plan wharf and jetty in bored file stage - option 1 ( tower crane)

ons R20m5.00Tons Crawler crane50Tons Jetty 2a Crawler crane50Tons wharf 2aSuper structure line Drilling System Barge 1000tons Bentonite System Barge 600tons Drilling SystemBarge 1000ton

Trang 1

Km 000

L

Km 100L

Km

300L

Km 400L

Km 26+100R

Km26+300R

wharf 1

R20m

5

ons

R20m5.00Tons

Crawler crane50Tons

Jetty 2a

Crawler crane50Tons

wharf 2aSuper structure line

Drilling System Barge 1000tons Bentonite System

Barge 600tons

Drilling SystemBarge 1000tons

Bentonite SystemBarge 600tons

Rebar workBarge

10

PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION1

NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT

(BEN LUC - LONG THANH SECTION)PACKAGE J2 - GÓI THẦU J2

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Checked Date NGUYEN SONG TOAN

Designed date NGUYEN SY BAO

Approved Date 1 Checked date 1

Approved 1 Checked 1

PLAN OF WHARF AND JETTY BORED PILE STAGE-OPTION1

Trang 2

Km 000

L

Km 100L

Km

300L

Km 400L

Km 26+100R

Km26+300R

wharf 1

R20m5.00Tons

Jetty 2a

Crawler crane50Tons

ons

R20m19.5 T

ons

R20m19.5 Tons

Crane 80T

Crane 120T

R20m

5

ons

Crawler crane50Tons

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Approved 1

OPTION 1

Trang 3

Km 000

L

Km 100L

Km

300L

Km 400L

Km 26+100R

Km26+300R

wharf 1

R20m5.00Tons

Jetty 2a

Crawler crane50Tons

crawler crane80Tons

Jetty 2b

8.7

R

26m5.4tons

Material Barge35.4

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION 1

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Approved 1

STAGE - OPTION 1

Trang 4

4%

R26m5.4 Tons

Crawler crane50TonsJetty 1a

Material Barge35.4

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Trang 5

Jetty 2a

Crawler crane50Tons

38

crawler crane80Tons

Jetty 2b

8.7

R

26m5.4tons

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PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION 1

Trang 6

6060

Crawler crane

80 Tons21400

+15.545

+2.220+2.20

JettyB=6.0m

B

Len

57°

Pier ColumnTraveller

Existing bottom river

Rate Load = 5.4 tons

1587

45004500

Hmin = -1.28

Note : All dimensions are in mm, levels are in m

1 : 250

CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 40 - OPTION 1

CHECKING CONDITION CRAWLER CRANE 80 TONS

IN CANTILEVER CONSTRUCTION AT PIER 40-OPTION 1 CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

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CONSORTIUM OF

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SMC4 TITLE

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Trang 7

Jetty 1aB=9.0m

Traveller

Existing bottom river

3000 3000 3000

H800x300x26x14L=10.4m

H400x400x21x13L=8m

C 220x80x12x8.7L=16.5m

14004500

45007650

H 400x400L=48m

PIER 40

SPSPCofferdam systemD=0.7m, L=35m

+15.545

Jetty 1bB=1.5m

Concrete supply pileD=135mm , t=5mm

-4.59Hmin = -1.28

H300x300

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

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CONSORTIUM OF

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GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 40 SIDE

GENERAL VIEW CASTING CONCRETE PROCESS

AT PIER 40 SIDE

Trang 8

Crawler crane

80 Tons21400

Hmin = -1.28

Htb = +1.16

Hmin = -1.28

CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION 1

CHECKING CONDITION CRAWLER CRANE 80 TONS

IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION 1 CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

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1 : 250

Trang 9

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

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GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 41 SIDE

