Bản vẽ thiết kế kỹ thuật cầu Vàm Cống

Cầu Vàm Cống là cây cầu dây văng bắc qua sông Hậu, nối liền thành phố Cần Thơ và tỉnh Đồng Tháp của Việt Nam. Cầu Vàm Cống cách bến phà Vàm Cống khoảng 3 km về phía hạ lưu sông Hậu, và thay thế cụm phà này kể từ khi cầu đi vào hoạt động vào ngày 19 tháng 5 năm 2019

Vea eS MINISTRY OF TRANSPORT (MOT) | ECONOMIC DEVELOPMENT COOPERATION FUND | a BỘ GIAO THONG VAN TAI | QUY HOP TAC PHAT TRIEN KINH TẾ CUU LONG CORPORATION FOR INVESTMENT, DEVELOPMENT AND PROJECT MANAGEMENT OF INFRASTRUCTURE _ (CUU LONG CIPM) VAM CONG BRIDGE CONST: UNDER CENTRAL MEKONG DELTA RE | | | | | JOINT VENTURE OF DASAN CONSULTANTS CO., LTD., KUNHWA ENGINEERING & CONSULTING CO., LTD AND PYUNGHWA ENGINEERING CONSULTANTS LTD DASAN fe kunhwa® [ “@CvuNeHwA HOCHIMINH CITY, May 2013 | A GENERAL PHAN CHUNG GIÁO TL 847 Lo: ee ` ¬ DOAN NOI TL 943 - QL 91 CONNECTING ROAD PR 943 - NH 91 COMPONENT (CONNECTING ROAD PRO43-NHS1) THANH PHAN (DOAN NÓI TL, 943 - OL Ỉ END POINT OF COMPONENT Thác Mee we , BEGINNING POINT OF COMPONENT 4] DIEM CUO! THANH PHAN DIEM DAU THANH PHAN KM0+000 DIEM CUO! THANH PHAN END POINT OF COMPONENT1 DIEM DAU THANH PHAN Ẳ ~| BEGINNING POINT OF COMPONENT2 cone KM7+800 : “XS CAO LANH BRIDGE CÂU CAO LÃNH — TAN MY INTER "NUT GIAO TAN MY È¿ END POINT OF COMPONENT BEGINNING POINT OF COMPONENT DIEM CUO! THANH PHAN DIEM DAU THANH PHAN KM23+450 * [LAP VO INTER ~~ NUT GIAO LAP VO} NH54 INTER ANUT GIAO QL54].° ge he" DOAN NOI QL 86 CONNECTING ROAD NH 86 CHINA %| THOT NOT BYPASS “| TUYEN TRANH THOT NOT 3[ END POINT OF COMPONENT DIEM CUO! THANH PHAN KM 28+843 95 PROJECT NAME - TEN DU’ AN CENTRAL MEKONG DELTA - ¬ CONNECTIVITY PROJECT (CMDCR) - VIET NAM DỰ° ÁN KẾT NÓI KHU aren VỰC TRUNG TÂM So DONG BANG MEKONG - VIETNAM - S35 OWNER - CHU DAU TU MINISTRY OF MINISTRY TRANSPORT (M OF TRANSPORT (M.0.T} FOR Nưgeng INVES VELOPME} CUU ị LONGiG CORPORATION sonsoRa TON ron ne DEVELOPMENT AND PROJECT TRUCTURE TA MANAGES TY n3 xin auÁ~5 : TONG CONG TY BAU TU PHAT TRIEN VA QUAN LY’ OU AN HA TANG GIAC THONG CUU LONG ˆ DASAN “Yolointen wt Venture o ee rộ THIÊN TR sun * : ae An j -oviTRIDUAN j¬— S18 CAN / DRAWING TITLE - TÊN BẢN VẼ WE | PU/QuangHèn | ou,seow | cHO.Namcn | YAM CONG BRIDGE / CAU VAM CONG NAME co oy LTD — KUNHWA ENGINEERING AND CONSULTING CO., LTD and PYUNGHWA ENGINEERING CONSULTANTS LTD | ATUI SIGNATURE CHỮ KỲ DATE xoay 7" GF x a 27 -|N.c.@&e PROJECT MAP Ä Ầ BAN ĐÔ DỰ ÁN ˆ “NGA | ˆ THAILAND DETAILED DESIGN THIET KE KY THUAT - SoA : DRAWING No / BẢN VỆ SỐ: 300-010 GENERAL NOTES GENERAL REINFORCEMENT 1.1 UNLESS OTHERWISE NOTED THESE NOTES ARE APPLIED TO ALL DRAWINGS 51 REINFORCEMENT, ACCORDING TO TCVN 1651-2008, INGLUDE TYPES AS FOLILOWS: 1.2 THE SCALE INDICATED ON THE DRAWINGS IS FOR "A3" SIZE TYPE 1.3 ALL STATIONS, COORDINATES AND ELEVATIONS ARE IN METRES 1.4 ALL DIMENSTIONS ARE MILIMETERS UNLESS OTHERWISE INDICATED 15 THE ELEVATION SYSTEM IS REFERRED TO THE MEAN SEA DATUM ELEVATION AT HONDAU ISLAND COORDINATES REFER TO THE NATIONAL GRID SYSTEM (VN2000) STRUCTURAL STEEL YIELD STRENGTH | CODE (MPa) 91 STRUCTURAL STEEL USED FOR THE STEEL GIRDER SHALL BE AS FOLLOWS TENSILESTRENGTH | ELASTIC MODULUS (MPa) (MPa) PLAN BARS | CB240-T 240 380 200000 RIBBED BAR | CB400-V 400 570 200000 M270M AASHTO (1)(2) 2.1 EXPRESSWAY - DESIGN REQUIREMENTS TCVN 5729-1997, REFERENCE TO TCVN 4054-2005 (3) LEGEND: (4) 6) (1) NUMBER OF BARS (JF INDICATED) (2) BAR IDENTIFICATION CODE (3) BAR DIAMETER (4) SPACING OF BARS (8) LOCATION AS FOLLOWS (IF INDICATED} NF: NEAR FACE T: TOP FF : FAR FACE B: BOTTOM 8.3 ALL REINFORCEMENTS ARE SHOWN AS IN DRAWINGS 2.2 SPECIFICATION FOR BRIDGE DESIGN : 22 TCN 272 - 05 2.3, AASHTO LRFD BRIDGE DESIGN SPECIFICATION: SI UNIT, 4TH EDITION, 2007 2.4, RECOMMENDATION FOR STAY CABLE DESIGN, TESTING AND INSTALLATION: PTI, 5TH EDITION, 2007 2.5, A REFERENCE TO THE DESIGN CRITERIA DESIGN LOADS 5.6.WHERE LAPS ARE NOT SHOWN ON THE DRAWINGS THE LAPS SHALL BE STAGGERED SO THAT NOT MORE THAN 50% OF BARS ARE ~ BITUMINOUS WEARING SURFACE : 2250 KGIM3 LAPPED IN ANY ONE CROSS SECTION ~ STRUCTURE STEEL : 7850 KGIM3 ~ STAY CABLE : 7880 KGIM3 - COMPaCTED SOIL ; 1950 KGIM3 5.7 A REINFORCING BAR INDICATED AS VARIED LENGTH SHALL BE LAP SPLICED AS NECESSARY SUBJECT TO THE FOLLOWING CONDITIONS: A) LAP SPLICES IN ADJACENT BARS SHALL BE STAGGERED -WATER + 1000 KG/M3 4.1 CONCRETE GRADE BASED ON SPECIFIED COMPRESSION STRENGTH OF CONCRETE AT 28 DAYS CONCRETE STRENGTH G50 s0 fe (MPa) 40 STRUCTURE ELEMENTS IN USE 345 345 485 PILECAP OF PYLONS, ANCHOR PIERS DRILLED SHAFT OF STAY CABLE BRIDGE PIER'S HEADSTOCK OF APPROACH BRIDGE 35 30 30 DRILLED SHAFT OF APPROACH BRIDGE Co 25 APPROACH SLAB, SUPPORTING SLAB CURB, MEDIAN c20 20 cio 10 57-75 : 960 1080 207000 835 1085 207000 TYPE DY AN KET NOI KHU VU'C TRUNG TAM 14 SPECIAL NOTES 14.1 THE CONTRACTOR SHALL VERIFY THE BEARING ELEVATIONS INDICATED ON THE DRAWINGS AND SET UP THE FINISHING AFTER TAKING THE ELASTIC SHORTENING OF CONCRETE, FRICTION LOSSES, RELAXATION AND ANCHORAGE SET ELEVATION ACCURATELY WITH THE ENGINEER'S APPROVAL ELEVATION CONSIDERING THE FINISHING GROUND LEVEL AT THE LOCATION THE FINAL ELEVATION SHALL BE SUBJECT TO FORM AN AND WATERTIGHT BARRIER To THE TENDONS AND SHALL BE FABRICATED FROM CORRUGATED