BAI CHAY BRIDGE BAI CHAY BRIDGE (Package BC (Package BC - - 2) 2) Technical Transfer and Training (2 Technical Transfer and Training (2 nd nd ) ) Outline of Construction Outline of Construction Shimizu-Sumitomo Mitsui Joint Operation 2 ĐƯờNG ốNG DẫN XĂNG DầU 0.30 ĐƯờNG ốNG HúT BùN 0.60 ĐI CảNG CáI LÂN Cũ CốNG 2=1.5M Đ Ư ờ N G D Â Y Đ I Ê N 3 5 K V A h ồ n ớ c t r ạ m đ i ệ n 1 1 4 4 4 0 Đ Ư ờ N G D Â Y Đ I Ê N 3 5 K V A đ ờ n g c ũ đ ờ n g c ũ Đ Ư ờ N G ố N G D ẫ N D ầ U Đ Ư ờ N G D Â Y Đ I Ê N 6 K V A k h u v ự c k h o - b ã i - c t r ờ n g đ i c ả n g m ớ i h ồ n ớ c C Ô N G T Y C ổ P H ầ N V ậ N T ả I Ô T Ô K H U V ự C C ả N G C á I L Â N N H à M á Y S ả N X U ấ T B ộ T M ỳ Q u ả N G N I N H T O O I L F A C T O R Y Đ Ư ờ N G D Â Y Đ I Ê N 3 5 K V A t r ạ m b i ế n t h ế 3 c ộ t c ộ t đ i ệ n 1 1 0 k v a đ ờ n g ố N G N Ư ớ C D = 3 0 C M H ồ N Ư ớ C a o c á a o c á C ố N G C ũ B T C T KHU hồ ĐANG SAN LấP đồi LấY ĐấT SAN LấP T R ạ M B I ế N T H ế Đ Ư ờ N G ố N G H ú T B ù N 0 . 6 0 hồ nớc đang lấp đất A O A O A O AO Cá 15.995 DC4 22.305 DC5 37.872 DC6 7.033 DC7 7.843 DC8 21.768 DC9 34.355 DC10 29.808 DC11 32.608 DC12 36.261 DC13 35.066 DC14 3.949 DC15 3.405 DC16 4.186 GPS2 K M 0 + 1 8 0 O U T L E T O F s i d e d i t c h s y s t e m T O B I E U N G H I Đ I B I ể U N G H I S T = 1 1 4 + 2 2 5 . 3 1 1 1 4 4 4 0 1 1 4 2 8 0 m ố c l ộ g i ớ i 2 . 0 1 P T = 1 1 4 + 6 1 7 . 5 9 P C = 1 1 4 + 5 5 0 . 7 1 1 1 4 + 6 6 1 . 4 0 1 1 4 + 6 4 0 1 1 4 + 6 0 0 1 1 4 + 5 6 0 1 1 4 + 5 2 0 1 1 4 + 4 8 0 1 1 4 + 4 4 0 Đ Ư ờ N G ố N G D ẫ N D ầ U D = 2 7 3 m m 1 1 4 4 4 0 1 1 4 2 8 0 K M 0 + 6 6 0 B E G I N N I N G O F s i d e d i t c h s y s t e m P H ạ M V I N ú T G I A O T H E L I M I T O F I N T E R S E C T I O N ĐI Bãi cháy TO Bai cha y T O c a i l a n p o r t Đ I c ả n g c á i l â n Đ I Q L ộ 1 8 c ũ T O e x i s t i n g H W N o . 1 8 BOX CULVERT 1.0M X 1.0M STA. -0+714.802 STA. -0+414.802 PIPE CULVERT D=1.5M PIPE CULVER T 2D=1.5M STA. -0+134.802 S T A . 0 + 4 2 6 B O X C U L V E R T 1 M X 1 M STA. -0+053.675 BOX CULVERT 1M X 1M S T A . 0 + 0 9 5 P I P E C U L V E R T 3 D 1 . 5 M 1 4 0 0 1 3 0 0 1 2 0 0 1 1 0 0 1 0 0 0 0 9 0 0 0 8 0 0 0 7 0 0 0 6 0 0 0 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 0 0 0 5 6 0 0 5 5 0 0 5 4 0 0 5 3 0 0 5 2 0 0 5 1 0 0 5 0 0 0 4 9 0 0 4 8 0 0 4 7 0 0 4 6 0 0 4 5 0 0 4 4 0 0 4 3 0 0 4 2 0 0 4 1 0 0 4 0 0 0 3 9 0 0 3 7 0 0 3 6 0 0 3 5 0 0 3 4 0 0 3 3 0 0 3 2 0 0 3 1 0 0 3 0 0 0 2 9 0 0 2 8 0 0 2 7 0 0 2 6 0 0 2 5 0 0 2 4 0 0 2 3 0 0 2 2 0 0 2 1 0 0 2 0 0 0 1 9 0 0 1 8 0 0 1 7 0 0 1 6 0 0 1 5 0 0 500 000 2318 2318 000 GIENGDAY ELECTRIC STATION ĐƯờNG DÂY ĐIÊN 35KVA 35KVA ELECTRIC LINE KHU VựC TRạM ĐIệN THị TRáN GIếNG ĐáY Đ I B I ể U N G H I T O B I E U N G H I h ồ n ớ c bãi đấ t đang san đ ầ m l ầ y ỉ k h u đ ấ t đ ã s a n n ề n C ụ m n h à n g h ỉ M I N I ( q . h o ạ c h c ủ a t ỉ n h q n ) P T = 1 1 4 + 6 1 7 . 5 9 S T = 1 1 4 + 2 2 5 . 