plan wharf and jetty in bored file stage - option 3 ( tower crane)
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ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION3
TO BEN LUC
TO LONG THANH
21@2m=42
19@2m=38
4%
7
7
4%
Ramp way
Barge 600Tons
Barge 600Tons
40
23.4
9.5
10.8
Crawler crane
50Tons
Drilling System
Barge 1000tons
35.4
m
R20 ons
T
0
0
.
5
Crawler crane
50Tons
9
wharf 2a
25.1
Super structure line
Jetty 1a
P42
26.1
P39
P43
17.7
14
Rebar work
Barge
P40
K
15.6
9.5
10
16
12
Jetty 2a
10.8
wharf 1
38
Material Barge
15.5
22.8
Ramp way
R2 0
5.0t m
ons
Material Barge
0L
+00
m26
K
P41
Rebar work
Barge
0L
+10
m26
12
00L
6+3
K m2
00L
6+4
K m2
Drilling System
Barge 1000tons
Bentonite System
Barge 600tons
Bentonite System
Barge 600tons
K m2
00R
6+1
31@2m=62
15@2m=30
CONSORTIUM OF
TITLE
NAME
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
00R
6+3
K m2
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
K m2
00R
6+4
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
PLAN OF WHARF AND JETTY BORED PILE STAGE-OPTION3
SCALE:
ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE - OPTION 3
TO BEN LUC
TO LONG THANH
21@2m=42
19@2m=38
4%
7
7
4%
Ramp way
Barge 600Tons
Barge 600Tons
40
wharf 1
38
Material Barge
Jetty 2a
23.4
220KVA
14
K
0L
+10
m26
9.5
10.8
P43
17.7
12
P41
00L
6+3
K m2
Crane 120T
00L
6+4
K m2
Barge 1000tons
Barge 600tons
Crane 80T
Barge 600tons
R
4.1 32
To m
ns
K
P42
R20m
s
19.5 Ton
P40
0L
+00
m26
wharf 2a
26.1
Jetty 1a
P39
9
25.1
Super structure line
Crawler crane
50Tons
220KVA
35.4
0m s
R2 Ton
.5
19
16
m
R20 ons
T
0
0
.
5
9.5
10.8
Barge 1000tons
12
15.6
10
Crawler crane
50Tons
15.5
22.8
Ramp way
R2 0
5.0t m
ons
Material Barge
00R
6+1
31@2m=62
15@2m=30
TITLE
NAME
K m2
SIGNATURE
DATE
TITLE
PREPARED BY
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
CHECKED BY
00R
6+3
K m2
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
CONSORTIUM OF
m
R32 ns
o
4.1 T
K m2
NAME
NGUYEN SY BAO
SIGNATURE
DATE
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
Designed date
00R
6+4
PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE
OPTION 3
SCALE:
ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION 3
TO BEN LUC
TO LONG THANH
27@2m=54m
35@2m=70m
4%
7
Material Barge
7
4%
Ramp way
Barge 600Tons
Barge 600Tons
40
35.4
Material Barge
K
K
K m2
00R
6+1
0L
+10
m26
TITLE
NAME
25.1
26.1
K m2
DATE
17.7
12
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
00L
6+4
K m2
00R
6+3
K m2
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
SIGNATURE
Stationary Pump
00L
6+3
K m2
21@2m=42m
THE ENGINEER
CONSORTIUM OF
Jetty 2b
P43
P41
31@2m=62
THE EMPLOYER
27
P42
R40
4.2 T m
ons
P40
0L
+00
m26
Concrete truck wharf 2a
15
14
9
Jetty 2c
15
12
Super structure line
R2
5.0 0m
t on
s
16.6
Concrete truck
P39
Crawler crane
50Tons
4.8
16
m
R20 ons
T
0
0
.