GALVANIZED SHEET THE ENGINEER'S APPROVAL 14.3 IF A BRAND NAME OF A PRODUCT IS SHOWN ON THE DRAWINGS, IT IS MERELY A SAMPLE THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE EQUIVALENT TO THE SPECIFIED PRODUCT THE FINAL SELECTION SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL 14.4 BORED PILES’ CASING PENETRATION DEPTH INTO THE GROUND INDICATED ON THE DRAWINGS ARE TENTATIVE THE CONTRACTOR STEEL OR 74 GROUTING MATERIAL SHALL BE NON-BREEDING TYPE AS SPECIFIED IN THE TECHNICAL SPECIFICATION AND ENSURE THE PILE FOUNDATION ON THE ASPECT OF STRUCTURAL STABILITY AND ECONOMY APPROACH ACCORDING TO DONG BANG MEKONG - VIET NAM LOCAL PRACTICE ACCESSORIES THE FOLLOWING ACCESSORIES SHOWN IN THE DRAWINGS OR EQUIVALENTS FOR INVESTMENT, DEVELOPMENT CONSULTANTS - TU VAN THIET KE a DASAN rant Tec encom THE APPROVAL na Joint Venture of DASAN 14.7 THE CONTRACTOR SHALL PROVIDE WATERTIGHT MEASURES AT THE JOINTS OF PRECAST PANEL FOR PILE CAP'S SKIRT | PREPAREDBY | CHECKEDBY | APPROVED BY DRAWING TITLE - TEN BAN VE “an | neay | DENGAN ~ “Ten | BAE-Sangwoon | LEE YorgJn | cHO,Namcn | VAM CONG BRIDGE /CAU VAM CONG | |2293] APEROAVA mec Rives CO., LTD., CONSULTANTS |S!cnature oe CHỮ KÝ KUNHWA ENGINEERING AND CONSULTING CO LTD QUẦN LÝ DỰ ÁN HẠ TẦNG GIAO THONG CU'U LONG and PYUNGHWA ENGINEERING CONSULTANTS LTD | Nosy TONG CONG TY DAU TU, PHAT TRIEN VÀ HYDRATION HEAT OF MASS CONCRETE OF PYLON’S PILE CAP THE PROPOSAL SHALL 8E SUBMITTED TO THE ENGINEER FOR ANCHORAGE OF STAY CABLES, DAMPING DEVICE OF STAY CABLES, BEARINGS, EXPANSION JOINTS, HANDRAILS, ROAD AND PROJECT MANAGEMENT OF INFRASTRUCTURE 14.6 THE CONTRACTOR SHALL STUDY AND PROPOSE APPROPRIATE MEASURES TO CONTROL THERMAL CRACKS DUE TO BE USED SUBJECT TO THE ENGINEER'S APPROVAL, LIGHTING, OBSTRUCTION LIGHTING AND LIGHTING ROADS, NAVIGATIONAL BRIDGE LIGHT AND MARKER BUOYS OWNER - CHU DAU TU OT nO GIAO THÔNG VẬN TÀI SHALL VERIFY THE DEPTH WITH CONSIDERATION ON THE CONSTRUCTION CONDITION THE FINAL DEPTH |S SUBJECT TO THE ENGINEER'S APPROVAL : 14.5 IN CASE OF APPLYING THE TIP GROUTING METHOD AT PILE FOUNDATION IN PYLON, THE CONTRACTOR SHOULO VERIFY SEMI-RIGID CONDUIT INCLUDING: 14.2 PILE CAPS’ ELEVATION INDICATED ON THE DRAWINGS ARE TENTATIVE, THE CONTRACTOR SHALL PROPOSE THE FINAL 7.3 DUCTING FOR INTERNAL TENDONS SHALL BE FULLY COMPaTIBLE WITH THE PROPOSED PRESTRESSING SYSTEM THE DUCTING SHALL - M 253M 6.3, THE TENSILE FORCE APPLIED TO THE PRESTRESSING STRAND AT TRANSFER SHALL BE DETERMINED TO BE THE REQUIRED VALUES USE ON SIMILAR WORK , DEMONSTRATING PROPER FUNCTIONING AND DURABILITY CUU LONG CORPORATION AASHTO CLASS OF BOLTS AND NUTS A416-99 OR EQUIVALENT; LEAN COCNRETE, BLINDING CONCRETE CONNECTIVITY PROJECT (CMDCP) - VIET NAM STANDARD HIGH STRENGTH BOLTS AND NUTS 7.2 ALL ANCHORAGES SHALL BE DESIGNED FOR THE ACTUAL TYPE OF TENDON TO BE EMPLOYED THEY SHALL HAVE PAST RECORDS OF MINI 197000 BOLTS AND NUTS SHALL BE SUPPLIED IN ACCORDANCE WITH AASHTCI/ASTM STANDARD OR SIMILAR (KS) ABUTMENTS, PIERS PROJECT NAME - TÊN DỰ ÁN CENTRAL MEKONG DELTA 1880 13 BOLTS AND NUTS 7.1, ALL PRESTRESSING SYSTEM AND ANCHORAGE ASSEMBLIES APPLIED FOR THE SAME STRUCTURAL PARTS SHALL BE SUPPLIED FROM 4.4 ALL CONSTRUCTION JOINTS ARE TO BE LOCATED AS SHOWN ON THE DRAWINGS OR AS THE ENGINEER'S APPROVAL 180 ELASTIC MODULUS (MPa) 12.3, SHEAR STUDS SHALL BE IN ACCORDANCE WITH AASHTO/ASTM STANDARD OR SIMILAR (KS) THE SAME APPROVED MANUFACTURE 4.3, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 20x20MM UNLESS OTHERWISE NOTED 187 TENSILE STRENGTH (MPa) 12.2, SHEAR STUDS SHALL HAVE A MINIMUM YIELD AND TENSILE STRENGTH OF 345 MPa AND 420 MPa, RESPECTIVELY C.LP DECK SLAB (INCLUDE LINK SLAB) AND CROSSBEAM OF SUPER-T GIRDER 4.2 UNLESS FORMS ARE NOT USED REINFORCED CONCRETE SHALL BE PLACED ON 100MM THICKNESS OF LEAN CONCRETE SECTION (MM2) 12 SHEAR STUDS 12.1, SHEAR STUDS SHALL BE MADE FROM COLD-DRAWN BARS ANCHORAGES AND DUCTS SEAL CONCRETE DIAMETER (MM) 11.3 WELDING DETAILS REFER TO THE DRAWING NO 119-020 “WELDING AND PLATE CONNECTION DETAILS" 6.2 PRE-STRESSING STRAND TYPE 15.2MM SHALL BE MADE OF LOW RELAXATION STRAND GRADE 270 AND SHALL CONFORM TO ASTM SUPER-T GIRDER PRECAST BRIDGE DECK SLAB OF THE STAY CABLE BRIDGE, PYLON LEG & CROSSBEAM C35 18-47 PRESTRESSING BAR {CYLINDER SPECIMEN, 15 CM DIAMETER, 30CM HEIGHT} 250 (MPa) 11.2 LOCATION OF ERECTIONISECTION WELD SHALL GENERALLY NOT BE CHANGED IF A CHANGE OF LOCATION IS REQUIRED, THIS SHALL BE APPROVED BY ENGINEER § PRESTRESSING STEEL _ 6.1 NOMINAL DIAMETER YEILD AND TENSIL STRENGTH OF PRESTRESSING STEEL ARE SPECIFIED AS FOLLOWS: TPE DIAMETER YIELD STRENGTH TENSILE STRENGTH ELASTIC MODULUS (MM) (MPa) (MPa) (MPa) PRESTRESSING STRAND 182 1870 1860 197000 CONCRETE C40 MINIMUM YIELD STRENGTH ANSUAASHTO/AWS BRIDGE WELDING CODE D1.5 THAN 40 TIMES BAR DIAMETER 1000 DWT FOR ANCHOR PIERS AND APPROACH PIERS CLASS 620 11 WELDING 5.8 SPLICES MADE WITH MECHANICAL COUPLERS SHALL BE USED ONLY IF DETAILED ON THE DRAWINGS OR PREVIQUSLY APPROVED BY THE ENGINEER 5.9, WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIAL APPROVAL OF ENGINEER, 5.10 UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE MINIMUM COVER TO ANY REINFORCEMENT SHALL BE IN ACCORDANCE WITH 22 TCN 272 -05, - 5000 DWT FOR PYLONS