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http://revit.huytraining.com Biện pháp thi công bằng Revit - Expressway Bến Lực – Long Thanh

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THE SOCIALIST REPUBLIC OF VIET NAMMINISTRY OF TRANSPORT

VIETNAM EXPRESSWAY CORPORATION (VEC)

NORTH – SOUTH EXPRESSWAY CONSTRUCTION PROJECTBEN LUC – LONG THANH SECTION

PACKAGE J2

SUMITOMO MITSUI CONSTRUCTION CO., LTD.

27-Oct-2014



BEN LUC – LONG THANH SECTION

HO CHI MINHCITY

HA NOICITY

PK J1BINH KHANH BRIDGE

TAN SON NHATAIRPORT

LONG THANHAIRPORT

LONG THANH-DAU DAYEXPRESSWAY PROJECT

LONG THANHBRIDGE

DONG NAIBRIDGE

BIEN HOA-VUNG TAUEXPRESSWAY PROJECTPK J2

CHA RIVER BRIDGE

PK J3PHUOC KHANH BRIDGE



LOCATION MAP OF PROJECT



OUTLINE OF PROJECT



OUTLINE OF PROJECT (1/2)(1) Project Name

North-South Expressway Construction Project (Ben Luc - Long Thanh Section),Contract Package J2: Km24+503 – Km29+264 Cha Bridge and Viaduct

(2) Project LocationBinh Khanh Commune, Can Gio District, Ho Chi Minh City

32 months(3) Construction Period

(4) Project summary

・Project length: Total 4750m

Continuous box girder bridge 312m

Super-T girder bridge 4438m

・Project width: Through way 10m

Express way 3.5m (2lanes)

Shoulder 2.50m



OUTLINE OF PROJECT (2/2)・Substructure: Continuous box girder bridge

Pier foundation by D1.2m, D1.5m bored pilesD1.2m 12 pilesD1.5m 32 piles

Length of bored pile 66~72m Super-T girder bridge

Pier foundation by D1.2m bored piles, includes 567 pilesLength of bored pile 58~80m

・Superstructure: Continuous box girder bridge: Includes 3 spans

Length 86+140+86=312m Super-T girder bridge: Includes 113 spans

Total number of Super-T girder 1017pcsLength of Super-T girder 38.3m; 34.3m; 33.3m



STRUCTURE CHARACTERISTIC



GENERAL VIEW OF PK J2

TO BEN LUC

TO LONG THANH

140m 86m86mWestern approach

Eastern approach

CHA RIVER BRIDGECantilever Box girder

Super-T girder 38m

Super-T girder 38m

4.750km



GEOLOGYCAL SECTION

EL. of Tip of Bored Pile -81.2

EL. of Tip of Bored Pile -79.1



TYPICAL SECTION (1/5)



CONSTRUCTION METHOD



ORGANIZATION CHART



GENERAL SCHEDULE



SITE ARRANGEMENT OF UTILIZATION

1 2 3 4 5 6

7

89

1

2 3

4

5

9 Tem porary Ram p 2

6 Tem porary Bridge 6m 5

7 Tem porary Bridge 5m 3

8 Pipe C ulvert 9

4 W harf 5

5 Accom odation 3

2 Fabrication Yard 3

3 C oncrete Btching 2

No, Item Q 'ty

1 Site O ffice 2



ACCESS ROAD AND RAIL OF GANTRY CRANE



TEMPORARY BRIDGE



PLAN OF WHARF AND JETTY



JETTY DESIGN



CONSTRUCTION OF BORED PILE (ON LAND)



STRUCTURE EXCAVATION



CONSTRUCTION OF PILE CAP



PRE-INSTALLATION OF COLUMN REBAR



REBAR INSTALLATION OF COLUMN



FORM WORK INSTALLATION OF COLUMN



CASTING CONCRETE OF COLUMN



REMOVE FORM WORK OF COLUMN



PRE-INSTALLATION OF HEADSTOCK REBAR



INSTALLATION OF MAIN SUPPORT FOR HEADSTOCK



INSTALLATION OF REBAR FOR HEADSTOCK



INSTALLATION OF FORM WORK FOR HEADSTOCK



CASTING CONCRETE OF HEADSTOCK



REMOVE FORM WORK OF HEADSTOCK



INSTALLATION OF MAIN SUPPORT FOR HEADSTOCK (HIGH PIER)



INSTALLATION OF REBAR FOR HEADSTOCK (HIGH PIER)



CASTING CONCRETE OF HEADSTOCK (HIGH PIER)



REMOVE FORM WORK OF HEADSTOCK



ERECTION OF GIRDER BY GANTRY CRANE 1/2



ERECTION OF GIRDER BY GANTRY CRANE 2/2



ERECTION OF GIRDER BY LAUNCHING DEVICE (1/2)



ERECTION OF GIRDER BY LAUNCHING DEVICE (2/2)



CONSTRUCTION OF DIAPHRAGM



CONSTRUCTION OF DECKSLAB



CONSTRUCTION OF PARAPET



CONSTRUCTION OF LIGNTING POLE



SUPPER-T GIRDER FORM (1/3)



CONSTRUCTION OF BORED PILE (IN RIVER)



COFFERDAM IN RIVER-SPSP (1/3)



PIER TABLE SUPPORT (1/3)



CAST-IN SITU SPAN (1/4)



CANTILEVER METHOD (1/5)



PERSPECTIVE PHOTO (1/3)

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