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ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION3 TO BEN LUC TO LONG THANH 21@2m=42 19@2m=38 4% 7 4% Ramp way Barge 600Tons Barge 600Tons 40 23.4 9.5 10.8 Crawler crane 50Tons Drilling System Barge 1000tons 35.4 m R20 ons T 0 Crawler crane 50Tons wharf 2a 25.1 Super structure line Jetty 1a P42 26.1 P39 P43 17.7 14 Rebar work Barge P40 K 15.6 9.5 10 16 12 Jetty 2a 10.8 wharf 38 Material Barge 15.5 22.8 Ramp way R2 5.0t m ons Material Barge 0L +00 m26 K P41 Rebar work Barge 0L +10 m26 12 00L 6+3 K m2 00L 6+4 K m2 Drilling System Barge 1000tons Bentonite System Barge 600tons Bentonite System Barge 600tons K m2 00R 6+1 31@2m=62 15@2m=30 CONSORTIUM OF TITLE NAME SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER K m2 00R 6+4 REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY BORED PILE STAGE-OPTION3 SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE - OPTION TO BEN LUC TO LONG THANH 21@2m=42 19@2m=38 4% 7 4% Ramp way Barge 600Tons Barge 600Tons 40 wharf 38 Material Barge Jetty 2a 23.4 220KVA 14 K 0L +10 m26 9.5 10.8 P43 17.7 12 P41 00L 6+3 K m2 Crane 120T 00L 6+4 K m2 Barge 1000tons Barge 600tons Crane 80T Barge 600tons R 4.1 32 To m ns K P42 R20m s 19.5 Ton P40 0L +00 m26 wharf 2a 26.1 Jetty 1a P39 25.1 Super structure line Crawler crane 50Tons 220KVA 35.4 0m s R2 Ton 19 16 m R20 ons T 0 9.5 10.8 Barge 1000tons 12 15.6 10 Crawler crane 50Tons 15.5 22.8 Ramp way R2 5.0t m ons Material Barge 00R 6+1 31@2m=62 15@2m=30 TITLE NAME K m2 SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER CONSORTIUM OF m R32 ns o 4.1 T K m2 NAME NGUYEN SY BAO SIGNATURE DATE NGUYEN SONG TOAN Checked Date Approved Approved Date REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date 00R 6+4 PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE OPTION SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION TO BEN LUC TO LONG THANH 27@2m=54m 35@2m=70m 4% Material Barge 4% Ramp way Barge 600Tons Barge 600Tons 40 35.4 Material Barge K K K m2 00R 6+1 0L +10 m26 TITLE NAME 25.1 26.1 K m2 DATE 17.7 12 TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY 00L 6+4 K m2 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR SIGNATURE Stationary Pump 00L 6+3 K m2 21@2m=42m THE ENGINEER CONSORTIUM OF Jetty 2b P43 P41 31@2m=62 THE EMPLOYER 27 P42 R40 4.2 T m ons P40 0L +00 m26 Concrete truck wharf 2a 15 14 Jetty 2c 15 12 Super structure line R2 5.0 0m t on s 16.6 Concrete truck P39 Crawler crane 50Tons 4.8 16 m R20 ons T 0 R40m 4.2 T ons 9.5 10.8 Stationary Pump 15.6 9.5 10 23.4 10.8 22.8 wharf Jetty 2a Crawler crane 50Tons Jetty 1a 15.5 38 Ramp way 00R 6+4 REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION TO BEN LUC TO LONG THANH Barge 600Tons 40 4% Ramp way 22.8 Crawler crane 50Tons Jetty 1a wharf 10 35.4 Material Barge 9.5 10.8 Stationary Pump 16 R2 5.0 0m Ton s 17.2 16.6 Concrete truck 26.1 P39 14 15 12 R 40 4.2 T m ons P40 00L 6+1 Km2 00L 6+0 Km2 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION AT PIER 40 STAGE - OPTION SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION TO BEN LUC TO LONG THANH Barge 