A709M CLASS 485W 11.1 BASE METAL, WELD METAL AND WELDING DETAILS SHALL CONFORM TO THE REQUIREMENT OF THE LATEST EDITION OF , B) MINIMUM LAP LENGTHS SHALL BE IN ACCORDANCE WITH 22TCN 272-05 LAP LENGTHS FOR CIP PILES SHALL NOT BE LESS - BASIC WIND VELOCITY: VB=38 M/S (BASIC SECOND GUST WIND VELOCITY WITH 100 YEARS RETURN PERIOD) A708M CLASS 345W 485 STRAND ETC., SHALL BE PROPERLY REINFORCED WITH THE ENGINEER APPROVAL -DESIGN VESSEL: AT09M CLASS 345 460 PE :2400KG/M3 + EARTHQUAKE ACCELERATION COEFFICIENT: A=0.144 CLASS 250 | 400 FOR CATCH PIT, SLAB DRAIN, : 2450 KG/M3 3,3, OTHER LOADS CLASS 485W STAY CABLE SHALL BE AS FOLLOW: ~ PLAIN CONCRETE «NUMBER OF LOADING LANES: LANES / DIRECTION CLASS 345W 10 STAY CABLES + REINFORCED CONCRETE + DESIGN VEHICULAR LIVE LOADS: HL-93 CLASS345 92 STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AASHTO/ASTM STANDARD OR SIMILAR (K) 5.5 UNLESS OTHERWISE INDICATED IN THE DRAWINGS, ALL OPENINGS IN CONCRETE, SUCH AS THOSE 3.2 LIVE LOADS M270M MINIMUM TENSLE STRENGTH (MPa} 5.4 STANDARD HOOKS AND MINIMUM BEND DIAMETER SHALL BE iN ACCORDANCE WITH 22TCN-272-05 3.1 DEAD LOADS M270M AT09M SIMILAR ASTM 5.2 REINFORECEMENT IS NOTED IN THE DRAWINGS AS FOLLOWS: XX AA- 88 - CC - DĐ SPECIFICATIONS CLASS 250 | M270M DATE Ae a, ~ KẾT CẤU THÉP - BẤT DAM CHAT M270M CAP 250 KY HIEU AASHTO CONSULTANTS - TU VAN THIET KE DASAN GAM ‹ ; kuniwa’ = [EC EYUNGHUIA Joint Venture of DASAN CONSULTANTS CO,,LTD., KUNHWA ENGINEERING AND CONSULTING CO, LTD ee and PYUNGHWA ENGINEERING CONSULTANTS LTD NAME TÊN - |S'GNATURE| KL UATE NGAY 14.7 NHÀ THẦU PHÁI CUNG CẤP BIỆN PHÁP NGẮN NƯỚC TẠI CÁC MỐI NỔI GIỮA CAC TAM VAN KHUÔN BÚC SAN CUA BE COC, TT UCHEN | Kewire | over DRAWING TITLE - TEN BAN VE , | PAE SangWoon | LEE.Yongdn | CHO.Namchl | VAM CONG BRIDGE / CÂU VÀM CĨNG ayy s sonora @ đy, canara N.c.cáø —caw | near | DERGA, «| DETAILED DESIGN |02z2013| APPROAVAL |_ THIẾT KẾ KỸ THUẬT SIZE! KHỎ GIÁY :A3 SCALE /TỶ LE: AS SHOWN QUY DINH CHUNG GRAWING No’jo / BAN BAN VEVỀ SỐ: SO: 100-024 ALIGNMENT OF BRIDGE MẶT BẰNG HƯỚNG TUYẾN CAU _ TO CAN THỌ _ TO DONG THAP —=————————— SCOPE OF COMPONENT 38 CONNECTING ROAD VAM CONG - CAO LANH PHAM VI HOP PHAN 3B DOAN NOI VAM CONG - CAO LÃNH VAM VONG BRIDGE, L = 2969.40M (SCOPE OF COMPONENT 34} SCOPE OF COMPONENT 38 APPROACH ROAD CAU VAM CONG, L = 2969.40M (PH AM VI HOP PHAN 3A) PHAM VI HOP PHAN 38 INTERSECTION WITH NATIONAL HIGHWAY NO.54 DUONG DAN Dw = § NĨI ¬ = 244272 4: KM?4+147 TA STA KM24+0: #83106 Fy NUT GIAO QUOC LO 54 | ~_———- if GPS4CTD† Al pelo 3.248 ih i i 1H- (| aa Nit at im Ti „ 2.806 v DC-03 ' | tims DC-04°T'2 Osa -⁄2 Ñ i iit ie, i ie Ỷ A GPS01 934 ce , > ⁄ NATIONAL HiGHWAY NO.54 QUỐC LỘ 54 COORDINATE AND ELEVATION-OF CONTROL BẢNG THÓNG P.NAMES COORDINATES - TOA BO TENDIEM POINT TABLE OF CURVE KẾ TOA ĐỘ ĐCC2 VÀ ĐCKT lo TNGRIHNG| BANG THONG ELEVATION Name VmEASINS | TH A D1 R(m) | Tím) 556059530 3.248 DC-01 555911.562 2.806 COORDINATE ¡ 1141690.614 | 555712.225 2.293 BANG 3.547 sỐ | TÊN BIÊM DC-02 DC-03 | 1141546.371 | 558533598 | DC-04 | 1141489.144 | 555369.200 | GPS01 | 1141408.092 | 555321.497 GPS02 | D2 | 177°43'44" 3.685 |12000.0) THONG 2.834 554563.562 2.417 2.182 2.964 DC-07 | 1140015.207 | 554074,422 2.200 GPSSC | 1140454.941 | 554398.713 3.464 3.261 NCT GPS03 | 1140050.413 | 553956.584 2.348 1140246.488 | 554376.611 | 387.87 | Total length 2.67 | 300.00 | 300.00 775.67 AND ELEVATION no] PNAMES | DC-05 | 1140467.799 | 554646.115 DC-06 ¡ 1140099845 | 554244.892 F1 1140496.019 | CONG P(m) | Let (in) | Lect (out)}| |174°16'13.4'|5000.00] 375.23 | 6.78 | 250.00 | 250.00| GPS4C | 1141870.580 | 1141792.746 | PARAMETER SO DUONG : ˆ OF CURVE KE TOA BO ĐƯỜNG CONG GOORDNAISS.TOASO O-NGRTHNGT-YinEES Dt 1141718.830 | 555919.485 NDI 4121992419 | 5561/6.286 TO E1 4141911577 | 4141723.710 | 556003.661 555914761 qc 1141636.092 | 555823.710 —92 ND2 1140146.092 | 1140400.982 | 552115 569 554407.925 TD2 1140204.780 | 554180.982 P2 1140148.139 | 554113:855 750.00 |11214/2243 | 555636652 TC2 | 1140091.990 | 554046.315 NC2 PROJECT NAME - TÊN DỰ ÁN CENTRAL MEKONG DELTA OWNER - CHỦ ĐẦU TỰ MINISTRY OF TRANSPORT (M.O.T) CONNECTIVITY PROJECT (CMDGP) - VIET NAM CUU LONG CoRcoaeniou tor Nwestenn DEVELOPMENT DỰ AN KET NỘI KHU VỰC TRUNG TÂM ĐÔNG BẰNG MÊKÔNG - VIET NAM AND PROJECT MANAGEMENT OF INFRASTRUCTURE TONG CONG TY BAU TU, PHAT TRIEN VA QUẦN LÝ DỰ ÁN HA TANG GIAO THONG CUU LONG CONSULTANTS - TỰ VÂN THIẾT KÉ DASAN aS of Se eee 1139902.994 | 553813.336 TTHỤCHIẾN | CKEMTRA | DUYẾT DRAWING TITLE - TEN BAN VE Raw’ | NGÀY | DIEN GIA DETAILED DESIGN NAME | ou, aveng ign | on,seou | cHo.Namct | YAM CONG BRIDGE/CAU VAM CONG | © [022013] apeRovaL | THIETIKE KY THUAT LTD KUNHWA ENGINEERING AND CONSULTING CO, LTD, ` , SIGNATURE! LẺ TT DATE and PYUNGHWA ENGINEERING CONSULTANTS LTD | Aare ‘ 02/2013 a ⁄ pe 02/2013 [NS rho 02/2013 ALIGNMENT MAT : BẰNG OF HƯỚNG BRIDGE TUYẾN CẦU souls rue ne sou DRAWING No/ ° BAN VE SO: ‘ 100-030 GENERAL ARRANGMENT OF VAM CONG BRIDGE BO TRI CHUNG CAU VAM CONG SCALE 1:10000 TO DONG THAP _TO CAN THO _ PIER No OOOO POOOOS —_ 61 OOS OOOOE BBE i i SCOPE OF COMPONENT 38 (va CONG CA O LANE) Be @ oo L=1099700 APPROACH BRIDGE ON DONG THAP SIDE ; 39700+10@40000=439700 | _2@30000=60000 | NG THAP PROVINCE : |: Âu 210000 450000 L= 400, Di =008 = & sa Se Ge as Sẻ == ow [Be SIEISIEIEIEIEIEIETEiEiiErl E3 E3 Eri EllEÄ Bi Đ] BIBI Em Bì mì BI BỊ | P1-P17- 10 DRILLED PILES D1500 12 GỌC KHOAN NHÔI D800 —- O0 DONG THAP 6S) (3: | L=999700 24@40000+39700=999700 SCOPE OF COMPONENT 38 APPROACH ROAD | L=200 00 Dị=0 03 30% L=80.00 00.01 = 25% ——— uì SST re zs gs i 12 DRILED PRES 01501 | NAVIGATIONAL CLEARANCE ls 8s Ze Fa Padtao fia — | s ị Ị 15% fhouly}: #2 090 EI „ HVE: B74 tt 40) S@OSOEE Ỉ of APPROACH BRIDGE ON CAN THO SIDE ; (°)+44.378m j ‘ | 210000 S4 # i : CABLE STAYED BRIDGE | ¬ e SOS® BOE OVERALL LENGTH OF BRIDGE, L=2969400 MAIN SPAN, L=870000 (COMPOSITE SECTION) | 15@40000=600000 258% - _ : ` | P†-P17 - 10 CỌC KHOAN NHOI 01800 NH 54 INTERSECTION P18~P27 - 12 DRILLED PILES D1800 sả 55 ae _| DRILLED PLES 01500 P18~P27 - 12 COC KHOAN NHỎI D1500 Ge es ae alg mẽ ‘ le z5 wie 27 DRILLED PILES Dt500 27 CQC KHOAN NHÔI 01800 Sie Sig 2ze 4: | P30-P38 - 12 DRILLED PILES 01800 | P39~P53 - 10 DRiLLED PILES D1500 P30~P28 - 12 COC KHOAN NHÒI D1500 ‘ a h GE, L Z2969.40M`¬, G,L=2969.40M) ` \ / ¿ N tA ⁄ SE mm ý lò \ TỒN uy\ f ĐC , “Z i mm 12 0RILED PLES 01508 12 CỌC KHOAN NHÒI D1800 TO CAN THO ay rt > G522 OX,4 39 to ghat! ROY `” xà> ° ¢ && nềboo $ &2 ộ@ @i6 X ” ae MNẹ aK _\ / ‡ LLỦ nak aL TN, Jog ` H_ lộlộ && & &OB FRONT VIEW / MẶT ĐỨNG | LAN CAN TREN (ss4oo) (24) | MIDDLE RAIL (SS400) $ LAN CAN GIỮA (88400) oe LOWER RAIL ($$400) ih -=2 + |# LAN CAN DƯỚI (S9400) $| ak a i i Ú Ú \— -== ị ị $ị ị |$ $| | 800 750 750 700 | UPPER RAIL (S840) | 3000 3000 3000 Tim % CC | | l$ le © J# © $ He \* -=Z Ồ + e Ề í iF | -= am" "1 | SF 18 ta TiMOAIPHANCACH PLAN sỉ | 8g - | ' Ny pỢi _—- {AA A BANG - MAT i 7G ` ÊKÔNG - \ BONG BANG MEKONG ; VIET NAN ` \ ; j | N N ` \ : ae NINH k N Š are ^~ °120 FOR TYPES - LOẠI - LOẠI "80 FOR TYPES 1, GD : + \ À SPAN -NHỊP L at re = ¡SỈ ; VALUES GIATR| | uN | BARRIEERTYPES | LOA NCIS 32M | xc | yo WW | @ |wX | |9 goo | 1800 | 1800 | 900 | te0c | 1900 | 900 } 1800 | 1800 248 BRIDGE CABLE-STAYED NHIP CAU DAY VANG ` DETAIL "B" - CHI TIẾT "B" SCALE 1:20 VAT 20x20MM NOTES: \ ag Lí T at gh es CHITIET “ : wT =P ==c==H =— GHI CHU: NR \ Sị -N- DENOTES NORTH BARRIER, C- DENOTES CENTRAL BARRIER, S- DENOTES SOUTH BARRIER - Ne DAL PHAN CACH PHIA BAC, C- DAI PHAN CÁCH GIỮA, S- DẢI PHÂN CÁCH PHÍA NAM = t ` °— 180x100x5.0 RH8 ` Là, CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)- VIETNAM i pnd N ON 180x100x5.0 RHS — HAUNCH 20x20MM ⁄ DETAIL SE j DETAIL "A' SCZ CHITIET "AY PROJECT NAME - TEN DỰ ÁN DỰ ÁN KÉT NÓI KHU VỰC TRUNG TAM \ | s| gee | FEEIET i : V4 | SN , ˆ : ˆ DATA MEDIAN STRIP - THONG SO DAI PHAN CACH Gt NNN VY “uN moa \ PRECAST BARRIER TYPE 2, - DẢI PHÂN CÁCH ĐÚC SẴN LOẠI 2, _ SCALE 1:50 SECTION D-D - MAT CAT D-D ELEVATION - MAT CHINH oe 4000 (TYPE 2,3 -LON2 3) 80,160.8090 90_ = = mm" ji CENTER LINE OF BARRIER: 20 \ Ny i TIM TRỤ DETAIL "A" - CHI TIET "A" SCALE 1:20 TÌM ƠNG THỐT NƯỚC „100,1 eta I ——— N RN pO HAUNGH2020MM *——_285VẤT 20x20MM | tf te——— CENTER LINE OF PIER Q OF DRAIN 80 160,80; 30 90_ 4000 (TYPE - LOẠI 1) i FT _CAST-IN SITU SECTION TYPE MAT CATLOAL3ĐÓ TẠI CHỖ OR TYPE PRECAST BARRIER TYPE DẢI PHÂN CÁCH ĐÚC SẴN LOẠI HOẶC LOẠI L rT 2 © 80 TAI CHO xs! XS) x! | T CENTER LINE OF PIER = TIM TRU SECTION TYPE _` MẬT CẮT LOẠI ¡ an ¬M © _CAST-IN SITU SECTION TYPE {MAT CAT LOẠI BO TAI CHO CAST-IN SITU | tông DẢI PHÂN CÁCH PHÍA NAM| | j SCALE 1:50 CAST-IN SITU SECTION TYPE _ MAT CAT LOẠI ĐÓ TAI CHO ea Ss 10 mm MORTAR PAD VỮA TẠO PHANG 10 mm SECTION B-B - MẶT CẮT B-B = jos LOCATION OF INSTALL LIGHTING POLE TRI LAP ĐẠT TRỤ ĐẾN NW more ! xe xe LOAI HOAC LOAI3 ị L L——— CAST-IN SITU SECTION TYPE T———.—- 7N *—10 mm MORTAR PAD VỮA TAO PHANG 10 mm * 10mm MORTAR PAD VỮA TẠO PHÁNG 10 mm MẬT CÁT LOẠI ĐÓ TẠI CHO i| DAI PHAN CÁCH ĐÚC SẴN HUC SAN LOA! l CAST-IN SITU SECTION TYPE { : |7 SOUTH BARRIER ị ~~~ | _K§8— —-.— —8- | t |Li i Lo ——— — Sse i Ị + \ = aN mu aN MU DJ = ~~ ~— xe’ xe : † † - mm | LOẠI DẢI PHÂN CÁCH ĐÙC SẴN LOẠI› HOẶCnhi, DÀI HN eekgue eh OAT: | N N PRECAST BARRIER TYPE OR TYPE | BARRIER ———~ CENTRAL DẢI PHÂN CÁCH GIỮA cử ` K§ệ§ \ \ 7] | oI BÃI PHẪN CÁCH TIM CAU LOẠI HOẶC LOẠI _† PRECAST BARRIER TYPE — ORTYPE3 ee BARRIER OF BRIDGE DAI PHAN CÁCH BUC SAN i 3N, at 3N, ow _y PRECAST BARRIER TYPE ORTYPE3 —- — AT PIER P29 TẠITRỤ P29 _—_ Ị 870000 177 PRECAST BARRIERS PER SPAN - 177 DAI PHAN CACH BUC SAN TRÊN NHỊP ! T BHẦn CÁCH PHÍA BÁC, (B) SCALE 1:200 A AT PIER P28 TẠI TRỤ P28 SECTION A-A - MAT CAT A-A SCALE 1.50 CHI TIẾT DẢI PHÂN CÁCH CHO NHỊP CAU DAY VANG -BARRIERS LAYOUT - BĨ TRÍ DẢI PHÂN CÁCH OWNER - CHU ĐẦU TỪ Mee MIAO ene VAN ao) FOR INVESTMENT, ' DEVELOPMENT | ou) ong CORPORATION ES! ' INFRASTRUCTURE AND PROJECT MANAGEMENT OF TĨNG CƠNG TY ĐÀU TƯ, PHÁT TRIÊN VÀ QUẦN LÝ DỰ AN HA TANG GIAO THONG CU'U LONG PREPAREDBY | CONSULTANTS - TU VAN THIET KE ee) _Ấ DASAN TFS] ( FDASAN doioint tVent ¿ Venture o "O LTD KUNHWA EN GINEERING AND CONSULTING CO., LTD oe ew IRA | DUYET REVNop OMY | OENGAD | DETAILED DESIGN DRAWING TITLE - TEN BAN VE ; NAME | sạc sangweon | LEE.Yogin | cHO.Mamchul | VAM CONG BRIDGE / CAU VAM CONG ETA fC ˆ |SIENATUR ATURE BARRIER DETAILS FOR CABLE STAYED BRIDGE (1/1) N.C Ch.e-| ñ\#⁄‡L cao Ky | OW mm and PYUNGHWA ENGINEERING CONSULTANTS LTD | qeày | 02205 02/2013 œøø WAN CA HD CAL DAY VA | (HITẾTDÀIPHẢN GACH CHONHÍP CAU DAY VANGII" |022013| APPROVAL THIET KE KY THUAT oa rte neste SCALE /TY LE: AS — SHOWN DRAWING No/ BAN VE SO: 139-020 PRECAST BA02-D16-150 SSS SL SSS ES Ta Sas ASL SSL |— ! 