5
R40m
4.2 T
ons
9.5
10.8
Stationary Pump
15.6
9.5
10
23.4
10.8
22.8
wharf 1
Jetty 2a
Crawler crane
50Tons
Jetty 1a
15.5
38
Ramp way
00R
6+4
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
STAGE - OPTION 3
SCALE:
ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION 3
TO BEN LUC
TO LONG THANH
Barge 600Tons
40
7
4%
Ramp way
22.8
Crawler crane
50Tons
Jetty 1a
wharf 1
10
35.4
Material Barge
9.5
10.8
Stationary Pump
16
R2
5.0 0m
Ton
s
17.2
16.6
Concrete truck
26.1
P39
14
15
12
R 40
4.2 T m
ons
P40
00L
6+1
Km2
00L
6+0
Km2
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
AT PIER 40 STAGE - OPTION 3
SCALE:
ATTACHMENT NO.1
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION 3
TO BEN LUC
TO LONG THANH
Barge 600Tons
4%
7
Material Barge
15.5
38
Jetty 2a
15.6
9.5
10.8
23.4
Crawler crane
50Tons
0m
R2 ons
T
5.0
R40m
4.2 T
ons
9
wharf 2a
Concrete truck
25.1
Super structure line
27
P42
Jetty 2c
4.8
Jetty 2b
17.7
15
Stationary Pump
12
P41
00L
6+3
Km2
Concrete truck
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION
AT PIER 41 STAGE - OPTION 3
SCALE:
RAMP WAY AT PIER 40 - OPTION 3
TO BEN LUC
20000
35000
5000
2920
9610
Barge 600 tons
B
A
Htb = +1.16
Hmax = +1.68
4%
Hmin = -1.28
1:2
Gabions
1mx1mx2m
B
A
Existing ground
Designing elevation
+2.00
Elevation of Existing ground +0.60
Distance
+2.00
+0.66
10.00
+2.00
+0.82
+1.60
+0.83
10.00
+1.20
+0.83
10.00
10.00
+0.80
+0.24
+0.40
-0.38
10.00
10.00
-1.84
-1.00
-2.00
-2.00
6.90
6.70
-3.00
-3.00
6.00
-4.00
-4.00
5.00
-5.00
-5.00
-6.00
-6.00
6.80
12.80
PLAN OF TEMPORARY SLOPE AT PIER 40
40000
Barge 600 tons
30000
00
200
10000
6300
12001200
3000
5000
00
R25
0
SECTION A - A
6 H200x200
1000
SECTION B - B
6 H200x200
7000
1500
1000
7000
1500
Gabion
1mx1mx2m
2000
2000
60cm Stone 4x6cm
Geotextile fabric
Black sand K95
Geotextile fabric
300
1
1
1
1
60cm Stone 4x6cm
Geotextile fabric
Black sand K95
Geotextile fabric
Gabion
1mx1mx2m
NOTES:
All dimensions are m, levels are m
Dimensions in typical section are mmm
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
RAMP WAY AT PIER 40
SCALE:
structures of temporary JETTY 1A - option 3
C
D32, L=10.5m
10000
Larsen IV, L=20m
5000
35400
5000
5000
5000
5000
Detail ''G''
4000
400
2000 1000
3000 250
5000
3000
9500
27@400=10800
A
250 3000
2[-200x75x5.2x9, L=10m
1000
1000 2000
A
2000
10000
2000
H350x350x12x19, L=12m
B
D32@3m, L=1.57m
, L=11.74m
2[-200x75x5.2x9
L=24.2m
2[-200x75x5.2x9
L=11.54m
5@1600=8000
Deck plate
3000x1000x200
H800x300x14x26
L=25.4m
[-200x75x5.2x9
L=24.6m
B
35@1000=35000
16000
Detail ''D''
200
C
a-a section
13000
35400
2000
Geotextile Fabric
5000
5000
5000
5000
5000
5000
4000
400
Black sand
K95
Hmax = +1.68
1420
2300
850
1
600
1:
500
+1.00
+2.20
200
+2.20
-0.30
-1.00
Detail ''B''
H400x400x13x21
L=9.5m
H800x300x14x26
L=25.4m
Detail ''E''
-1.630
Htb = +1.16
Hmin = -1.28
PC bar D32
2[-200x75x5.2x9, L=9.0m
-5.04
2[-200x75x5.2x9
L=11.54m
-13.50
L100x100x10,
L=3.8m
Crossbeam,
2[-300x90x9x13, L=9.5m
Existing ground
H350x350x12x19, L=12m
DETAIL ''A''
1000
Detail ''A''
Detail ''C''
Steel sheet pile, Larsen IV, L=20m
20cm Sub base
Steel plate
12000x1000x25
Steel pile, L=48m
H400x400
Concrete C20
t=350mm
50
Deck plate
3000x1000x20
-17.85
350 200
-47.22
[200x76
DETAIL ''B''
DETAIL ''C''
Geotextile fabric
150 400
Sub-base t=20cm
2 [200x76
200
200
2[-200x76x5.2x9
D32
20
500
PC bar D32
L=1.57m
NOTEs:
Plate 200x200
t=20mm
Geotextile fabric
Plate washer
165x165x20
Steel sheet pile,
Larsen IV
Larsen IV
CONSORTIUM OF
TITLE
NAME
H350x350x12x19
SIGNATURE
DATE
TITLE
PREPARED BY
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
CHECKED BY
- The material may be changed depend on actual condition.