3 1 l=3.205 m l=1.072 m l=2.487 m begenning point package bc1 k - 1+123.88 end point package bc1 k - 2+081.00 beginning point package bc3 k - 3+153.00 end point package bc3 k - 5+640.00 Bai Chay Bridge Construction Project Package BC-2 1,072m Package BC-3 2,487m Package BC-1 3,205m Bai Chay Hong Gai CIENCO1 LICOGI JO CIENCO1 Truong Son JO Bai Chay Hong Gai WE ARE HERE. P3(Bai Chay) P4(Hong Gai) As of 19 November 2005 12.00 4.00 2.50 47.50 P5 P6A 3.00 2.50 4.00 4.00 17.10 26.00 A1 P1 21.00 41.00 6.00 8.50 6.10 P3 12.00 18.10 P2 36.00 87.00 903.00 129.50 435.00 90.00 90.00 Sea Level P4 4.00 50.0 200.00 NAVIGATIONAL CLEARANCE 11.00 2.50 47.50 86.00 129.50 ALL DIMENSIONAL FIGURES ARE IN METER UNIT. 435m 903m 90m 51m Bai Chay Hong Gai Pneumatic Caisson Shin-so PileShin-so Pile Ranking 5 of PC Cable Stayed Bridge in Single Plane No. Name Span Length Year 1 Bai Chay Bridge (Vietnam) 435m 903m 2006 2 Elorn Bridge (France) 400m 800m 1994 3 Sunshine Skyway Bridge (U.S.A.) 366m 1,219m 1987 4 Brotonne Bridge (France) 320m 607m 1977 5 Puenete Coatzacoaltos (Mexico) 288m 698m 1984 Construction Procedures KB-401 1 2 3 KB-401 3 5 4 AUG JUL WALL COMMENCEMENT OF WORK SURVEY AND GEOTECHNICAL INVESTIGATION MOBILIZATION ROAD WORKS BRIDGE No.5 ROAD WORKS 99000 3 + 1 5 3 . 0 0 0 3 + 1 1 3 . 0 0 0 2 + 8 1 . 0 0 0 2 + 1 1 1 . 0 0 0 30000 40000 2004 2003 JAN OCT SEP DEC NOV YEAR MTH SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG A2 P2 P1 P6A P5 P4 P3 P2 P1 A1 PIER COLUMN PIER TABLE PIER TABLE PIER COLUMN UPPER SLAB FOUNDATION PIER BASE SHIN-SO EXCAVATION SCAFFOLDING BY FTBBY FT A SCAFFOLDING 410031@6500=201500 19800 31@6500+1@4500=205600 19800 3200 31@6500+1@4500=205600 31@6500=201500 39850 18 17 16 15 14 13 12 11 10 09 08 07 06 05 04 03 02 01 MTH 210500 86000 901000 129500 435000 350009450035000 86000 210500 12200 MAIN BRIDGE CAISSON CAISSON PREPARATION ACCESS ROAD 1 2 3 4 5 6 7 8 10 9 9 10 4 5 6 7 8 3 2 1 PREPARATION WORK UPPER SLAB ACCESS ROAD SHIN-SO EARTHWORKS AND RETAINING WALL BASE PIER SHIN-SO SHIN-SO SHIN-SO BASE BASE BASE PIER PIER BASE Construction Schedule Aug. 2003 41 WALL SHIN-SO WORKS ROAD WORKS ROAD COMPLETION OF WORK DEMOBILIZATION 2006 2005 FEB JAN APR JUN MAY AUG SEP NOV OCT JUL MAR DEC FEB JAN APR JUN MAY AUG SEP NOV OCT JUL MAR DEC DEC WORKS ELECTRICAL ANCILLARY & TOWER ERECTION OF J/F DISMANTLE OF J/F PIER TABLE SPAN SIDE PIER TABLE PIER PIER BASE 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 24 1 SUPERSTRUCTURE SUPERSTRUCTURE SUPERSTRUCTURE 0 1 COLUMN TOP PIER TABLE 1 LIFT~24 LIFT DISMANTLE OF J/F ERECTION OF J/F TOWER 12 X 9 (10) DAYS 1 LIFT~24 LIFT 17 X 9 (10) DAYS 12 X 9 (10) DAYS 0 12 X 9 (10) DAYS 12 X 9 (10) DAYS 1 X 12 DAYS 1 X 12 DAYS 1 X 12 DAYS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 TET HOLIDAYS 2 3 4 5 6 7 8 9 10 11 12 13 15 14 16 17 18 19 20 21 22 23 1 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 CLOSURE POUR DISMANTLE OF TRAVELLER ERECTION OF TRAVELLER 1 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 CLOSURE POUR DISMANTLE OF TRAVELLER 1 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 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 1 ERECTION OF TRAVELLER DISMANTLE OF TRAVELLER SPAN SIDE COLUMN TOP PIER TABLE 17 X 9 (10) DAYS 17 X 9 (10) DAYS17 X 9 (10) DAYS 1 X 12 DAYS TET HOLIDAYS 21 24 TRAVELLER BACK TRAVELLER BACK ROAD WORKS BRIDGE No.5 ROAD WORKS 99000 3 + 1 5 3 . 0 0 0 3 + 1 1 3 . 