TUNNEL
Transcription
TUNNEL
0 The The government government of of the the SOCIALIST SOCIALIST REPUBLIC REPUBLIC OF OF VIETNAM VIETNAM HO ’S COMMITTEE HO CHI CHI MINH MINH CITY CITY PEOPLE PEOPLE’S COMMITTEE TUNNEL JAPAN Official Development Assistance 1 TUNNEL Sub-Sector (Civil) IMAGE IMAGE OF OF TUNNEL TUNNEL ENTRANCE ENTRANCE 2 Traffic in Tunnel (Immersed Section) 3 PROFILE OF THE TUNNEL 4 FLOW CHART OF BASIC DESIGN FOR IMMERSED TUNNEL What are the Concept? Sound Structure Functional Structure Aesthetic Structure Structural Safety Useful for traffic Safety for Emergency Ventilation and Lighting Landscape of Tunnel Entrance View of Inner Space Which is Better? How to Construct? Where is the most likely? Tunnel Cross Section RC Type Unit at Casting Basin Just on the Alignment Hybrid type Unit with Floating Fabrication Other than Site 5 COMPARISON OF IMMERESED TUNNEL CROSS SECTIONS BASIC PLAN ALTERNATIVE PLAN Characteristics of Cross Section Traffic Safety 500 500 EMERGENCY WAY 500 750 10500 INSPECTION WAY • 2m wide Emergency pathway is provided on the both sides. • Vehicles ducts width is 12.25m. TUNNEL FACILITY 4700 DRIVEWAY 9050 32.50 31500 4700 DRIVEWAY EMERGENCY WAY 750 500 10500 INSPECTION WAY 4700 Cross Section 9050 33.50 32500 750 500 10500 INSPECTION WAY DRIVEWAY DRIVEWAY EMERGENCY 500 WAY 500 4700 ITEM TUNNEL FACILITY 10500 500 750 INSPECTION WAY • 2m wide Emergency pathway is provided on the center of cross section. • Same as the left. • Same as the left. • The vehicle duct width is enough for motorcycles. * Good. * Good. Serviceability in • Serviceability in the traffic accident, fire accident and • Serviceability is inferior to the Basic Plan for walking pass maintenance work is good for emergency pass-way duct an Emergency is narrow long and complicated. are on the both sides and enough width. and * Good. Maintenance * Good. Construction Cost of Immersed Tunnel Others • 74.04 MUS$ (include casting basin) 100%. • 71.8 MU$ (include casting basin) 97% * Good. * Good. • This cross section was agreed by the Prime Minister of Vietnam in 5 July, 2000. * Good. Total Evaluation • Serviceability of emergency pass-way is higher than Alternative. • This cross section was agreed by the Prime Minister. • Alternative is inferior to the Basic Plan. 6 STRUCTURE TYPES OF IMMERSED TUNNEL TYPE-1: TYPE-3: Reinfored Concrete Structure Construction at a Casting Basin Steel-Concrete Composite Structure (Open Sandwich) Construction at a DRY DOCK OR FLOATING CONDITION RC Member Open Sandwiich Member RC Member Skin Plate as a From & Water Proof Main Reinforcement Bar Normal Concrete Stirrup Main Reinforcement Bar Stirrup Stiffner Normal Concrete Steel Plate Fabricate Full Steel Shell at the Dock or the Works Steel Shell can be towed as build Casting Concrete in the Dock or Casting Basin TYPE-2: Reinfored Concrete Structure With Steel Shell Casting Concrete at DRY DOCK YARD RC Member TYPE-4: Steel-Concrete Composite Structure (Full Sandwich) Casting Concrete at a DRY DOCK or Floating Condition Full Sandwich Member Skin Plate as a From & Water Proof Skin Plate as a From & Water Proof Skin Plate Main Reinforcement Bar Normal Concrete Stirrup Shear Reinforcing Plate High Fluidy Concrete Stiffner Steel Plate (t=10mm) Fabricate Full Steel Shell AND PLACING CONCRETE at the Dock Filling High Fludity Concrete up to Double Steel Hull No Reinforced Bars Fabricate Full Steel Shell at the Dock Casting Concrete AT DRY DOCK OR FLOATING CONDITION 7 Comparison Comparison of of Structure Structure Type Type for for Immersed