600Tons 4% Material Barge 15.5 38 Jetty 2a 15.6 9.5 10.8 23.4 Crawler crane 50Tons 0m R2 ons T 5.0 R40m 4.2 T ons wharf 2a Concrete truck 25.1 Super structure line 27 P42 Jetty 2c 4.8 Jetty 2b 17.7 15 Stationary Pump 12 P41 00L 6+3 Km2 Concrete truck CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION AT PIER 41 STAGE - OPTION SCALE: RAMP WAY AT PIER 40 - OPTION TO BEN LUC 20000 35000 5000 2920 9610 Barge 600 tons B A Htb = +1.16 Hmax = +1.68 4% Hmin = -1.28 1:2 Gabions 1mx1mx2m B A Existing ground Designing elevation +2.00 Elevation of Existing ground +0.60 Distance +2.00 +0.66 10.00 +2.00 +0.82 +1.60 +0.83 10.00 +1.20 +0.83 10.00 10.00 +0.80 +0.24 +0.40 -0.38 10.00 10.00 -1.84 -1.00 -2.00 -2.00 6.90 6.70 -3.00 -3.00 6.00 -4.00 -4.00 5.00 -5.00 -5.00 -6.00 -6.00 6.80 12.80 PLAN OF TEMPORARY SLOPE AT PIER 40 40000 Barge 600 tons 30000 00 200 10000 6300 12001200 3000 5000 00 R25 SECTION A - A H200x200 1000 SECTION B - B H200x200 7000 1500 1000 7000 1500 Gabion 1mx1mx2m 2000 2000 60cm Stone 4x6cm Geotextile fabric Black sand K95 Geotextile fabric 300 1 1 60cm Stone 4x6cm Geotextile fabric Black sand K95 Geotextile fabric Gabion 1mx1mx2m NOTES: All dimensions are m, levels are m Dimensions in typical section are mmm CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- RAMP WAY AT PIER 40 SCALE: structures of temporary JETTY 1A - option C D32, L=10.5m 10000 Larsen IV, L=20m 5000 35400 5000 5000 5000 5000 Detail ''G'' 4000 400 2000 1000 3000 250 5000 3000 9500 27@400=10800 A 250 3000 2[-200x75x5.2x9, L=10m 1000 1000 2000 A 2000 10000 2000 H350x350x12x19, L=12m B D32@3m, L=1.57m D32@0.8m, L=11.74m 2[-200x75x5.2x9 L=24.2m 2[-200x75x5.2x9 L=11.54m 5@1600=8000 Deck plate 3000x1000x200 H800x300x14x26 L=25.4m [-200x75x5.2x9 L=24.6m B 35@1000=35000 16000 Detail ''D'' 200 C a-a section 13000 35400 2000 Geotextile Fabric 5000 5000 5000 5000 5000 5000 4000 400 Black sand K95 Hmax = +1.68 1420 2300 850 600 1: 500 +1.00 +2.20 200 +2.20 -0.30 -1.00 Detail ''B'' H400x400x13x21 L=9.5m H800x300x14x26 L=25.4m Detail ''E'' -1.630 Htb = +1.16 Hmin = -1.28 PC bar D32 2[-200x75x5.2x9, L=9.0m -5.04 2[-200x75x5.2x9 L=11.54m -13.50 L100x100x10, L=3.8m Crossbeam, 2[-300x90x9x13, L=9.5m Existing ground H350x350x12x19, L=12m DETAIL ''A'' 1000 Detail ''A'' Detail ''C'' Steel sheet pile, Larsen IV, L=20m 20cm Sub base Steel plate 12000x1000x25 Steel pile, L=48m H400x400 Concrete C20 t=350mm 50 Deck plate 3000x1000x20 -17.85 350 200 -47.22 [200x76 DETAIL ''B'' DETAIL ''C'' Geotextile fabric 150 400 Sub-base t=20cm [200x76 200 200 2[-200x76x5.2x9 D32 20 500 PC bar D32 L=1.57m NOTEs: Plate 200x200 t=20mm Geotextile fabric Plate washer 165x165x20 Steel sheet pile, Larsen IV Larsen IV CONSORTIUM OF TITLE NAME H350x350x12x19 SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY - The material may be changed depend on actual condition NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER - All the dimension are mm, levels are m NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV STRUCTURE OF TEMPORARY JETTY 1A - OPTION SCALE: ATTACHMENT NO.3 TYPICAL SECTION of temporary JETTY 1A - OPTION b-b section C-C