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
- All the dimension are mm, levels are m.
NAME
NGUYEN SY BAO
SIGNATURE
DATE
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
Designed date
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
REV.
STRUCTURE OF TEMPORARY JETTY 1A - OPTION 3
SCALE:
ATTACHMENT NO.3
TYPICAL SECTION of temporary JETTY 1A - OPTION 3
b-b section
C-C section
Deck plate
3000x1000x200 9500
3000
3000
250
Detail ''F''
+2.20
+2.20
Hmax = +1.68
3200
H800x300x14x26, L=23.2m
H400x400x13x21
L=9.5m
2700
3000
PC bar D32
-1.00
500
2000
[-300x90x9x13
L=2.9m
-1.23
250
20 400800 200
Htb = +1.16
1420
[-200x75x5.2x9
Sub-base t=200mm
10800
L100x100x10, L=3.8m
Hmin = -1.28
Black sand
K95
Crossbeam, L=9.4m
2[-300x90x9x13
Steel sheet pile, Larsen IV, L=20m
Steel pile, L=48m
H400x400
-17.85
-47.22
DETAIL ''F''
DETAIL ''E''
DETAIL ''D''
L50x50
[-300x90x9x13
Deck plate
3000x1000x20
L100x100x10@2m
2[-200x76x5.2x9
600
H800x300x14x26
H800
300
Steel pile
H400x400
[-200x76x5.2x9
1500
Bolt M22
Larsen IV
H800x300
D25 rebar
Deck plate
3000x1000x20
PC bar D32@2m
H400x400
900
DETAIL ''G''
Stiffener t=14mm
Sêng t¨ng cêng
[-300x90x9x13
[-200x76x5.2x9
300
Plate 500x500x20
400
Stiffener plate, t=20mm
350
H400x400x13x21
Plate 500x500x20
H400x400x13x21
H400x400x13x21
L100x100x10
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
L100x100x10
Bracing
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION 3
SCALE:
structures of temporary JETTY 2A -OPTION 3
DETAIL ''A''
B
C
D32@3m, L=1.57m
D32, L=10.5m
2[-200x75x5.2x9
L=24.2m
15600
Larsen IV, L=20m
23400
5500
Detail ''G''
5500
5500
1000
Deck plate
3000x1000x20
2000
A
Concrete C20
t=350mm
10800
[200x76
Geotexti
150 400
2 [200x76
200
2000
2000
2000
9000
7@1200=8400
3000
27@400=10800
2[-200x75x5.2x9, L=9.0m
250 3000
9500
A
H400x400
L=9.5m
20cm Sub base
Steel plate
12000x1000x25
350 200
5500
3000 250
400
50
[-200x75x5.2x9
L=9.0m
D32, L=11.74m
PC bar D32
L=1.57m
20
[-200x75x5.2x9
L=23.2m
B
Deck plate
3000x1000x200
23400
H800x300x14x26
L=23.2m
2[-200x75x5.2x9
L=11.54m
Plate 200x200
t=20mm
9000
Geotextile fabric
H350x350x12x19, L=12m
Larsen IV
C
a-a section
15600
200 2000
H800x300x14x26
L=23.2m
L100x100x10, L=3.8m
-1.00
PC bar D32
Black sand
K95
Plate washer
165x165x20
Steel sheet pile,
Larsen IV
2[-200x75x5.2x9, L=9.0m
-13.50
Steel sheet pile,
Larsen IV, L=20m
Steel pile, L=48m
H400x400
D32
+0.86
H350x350x12x19
L=12m
2[-200x75x5.2x9
L=11.54m
-6.58
2[-200x76x5.2x9
+2.20
500
850
-0.30
-1.65
Crossbeam,
2[-300x90x9x13, L=9.5m
Detail ''C''
1
H400x400x13x21
L=9.5m
600
Detail ''E''
Geotextile Fabric
200
+2.20
1:
Detail ''A''
2300
Hmin = -1.28
23400
23@1000=23000
200
20 400 800 200
Htb = +1.16
1420
Hmax = +1.68
DETAIL ''B''
DETAIL ''C''
Sub-base t=20cm
200
-17.85
500
-47.22
H350x350x12x19
NOTEs:
- All the dimension are mm, levels are m.