4000 BARRIER TYPE — | | ị a —- 300 _ BA02-D16-150 — | ` \ ee i —————— BA04-D16 —! L_ BA04-D16 _ — \ TH ị Ì_BA04-D18 : x ee FRO OE ‘ot PROTRUDING FROM pE0K A8 AB THÉP CHỜ TỪ DẢI PHÂN CÁCH BUC SAN| | — BA03-016 Ị | SECTION F-F - MẶT CẮT F-F > © PROTRUDING PRECAST BARRIER REINF + | — sAepte— _ [8É[a ——T Bỉ ofa J} Z Ay —vị “| EXPANSION JOINT \ HE KHE CO GIAN Re ONS = S SNN¿V ị 5S s ——*—BA0I- D16 v a” Ty» ` === ` EXPANSION JOINT / KHE CO GAN ———~! „ 8g làm L_BA02a-D16 PROTRUDING PRECAST BARRIER REINF “THÉP CHỜ TỪ DAI PHAN CÁCH ĐỨC SAN CHỜ TỪ DAI PHAN CACH BUC SAN /Tữ BA01-D16-150 EF 40COVER | 40COVER PROTRUDING FROM DECK SLAB | (TYPE 2, 3- LOA! 2, 3) PROTRUDING PRECAST BARRIER REINF BA02:D16-150 Sapo oa CaaS _—BA04-D16 SECTION F-F - MẶT CẮT F-F (TYPE - LOẠI 1) TT SiT mm MAT CAT C-C A022.016-150 ị ——— \ al i : ELEVATION - MẶT ĐỨNG SECTION C-C be / —— Ñ: “TỶ MẶT CẮT ĐỎ TẠI CHỖ CHO ĐÓT CUÓI NHỊP LOẠI 1, & " SECTION D-D - MẶT CẮT D-D [_ BA03-D16 r— BA03-D16 i ‘ | i | Ũ tí SCALE 1:50 J he o— 12 BA01-016 CAST-IN SITU SECTION FOR OR END OF DECK TYPES 1,2 &3 —BA01-D16 Peet T BADM-D16 —] B-B id Jt OWNER - CHU DAU TU THÔNG V nw` TÀI +, & ị i rrp SCALE 1:20 ị | " | S: | ! 1|) SECTION A-A - MAT CAT A-A | ! | _- d | † is SSS = —————————— | {)) † iif bry SPAN TYPE - NHỊP LOẠI SPANS 7, 8, 18, 19, 28, 29, 37, 38, 46 & 47 SIMILAR CAC NHIP 7, 8, 18, 19, 28, 29, 37, 38, 46 & 47 TƯƠNG TỰ ! | =7? |i | ị ị ị ị SUPER-T GIRDER— „ DÀM SUPER-T CHO LOẠI | BS — | =T 8OWE§ i ALLS DECK SLAB CONCRETE Z7 mA —PA0201201%0ẢA NV ị TYPE ONLY a |1 Pas 180 CONNECTIVITY PROJECT (CMDCP) - VIET NAM TAM DU AN KET i NÓI KHU VỰC3 TRUNG VIET ON ‘8 ¡_ | BÉ TÔNG ASPHALT ⁄ ‘ PROJECT NAME - TEN DY AN CENTRAL MEKONG DELTA 7i AASPHALT CONCRETE Ke aN WL, 2gS Sy TT ‡ Nà R Sẽ i \ ⁄ YAW INN NaN N L i L + L TYẾE LOẠI 4, L52495 ' 300 wi S PHAN BO TAI CHO 300 _ ⁄⁄8 i L i tded i| ˆˆ_TYPE - LOẠI 1, L=1990 TYPE - LOẠI 2, L=1895 - LOẠINà,3, L=1095 TYPE = = a 200, : SCALE 1:20 SCALE 1:20 t Ễ i L T1 CAST IN SITU PARAPETS TYPE (BOTH SIDES) ˆ › GỞ CHÀN ĐÚC TẠI CHỖ LOẠI (HAI BÊN) | | PRECAST PARAPET - GO’ CHAN DUC SAN DETAIL OF PARAPET - CHI TIẾT GỜ CHĂN GO’ CHAN BUC SAN ++ SPAN TYPE - NHỊP LOẠI SPANS 2, 3, 4, 5, 6, 9, 10, 11, 14, 15, 16, 17, 20, 21, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 34, 35, 36, 39, 40, 41, 42, 43, 44, 45, 48, 49, 50, 51 & 52 SIMILAR CÁC NHỊP 2, 3, 4, 5, 8, 9, 10, 11, 14, 15, 16, 17, 20, 21, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 34, 35, 36, 39, 40, 41, 42, 43, 44, 45, 48, 49, 50, 51 & 62 TƯƠNG TỰ SPAN TYPE - NHIP LOAI SPANS & 53 SIMILAR CÁC NHỊP & 53 TƯƠNG TỰ L rT |L Ei 30000 | ==== GO! CHAN DUC SAN LOAI 4, L=2495 I + i | A | ey! PRECAST PARAPET TYPE 4,=2495 | ï ; i † Paryty 18 GỠ CHẮN BUC SAN LOAI CACH KHOANG 2000 = 36000 (HAI BEN) ‘ tìvđ : 5400| ||} | 48 PRECAST PARAPETS TYPE AT 2000 cle = 36000 (BOTH SIDES) {1 | tế gỊe ale 28 ©† 1ø pRECAST PARAPETS TYPE AT 2000 cíc = 30000 (BOTH SIDES) 15 GO CHAN BUC SAN LOAI CACH KHOANG 2000 = 30000 (HAI BEN) 298, SEES = 22 = EL | FOR SPAN - CHO NHIP 28 & 29 - 34500 SS + l i i CAST IN SITU PARAPETS TYPE (BOTH SIDES) * ` : › GO CHAN BUC TAI CHO LOAI (HAI BEN) h bred | | | wt manninaaassnilinn I i + L FOR SPAN - CHO NHIP 7, 8, 17, 18, 37, 38, 46 & 47 - 39900 rey i [ LÍ R i + i L T1 I + { I J ip a E Bile a Ie Hắc † | | PRECAST PARAPET TYPE 2, L=1895_ |fs Ễ 121% L=1895 GO CHAN BUC SAN LOAI2, 19 PRECAST PARAPETS TYPE AT 2000 cíc = 38000 (BOTH SIDES) 19 GO CHAN BUC SẴN LOẠI CÁCH KHOẢNG 2000 = 38000 (HAI BÊN) LÍ brit) ti, iS az > i | + † Sle a ge “F | | sỉ N i † “he 1} | r8 ` tt rit I | ! Vy ee eee 2S † i | z ` °| 20 PRECAST PARAPETS TYPE AT 2000 cic = 40000 (BOTH SIDES) 20 GỠ CHÁN ĐỤC SẴN LOẠI CÁCH KHOẢNG 2000 = 40000 (HAI BEN) file ani #5 ¬ wis Ws wis il a= Si 39100 I i L jf I + Go ae CAST IN SITU PARAPETS TYPE (BOTH SIDES) > GO CHAN BUC TAL CHO LOAI (HAI BEN) : ¡SỈ > i i i i ] + SCALE :1500 Be ae N c Che — 02/2013 PARAPETS, , DETAILS BRIDGE APPROACH FOR > ‘ : ‘ CHI TIET GO CHAN CHO PHAN CAU x DAN DATE [022018] BIEN GIA DESCRIPTION APPRONAG DETAILED DESIGN THIET KE KY THUAT: ras SCALE /TYves LE: asAS SHOWN DRAWING Nol BAN VỀ SỐ: 133-030 BARRIERS, DETAILS FOR APPROACH BRIDGE CHI TIET DAI PHAN CACH CHO PHAN CAU DAN BARRIERS LAYOUT - BO TR! DAI PHAN CACH P ————~ AT AT PIERS P7, P18, P38 & P47 TẠI TRỤ P7, P18, P ma" SCALE 1:200 xu SPAN - NHIP NORTH : BARRIER ——— SECTION A-A - MẶT CẮT A-A SCALE 1-50 LEAVE PIERS Tal VỊ TRÍ TRỤ CỊN LẠI (6) PRECAST BARRIERS PER SPAN - (6) DAl PHAN CACH BUC SAN TREN NHIP | + YN mm XN on N aa cae 3M aX mm -~ \ = i ` P1 m ri ` “ ~ N DAI PHAN CACH BUC SAN || X Ff I PRECAST BARRIER TYPE (SPANS 1-28) CENTRALBARRIER ——— DAI PHAN CÁCH GIỮA : | ' PRECAST BARRIER TYPE1 DAI PHAN CACH BUC SAN LOAI | ' CENTER LINE w | | A xe we | -_ OFBRIDGE | ¬ -Ì-._.Muy———————- a TMCAU TS ĐR —— ——_z NÊN ——————— i CAST-IN SITU SECTION TYPE 1A (LOCATION OF INSTALL LIGHTING POLE) C xe, i : — | DAI PHAN CACH PHIA NAM! i — i ys ol ¿ XS" i Ea | = XS! | f , Ws a i / | CENTER LINE