GENERAL VIEW CASTING CONCRETE PROCESS

AT PIER 41 SIDE

Trang 10

Hmin = -1.28

Htb = +1.16 Hmax = +1.68

96102920

500035000

-2.00-2.00

-3.00-3.00

-4.00-4.00

-5.00-5.00

-6.00-6.00

PLAN OF TEMPORARY SLOPE AT PIER 40

R25

1mx1mx2m

6 H200x200 6 H200x200

Gabion1mx1mx2m

Black sand K95Geotextile fabric

SECTION B - B

11

7000

11

60cm Stone 4x6cmGeotextile fabricBlack sand K95Geotextile fabric

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

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RAMP WAY AT PIER 40 - OPTION 1

RAMP WAY AT PIER 40

NOTES:

All dimensions are m, levels are m Dimensions in typical section are mmm

Trang 11

DETAIL ''C''Sub-base t=20cm

3000x1000x20

[200x76

Concrete C20 t=350mm

t=20mm

2 [200x76400

H800x300x14x26L=25.4m

Deck plate3000x1000x200

H350x350x12x19, L=12m

2[-200x75x5.2x9, L=10m

D32@0.8m, L=11.74m

2[-200x75x5.2x9L=24.2m

B

A

BA

Steel pile, L=48mH400x400Steel sheet pile, Larsen IV, L=20m

H350x350x12x19, L=12m

+2.20+2.20

H800x300x14x26L=25.4m

2[-200x75x5.2x9L=11.54m2[-200x75x5.2x9, L=9.0m

Detail ''C''

Detail ''G''C

C

-5.04-1.630

D32, L=10.5m

1000

Existing groundDetail ''D''

3540013000

structures of temporary JETTY 1A - option 1

- The material may be changed depend on actual condition

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Approved 1

Trang 12

Steel sheet pile, Larsen IV, L=20m

PC bar D32

C-C section

+2.20

Sub-base t=200mm10800

[-300x90x9x13

[-200x76x5.2x9

D25 rebarL100x100x10@2mL50x50

[-200x76x5.2x9

300

H400x400x13x21H400x400x13x21

L100x100x10Bracing350

DETAIL ''E''Deck plate

3000x1000x20

Stiffener t=14mmSường tăng cườngH800x300x14x26Bolt M22

[-300x90x9x13

Plate 500x500x20

L100x100x10H400x400x13x21Stiffener plate, t=20mm

DETAIL ''D''

2[-200x76x5.2x9

PC bar D32@2mLarsen IV

Crossbeam, L=9.4m2[-300x90x9x13

H800x300x14x26, L=23.2m

[-300x90x9x13

L=2.9m

Deck plate3000x1000x200[-200x75x5.2x9

(BEN LUC - LONG THANH SECTION)PACKAGE J2 - GểI THẦU J2

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TYPICAL SECTION of temporary JETTY 1A - OPTION 1

TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION 1

Trang 13

PC bar D32

a-a section

L100x100x10, L=3.8m

2[-200x75x5.2x9L=11.54m

H400x400L=9.5m

H800x300x14x26L=23.2m

D32, L=10.5m[-200x75x5.2x9

H350x350x12x19

L=12m15600

D32@3m, L=1.57m

Detail ''A''Hmax = +1.68

3000x1000x20

[200x76

Concrete C20 t=350mm

20

PC bar D32 L=1.57mPlate 200x200

t=20mm

2 [200x76400

- All the dimension are mm, levels are m

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structures of temporary JETTY 2A -OPTION 1

STRUCTURE OF TEMPORARY JETTY 2A - OPTION 1

Trang 14

Crossbeam, L=9.4m2[-300x90x9x13

H800x300x14x26, L=23.2m

[-300x90x9x13L=2.9m

Deck plate3000x1000x200[-200x75x5.2x9

-1.23

DETAIL ''D''

2[-200x76x5.2x9

PC bar D32@2mLarsen IV

DETAIL ''E''Deck plate

3000x1000x20

Stiffener t=14mmSường tăng cườngH800x300x14x26Bolt M22

[-300x90x9x13

Plate 500x500x20

L100x100x10H400x400x13x21Stiffener plate, t=20mm

DETAIL ''F''

