[Revit] Biện pháp thi công về Cầu đường

http://revit.huytraining.com Biện pháp thi công bằng Revit - Expressway Bến Lực – Long Thanh
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THE SOCIALIST REPUBLIC OF VIET NAM
MINISTRY OF TRANSPORT
VIETNAM EXPRESSWAY CORPORATION (VEC)
NORTH – SOUTH EXPRESSWAY CONSTRUCTION PROJECT
BEN LUC – LONG THANH SECTION
PACKAGE J2
SUMITOMO MITSUI CONSTRUCTION CO., LTD.
27-Oct-2014

BEN LUC – LONG THANH SECTION
HO CHI MINH
CITY
HA NOI
CITY
PK J1
BINH KHANH BRIDGE
TAN SON NHAT
AIRPORT
LONG THANH
AIRPORT
LONG THANH-DAU DAY
EXPRESSWAY PROJECT
LONG THANH
BRIDGE
DONG NAI
BRIDGE
BIEN HOA-VUNG TAU
EXPRESSWAY PROJECTPK J2
CHA RIVER BRIDGE
PK J3
PHUOC 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 Location
Binh 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 piles
D1.2m 12 piles
D1.5m 32 piles
Length of bored pile 66~72m
 Super-T girder bridge
Pier foundation by D1.2m bored piles, includes 567 piles
Length 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 1017pcs
Length of Super-T girder 38.3m; 34.3m; 33.3m

STRUCTURE CHARACTERISTIC

GENERAL VIEW OF PK J2
TO BEN LUC
TO LONG THANH
140m 86m86m
Western approach
Eastern approach
CHA RIVER BRIDGE
Cantilever 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
8
9
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)

[Revit] Biện pháp thi công về Cầu đường

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