OF PIER —~! MẬT CẮT LOẠI ĐÓ TẠI CHỖ mm | L L a a x6! oe L PRECAST ị mm a S' i I ¿ i BARRIER TYPE PHAN i i ¿ | “pA LOẠI OR END OF DECK TOTO MAT i=} - 2, TYPE BARRIER PRECAST - SCALE 1-20 CAT C-C - MAT ĐÚC Ầ CÁCH CENTER LINE OF BARRIER GACH Ð Ì TIMDAIPHAN = | ¡ L8 ; PLAN - MAT BANGDETAIL"A" Z2 TT He ⁄ CHÍ TIẾT "A" : T x\ ¬ = SO PROJECT NAME - TEN DU’ AN \ ¬ ae ‘ ° CENTRAL MEKONG DELTA CONNECTIVITY PROJECT ( (CMDCP) ) - VIET NAM A aan VAN A - >> s, * TH” X < D-D - MAT 500 CAT D-D DETAIL "8" ; CHÍ TIẾT "8" ca UN N XQ at NAN, te oa XN , at a* “YN X Ow NN ` “ 00 A ⁄ DETAIL "Be ị \ ` CHI —— ae : 40 if | TIẾT nee fis ce’ — ga T8 ¬‘ gl = : ae ap ae] cm ye tự _ _ He |Z | S913 soo | sco | aco | soo | 500 | 800 | soo | so 2-8 2/1/2003 goo | 950 | 850 | goo | 850 | 850 | 900 | 850 | 850 2/1/2003 800 | 600 | sco | 800 | 600 | goo | 800 | 800 | 600 8-11 2/1/2003 900 | #60 | 850 | goo | 860 | 850 | 900 | 850 | 880 750 | 90 | 70 | 730 | 900 | 760 | 780 12-13 2/1/2003 909 | 730 | 14-17 2/1/2008 900 | aso | sso | goo | 860 | 850 | S00 | 660 | 860 18 2/2003 800 | 600 | sco | 800 | 600 | 800 | 800 | 809 | 800 19-27 2203 | 909 | 860 | 860 | 900 | 880 | 860 | 900 | 850 | 860 28-29 21/208 1580 1590 900 900 1590 1590 900 15900 4590 850 | 900 | 80 | 880 2/1/2003 goo | 860 | 850 | 900 | 860 | 38 2/1/2003 goo | 600 | 600 | 800 | 600 | 800 | 800 | 600 | 600 39-46 2/1/2003 90 | a50 | 850 | goo | #60 | 850 | 300 | 850 | 880 47 2/1/2003 800 600 600 800 600 600 800 600 600 48-52 21/2003 900 | 860 | 860 | 900 | 660 | 850 | 900 | 850 | 850 53 2/1/2003 800 | 500 | 500 | 800 | 500 | 500 | 800 | S00 | 509 \R: NOTES: ier | - THE NUMBER = caw soo | \ ——— 40 T YN SO DAI PHAN CACH 2/1/2008 ` _\`WI * ‘tT toatncs | Nj 30-37 SCALE 1:20 £ : HAUNCH 20x20MM VAT 20x20MM 50 ị _ YAMS VN ÁN: N ` N "120 FOR TYPES2-LOẠI2 °60 FOR TYPES - LOẠI ( i — IN ( .) IS U (IB PANS 12 & USED FOR SPAN 13 - N- DENOTES NORTH BARRIER, C- DENOTES CENTRAL BARRIER, $- DENOTES SOUTH BARRIER , GHI CHỦ: + - DAU TRONG NGOAC ( ) SỬ DỤNG CHO NHIP 12 & 13 ` —— 180x100x6.0I RHS gu ~ N- DẢI PHÂN CÁCH PHÍA BÁC, C- DẢI PHÂN CÁCH GIỮA, S- DẢI PHÂN CÁCH PHÍA NAM ¬ An YALA ‘ ¬ it | = esq ~ inwoh | ¬ pa tk ; ‘‹ | ị | | fo 20x20MM N DU ` VÁT 20x20MM 255 m—— 90 Ì80 160.80 | 30 ị SST L < LOAI 2, SAN SECTION === od 15010060 RHS — CHINH ị | ị : SCALE 1:50 4000 (TYPE 2, - LOẠI 2, 3) = boa 20 \ OF DRAIN | ELEVATION H t si 8 i R259 Ñ; cT— ECTTEEEEEEEEEEEEEEELIEEEETEEEEESEEEETEEEEEEEEEEEEEE=red a PHÂN — GIÁ TRy | BARRIER TYPES SPAN - NHIP DETAIL "A" - CHÍ TIẾT "A" = DẢIA DATA MEDIAN STRIP - THONG LINE OF PIER Lene |CAST-IN SITU SECTION TYPE CC SECTION CHINH - MAT ELEVATION SAN ¡ MẬT CẮT LOẠI ĐÓ TAL CHO TRANSPORT MINISTRY BO GIAOOF THONG VAN a(M.O.T) ` CUU LONG CORPORATION FOR INVESTMENT, DEVELOPMENT AND PROJECT MANAGEMENT OF INFRA CÔNG CÔNG TY ĐAU SƠ BHAT SIENA ' QUẦN LÝ DỰ ÁN HA TANG GIAO THONG CLFU LONG CONSULTANTS - TU VAN THIET KE ý DASAN If] — Joint Venture of DASAN Z CONSULTANTS — CO LTD KUNHWA ENGINEERING AND CONSULTING CO., LTD ' and PYUNGHWA ENGINEERING CONSULTANTS LTD THỰC HIẾN PREPARED x NAME KIÊM TRÀ CHECKED BY BY mover DRAWING TITLE - TEN BAN VE APPRO “an | NGAY | REV = Ten | PARK,Soo Young | LEE.Yengjn | CHO, Namchul | VAM CONG BRIDGE / CAU VAM CONG SIGNATURE CHỮ KÝ DATE NGAY HPC 02/2013 ñ By + 9212013 Nc BARRIERS, DETAILS CCA 02/2013 FOR APPROACH BRIDGE (1/2) x a i * * x CHI TIET DAI PHAN CACH CHO PHAN CAU DAN (1/2) [2 N DATE [922018] DIENGIAI DESCRIPTION APPROVAY DETALED DESIGN THIET KE KY THUAT paw on SCALE /TY LE: AS SHOWN DRAWING No/ BAN VE &0: 133-040 PRECAST BARRIERS, DETAILS FOR APPROACH BRIDGE CHI TIET DAi PHAN CACH CHO PHAN CAU DAN BARRIER TYPE PH ÂN CÁCH ĐÚC SAN LOAI SCALE 1:50 DAI SECTION A-A - MẶT CẮT A-A ELEVATION - MAT DUNG BA01-D16-180 EF —— BA02-016-150 —¬ 400 — — 27 BA03-018-150 27 BA02-D16-150 — — BA^01-D16-150 EF BA02-D16-150 — THEP CHO TU DAI PHAN CACH BUC SAN ˆ _———— CT = SS nis ote mâu sey ne SE Se Tra mm seCOVER PROTRUDING FROM DECK SLAB | PRECAST BARRIER TYPE 2, DAI PHAN CACH BUC SAN LOAI 2, Sa [BO BA02-D16 \-—-e-— 12 BAN1-D16 < Er PROTRUDING PRECAST BARRIER REINF “THÉP CHỜ TỪ DAI PHAN CACH BUC SAN Lees wee ee el : — BA03-D16-150 E-E - MẶT CẮT E-E (TYPE 2, - LOẠI 2,3) PROTRUDING PRECAST BARRIER REINF THEP CHO TU DAL PHAN CACH BUC SAN + pate † (TYPE - LOẠI 1) PROTRUDING PRECAST3T BARRIER BARRIER REINF _PROTRUDING “THÉP CHỜ TU DAI PHAN CACH BUC SAN PROTRUDING PRECAST BARRIER REINF SECTION E-E - MẶT CẮT E-E SECTION - MẶT ĐỨNG ELEVATION ® 400, CAST-IN SITU SECTION TYPES 1,2 &3 MAT CÁT ĐỒ TẠI CHỖ LOẠI 1, & SCALE 1:60 \ a TỈ te : _— , 40 COVER — PROTRUDING OTRUDING FROM DECK SLAB: ; THEP CHO TU BAN MATCAU ~ THÉP CHỜ TU BANMATCAU — iS —' oe : PROTRUDING FROM DECK SLAB / THÉP CHỜ TỪ BAN MAT CAU —~ : SCALE 1:50 SECTION B-B MẶT CẮT B-B ELEVATION - MAT DUNG 11BA02-D18-180` | 1-400 _ ị : i | ị SBA01-D18-I80EF | | wt Ị pay in BA04-D16 —Ì BAO4-DIG — | ! CẮT tr re Bsr PROTRUDING PRECAST BARRIER REINF THÉP CHỜ TỪ DẢI PHÂN CÁCH DUC SAN| — BA03-D16 —i~— HN iHint iHwl ry aN yuu quai wu uaue un a h att inte IIfilf CU TRAM - L = 4M, 25 CAY/M? —= ti —) - IIHl HHHH HH GEOTEXTILE — -nr==- —-] TC i Ì HH Ì TH atl II II wt a mi tet mitt ‘tun HH ail n IIIHf IIH† in ant IIIIIl TIMBER PILES - L = 4M, Dmin(4.5+5)CM, 25 