[-300x90x9x13

[-200x76x5.2x9

D25 rebarL100x100x10@2mL50x50

[-200x76x5.2x9

300

H400x400x13x21H400x400x13x21

L100x100x10Bracing350

(BEN LUC - LONG THANH SECTION)PACKAGE J2 - GểI THẦU J2

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TYPICAL SECTION of temporary JETTY 2A - OPTION 1

TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION 1

Trang 15

1000 4500 4500 400

Deck Plate3000x1000x200

H800x300x26x14L=10.4m

C 220x80x12x8.7L=16.5m

C 300x100x15x10 L=1.8m

Cross beam2C 300x90x13x9 , L=6.4m

H800x300x26x14L=10.4m

H400x400x21x13L=8m

C 220x80x12x8.7L=16.5mL100x100x10

L=3.8m

16900

A - A SECTION ( 1:150 )

DETAIL ''B'' (1:50)

C 220x80x12x8.7 L=16.5m SPSP

H 300x300

C 300x90x13x9 L=1.8mStiffener plate t=14mm

DETAIL ''A'' ( 1: 50)

1400

Steel plate 6000x1500x20

Jetty 1A

626 324 5501500

C 220x80x12x8.7 L=16.5m

H 800x300 L= 10.4m

+2.20

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

SMC4 TITLE

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Approved 1 Checked 1structures of temporary JETTY 1b - option 1

STRUCTURE OF TEMPORARY JETTY 1B - OPTION1

Trang 16

3000150

H 400x400L=8.0m

L 100x100x10L=3.8m

Cross beam2C 300x90x13x9 , L=6.4m

Steel pileH400x400 , L=48m

B - B SECTION (1:75)

+2.20+2.20

V 100x100x10L=1.3m

C - C SECTION (1:20)

L 100x100x10L=1.3m

C 160x65L=0.28m

DETAIL C (1:30)

Grille XG21t=5mm

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

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Approved 1 Checked 1TYPICAL SECTION OF JETTY 1B - OPTION 1

TYPICAL SECTION OF JETTY 1B - SECTION 1

Trang 17

2C 200x76x5.2x9L=22.5m

2C 200x76x5.2x9L=13.8m

2C 200x76x5.2x9L=7.85m

Steel sheet pilelarsen IV , L=20m

H 350x350x12x19L=12m

+2.20+1.44

-2.02

Black sandK95

Hmax = +1.68Htb = +1.16

H 350x350x19x12L=12m

+2.20

2C 200x76x5.2x9L=7.85m

PC Bar D32L=11.2m

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

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structures of temporary wharf 2b - option 1

NOTE :

All dimensions are mm , levels are m

STRUCTURE OF TEMPORARY WHARF 2B - OPTION1

Trang 18

Detail "B" Detail "A"

A - A SECTION

Steel sheet pilelarsen IV , L=20m

8100+2.475Hmax = +1.68

V 100x100x10L=1.3m

1500

SPSP

C 220x80x12x8.7L=8.1m

+2.20

20cm Sub base

Steel pileLarsen IV, l=20m

+2.425

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

SMC4 TITLE

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structures of temporary JETTY 2b - option 1

STRUCTURE OF TEMPORARY JETTY 2B - OPTION1

Trang 19

Steel sheet pileLarsen IV, L=20m

Crawler crane

55 tons

STEEP 1: CONSTRUCTION OF WHARF

- 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 2: DRIVING STEEL PILE H400x400