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
PREPARED BY
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
CHECKED BY
NAME
NGUYEN SY BAO
SIGNATURE
DATE
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
Designed date
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
REV.
STRUCTURE OF TEMPORARY JETTY 2A - OPTION 3
SCALE:
TYPICAL SECTION of temporary JETTY 2A - OPTION 3
b-b section
C-C section
Deck plate
3000x1000x200 9500
2000
3000
3000
250
Detail ''F''
+2.20
+2.20
H400x400x13x21
L=9.5m
L100x100x10, L=3.8m
2700
Hmax = +1.68
H800x300x14x26, L=23.2m
3200
[-300x90x9x13
L=2.9m
-1.23
3000
20 400800 200
1420
Htb = +1.16
250
Sub-base t=200mm
10800
PC bar D32
-1.00
500
[-200x75x5.2x9
Hmin = -1.28
Black sand
K95
Crossbeam, L=9.4m
2[-300x90x9x13
Steel sheet pile, Larsen IV, L=20m
Steel pile, L=48m
H400x400
-17.85
-47.22
DETAIL ''G''
DETAIL ''F''
DETAIL ''E''
DETAIL ''D''
[-300x90x9x13
Deck plate
3000x1000x20
L50x50
L100x100x10@2m
PC bar D32@2m
900
H800x300x14x26
300
Steel pile
H400x400
[-200x76x5.2x9
1500
2[-200x76x5.2x9
D25 rebar
Deck plate
3000x1000x20
Bolt M22
Larsen IV
H800x300
Stiffener t=14mm
Sêng t¨ng cêng
600
H400x400
H800
[-300x90x9x13
Plate 500x500x20
400
[-200x76x5.2x9
300
Stiffener plate, t=20mm
H400x400x13x21
350
H400x400x13x21
L100x100x10
Plate 500x500x20
H400x400x13x21
L100x100x10
Bracing
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION 3
SCALE:
GENERAL PLAN OF TOWER CRANE AT PIER 40 - OPTION 3
9500
Crawler crane 55Tons
Super Structure line
Material Truck
Tower crane
168Tons.m
Jetty 1a
Bring frame
4000
4750
4000
35400
Foundation of tower crane
4mx4mx1.5m
2900
Jetty 1b
B=1.5m
1500
16640
Pier 40
A
A
Concrete supply pipe
D135mm, t=5mm
NOTE :
- Dimensions are mm, Levels are m
CONSORTIUM OF
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SIGNATURE
DATE
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NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
GENERAL PLAN OF TOWER CRANE AT PIER 40 - OPTION3
SCALE:
STRUCTURE OF JETTY 1b
1000
Hmax=+1.68
C 100x50x5.9x8
L=2.660m
6500
6500
Hmin=-1.28
Hmin=-1.28
C 200x75x8.2x11.5
L=1.5m
2380
3878
1260
Hmax=+1.68
Htb=+1.16
V 100x100x8
L=2.5m
C 200x75x8.2x11.5
L=1.5m
Hmin=-1.28
+2.20
100
H 200x200x8x12
L=1.6m
Htb=+1.16
2500
Htb=+1.16
H 200x200x8x12
L=1.6m
H 200x200x8x12
L=16.64m
100
4005
+2.20
1500
1300
12
16640
12400
290
Detail "A"
A
2500
MAIN VIEW OF JETTY 1b
(1:75)
A-A SECTION
(1:75)
1300
-4.59
H 200x200x8x12
L=30m
H 200x200x8x12
L=30m
A
H 200x200x8x12
L=1.6m
PLAN OF JETTY 1b
(1:75)
H 200x200x8x12
L=16.64m
22@750=16500
70
DETAIL "A"
(1:20)
70
Expanded metal
XG21, t=5mm
V 100x100x10
L=1.2m
1500
+2.20
C 150x75x10x6.5
L=1.29m
50
C 150x75x6.5x10
L=1.292m
1260
6500
6500
290
H 200x200x8x12
L=1.6m
H 200x200x8x12
L=16.64m
2380
16640
C 150x75x10x6.5
L=0.3m
Plate 250x250x12
H 200x200x8x12
L=30m
NOTE :
- Dimensions are mm, Levels are m
CONSORTIUM OF