PILES/M? CU TRAM - L = 4M, 25 CÂY/M? VAI ĐỊA KỸ THUẬT | | | TIMBER PILES - L = 4M, Dmin(4.5+5)CM, 25 PILES/M? Tư nn ran HAN 4909 MUU nnn —P TM COORDINATES TABLE BANG TOA DO 250 16298 9881 5917 SECTION C-C - MAT CAT C-C SCALE 1:275 szln 23300 500 00 12898 60g 500.5917 6481 NAME | X'(MM) | Y*(MM) | NAME | X'(MM) | Y*(MM) | | NAME | X(MM) | Y(MM) | NAME | X(MM) | Y (MM) : mm T600 : gi 7500 250 - r œ1 an '| , Zis 2/6 H I Ris il a ag g5 Bò 5S = wit R- ele a | án i 5364 2ï44 16298 5364 2744 12898 # 2931 4448 tự 651 | 438 2931 4448 10 1244 | 389 3, 5000 it 42609 7923 5000 11 10857 7367 g 5989 2692 8759 10424 7ã | 1087 409 | 508 13 M89 | 2828 6842 ` | vỐ | i A 5 5089 2692 12 11121 12361 2629 6842 14 arog | 509 1a 4“ | t9 12361 { I a s _ sS - ——_— ,„ABUTMEMT(MƠ + = - Š ——— §+ —————+ 22 22⁄2 aig NOTES: - THIS DRAWING IS USED FOR ABUTMENT A2 - QUANTITY OF SLOPE PROTECTION IS NOT INCLUDING HIGHWAY STRUCTURE GHI CHỦ: _ - BẢN VỀ NÀY CHÍ SỬ DỤNG CHO MƠ A2 - KHĨI LƯỢNG TỬ NĨN CHƯA BAO GỊM PHÀN KÉT CÁU ĐƯỜNG PROJECT NAME ~ TÊN DỰ x AN CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)- VIETNAM DỰ ÁN KET i NOI KHUỆ VỰC ` TRUNG TÂM BONG BANG MEKONG - VIET NAM OWNER _ ~ CHỦ > x DAU TƯ THÔNG VĂN wo) | 3111 oG CORPORATION FOR INVESTMENT, ,DEVE DEVELOPMENT| AND PROJECT MANAGEMENT OF INFRASTRUCTURE TONG CONG TY BAU TU, PHAT TRIEN VA QUAN LY DU AN HA TANG GIAO THONG CL'U LONG CONSULTANTS | DASAN Joint oint Venture ofo Venture - TƯ ~a VẤN THIẾT KE a DASAN SONSULTANTS co „LTD LTD PREPARED BY THỰC HIỆN CHECKED BY KIEM TRA APPROVED DUYET BY DRAWING TITLE ^ ~ TEN BẢN VE = REV Ni LẦN ° Tên | PARK, S00 Young | LEE,Yongvin | CHO.Namchul | VAM CONG BRIDGE / CÀU VÀM CÓNG | °_ AME |sienature ATUE nh | nti ENGINEERING AND CONSULTING CO.,LTD _——— APRS | NBL | N.c.Chs| SLOPE PROTECTION óc Nó ” ‘ and PYUNGHWA ENGINEERING CONSULTANTS LTD | PAE | s22 02/2013 q22013 BẢO VỆ MÁI DĨC MƠ (2/3) DATE NGAY J8, DESCRIPTION DIÊN GIẢI cư MET KEI THIET KE m tua KY THU SCALE/TỶ LỆ: " A8 SHOWN DRAWING No/ BAN VE SO: , 133 - 061 SLOPE PROTECTION OF ABUTMENT BAO VE MAI DOC MO CHI TIET LAT GACH TRONG CO MAI TALUY DETAIL LAY BRICKS SOD COVER TALUY COMPONENT PERFORATED BRICK CAU TAO GACH LO SCALE 1.50 SCALE 1:10 ALTITUDE BALLAST SHOULDER CB VAI DUONG COVER FILLING CLOTHING TALUY THICK 1M BAT DINH BOC TALUY DAY 1M —-~—— LAY BRICKS COVER TALUY BOS OP GACH MAIA TALUYN— — ONG PVC 050-@2000, L = 3000 _ : _!_ =, ị D50 PVC ue ooo ‘ Lz3000 `N 400 | cv) a ý 10 — 40 30 OME 2% LLL cÝ⁄ WE BOM LE "Ÿ ⁄⁄⁄ y or ⁄ KE ⁄ oe a ;p Pd —_ ye — ì of Xs 0) CONCRETE C20 yO? sg ei CUTOFF DIKEC20 _ BE TONG C20 RR “f° CHÂNKHAYG20 E ĩ TT REINFORCEMENT @6 , GÓT THÉP Ø6 a lo “ MORTARCIB — TRATVUAXMCIO | T0_ 30 40 TT ~ — BANK BACKGROUND DAP DAT NEN DUONG 2808 OE ROTOR X Ấ KÝ i BLINDING CONCRETE C10 =4 ¡ BE TONG LOT C10 oe KỊ ol —T 8) mã 50 | 50! TIMBER PILES - L= 4M, Dmin(4.5:5)CM, 25 PILES/MP t | CU? TRAM - L = 4M, 25 CAY/M? 1 SECTION CONCRETE C20 BE TONG C20 D-D - MAT CAT D-D SCALE 1:10 ; REINFORCEMENT @ CÓT THÉP Ø : TTTTTTTTTTTTTErI “° “11 | ⁄⁄ DETAIL BRICK-FACED DETAIL PVC PILE £ CHI TIẾT ÓP GẠCH SCALE 1:20 - , 1} L40 |30! R i CHI TIẾT ƠNG THỐT NƯỚC SCALE 1:78 70! | i | i bod bó 260 2! tf T t 70 : 400 | PAE bite a : _—— $00 ˆ TRONG CO I DETAIL "8" CHITIET "8" See ee : DETAIL Daa DETAIL CUTOFF GEOTEXTILE VAI BIA KY THUAT x SCALE 1:50 600 ye “B CHI TIẾT "B" SCALE 1:20 _ 200 T, 200 | *⁄ A fry se 2” DIKE CHI TIET CHAN KHAY ; T 3: Ty CLOG BY MORTAR C10 BITKIN BANG VUA C10 › BRICK-FACED ‘LAT GACH 4S CUTOFF DIKE C20 “ TIMBER PILES -L=am || CỬ TRÁM - L = 4M „ \ “2 Xà _ | Ll | CHÁNKHAY C20 "BLINDING CONCRETE C10 ——— BE TONG LOT C10 >< `_AIR-GAP AMPLIFY 5-10MM KHE HỞ MỞ RỘNG 5-10MM PROJECT NAME - TEN DU’ AN CENTRAL MEKONG DELTA (CMDCP) - VIET NAM CONNECTIVITY PROJECT - CUU LONG CORPORATION FOR INVESTMENT, DEVELOPMENT BONG BANG MEKONG - VIET NAM QUAN LY DU AN HA TANG GIAO THONG CLI LONG > : DỰ : AN KET i NÓI KHUÊ VỰC TRUNG TÂM OWNER - CHU BAU MINISTRY OF TRANSPORT BỘ GIAO THONG VAN R > TU’ : (M.O.T) TAI CONSULTANTS - TU VAN THIET KE yy DASAN Ss mem (pec icant Gisehatt + Joint Venture of DASAN CONSULTANTS CO.,LTD, AND PROJECT MANAGEMENT OF INFRASTRUCTURE |i wtiwa ENGINEERING AND CONSULTING CO., LTD , TONG CONG TY DAU TU, PHAT TRIEN VA vo ‘ nos -— TTHƯCHIEN | -KIEMTRA | DUVET DRAWING TITLE - TEN BAN VE TA NG| pave | DESCRIEMG : MEN | PARK, Soo Young ] LEE, YongJin | CHO, Namchol | VAM CONG BRIDGE /CAU VAM CONG | |92203| APPROVAL € |siGnature _—— and PYUNGHWA ENGINEERING CONSULTANTS LTD | R&S 3} P z 02/2013 3% ñ Š vị 02/2013 Y NC rhs 02/2013 = SLOPE PROTECTION N MS BAO VE MAI DOC MO (3/3) =~ REV N nae \ DATE DESCRIPTION DETAILED DESIGN THIET KE KY THUAT SIZE/ KHÔ GIẦY : A3 SCALE /TY LE: AS SHOWN DRAWING No/ BAN VỀ SỐ: mm 133 - 062 RIVER BANK PROTECTION KÈ GIA CÓ BỜ SÔNG RIVER BANK PROTECTION AT DONG THAP MẠT BẰNG KÈ GIA CĨ BỜ SƠNG PHÍA DONG THAP SCALE 1:450 102850 DETAIL "A" CHI TIET "A" PRECAST CONCRETE BLOCK, C20, (100X100X15)CM © _ REINFORCEMENT COCRETE BEAM C10 (30X45)CM : DAM GIA CUONG MAI BTCT C10 (30X45)CM | TAM BTCT BUC SAN, C20, (100X100X15]CM STONE MASONRY C10 “TUNG DA XAY VUA C10 CONCRETE C20 BE TONG C20 oe an Ta nà a ELE E ‘EY 8Ot có vu v ƠNG: IP RR SN Ni OP {eee TẾ IR —r—— TS TT TM SE ri NT i I HÌ TT i T TT TT TT ea I