- To moving of crane

- Locating the center of steel pile H400x400

- Driving steel pile H400x400

STEEP 3: INSTALLING MAIN BEAM AND COVER PLATE

- Installing main beam H800x300

- Installing system connection whith main beam H800x300

- Installing guided bar

- Installing corver plate 3000x1000x200

- To moving guided bar

- Locating the center of steel pile H400x400

- Driving steel pile H400x400

- Installing main beam H800x300

- Installing system connection whith main beam H800x300

- Installing corver plate 3000x1000x200

Steel pile

H 400x400

Cover plate 3000x1000x200

Steel sheet pile

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

SMC4 TITLE

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CONSTRUCTION METHOD OF JETTY OF WHARF

CONSTRUCTION METHOD OF JETTY AND WHARF

Trang 20

Barge 500 tons

Stone truck

Stone 4cmx6cm

Barge 500 tons Moving Direction

STEEP 1 : EXCAVATION SOIL

- Excavator Soil by crawler Excavator in barge 500tons

- Moving barge to dig inner

STEEP 2 : EXCAVATION OF FOUNDANTION GABIONS

- To dig soil foundation of gabion to designing level

STEEP 3 : INSTALLING GABIONS

- Transpost gabions by other 500tons barge

- Use crawler excavator to installing gabions

STEEP 4 : SPREAD STONE IN GABIONS SCOPE

- Transpost stone 4x6cm in truck by other 500tons barge

- Use crawler excavator to spread in gabions scope

STEEP 5 : EXCAVATION NEXT SEGMENT

- Moving crawler excavation to gabions scope

- Soil Excavator inner scope

STEEP 6 : SPREAD STONE NEXT SEGMENT

- Moving stone truck to next scope

- Use crawler excavator to spread stone next scope

STEEP 7 : PUMP BLACK SAND

- Spread geotextile fabric

- Transport black sand by truck in 500tons barge

- Use pump to pump black sand designing scope

STEEP 8 : COMPLETING TEMPORARY RAMP WAY

Hmax = +1.68

Hmin = -1.28Htb=+1.16

Hmax = +1.68

Hmin = -1.28Htb=+1.16

Hmax = +1.68

Hmin = -1.28Htb=+1.16

Hmax = +1.68

Hmin = -1.28Htb=+1.16

Hmax = +1.68

Hmin = -1.28Htb=+1.16

CHECKED BY

APPROVED BY

NAME SIGNATURE DATE

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

SMC4 TITLE

JO-TITLE

CONSTRUCTION METHOD OF TEMPORARY RAMP WAY

CONSTRUCTION OF METHOD TEMPORARY RAMP WAY

NOTE:

- All dimension are mm , Levels are m

Trang 21

H400x400x13x21 172.00 Kg 4.00 48.00 33,024.00 6.00 198,144.00 H400x400x13x21 172.00 Kg 6.00 9.50 9,804.00 1.00 9,804.00 H800x300x14x26 210.00 Kg 4.00 25.40 21,336.00 1.00 21,336.00 H600x200x11x17 106.00 Kg 1.00 9.00 954.00 1.00 954.00 C-200x76x5.2x9 18.40 Kg 1.00 86.80 1,597.12 1.00 1,597.12 C-200x76x5.2x9, L=0.3m 18.40 Kg 22.00 0.30 121.44 1.00 121.44 Rebar D25 3.85 Kg 1.00 60.30 232.16 1.00 232.16 L50x50 3.77 Kg 1.00 60.30 227.33 1.00 227.33 L100x100x10, L=1.5m 14.90 Kg 22.00 1.50 491.70 1.00 491.70 L100x100x10, L=3.8m 14.90 Kg 6.00 3.80 339.72 6.00 2,038.32 C-300x90x9x13, L=2.9m 38.10 Kg 3.00 2.90 331.47 11.00 3,646.17 C-300x90x9x13, L=9.4m 38.10 Kg 12.00 9.40 4,297.68 1.00 4,297.68 Steel plate 9x1.0x0.25m 196.25 kg/m2 Kg 1.00 9.00 1,766.25

(m2) Particular

summary main quantities for wharf at pier p40 - WHARF 1

PC bar

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