Immersed Tunnel Tunnel Structure Type Location for Fabrication of Steel Shell Location for Concrete Placing Kinds of Concrete and Placing Type-1 Reinforced Concrete Type-4 Full Sandwich • Dry dock yard • Same as the left • Same as the left • Casting Basin • Dry Dock • Same as the left • Same as the left • Normal concrete. • No Problem • Normal concrete. • Difficult for Floating Condition • Normal Concrete • Same as the left Fair • Much (steel) Fair • Same as the left • Need for CorrosionProtect of Steel Plate 36 months US$81.4 M (110%) • Same as the left • Super plasticizer concrete • Same as the left • High concrete technology are needed. Fair • Much (steel, cement) Not Good • Same as the left 36months US$81.4 M (110%) 35 months ------ ---------- US$78.4 M (106%) US$84.87 M (120%) • Not much • Simple. Maitenance 38 months Construction Period Construction Cost US$74.0 M (100%) Good. Construction Cost --------(Floating) Total Evaluation Type-3 Open Sandwich • Non-need Good Imported Materials Type-2 Steel Shell Good. • Construction cost is the lowest • RC has many construction cases. • Construction period is the shortest. • Super plasticizer concrete needs high technology. 8 Placing PlacingConcrete Concreteat atDry DryDock Dock Placing Placing Concrete Concrete on on Water Water (Floating (Floating Condition Condition 9 REINFORCED CONCRETE STRUCTURE SAIGON RIVER CONSTRUCTION SITE CASTING BASIN Time Mobilization 2 months Construction of Casting Basin 10 months Excavation 6 months Bedding Works 4 months IMMERSED TUNNEL UNIT Cost Trench Dredging US$ 16.0 M (US$ 35/m³) Time Cost 18 months US$ 7.8 M (US$ 19/m³) 2.5 months US$ 21.4 M 6 months US$ 10.3 M (US$ 36/m³) SURVEY/ALIGNMENT TOWER PRIMARY END SECONDARY END RIVERBED APPROX CASTING BASIN OR SHIP YARD Fabrication of Immersed Tunnel Units 10 months Structure 6 months Subtotal US$ 37.4 M Outfitting Outfitting US$ 21.4 M (US$ 191/m³) Immersion Navigation traffic control Measurement, Anchor, etc US$ 3.0 M Back filling 3 months Towing US$ 0.5 M US$ 2.3 M Inner work Subtotal ------- US$ 66.1 M ------- US$ 7.9 M TOW BOAT Overhead (12%) Total 38 months IMMERSED TUNNEL UNIT TOW BOAT US$ 74.0 M 10 CONSTRUCTION PROCEDURE 1. Fabrication of Immersed Tunnel Unit 2. Dredging of Trench at the Immersed Tunnel Construction Site 3. Towing TOW BOAT IMMERSED TUNNEL UNIT IMMERSED TUNNEL UNIT TOW BOAT CASTING BASIN OR SHIP YARD 4. Immersion 5. Foundation 6. Backfilling SURVEY/ALIGNMENT TOWER PRIMARY END SECONDARY END GENERAL BACK FILL RIVERBED APPROX PROTECTIVE CONCRETE GENERAL BACK FILL 2 1: 1: 2 CAST IN PIPES -14.50 1: 2 APPROX EXISTING RIVER BED LEVEL 1: 2 SHEAR KEY TEMPORARY SUPPORT PAD SAND JETTED FOUNDATION LOCKING BACK FILL (GRADED GRAVEL 100-200KG/PIECE) 11 MAIN PROCESSES OF IMMERSED TUNNEL CONSTRUCTION 1. Fabrication of Tunnel Element at Casting Position 2. Towing Element from Casting Basin 3. Towing & Setting Correct Position 4. Immersion & Joining Elements 12 CONSTRUCTION PROCEDURE OF IMMERSED TUNNEL 1st YEAR ITEM NO. ACTIVITY DESCRIPTION -1 1 1 SIGN CONTRACT 2 START ON SITE 3 DESIGN 4 MOBILISATION 5 IMMERSED TUNNEL CONSTRUCT CASTING BASIN CONSTRUCT TUNNEL UNITS 4-UNITS 370M FITTING OUT 4-UNITS TOWING & IMMERSION 4-UNITS BACK FILL TRENCH DREDGING 6 THU THIEM SIDE APPROACH CUT AND COVER TUNNEL 340M PREPARATION OF GROUND (610M) VENTILATION TOWER 7 U- SHAPE RETAINING WALL 200M RETAINING WALL 70M HO-CHI-MINH SIDE APPROACH CUT AND COVER TUNNEL 320M VENTILATION TOWER U- SHAPE RETAINING WALL 220M RETAINING WALL 40M 8 PAVEMENT 9 INTERNAL WORKS E & M 2nd YEAR 3rd