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NAME
SIGNATURE
DATE
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NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
STRUCTURE OF JETTY 1b
SCALE:
GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION 3
12000
40000
Tower crane
168Tons.m
Radius=20.6m
Rate load = 6.88Tons
A-A SECTION
(1:250)
Max moving Load
6Tons
16863
1600
30000
Traveller
Bring frame
+15.545
13138
H300x300
Jetty 1a
9000
Hmax=+1.68
290
SPSP Cofferdam
D=0.7m , L=35m
16640
+2.20
+2.20
Pier 40
1500
Htb=+1.16
Concrete supply pipe
D=135mm, t=5mm
Jetty 1b
Htb=+1.16
4000
Hmin=-1.28
5290
Hmin=-1.28
Hmax=+1.68
-4.59
-4.59
H200x200
L=30m
NOTE :
- Dimensions are mm, Levels are m
SPSP D=0.7m
L=35m
CONSORTIUM OF
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DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION3
SCALE:
GENERAL PLAN OF TOWER CRANE AT PIER 41 - OPTION 3
Super Structures Line
8250
8250
6750
D
Foundation of tower crane
4mx4mx1.5m
1500
4000
4000
C
C
Tower crane
168Tons.m
4800
Jetty 2c
L=4.8m
Riverside
27000
Jetty 2b
L=27m
NOTE :
1000
- Dimensions are mm, Levels are m
750 1500 750
Gabions
3000
CONSORTIUM OF
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SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
GENERAL PLAN OF TOWER CRANE AT PIER 41 - OPTION 3
SCALE:
GENERAL VIEW OF TOWER CRANE AT PIER 41 - OPTION 3
40000
12000
Tower crane
168Tons.m
Radius=20.6m
Rate load = 6.88Tons
1600
21862
C-C SECTION
(1:250)
Max moving Load
6Tons
30000
Traveller
Bring frame
+15.545
Concrete supply pipe
D=135mm, t=5mm
SPSP Cofferdam
D=0.7m , L=35m
Foundation
4mx4mx1.5m
Jetty 2c
+2.20
Hmax=+1.68
Pier 41
1500
Htb=+1.16
13138
H300x300
Htb=+1.16
4000
Hmin=-1.28
4290
Hmin=-1.28
-3.59
-3.59
SPSP D=0.7m
L=35m
NOTE :
- Dimensions are mm, Levels are m
15000
CONSORTIUM OF
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SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
GENERAL VIEW OF TOWER CRANE AT PIER 41 - OPTION 3
SCALE:
STRUCTURE OF JETTY 2c
B-B SECTION
(1:25)
Column of tower crane
V 70x70x6
B
Foundation
4mx4mx1.5m
Jetty 2c, B=1.5m
700
3646
400
V 100x100x10
L=1.2m
+2.20
Expanded metal
XG21 ,t=5mm
C 150x75x10x6.5
L=1.29m
1500
Hmax=+1.68
1500
455
B
150
C 150x75x10x6.5
L=0.3m
50
195
Htb=+1.16
150
1200
54
Rebar D19
550
4800
150 100
4000
1300
100 150
1800
Detail "B"
H 200x200x8x12
L=4.8m
Hmin=-1.28
DETAIL "B"
(1:15)
SPSP D=0.7m
L=35m
Cofferdam system at P41
PLAN OF JETTY 2c
(1:50)
4000
Grille XG21
t=5mm
Foundation
4mx4mx1.5m
V 100x100x10
L=1.2m
+2.40
20
13
Cofferdam system at P41
4
C 150x75x10x6.5
L=1.29m
C 150x75x10x6.5
L=0.3m
13
38
C 150x75x6.5x10
L=1.292m
4800
146
100 54
300
1500
4000
H 200x200x8x12
L=4.8m
6@750=4500
150
150
NOTE :
- Dimensions are mm, Levels are m
H200x200x8x12
L=4.8m
CONSORTIUM OF
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THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
STRUCTURE OF JETTY 2c