0 0 0 2 + 8 1 . 0 0 0 2 + 1 1 1 . 0 0 0 30000 40000 A2 P2 P1 P6A P5 P4 P3 P2 P1 A1 SCAFFOLDING BY FTBBY FT A SCAFFOLDING 410031@6500=201500 19800 31@6500+1@4500=205600 19800 3200 31@6500+1@4500=20560031@6500=201500 39850 210500 86000 901000 129500 435000 350009450035000 86000 210500 12200 MAIN BRIDGE Nov. 2005 Nov. 2006 47.5026.00 19.10 19.00 90 .00 8.00 25.30 3.75 3.00 90m 3m 3.75m 47.5m 26m (P4) 12m (P3) 12m (P2) Pneumatic Caisson Pier & Tower C e n t e r o f C o l u m n C e n t e r o f C a i s s o n No.2+362.500 No.2+363.000 L C P2 Side P4 Side C e n t e r o f C o l u m n C e n t e r o f C a i s s o n P3 Side No.2+797.000 No.2+797.500 P5 Side L C 8m x 8m Tower P4 Caisson 17m x 19m P3 Caisson 18m x 22m [...]... environmental aspects • Possible to check the geological condition at the bottom of foundation by eyes directly • Possible to make the foundation compact comparing with other kinds of foundation Installation of Cutting Edge Rebar Assembling of Working Chamber Casting Concrete of Working Chamber Installation of Caisson Shovel Installation of Man Lock & Material Lock Man Lock & Material Lock Air Compressor Receiver... P4 Caisson No.2+797.000 3.75 25.30 17m x 19m P3 Side No.2+797.500 P5 Side C L n isso Ca r of nte mn lu Ce Co r of nte Ce 90.00 8m x 8m 3.75m P3 Caisson 8.00 26.00 26m (P4) 12m (P3) 12m (P2) P4 Side No.2+363.000 18m x 22m No.2+362.500 P2 Side Pneumatic Caisson 19.00 19.10 47.5m n lum Co r of on nte iss Ce Ca r of nte Ce 47.50 C L Tower Procedures External Formwork VERTICAL RAIL TRACK INTERIOR FORMWORK... Measurement Equipment Plate Bearing Test in Working Chamber Rebar Assembling in Upper Slab Casting Concrete of Upper Slab Pier Construction Shin-so Pile Procedures CONCRETE PUMP FILLED GROUT DIA 4 Reinforcement Bar 5 Placing Concrete Installation Shin-so Pile Characteristics Not require major construction equipment Not cause negative environmental impact Able to confirm the bearing strata by direct... Ca r of nte Ce 47.50 C L Tower Procedures External Formwork VERTICAL RAIL TRACK INTERIOR FORMWORK SYSTEM EXTERIOR FORMWORK SYSTEM AUTOMATIC CLIMBER SYSTEM PYLON SUPERSTRUCTURE Completion of previous lift 2 Moving of Self Climbing Form System to next lift work level, and Reinforcement bar and steel frame installation 3 Close exterior and interior formwork, and Casting concrete; Repeat operations Lifting . BC - - 2) 2) Technical Transfer and Training (2 Technical Transfer and Training (2 nd nd ) ) Outline of Construction Outline of Construction Shimizu-Sumitomo Mitsui Joint Operation 2 ĐƯờNG ốNG DẫN XĂNG DầU. at the bottom of foundation by eyes directly. • Possible to make the foundation compact comparing with other kinds of foundation. Installation of Cutting Edge Rebar Assembling of Working Chamber Casting. HOLIDAYS 2 3 4 5 6 7 8 9 10 11 12 13 15 14 16 17 18 19 20 21 22 23 1 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 CLOSURE POUR DISMANTLE OF TRAVELLER ERECTION OF TRAVELLER 1 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 CLOSURE POUR DISMANTLE OF TRAVELLER 1 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 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 1 ERECTION