YEAR QUANTITY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 13 CONSTRUCTION OF DIAPHRAM WALL 14 TRAFFIC MANAGEMENT 15 TUNNEL Sub-Sector (E and M) IMAGE OF TUNNEL E and M (CUT & COVER TUNNEL) OPTICAL FIBER FOR FIRE DETECTION CCTV CAMERA RE-TRANSMITTAL RADIO BROADCAST FACILITY (LEAD LINE) VI METER TUNNEL LIGHTING (Hf FLUORESCENT LAMP AND HIGH PRESSURE SODIM VAPUOR LAMP) JET FAN CABLE RACK MOBILE WIRELESS TELEPHONE FACILITY (LCX CABLE) LIGHTING (ESCAPE PASSAGE) EMERGENCY EXIT SIGN EMERGENCY TELEPHONE DRAIN TUBE WATER SUPPLY TUBE FOAM FIRE PLUG & FIRE EXTINGUISHER EMERGENCY EXIT EMERGENCY TELEPHONE CO METER 16 Facilities of tunnel E & M Electrostatic Precipitator Silencer (Sound Attenuator) VI Sensor CCTV Camera Emergency Telephone Emergency Exit Sign Foam Fire Plug and fire extinguisher 17 Tunnel E and M 1. Ventilation System: • Jet Fan • Electrostatic Precipitator • Exhaust Fan • Sound Attenuator • Ventilation Control System 2. Lighting System: 3. Safety System: • Emergency Pathway • Radio Broadcasting • Emergency Telephone • Alarm Button • Fire Detector • Fire Extinguisher • Exit Guide • Laud Speaker 4. Drainage system: • Pump at Emergency Pathway • Pump at Ventilation Room 5. Power Supply system • Public Power Supply • Stand-by Generator 6. Surveillance and Control system 18 Exhaust Tower Sound Absorber (Silencer) Exhaust Fans Jet Jet fans fans Electrostatic Pecipitator (Dust Collector) Polluted Air Corner Vane Image Image of of ventilation ventilation System System 19 Outline of Ventilation System Thu Thiem Side Ho Chi Minh City Side Tower Corner Vane Sound Absorber Mechanical Room Exhaust Fans (Ventilators) Cranes Electric Room Corner Vane Jet Fan Electric Dust Collectors (Electrostatic Recipitator Louver Air Flow Traffic Flow 20 Location of Ventilation Tower and Building (West) nel Tun nce a Entr Ventilations Tower and Building Mon Bridge 21 DRAINAGE SYSTEM OF TUNNEL VENTILATING STATION VENTILATING STATION GL INLET PIPE DRAIN PUMP IN VENTILATION STATION EMEGENCY CORRIDOR DRAIN OUT EMERGENCY CORRIDOR A PRESSURE GAUSE X3 DRAIN-PUMP X3 DRAIN TANK DRAIN-PUMP 3 SET DRAIN-PUMP X1 22 WATER SUPPLY SYSTEM FOR FIRE HYDRANT HYDRANT EMERGENCY TELEPHONE WATER SUPPLY TAP PIT REGULATING VALVE (200m PITCH) 0m 10 m E( 00 N R5 HO E P H E EL UIS YT NG I C T EN XI EG RE-E EM FI ) CH ch Di t A GE AN CH E LV VA WATER SUPPLY TAP SAFETY VALVE ER IN RA ST V- AIR VALVE SA AU FET TO Y V MA AL TIC UE AIR EX IT VA HYDRANT PUMP LU E FLUX METER HYDRANT PUMP ROOM WATER TANK (CAPACITY 60m3) CUT OFF VALVE POLE VALVE 23 SCHEMATIC SCHEMATIC DRAWING DRAWING OF OF TUNNEL TUNNEL CONTROL CONTROL AND AND SUPERVISION SUPERVISION SYSTEM SYSTEM Control Room CCTV Monitor Emergency Telephone Terminal CCTV Broadcasting Loudspeaker Panel CRT CRT CRT CCTV Monitor CCTV Monitor Graphic Panel Rcording Device Local Transmittance Unit East Ventiration Tower Emergency Telephone Switching System Transmission Line Transmittance Unit Radio & Loudspeaker Broadcasting System CRT Controler CCTV Control Unit I/O Device Controler Trafic Information Processing Unit CPU Transmittance Unit Transmission Line Local Transmittance Unit Tunnel Ventilation Control Unit Emergency Telephone West Ventiration Tower Lead Line Loud (Radio Antenna) Speaker CCTV Camera CCTV Camera CCTV Camera VI detectors Tunnel Information Panel CO detectors Trafic Detecting Unit Switch-board Jet Fans Loop detectors (Vehicle detectors) Switch-board 24 Tunnel Control Room at Maintenance Office (Surveillance and Control system)
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