SCALE:
STRUCTURE OF JETTY 2b
A-A SECTION
(1:75)
Column of tower
Jetty 2b
L=12m
Detail "A"
A
Black sand
K95
Hmax=+1.68
1500
Htb=+1.16
+0.92
Foundation of tower crane
4mx4mx1.5m
4000
H200x200x8x12
L=1.6m
Hmax=+1.68
Htb=+1.16
V 100x100x8
L=2.3m
1000
-1.69
H200x200x8x12
L=30m
-4.50
+2.40
100
H 200x200x8x12
L=1.6m
H200x200x8x12
L=27m
Gabions 1mx1mx2m
A
Hmin=-2.72
-0.48
1500
1300
12
+2.20
100
2000
9000
-1.69
1478
9000
4005
9000
1000
27000
C 200x75x8.2x11.5
L=1.5m
Hmin=-1.28
SPSP D=0.7m
l=35m
PLAN OF JETTY 2b
(1:150)
Riverside
1300
27000
400
25600
1000
C 150x75x6.5x10
L=1.292m
750
1500
4000
750
Foundation
4mx4mx1.5m
H200x200x8x12
L=27m
650
34@750=25500
H 200x200x8x12
L=30m
650
4000
DETAIL "A"
(1:40)
150
Rebar D19
V 100x100x10
L=1.2m
1200
Expanded metal
XG21 ,t=5mm
C 150x75x10x6.5
L=1.29m
1500
150
C 150x75x10x6.5
L=0.3m
195
455
550
V 70x70x6
H 200x200x8x12
L=1.6m
H 200x200x8x12
L=27m
V 100x100x10
L=2.3m
H 200x200x8x12
L=30m
NOTE :
- Dimensions are mm, Levels are m
1300
CONSORTIUM OF
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NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
STRUCTURE OF JETTY 2b
SCALE:
CONSTRUCTION METHOD OF TEMPORARY RAMP WAY
STEEP 2 : EXCAVATION OF FOUNDANTION GABIONS
STEEP 1 : EXCAVATION SOIL
Moving Direction
- Excavator Soil by crawler Excavator in barge 500tons.
- Moving barge to dig inner.
Moving Direction
- To dig soil foundation of gabion to designing level .
Crawler Excavator
Crawler Excavator
Excavation part
Hmax = +1.68
Htb=+1.16
Barge 500 tons
Hmax = +1.68
Barge 500 tons
Htb=+1.16
Hmin = -1.28
Hmin = -1.28
Excavation part
Existing ground
Existing ground
STEEP 3 : INSTALLING GABIONS
STEEP 4 : SPREAD STONE IN GABIONS SCOPE
- Transpost gabions by other 500tons barge.
- Use crawler excavator to installing gabions.
- Transpost stone 4x6cm in truck by other 500tons barge.
- Use crawler excavator to spread in gabions scope.
Moving Direction
Moving Direction
Crawler Excavator
Crawler Excavator
Excavation part
Barge 500 tons
Gabions
Stone truck
Gabions
1x1x2m
Barge 500 tons
Excavation part
Hmax = +1.68
Htb=+1.16
Barge 500 tons
Barge 500 tons
Stone
4cmx6cm
Hmax = +1.68
Htb=+1.16
Hmin = -1.28
Hmin = -1.28
Gabions
Existing ground
Existing ground
STEEP 5 : EXCAVATION NEXT SEGMENT
STEEP 6 : SPREAD STONE NEXT SEGMENT
- Moving crawler excavation to gabions scope.
- Soil Excavator inner scope.
- Moving stone truck to next scope .
- Use crawler excavator to spread stone next scope.
Moving Direction
Moving Direction
Crawler Excavator
Crawler Excavator
Stone truck
Stone truck
Excavation part
Barge 500 tons
Stone
4cmx6cm
Barge 500 tons
Stone
4cmx6cm
Hmax = +1.68
Htb=+1.16
Hmax = +1.68
Htb=+1.16
Hmin = -1.28
Hmin = -1.28
Gabions
Gabions
Existing ground
Existing ground
STEEP 7 : PUMP BLACK SAND
- Spread geotextile fabric
- Transport black sand by truck in 500tons barge
- Use pump to pump black sand designing scope.