section Deck plate 3000x1000x200 9500 3000 3000 250 Detail ''F'' +2.20 +2.20 Hmax = +1.68 3200 H800x300x14x26, L=23.2m H400x400x13x21 L=9.5m 2700 3000 PC bar D32 -1.00 500 2000 [-300x90x9x13 L=2.9m -1.23 250 20 400800 200 Htb = +1.16 1420 [-200x75x5.2x9 Sub-base t=200mm 10800 L100x100x10, L=3.8m Hmin = -1.28 Black sand K95 Crossbeam, L=9.4m 2[-300x90x9x13 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 -17.85 -47.22 DETAIL ''F'' DETAIL ''E'' DETAIL ''D'' L50x50 [-300x90x9x13 Deck plate 3000x1000x20 L100x100x10@2m 2[-200x76x5.2x9 600 H800x300x14x26 H800 300 Steel pile H400x400 [-200x76x5.2x9 1500 Bolt M22 Larsen IV H800x300 D25 rebar Deck plate 3000x1000x20 PC bar D32@2m H400x400 900 DETAIL ''G'' Stiffener t=14mm Sêng t¨ng cêng [-300x90x9x13 [-200x76x5.2x9 300 Plate 500x500x20 400 Stiffener plate, t=20mm 350 H400x400x13x21 Plate 500x500x20 H400x400x13x21 H400x400x13x21 L100x100x10 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER L100x100x10 Bracing SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION SCALE: structures of temporary JETTY 2A -OPTION DETAIL ''A'' B C D32@3m, L=1.57m D32, L=10.5m 2[-200x75x5.2x9 L=24.2m 15600 Larsen IV, L=20m 23400 5500 Detail ''G'' 5500 5500 1000 Deck plate 3000x1000x20 2000 A Concrete C20 t=350mm 10800 [200x76 Geotexti 150 400 [200x76 200 2000 2000 2000 9000 7@1200=8400 3000 27@400=10800 2[-200x75x5.2x9, L=9.0m 250 3000 9500 A H400x400 L=9.5m 20cm Sub base Steel plate 12000x1000x25 350 200 5500 3000 250 400 50 [-200x75x5.2x9 L=9.0m D32, L=11.74m PC bar D32 L=1.57m 20 [-200x75x5.2x9 L=23.2m B Deck plate 3000x1000x200 23400 H800x300x14x26 L=23.2m 2[-200x75x5.2x9 L=11.54m Plate 200x200 t=20mm 9000 Geotextile fabric H350x350x12x19, L=12m Larsen IV C a-a section 15600 200 2000 H800x300x14x26 L=23.2m L100x100x10, L=3.8m -1.00 PC bar D32 Black sand K95 Plate washer 165x165x20 Steel sheet pile, Larsen IV 2[-200x75x5.2x9, L=9.0m -13.50 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 D32 +0.86 H350x350x12x19 L=12m 2[-200x75x5.2x9 L=11.54m -6.58 2[-200x76x5.2x9 +2.20 500 850 -0.30 -1.65 Crossbeam, 2[-300x90x9x13, L=9.5m Detail ''C'' H400x400x13x21 L=9.5m 600 Detail ''E'' Geotextile Fabric 200 +2.20 1: Detail ''A'' 2300 Hmin = -1.28 23400 23@1000=23000 200 20 400 800 200 Htb = +1.16 1420 Hmax = +1.68 DETAIL ''B'' DETAIL ''C'' Sub-base t=20cm 200 -17.85 500 -47.22 H350x350x12x19 NOTEs: - All the dimension are mm, levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV STRUCTURE OF TEMPORARY JETTY 2A - OPTION SCALE: TYPICAL SECTION of temporary JETTY 2A - OPTION b-b section C-C section Deck plate 3000x1000x200 9500 2000 3000 3000 250 Detail ''F'' +2.20 +2.20 H400x400x13x21 L=9.5m L100x100x10, L=3.8m 2700 Hmax = +1.68 H800x300x14x26, L=23.2m 3200 [-300x90x9x13 L=2.9m -1.23 3000 20 400800 200 1420 Htb = +1.16 250 Sub-base t=200mm 10800 PC bar D32 -1.00 500 [-200x75x5.2x9 Hmin = -1.28 Black sand K95 Crossbeam, L=9.4m 2[-300x90x9x13 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 -17.85 -47.22 DETAIL ''G'' DETAIL ''F'' DETAIL ''E'' DETAIL ''D'' [-300x90x9x13 Deck plate 3000x1000x20 L50x50 L100x100x10@2m PC bar D32@2m 900 H800x300x14x26 300 