AIOE ITT EE oer a5, “ CHÍ TIẾT "8" oy XS fre ogg TT TIFT III IT PT IP TBI DTI ATTEN TK : TT ee 5000 Ci Hl} — 15000 ar EL ¬ DETAIL"B~ He “300 HH US " TH He 15000 rnannnaannnnmrinn IE na i i i i i i i i : ï —~ RRNNR ị ter N SS, 19085 fait fe tig is s TT TT TY TT a ị N' | } _ TT = ĩ Tt T Tá —— : | _ ROCK CHIPS LAYER 0.5X2X5 | 4820 | THÂM ĐÁ 0.5X2X5 ĐÁ HỘC XÂY C10 136030 ` | | _STONE MASONRY C10 H 800 ' 1800 ! | 143250 GENERAL LAYOUT EMBANKMENT CONSTRUCTION SITE AT DONG VI TRI KE GIA CO CONG TRUONG PHIA DONG THAP THAP CAT NGANG CHI TIET KE | SCALE 1:1500 EMBANKMENT SECTION CROSS DETAILS SCALE 1:150 CONSTRUCTION YARD STRUCTURE_ KET CAU MAT BANG CONG TRUONG STONE MASONRY C10 —_⁄ 500 500 rd 15 le L_— c7 1350 ¬ Sie Pes PRECAST CONCRETE BLOCK, C20, (100X100X15)CM [` TAM BTCT BUC SAN, C20, (100X100X15}CM || BLINDING AGGREGATE 15CM | BADAM DAY 15CM _—_ CONCRETE G20 | | GEOTEXTILE LAYER BE TONG C20 |L— BLINDING CONCRETE 10CM BLINDING CONCRETE C20, 10CM_ Ì BE TONG LOT DAY C20, 10CM BLINDING AGGREGATE 18CM _ ĐÁ DĂM DÀY 15CM j | BLINDING AGGREGATE 15CM N WOOD PILE L=4.5 M, 16 PILES/ CỪ TRÀM L=4.5 M, 16 CỌC /M? › Và T800, ¡ _ ĐÁ DĂM THOÁT NƯỚC 15CM ị F v REINFORCEMENT COCRETE BEAM C20 (30X45/QM — DAM GIA CƯỜNG MÁI, BTCT C20 (30X45)CM H1% BE TONG LOT DAY 10CM | ; TƯỜNG BÁ XÂY VỮA G10 : / WOOD PILEL=4L=4.5 M, 16 PILES JME CU TRAM $M, 16 COC AR +000 = ị HAWLEY (4, HA wv ị ROCK CHIPS LAYER 5X2X5 THÁM ĐÁ 0.5X2X6 GEOTEXTILE LAYER HANDED RIPRAP VẢI LỌC ĐÁ HỌC XÉP KHAN GEOTEXTILE LAYER VAI LOC | DOUBLE WOOD PILE LOM, PILES, 16 PILESMt ——— " = Bs CU TRAM, COC DONG XEN KHIT, L=48M, 16 CỌC IMF oi : = T2 ` SCALE 1:20 _—_ CONCRETE C10 BE TONG C10 | i La H oo : i BLINDING CONCRETE 10CM | BE TONG LOT DAY 10CM — CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)- VIETNAM DU AN KET NOI KHU VUC TRUNG TAM BONG BANG MEKONG - VIET NAM OWNER - CHU TENA BAU TU a RO GIAO NG VENTAL | uy Lone CORPORATION FOR INVESTMENT zh ' DEVELOPMENT = AND PROJECT MANAGEMENT OF INFRASTRUCTURE TONG CONG TY SAU TU, PHAT TRIEN VA QUẦN LÝ DỰ ÁN HA TANG GIAO THONG CU LONG _ \ “| : SECTION pm nel TỊ BAO TAITAMNHUABUONG E-E - MAT T800 and PYUNGHWA ENGINEERING CONSULTANTS LTD NGAY —— Te d8B0 ` { SCALE 1-150 CAT E-E SECTION "HANDED RIPRAP — ĐÁ HỌC XÉP KHAN s F-F - MAT CAT F-F "n 1950 #===reree = cự STONE MASONRY C10 ˆ ĐÁ HỘC XÂY C10 ——~ S fy | 2400 SL BE TONG LOT DAY 10CM — THucHeN | G —KiemTRA | - DUYET DRAWING ¬ TITLE - TEN2 BAN VE= VU | PARK, Soa Young | LEE, YongJin | CHO.NamChul | VAM CONG BRIDGE / CAU VAM CONG SIGNATURE ATUI ị BLINDING CONCRETE 10CM _ P t “TntV o FDASAN CONSULTANTS CO LTD oint Venture KUNHWA ~ENGINEERING AND CONSULTING CO., ee LTD x i 1900 ị a! \_ BURLAP BATH ASPHALT CONSULTANTS - TU VAN4 THIET KE XS a Am tt a 10806 : " Ñ cá đc) PROJECT NAME - TấN2 D Nk i  YL, Lfaa + ⁄⁄ ⁄⁄ ⁄⁄ ' ⁄⁄2 | i 4070 |i |L 1070 - Si FRANK DETAILS - CHI TIET CHAN KHAY | _BETONG Cio i i | SCALE 1:20 CONCRETE C10 oe, TT 27000 ọ‘ | DETAIL "B" CHI TIẾT "B" DETAIL "A" CHI TIET "A" : mye | oo 02/2013 DNL 02/2019 [N.c.che 02/2013 RIVER BANKCO PROTECTION BO’ SONG (1/2) 72) KE GIA CỒN | NGÀY | Q | 02/2013] ESCRIPT| DIENGIAT APPROVAL = DETAILED DESIGN THIET KE KY THUAT LE: AS SHOWN SCALE g6/TY 6046 No / BAN VEVE SO: D RAWING No/ 133-090 RIVER BANK PROTECTION KE GIA CO BO SONG ARRANGE PLATE PRECAST CONCRETE BLOCK SECTION B-B - MAT CAT B-B SCALE 1:20 13008200 — a KỊ— Tủ @ a & SCALE 1:20 _ - 03-D08-200 ~ - 04-D08 ` Ý I Cue BO TRi THEP TAM BTCT DUC SAN ¬ A > tor mm T5 HH By sỉ = Œ ' ‘ ng 165_| | z : Se 3 3@200=600 1000 220 4040 Litt > 02-D08-250 50} | _—— s ¡ — wok — ol Ì | +—L— 30170 _ le / \ ° À$ le : i ¬ ị | 50 ; ! i — ° PROJECT NAME - TEN DU’ AN CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP) - VIET NAM DYDONG AN KETBANGNOI MEKONG KHU VU'C - TRUNG TAM VIET NAM OWNER - CHỦ ĐẦU TƯ MINISTRY OF TM(M.O.T) T TRANSPORT BO GIAO THONG VAN TÀI CUU LONG CORPORATION FOR INVESTMENT, DEVELOPMENT) AND PROJECT MANAGEMENT OF INFRASTRUCTURE TONG CONG TY DAU TU, PHAT TRIEN VA QUAN LY DỰ AN HA TANG GIAO THÔNG CỬU LONG Seok Ser — 28 ma COT a | i [ert | — 88 | ! = : ~ i CONSULTANTS - TỰ VẤN THIẾT KÉ DASAN TS 092-008-260 — gt 02-008-250 — 01-014 aT Lah ! SCALE 1:20 ị | TRE i D-D - MAT CAT D-D — 01-014 † | — xaa SECTION 02-008-250 — i a ¿ ¡ \ H—02008-250 400 SCALE 1:20 : : —X\ Tt i ị 01-014 À a é mm ti B-B - MAT CAT B-B : s ~ “ a 40 sé ị s vị ¢ 220 " sl * = ot SCALE 1:20 40 = i SECTION C-C - MẶT CẮT C-C ị —— Si ja: i170 30 3@200=600 720 — 01-014 Si | t ¬ SECTION Si | 40 fe ÁN : | 220 s ¬ ZL Z eo zy ị _ | 186 36 SCALE 1:20 30 20300 io ry} | | SECTION A-A - MẶT CẮT A-A 01-D14 t | —— 40 | | INS c ° Qi AT CATCẮT C-C SECTION C-C - MAT o © ew aa ~~ - (Ser nua Joint Venture of DASAN CONSULTANTS CO.,LTD ja wea ENGINEERING AND CONSULTING CO., | LTD, CN TIEESIMIS PANG | and PYUNGHWA ENGINEERING CONSULTANTS LTD Me va, | THƯCHIEN | CKIEMCURA | DUYẾT | PARK,SooYoung | [siowarure) pt pakB -—— DATE NGÀY 02/2013 ` DRAWING TITLE - TEN BAN VE LEE, Yong Jin | cHONamChl | VAM CONG fi m 02/2019 |N.c.che| —02/2013 BRIDGE / CAU VAM CONG RIVER BANK PROTECTION (2/2) A oN OA KẺ GIA CĨ BỜ SƠNG (2/2) REY No] DATE | DESCRIFTION Q | 92/2013} APPROVAL DETAILED DESIGN THIẾT KÉ KỸ THUẬT SIZE/ KHO GIAY SCALE /TY LE: AS SHOWN ORAWING No/ BAN VE aS®: 133-091