Sand pump
Pump pipe
- Spread stone 4x6cm .
- Completing of temporary ramp way.
Crawler Excavator
Barge 500 tons
Black sand
STEEP 8 : COMPLETING TEMPORARY RAMP WAY
Moving Direction
Black sand
Stone truck
Stone 4x6cm
Black sand
Hmax = +1.68
Barge 500 tons
Hmax = +1.68
Htb=+1.16
Htb=+1.16
Hmin = -1.28
Hmin = -1.28
Gabions
Gabions
Existing ground
Existing ground
NOTE:
- All dimension are mm , Levels are m
CONSORTIUM OF
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NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
CONSTRUCTION OF METHOD TEMPORARY RAMP WAY
SCALE:
CONSTRUCTION METHOD OF JETTY OF WHARF
STEEP 1: CONSTRUCTION OF WHARF
STEEP 2: DRIVING STEEL PILE H400x400
- Locating the center of wharf
- Driving steel sheet pile Larsen IV
- Filling and compaction black sand
- Filling sub base to disigning level
- Completing of wharf
STEEP 3: INSTALLING MAIN BEAM AND COVER PLATE
- To moving of crane
- Locating the center of steel pile H400x400
- Driving steel pile H400x400
- Installing beam H400x400
- Installing system connection C300 and V100
- Installing main beam H800x300
- Installing system connection whith main beam H800x300
- Installing guided bar
- Installing corver plate 3000x1000x200
Vibration hammer
Vibration hammer
Level machine
Moving direction
Crawler crane
55 tons
+2.20
Crawler crane
55 tons
Crawler crane
55 tons
+2.20
H(5%)=+1.160
Main beam
H 800x300
+2.20
H 400x400
H(5%)=+1.160
Steel pile
H 400x400
Steel sheet pile
Larsen IV, L=20m
Steel sheet pile
Larsen IV, L=20m
Guided bar
H 400x400
Steel sheet pile
Larsen IV, L=20m
Steel pile
H 400x400 , L=48m
Steel pile
H 400x400
STEEP 4: CONSTRUCTION NEXT SEGMENT OF JETTY
STEEP 5: COMPLETING OF JETTY
- To moving of crane
- To moving guided bar
- Locating the center of steel pile H400x400
- Driving steel pile H400x400
- Installing beam H400x400
- Installing system connection C300 and V100
- Installing main beam H800x300
- Installing system connection whith main beam H800x300
- Installing corver plate 3000x1000x200
- Installing railing
- Completing of jetty
Moving direction
+2.20
H(5%)=+1.160
Moving direction
Cover plate
3000x1000x200
Main beam
H 800x300
Cover plate
3000x1000x200
+2.20
H(5%)=+1.160
Guided bar
H 400x400
Steel pile
H 400x400
Steel sheet pile
Larsen IV, L=20m
Main beam
H 800x300
+2.20
Cover plate
3000x1000x200
H(5%)=+1.160
Guided bar
H 400x400
Steel sheet pile
Larsen IV, L=20m
Existing ground
Steel pile
H 400x400 , L=48m
Steel pile
H 400x400 , L=48m
NOTES :
All dimensions are mm , levels are m
CONSORTIUM OF
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NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
CONSTRUCTION METHOD OF JETTY AND WHARF
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 1
A - A SECTION
(1 : 300)
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 1
(1 : 300)
Working radius = 15.8m
Rate load =6.54 tons
15800
15000
0m
9500
Boo
25400
mL
engt
h =4
Jetty 1A
4000
4000
Crawler crane 50t
m=3.55 tons
3000
Segment 3m
A
A
Segment 7.5m
7500
Crawler crane 50t
Htb=+1.16
Hmax=+1.68
Foundation
4x4x1.5m
+2.20
1500
Ra
di
6.5 us =
ton 15.8
s m
Hmin=-1.28
P40
-4.59
Riverside
STAGE1: SETTING BODY OF TOWER CRANE
H 400x400
L=48m
SPSP D=0.7m
L=35m
- Setting a base support
- Setting first segment have length 7.5m
- Setting second segment have length 3m
