24,000
EL.=9.000
12
1,0
00
5,0
00
2x1
2,2
50
=2
4,5
00
2,5
00
4,5
00
48
,000
2,5
00
1,8
50
34
,000
3,5
00
1,2
00
3,000 17,000 3,000
3,0
00
1,0
00
5,2
00
2,300 12,200 2,300
26
,950
23,800
4,000 14,000 4,000
EL.=130.000
R10,500
5,600
R12,000
12
1,0
00
32
,000
89
,000
55
,000
34
,000
6,0
00
4,000
4,600
HWL=7.930
LWL=0.430
2,300 12,200 2,300
6,600
EL.=45.800
5,000
R300,000
300
55
,000
32
,000
16,980
2,240 12,500 2,240
TOTAL WIDTH 16,980
1,000 1,000
5001,500
13,500
CABLE SPACE 14,500
500
70
03
00 1
,800
500
200
1,000 80
0
15
0
1,8
00
1,500 10,500 1,500
3,5001,750
250
3,500500 1,000 5001,000
2.0% 2.0%
t=70mm
Asphalt Pavement
35
0
1,000
1,4
50 1,8
00
1,750
250
2.0% 2.0%
240 240
240
C.I.P Pile D1.2mL=53m n=8 nos.
18,000
22,000
600
4,000
3,500 11,000
600
3,5
00
31
,000
3,0
00
3,0
00
3,5
00
31
,000
3,0
00
-2.000
7,000
37
,500
37
,500
3,0
00
3,500
LWL=0.430
HWL=7.930
35.500
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF GIRDER (1)
GENERAL VIEW OF GIRDER (1)
- June/09 000
ELEVATION S=1:500
SECTION S=1:300
PLAN S=1:500
GIRDER END SECTION TYPICAL SECTION
EL.=45.800
7700 35x4000=140000 14000
7700 35x4000=140000 14000
250031x4000=124000 4x3750=15000 3500 2500 4x3750=150003500
500 15500 50016500
300800 700
1800
5001500
2001000 5050 5050 500
1500
2001000
500 15500 50016500
300800 700
1800
5001500
500 5750 5750 5001500
500
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF GIRDER (2)
GENERAL VIEW OF GIRDER (2)
- June/09 000
ELEVATION S=1:500
SECTION S=1:300
PLAN S=1:500
CROSSBEAM SECION SUPPORT SECTION
EL.=45.800
14000 39x4000=156000 2000
14000 39x4000=156000 2000
25004x3750=15000 3500 2500 36x4000=1440004x3750=150003500
500 15500 50016500
300800 700
1800
5001500
2001000 5050 5050 500
1500
2001000
500 15500 50016500
300800 700
1800
5001500
6250 6250 5001500
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF STAY CABLE
GENERAL VIEW OF STAY CABLE
- June/09 000
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF PYLON (1) - June/09 000
PYLO
NS
=1:5
00
1:1
50
-1SEC
TIO
N
1:1
50
-2SEC
TIO
N
1:1
50
-3SEC
TIO
N
1:1
50
-4SEC
TIO
N
1:1
50
-6SEC
TIO
N1:1
50
-5SEC
TIO
N
GEN
ER
AL
VIE
WO
FPYLO
N(1
)
C.I
.PP
ileD
2.5
m
L=
70
.0m
n=
22
nos.
42
,000
C.I
.PP
ileD
2.5
m
L=
70
.0m
n=
22
nos.
8,0
00
24
,000
EL
.=9
.000
121,000
5,00024,0502,9504,5001,850
34,000
3,500
2,9
31
.61
7,0
00
3,0
00
3,000
5,200
2,2
00
12
,200
2,3
00
26,950
23
,800
3,9
50
14
,000
4,0
00
EL
.=1
30.0
00
R10,5
00
5,6
00
2,3
85
R12,0
00
4,0
00
5,2
00
HW
L=
7.9
30
LW
L=
0.4
30
2,2
00
12
,200
2,3
00
6,6
00
EL
.=4
5.8
00
5,0
00
R3
00
,000
4,700
4,000
121,000
32,00089,000
55,00034,000
6,000
14@1,250=17,500 1,3501,450
1,6502,300
150
14@1,250=17,500 1,3501,450
1,6502,300
150
18
,000
2,4
19
EL
.=4
5.8
00E
L.=
96
.000
EL
.=1
22.3
00
55,000 32,000
1 _
2 _
3 _
4 _
5
5,6
00
6_
1,4
00
1,0
00
1,0
00
273
273
2 732 733 24
1,200500 3,000
500 2,200 800
1,0
00
2,000 300
6,600
3002,5001,0002,500300
30
03
,400
30
02
50
4,0
00
30
0
75
0
5,923
2,6
57
30
02
,057
30
0
3002,161.5300
21
6
30
0
50
0
5,600
2,3
00
30
01
,700
30
0
3002,000300
20
0
1,0002,000 1,0002,161.5
30
0
50
0
30
02
,300
2,3
00
30
0
5,2
00
4,400 300
3,200 3003,500
4,700
1,3
00
40
0
1,6
56
41
7
500 3,400 800
500 2,200 800
2,5
00
70
0
2,200 3,323
4,000
4,2
00
3,9
50
2,5
73
2,2
00
1,700 1,700 1,300 1,300
1,300 1,300
50
05
00
3,0
92
30
02
,492
30
0
6,266
300300 2,333
23
3
30
0
95
01
,17
5.5
90
0
2,660
300 2,333 1,000
1,803 1,803
3,0
25
.5
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF FOUNDATION (WEST PYLON) - May/09 000
S=1:400
GENERAL VIEW OF FOUNDATION (WEST PYLON)
S=1:400A - A
S=1:400B - B
HWL=7.930
LWL=0.430
河床=-18.820
洗堀=-30.820
支持層=-50.820
17,800
3,0
00
3,0
00
PILE TOP=3.100
EL.9.000
6.000
3.000
C.I.P Pile D2.5m
L=70.0m n=22 nos.
23,8007,7001,400 7,700 1,400
Casing D2.8m, t=25mm, L=31.5m
42,000
3,750
PILE TIP=-66.900
5,500 5,500 6,250 6,250 5,500 5,500 3,750
14,000 14,000
A A
B
B
42,000
14,000
8,0
00
8,0
00
8,0
00
24
,000
BH WP-U/SBH WP-D/S
24,000
8,0007,200800 7,200 800
C.I.P Pile D2.5mL=70.0m n=22 nos.Casing D2.8m, t=25mm, L=31.5m
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) GENERAL VIEW OF FOUNDATION (EAST PYLON) - May/09 000
S=1:400
S=1:400
GENERAL VIEW OF FOUNDATION (EAST PYLON)
A - AS=1:400B - B
C.I.P Pile D2.5m
L=70.0m n=22 nos.
HWL=7.930
LWL=0.430
河床=-18.230
洗堀=-30.230
支持層=-55.230
PILE TOP=3.100
3,0
00
3,0
00
17,800
23,8007,7001,400 7,700 1,400
Casing D2.8m, t=25mm, L=31.5m
42,000
3,750
EL.9.000
6.000
3.000
PILE TIP=-66.900
5,500 5,500 6,250 6,250 5,500 5,500 3,750
14,000 14,000
BH EP-U/SBH EP-D/S
A A
B
B
42,000
14,000
8,0
00
8,0
00
8,0
00
24
,000
24,000
8,0007,200800 7,200 800
C.I.P Pile D2.5mL=70.0m n=22 nos.Casing D2.8m, t=25mm, L=31.5m
S=1:500GENERAL VIEW OF SUBSTRUCTURE AND FOUNDATION (P20)
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) SUBSTRUCTURE AND FOUNDATION (P20)- May/09 000
GENERAL VIEW OF
C.I.P Pile D2.5m
18,000
24,000
600
3,500 11,000
LWL=0.430
HWL=7.930
支持層=-56.250
PILE TOP=3.310
PILE TIP=-58.190
3,0
00
3,5
00
26
,000
3,0
00
32
,500
侵食= -18.000
洗堀= -26.300
3,500
35.500
Casing D2.8m,T=25mm,L=26.0mL=61.500m n=8 nos.
L=61.500m n=8 nos.
11,500
4,000
600
24,000
11
,500
C.I.P Pile D2.5m
3,5
00
26
,000
3,0
00
2,625 6,250 6,250 2,625
2,6
25
6,2
50
2,6
25
3.000
3,0
00
32
,500
32
,500
35.5000
Casing D2.8m,T=25mm,L=26.0m
6,250
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTORY OF PUBLIC WORKS
AND TRANSPORT (MPWT) - May/09 000SUBSTRUCTURE AND FOUNDATION (P21)GENERAL VIEW OF
S=1:500GENERAL VIEW OF SUBSTRUCTURE AND FOUNDATION (P21)
C.I.P Pile D1.2mL=53m n=8 nos.
18,000
22,000
600
3,500 11,000
LWL=0.430
HWL=7.930
PILE TOP=-1.900
PILE TIP=-54.900支持層=-53.685
3,5
00
31
,000
3,0
00
3,0
00
37
,500
35.500
3,500
4,000
600
22,000
7,0
00
C.I.P Pile D1.2mL=53m n=8 nos.
3,5
00
31
,000
3,0
00
1,200 1,2004,800
1,2
00
1,2
004
,600
-2.000
7,000
37
,500
3,0
00
35.500
10,000 4,800
PROFILE S=1:2,500
PLAN AND PROFILE OF APPROACH BRIDGE(A1 to P10) [Temporary July 2009]
PLAN S=1:2,500
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTRY OF PUBLIC WORKS
AND TRANSPOT PLAN AND PROFILE OF APPROACH BRIDGE (A1 to P10) 1:2,500 P-01
PROFILE S=1:2,500
PLAN S=1:2,500
PLAN AND PROFILE OF APPROACH BRIDGE(P10 to P20) [Temporary July 2009]
THE PROJECT FOR CONSTRUCTION OF NEAK LOEUNG BRIDGE
IN THE KINGDOM OF CAMBODIA
JAPAN INTERNATIONALCOOPERATION AGENCY (JICA)
TITLE SCALE DATE DRAWING NO.MINISTRY OF PUBLIC WORKS
AND TRANSPOT PLAN AND PROFILE OF APPROACH BRIDGE (P10 to P20) 1:2,500 P-02