Steel pile H400x400 [-200x76x5.2x9 1500 2[-200x76x5.2x9 D25 rebar Deck plate 3000x1000x20 Bolt M22 Larsen IV H800x300 Stiffener t=14mm Sêng t¨ng cêng 600 H400x400 H800 [-300x90x9x13 Plate 500x500x20 400 [-200x76x5.2x9 300 Stiffener plate, t=20mm H400x400x13x21 350 H400x400x13x21 L100x100x10 Plate 500x500x20 H400x400x13x21 L100x100x10 Bracing CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION SCALE: STRUCTURE OF JETTY 1b 1000 Hmax=+1.68 C 100x50x5.9x8 L=2.660m 6500 6500 Hmin=-1.28 Hmin=-1.28 C 200x75x8.2x11.5 L=1.5m 2380 3878 1260 Hmax=+1.68 Htb=+1.16 V 100x100x8 L=2.5m C 200x75x8.2x11.5 L=1.5m Hmin=-1.28 +2.20 100 H 200x200x8x12 L=1.6m Htb=+1.16 2500 Htb=+1.16 H 200x200x8x12 L=1.6m H 200x200x8x12 L=16.64m 100 4005 +2.20 1500 1300 12 16640 12400 290 Detail "A" A 2500 MAIN VIEW OF JETTY 1b (1:75) A-A SECTION (1:75) 1300 -4.59 H 200x200x8x12 L=30m H 200x200x8x12 L=30m A H 200x200x8x12 L=1.6m PLAN OF JETTY 1b (1:75) H 200x200x8x12 L=16.64m 22@750=16500 70 DETAIL "A" (1:20) 70 Expanded metal XG21, t=5mm V 100x100x10 L=1.2m 1500 +2.20 C 150x75x10x6.5 L=1.29m 50 C 150x75x6.5x10 L=1.292m 1260 6500 6500 290 H 200x200x8x12 L=1.6m H 200x200x8x12 L=16.64m 2380 16640 C 150x75x10x6.5 L=0.3m Plate 250x250x12 H 200x200x8x12 L=30m NOTE : - Dimensions are mm, Levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF JETTY 1b SCALE: GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION 12000 40000 Tower crane 168Tons.m Radius=20.6m Rate load = 6.88Tons A-A SECTION (1:250) Max moving Load 6Tons 16863 1600 30000 Traveller Bring frame +15.545 13138 H300x300 Jetty 1a 9000 Hmax=+1.68 290 SPSP Cofferdam D=0.7m , L=35m 16640 +2.20 +2.20 Pier 40 1500 Htb=+1.16 Concrete supply pipe D=135mm, t=5mm Jetty 1b Htb=+1.16 4000 Hmin=-1.28 5290 Hmin=-1.28 Hmax=+1.68 -4.59 -4.59 H200x200 L=30m NOTE : - Dimensions are mm, Levels are m SPSP D=0.7m L=35m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION3 SCALE: GENERAL PLAN OF TOWER CRANE AT PIER 41 - OPTION Super Structures Line 8250 8250 6750 D Foundation of tower crane 4mx4mx1.5m 1500 4000 4000 C C Tower crane 168Tons.m 4800 Jetty 2c L=4.8m Riverside 27000 Jetty 2b L=27m NOTE : 1000 - Dimensions are mm, Levels are m 750 1500 750 Gabions 3000 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- GENERAL PLAN OF TOWER CRANE AT PIER 41 - OPTION SCALE: GENERAL VIEW OF TOWER CRANE AT PIER 41 - OPTION 40000 12000 Tower crane 168Tons.m Radius=20.6m Rate load = 6.88Tons 1600 21862 C-C SECTION (1:250) Max moving Load 6Tons 30000 Traveller Bring frame +15.545 Concrete supply pipe D=135mm, t=5mm SPSP Cofferdam D=0.7m , L=35m Foundation 4mx4mx1.5m Jetty 2c +2.20 Hmax=+1.68 Pier 41 1500 Htb=+1.16 13138 H300x300 Htb=+1.16 4000 Hmin=-1.28 4290 Hmin=-1.28 -3.59 -3.59 SPSP D=0.7m L=35m NOTE : - Dimensions are mm, Levels are m 15000 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- GENERAL VIEW OF TOWER CRANE AT PIER 41 - OPTION SCALE: STRUCTURE OF JETTY 2c B-B SECTION (1:25) Column of tower crane V 70x70x6 B Foundation 4mx4mx1.5m Jetty 2c, B=1.5m 700 3646 400 V 100x100x10 L=1.2m +2.20 Expanded metal XG21 ,t=5mm C 150x75x10x6.5 L=1.29m 1500 Hmax=+1.68 1500 455 B 150 C 150x75x10x6.5 L=0.3m 50 195 Htb=+1.16 150 1200 54 Rebar D19 550 4800 150 100 4000 1300 100 150 1800 Detail "B" H 200x200x8x12 L=4.8m Hmin=-1.28 DETAIL "B" (1:15) SPSP D=0.7m L=35m Cofferdam system at P41 PLAN OF JETTY 2c (1:50) 4000 Grille XG21 t=5mm Foundation 4mx4mx1.5m V 100x100x10 L=1.2m +2.40 20 13 Cofferdam system at P41 C 150x75x10x6.5 L=1.29m C 150x75x10x6.5 L=0.3m 13 38 C 150x75x6.5x10 L=1.292m 4800 146 100 54 300 1500 4000 H 200x200x8x12 L=4.8m 6@750=4500 150 150 NOTE : - Dimensions are mm, Levels are m H200x200x8x12 L=4.8m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF JETTY 2c SCALE: STRUCTURE OF JETTY 2b A-A SECTION (1:75) Column of tower Jetty 2b L=12m Detail "A" A Black sand K95 Hmax=+1.68 1500 Htb=+1.16 +0.92 Foundation of tower crane 4mx4mx1.5m 4000 H200x200x8x12 L=1.6m Hmax=+1.68 Htb=+1.16 V 100x100x8 L=2.3m 1000 -1.69 H200x200x8x12 L=30m -4.50 +2.40 100 H 200x200x8x12 L=1.6m H200x200x8x12 L=27m Gabions 1mx1mx2m A Hmin=-2.72 -0.48 1500 1300 12 +2.20 100 2000 9000 -1.69 1478 9000 4005 9000 1000 27000 C 200x75x8.2x11.5 L=1.5m Hmin=-1.28 SPSP D=0.7m l=35m PLAN OF JETTY 2b (1:150) Riverside 1300 27000 400 25600 1000 C 150x75x6.5x10 L=1.292m 750 1500 4000 750 Foundation 4mx4mx1.5m H200x200x8x12 L=27m 650 34@750=25500 H 200x200x8x12 L=30m 650 4000 DETAIL "A" (1:40) 150 Rebar D19 V 100x100x10 L=1.2m 1200 Expanded metal XG21 ,t=5mm C 150x75x10x6.5 L=1.29m 1500 150 C 150x75x10x6.5 L=0.3m 195 455 550 V 70x70x6 H 200x200x8x12 L=1.6m H 200x200x8x12 L=27m V 100x100x10 L=2.3m H 200x200x8x12 L=30m NOTE : - Dimensions are mm, Levels are m 1300 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF JETTY 2b SCALE: CONSTRUCTION METHOD OF TEMPORARY RAMP WAY STEEP : EXCAVATION OF FOUNDANTION GABIONS STEEP : EXCAVATION SOIL Moving Direction - Excavator Soil by crawler Excavator in barge 500tons - Moving barge to dig inner Moving Direction - To dig soil foundation of gabion to designing level Crawler Excavator Crawler Excavator Excavation part Hmax = +1.68 Htb=+1.16 Barge 500 tons Hmax = +1.68 Barge 500 tons Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Excavation part Existing ground Existing ground STEEP : INSTALLING GABIONS STEEP : SPREAD STONE IN GABIONS SCOPE - 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 Direction Moving Direction Crawler Excavator Crawler Excavator Excavation part Barge 500 tons Gabions Stone truck Gabions 1x1x2m Barge 500 tons Excavation part Hmax = +1.68 Htb=+1.16 Barge 500 tons Barge 500 tons Stone 4cmx6cm Hmax = +1.68 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Existing ground Existing ground STEEP : EXCAVATION NEXT SEGMENT STEEP : SPREAD STONE NEXT SEGMENT - Moving crawler excavation to gabions scope - Soil Excavator inner scope - Moving stone truck to next scope - Use crawler excavator to spread stone next scope Moving Direction Moving Direction Crawler Excavator Crawler Excavator Stone truck Stone truck Excavation part Barge 500 tons Stone 4cmx6cm Barge 500 tons Stone 4cmx6cm Hmax = +1.68 Htb=+1.16 Hmax = +1.68 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Gabions Existing ground Existing ground STEEP : PUMP