NOTE :
- Dimensions are mm or m, Levels are m
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 1
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 2
A - A SECTION
(1 : 300)
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 2
(1 : 300)
Working radius = 15.8m
Rate load =6.54 tons
15800
15000
0m
9500
Boo
25400
mL
engt
h =4
Jetty 1A
4000
4000
Crawler crane 50t
Climbing cage
m=2.66tons
A
A
Crawler crane 50t
Htb=+1.16
Hmax=+1.68
Foundation
4x4x1.5m
+2.20
1500
Ra
di
6.5 us =
ton 15.8
s m
Hmin=-1.28
P40
-4.59
Riverside
H 400x400
L=48m
STAGE 2: SETTING CLIMBING CAGE
SPSP D=0.7m
L=35m
- Setting a climbing cage
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 2
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 3
A - A SECTION
(1 : 300)
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 3
(1 : 300)
Working radius = 15.8m
Rate load =6.54 tons
15800
15000
0m
9500
engt
h =4
Jetty 1A
Boo
25400
mL
Turntable cage
6.2 tons
4000
4000
Crawler crane 50t
A
A
Crawler crane 50t
Htb=+1.16
Hmax=+1.68
Foundation
4x4x1.5m
+2.20
1500
Ra
di
6.5 us =
ton 15.8
s m
Hmin=-1.28
P40
-4.59
Riverside
H 400x400
L=48m
STAGE 3: SETTING TURNTABLE CAGE
SPSP D=0.7m
L=35m
- Setting a turtable cage
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 3
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 4
A - A SECTION
(1 : 300)
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 4
(1 : 300)
Working radius = 15.8m
Rate load =6.54 tons
15800
15000
9500
h =4
0m
Tower head
1.5 tons
Boo
25400
mL
engt
Jetty 1A
4000
4000
Crawler crane 50t
A
A
Crawler crane 50t
Htb=+1.16
Hmax=+1.68
Foundation
4x4x1.5m
+2.20
1500
Ra
di
6.5 us =
ton 15.8
s m
Hmin=-1.28
P40
-4.59
Riverside
H 400x400
L=48m
STAGE 4: SETTING TOWER HEAD
SPSP D=0.7m
L=35m
- Setting a tower head
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 4
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 5
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 5
(1 : 300)
15800
B - B SECTION
(1 : 300)
15000
9500
Tie bars
B
Counter Jib
3.0tons
Counter weight
25400
Jetty 1A
4000
4000
Crawler crane 50t
6790
Jetty 1A
+2.20
A
A
Htb=+1.16
Hmax=+1.68
Hmin=-1.28
Crawler crane 50t
Counter Jib
P40
R=
6.5 15.8
ton m
s
Riverside
STAGE 5: SETTING COUNTER JIB
B
- Setting a counter jib
- Setting counter weight
- Setting tie bars
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 5
SCALE:
SETTING TOWER CRANE AT PIER P40 - STAGE 6
PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 6
(1 : 350)
B - B SECTION
(1 : 350)
15800
9500
B
Tie bars
Counter Jib
R=17m
Crawler crane 50t
5.925tons
25400
Counter weight
Jetty 1A
Jib length
4.520tons
Trolley
4000
4000
Crawler crane 50t
+2.20
A
A
Htb=+1.16
Hmax=+1.68
Hmin=-1.28
Counter Jib
P40
Riverside
B
STAGE 6: SETTING COUNTER JIB
- Setting a jib length
- Setting tie bars
CONSORTIUM OF
TITLE
NAME
NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT
(BEN LUC - LONG THANH SECTION)
THE CONTRACTOR
THE ENGINEER
THE EMPLOYER
SIGNATURE
DATE
TITLE
NAME
SIGNATURE
DATE
PREPARED BY
NGUYEN SY BAO
Designed date
CHECKED BY
NGUYEN SONG TOAN
Checked Date
Approved 2
Approved Date
CHECKED BY
Checked 1
Checked date 1
APPROVED BY
Approved 1
Approved Date 1 APPROVED BY
REV.
PACKAGE J2 - GÓI THẦU J2
SMC4 JO-
SETTING TOWER CRANE AT PIER P40 - STAGE 6
SCALE:
