plan wharf and jetty in bored file stage - option 3 ( 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

R20m5

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

PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION3

ATTACHMENT NO.1

CHECKED BY APPROVED BY

THE ENGINEER THE CONTRACTOR

CHECKED BY

PREPARED BY

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-OPTION3

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

R20m5

ons

Crawler crane50Tons

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OPTION 3

Trang 3

Km 000

L

Km 100L

Km

300L

Km 400L

Km 26+100R

Km26+300R

Jetty 2a

Crawler crane50Tons

R40m4.2 Tons

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION 3

ATTACHMENT NO.1

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PREPARED BY

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STAGE - OPTION 3

Trang 4

CHECKED BY

PREPARED BY

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Checked 1

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION 3

ATTACHMENT NO.1

PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION

AT PIER 40 STAGE - OPTION 3

Trang 5

38

Stationary Pump

Concrete truck

R20m5.0TonsR40m

CHECKED BY

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PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION

AT PIER 41 STAGE - OPTION 3

Trang 6

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

Gabion1mx1mx2m

Black sand K95Geotextile fabric

SECTION B - B

11

7000

11

60cm Stone 4x6cmGeotextile fabricBlack sand K95Geotextile fabric

CHECKED BY

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CONSORTIUM OF

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Approved Date 1 Checked date 1

Approved 1 Checked 1

RAMP WAY AT PIER 40 - OPTION 3

RAMP WAY AT PIER 40

NOTES:

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

Trang 7

[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

L=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 3

- The material may be changed depend on actual condition

CHECKED BY

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Trang 8

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''

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

-1.23

ATTACHMENT NO.3

CHECKED BY

PREPARED BY

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

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Checked 1

TYPICAL SECTION of temporary JETTY 1A - OPTION 3

TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION 3

Trang 9

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

NOTEs:

CHECKED BY

PREPARED BY

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Checked 1

structures of temporary JETTY 2A -OPTION 3

STRUCTURE OF TEMPORARY JETTY 2A - OPTION 3

Trang 10

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''

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

CHECKED BY

PREPARED BY

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

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Checked 1

TYPICAL SECTION of temporary JETTY 2A - OPTION 3

TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION 3

Trang 11

Foundation of tower crane 4mx4mx1.5m

Super Structure line

Pier 40

Tower crane 168Tons.m

A A

Bring frame

CHECKED BY

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Checked 1

GENERAL PLAN OF TOWER CRANE AT PIER 40 - OPTION3

GENERAL PLAN OF TOWER CRANE AT PIER 40 - OPTION 3

NOTE :

- Dimensions are mm, Levels are m

Trang 12

C 100x50x5.9x8 L=2.660m

H 200x200x8x12 L=16.64m

H 200x200x8x12 L=1.6m

Hmax=+1.68

A-A SECTION (1:75)

H 200x200x8x12 L=30m

C 200x75x8.2x11.5 L=1.5m

H 200x200x8x12 L=1.6m

Detail "A"

Hmax=+1.68

V 100x100x10 L=1.2m

C 150x75x10x6.5 L=0.3m

H 200x200x8x12 L=1.6m

H 200x200x8x12 L=30m

C 150x75x10x6.5 L=1.29m

Expanded metalXG21, t=5mm

H 200x200x8x12 L=16.64m

CHECKED BY

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Trang 13

Pier 40

A-A SECTION (1:250)

Bring frame

Htb=+1.16Htb=+1.16

Max moving Load 6Tons

SPSP CofferdamD=0.7m , L=35m

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GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION 3

GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION3

NOTE :

Trang 14

Super Structures Line

D

67508250

Riverside

750 1500 7503000

CHECKED BY

APPROVED BY

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CONSORTIUM OF

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NOTE :

GENERAL PLAN OF TOWER CRANE AT PIER 41 - OPTION 3

Trang 15

SPSP D=0.7m L=35m

+2.20

Max moving Load 6Tons

H300x300

CHECKED BY

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NOTE :

Trang 16

+2.20400

4000

3646700

54

Column of tower crane

Cofferdam system at P41

Jetty 2c, B=1.5m4800

B

Foundation 4mx4mx1.5m

SPSP D=0.7m L=35mHmin=-1.28

C 150x75x6.5x10 L=1.292mCofferdam system at P41

PLAN OF JETTY 2c

Foundation 4mx4mx1.5m

B-B SECTION (1:25)

V 100x100x10 L=1.2m

C 150x75x10x6.5 L=0.3m Rebar D19

H 200x200x8x12 L=4.8m

V 70x70x6

Detail "B"

Expanded metal XG21 ,t=5mm

V 100x100x10 L=1.2m

C 150x75x10x6.5 L=0.3m

C 150x75x10x6.5 L=1.29m

Grille XG21 t=5mm

H 200x200x8x12 L=4.8m

CHECKED BY

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CONSORTIUM OF

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STRUCTURE OF JETTY 2c

NOTE :

STRUCTURE OF JETTY 2c

Trang 17

SPSP D=0.7m l=35m

Foundation of tower crane 4mx4mx1.5m

Jetty 2b L=12mColumn of tower

+2.20

PLAN OF JETTY 2b (1:150)

Foundation

4mx4mx1.5m

A

AHmin=-2.72

9000

27000

1000Gabions 1mx1mx2m

H200x200x8x12 L=30m

H200x200x8x12 L=1.6m

H200x200x8x12 L=27m

C 150x75x6.5x10 L=1.292m

Black sand K95

+0.92

Riverside

A-A SECTION (1:75)

H 200x200x8x12 L=30m

C 200x75x8.2x11.5 L=1.5m

H 200x200x8x12 L=1.6m

Expanded metal XG21 ,t=5mm

V 100x100x10 L=1.2m

C 150x75x10x6.5 L=0.3m Rebar D19

H 200x200x8x12 L=27m

V 70x70x6

150

H 200x200x8x12 L=1.6m

1300

V 100x100x10 L=2.3m

H 200x200x8x12 L=30m

CHECKED BY

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Trang 18

Barge 500 tons

Stone truck

Stone 4cmx6cm

Barge 500 tons Moving Direction

- Excavator Soil by crawler Excavator in barge 500tons

- Moving barge to dig inner

- To dig soil foundation of gabion to designing level

- 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 crawler excavation to gabions scope

- Soil Excavator inner scope

- Moving stone truck to next scope

- Use crawler excavator to spread stone next scope

- Spread geotextile fabric

- Transport black sand by truck in 500tons barge

- Use pump to pump black sand designing scope

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

CHECKED BY

PREPARED BY

THE EMPLOYER

CONSORTIUM OF

REV

SMC4 TITLE

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CONSTRUCTION METHOD OF TEMPORARY RAMP WAY

CONSTRUCTION OF METHOD TEMPORARY RAMP WAY

NOTE:

- All dimension are mm , Levels are m

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

CHECKED BY

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CONSORTIUM OF

REV

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CONSTRUCTION METHOD OF JETTY OF WHARF

CONSTRUCTION METHOD OF JETTY AND WHARF

Trang 20

A A

-4.59Htb=+1.16 Hmax=+1.68

s =15.8m

PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 1

(1 : 300)

A - A SECTION (1 : 300)

Rate load =6.54 tons

STAGE1: SETTING BODY OF TOWER CRANE

- Setting a base support

- Setting first segment have length 7.5m

- Setting second segment have length 3m

engt

=40mWorking radius = 15.8m

m=3.55 tons

CHECKED BY

PREPARED BY

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Checked 1

SETTING TOWER CRANE AT PIER P40 - STAGE 1

NOTE :

- Dimensions are mm or m, Levels are m

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