BLACK SAND - Spread geotextile fabric - Transport black sand by truck in 500tons barge - Use pump to pump black sand designing scope Sand pump Pump pipe - Spread stone 4x6cm - Completing of temporary ramp way Crawler Excavator Barge 500 tons Black sand STEEP : COMPLETING TEMPORARY RAMP WAY Moving Direction Black sand Stone truck Stone 4x6cm Black sand Hmax = +1.68 Barge 500 tons Hmax = +1.68 Htb=+1.16 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Gabions Existing ground Existing ground NOTE: - All dimension are mm , Levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- CONSTRUCTION OF METHOD TEMPORARY RAMP WAY SCALE: CONSTRUCTION METHOD OF JETTY OF WHARF STEEP 1: CONSTRUCTION OF WHARF STEEP 2: DRIVING STEEL PILE H400x400 - 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 3: INSTALLING MAIN BEAM AND COVER PLATE - To moving of crane - Locating the center of steel pile H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing guided bar - Installing corver plate 3000x1000x200 Vibration hammer Vibration hammer Level machine Moving direction Crawler crane 55 tons +2.20 Crawler crane 55 tons Crawler crane 55 tons +2.20 H(5%)=+1.160 Main beam H 800x300 +2.20 H 400x400 H(5%)=+1.160 Steel pile H 400x400 Steel sheet pile Larsen IV, L=20m Steel sheet pile Larsen IV, L=20m Guided bar H 400x400 Steel sheet pile Larsen IV, L=20m Steel pile H 400x400 , L=48m Steel pile H 400x400 STEEP 4: CONSTRUCTION NEXT SEGMENT OF JETTY STEEP 5: COMPLETING OF JETTY - To moving of crane - To moving guided bar - Locating the center of steel pile H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing corver plate 3000x1000x200 - Installing railing - Completing of jetty Moving direction +2.20 H(5%)=+1.160 Moving direction Cover plate 3000x1000x200 Main beam H 800x300 Cover plate 3000x1000x200 +2.20 H(5%)=+1.160 Guided bar H 400x400 Steel pile H 400x400 Steel sheet pile Larsen IV, L=20m Main beam H 800x300 +2.20 Cover plate 3000x1000x200 H(5%)=+1.160 Guided bar H 400x400 Steel sheet pile Larsen IV, L=20m Existing ground Steel pile H 400x400 , L=48m Steel pile H 400x400 , L=48m NOTES : All dimensions are mm , levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- CONSTRUCTION METHOD OF JETTY AND WHARF SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE A - A SECTION (1 : 300) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 300) Working radius = 15.8m Rate load =6.54 tons 15800 15000 0m 9500 Boo 25400 mL engt h =4 Jetty 1A 4000 4000 Crawler crane 50t m=3.55 tons 3000 Segment 3m A A Segment 7.5m 7500 Crawler crane 50t Htb=+1.16 Hmax=+1.68 Foundation 4x4x1.5m +2.20 1500 Ra di 6.5 us = ton 15.8 s m Hmin=-1.28 P40 -4.59 Riverside STAGE1: SETTING BODY OF TOWER CRANE H 400x400 L=48m SPSP D=0.7m L=35m - Setting a base support - Setting first segment have length 7.5m - Setting second segment have length 3m NOTE : - Dimensions are mm or m, Levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE A - A SECTION (1 : 300) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 300) Working radius = 15.8m Rate load =6.54 tons 15800 15000 0m 9500 Boo 25400 mL engt h =4 Jetty 1A 4000 4000 Crawler crane 50t Climbing cage m=2.66tons A A Crawler crane 50t Htb=+1.16 Hmax=+1.68 Foundation 4x4x1.5m +2.20 1500 Ra di 6.5 us = ton 15.8 s m Hmin=-1.28 P40 -4.59 Riverside H 400x400 L=48m STAGE 2: SETTING CLIMBING CAGE SPSP D=0.7m L=35m - Setting a climbing cage CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE A - A SECTION (1 : 300) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 300) Working radius = 15.8m Rate load =6.54 tons 15800 15000 0m 9500 engt h =4 Jetty 1A Boo 25400 mL Turntable cage 6.2 tons 4000 4000 Crawler crane 50t A A Crawler crane 50t Htb=+1.16 Hmax=+1.68 Foundation 4x4x1.5m +2.20 1500 Ra di 6.5 us = ton 15.8 s m Hmin=-1.28 P40 -4.59 Riverside H 400x400 L=48m STAGE 3: SETTING TURNTABLE CAGE SPSP D=0.7m L=35m - Setting a turtable cage CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE A - A SECTION (1 : 300) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 300) Working radius = 15.8m Rate load =6.54 tons 15800 15000 9500 h =4 0m Tower head 1.5 tons Boo 25400 mL engt Jetty 1A 4000 4000 Crawler crane 50t A A Crawler crane 50t Htb=+1.16 Hmax=+1.68 Foundation 4x4x1.5m +2.20 1500 Ra di 6.5 us = ton 15.8 s m Hmin=-1.28 P40 -4.59 Riverside H 400x400 L=48m STAGE 4: SETTING TOWER HEAD SPSP D=0.7m L=35m - Setting a tower head CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 300) 15800 B - B SECTION (1 : 300) 15000 9500 Tie bars B Counter Jib 3.0tons Counter weight 25400 Jetty 1A 4000 4000 Crawler crane 50t 6790 Jetty 1A +2.20 A A Htb=+1.16 Hmax=+1.68 Hmin=-1.28 Crawler crane 50t Counter Jib P40 R= 6.5 15.8 ton m s Riverside STAGE 5: SETTING COUNTER JIB B - Setting a counter jib - Setting counter weight - Setting tie bars CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE (1 : 350) B - B SECTION (1 : 350) 15800 9500 B Tie bars Counter Jib R=17m Crawler crane 50t 5.925tons 25400 Counter weight Jetty 1A Jib length 4.520tons Trolley 4000 4000 Crawler crane 50t +2.20 A A Htb=+1.16 Hmax=+1.68 Hmin=-1.28 Counter Jib P40 Riverside B STAGE 6: SETTING COUNTER JIB - Setting a jib length - Setting tie bars CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE SCALE: ATTACHMENT NO.1 PLAN OF INSTALLATION TOWER CRANE AT PIER 41 - OPTION TO BEN LUC TO LONG THANH Barge 600Tons 4% Material Barge 15.5 38 Jetty 2a 23.4 15.6 9.5 10.8 R20m 5.0Tons 21 R= 12 9.5m 5t on s Crawler crane 80Tons Crawler crane 50Tons Barge 600Tons 30mx10m wharf 2a Super structure line 27 Foundation of tower crane P42 2.8m R=2 tons 6.8 Jetty 2c 4.8 Jetty 2b 15 17.7 12 P41 00L 6+3 Km2 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV PLAN OF INSTALLATION TOWER CRANE AT PIER 41 SCALE: [...]... H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing corver plate 30 00x1000x200 - Installing railing - Completing of jetty Moving direction +2.20 H(5%)=+1.160 Moving direction Cover plate 30 00x1000x200 Main beam H 800x300 Cover plate 30 00x1000x200... PLATE - To moving of crane - Locating the center of steel pile H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing guided bar - Installing corver plate 30 00x1000x200 Vibration hammer Vibration hammer Level machine Moving direction Crawler crane... J2 - GÓI THẦU J2 SMC4 JO- CONSTRUCTION OF METHOD TEMPORARY RAMP WAY SCALE: CONSTRUCTION METHOD OF JETTY OF WHARF STEEP 1: CONSTRUCTION OF WHARF STEEP 2: DRIVING STEEL PILE H400x400 - 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 3: INSTALLING MAIN BEAM AND COVER PLATE - To moving... VIEW OF TOWER CRANE AT PIER 41 - OPTION 3 40000 12000 Tower crane 168Tons.m Radius=20.6m Rate load = 6.88Tons 1600 21862 C-C SECTION (1 :250) Max moving Load 6Tons 30 000 Traveller Bring frame +15.545 Concrete supply pipe D= 135 mm, t=5mm SPSP Cofferdam D=0.7m , L =35 m Foundation 4mx4mx1.5m Jetty 2c +2.20 Hmax=+1.68 Pier 41 1500 Htb=+1.16 131 38 H300x300 Htb=+1.16 4000 Hmin =-1 .28 4290 Hmin =-1 .28 -3 .59 -3 .59... APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE 4 SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE 5 PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 5 (1 : 30 0) 15800 B - B SECTION (1 : 30 0) 15000 9500 Tie bars B Counter Jib 3. 0tons Counter weight 25400 Jetty 1A 4000 4000 Crawler crane 50t 6790 Jetty 1A +2.20 A A Htb=+1.16 Hmax=+1.68 Hmin =-1 .28 Crawler crane 50t... Approved 1 Approved Date 1 APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE 3 SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE 4 A - A SECTION (1 : 30 0) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 4 (1 : 30 0) Working radius = 15.8m Rate load =6.54 tons 15800 15000 9500 h =4 0m Tower head 1.5 tons Boo 25400 mL engt Jetty 1A 4000 4000 Crawler crane 50t A A Crawler... APPROVED BY Approved 1 Approved Date 1 APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE 2 SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE 3 A - A SECTION (1 : 30 0) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 3 (1 : 30 0) Working radius = 15.8m Rate load =6.54 tons 15800 15000 0m 9500 engt h =4 Jetty 1A Boo 25400 mL Turntable cage 6.2 tons 4000 4000 Crawler... Approved Date 1 APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE 1 SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE 2 A - A SECTION (1 : 30 0) PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 2 (1 : 30 0) Working radius = 15.8m Rate load =6.54 tons 15800 15000 0m 9500 Boo 25400 mL engt h =4 Jetty 1A 4000 4000 Crawler crane 50t Climbing cage m=2.66tons A A Crawler crane... PACKAGE J2 - GÓI THẦU J2 SMC4 JO- SETTING TOWER CRANE AT PIER P40 - STAGE 5 SCALE: SETTING TOWER CRANE AT PIER P40 - STAGE 6 PLAN VIEW OF SETTING TOWER CRANE AT PIER 40 - STAGE 6 (1 : 35 0) B - B SECTION (1 : 35 0) 15800 9500 B Tie bars Counter Jib R=17m Crawler crane 50t 5.925tons 25400 Counter weight Jetty 1A Jib length 4.520tons Trolley 4000 4000 Crawler crane 50t +2.20 A A Htb=+1.16 Hmax=+1.68 Hmin =-1 .28... J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF JETTY 1b SCALE: GENERAL VIEW OF TOWER CRANE AT PIER 40 - OPTION 3 12000 40000 Tower crane 168Tons.m Radius=20.6m Rate load = 6.88Tons A-A SECTION (1 :250) Max moving Load 6Tons 168 63 1600 30 000 Traveller Bring frame +15.545 131 38 H300x300 Jetty 1a 9000 Hmax=+1.68 290 SPSP Cofferdam D=0.7m , L =35 m 16640 +2.20 +2.20 Pier 40 1500 Htb=+1.16 Concrete supply pipe D= 135 mm,