set 3 18 h

Y BAN NHN DN THNH PH H NI - HANOI PEOPLES COMMITTEE

BAN D N NG ST TH H NI - HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD (HRB)

BN V THIT K K THUT

TECHNICAL DESIGN DRAWINGS

D N: TUYN NG ST TH TH IM THNH PH H NI, ON NHN GA H NI

PROJECT: HANOI PILOT LIGHT METRO LINE, Section Nhon - Hanoi Railway Station

GI THU: ON I TRN CAO - Tuyn

PACKAGE: ELEVATED SECTION - Line

M S GI THU PACKAGE NUMBER: HPLMLP/CP-01

HNG MC 3: Cu vt Sng Nhu

ITEM: SET 3 Nhue River Bridge

a im: Huyn T Lim, Qun Cu Giy, Qun Ba nh, H Ni

Location: Tu Liem, Cau Giay, Ba Dinh Districts, Ha Noi

PIC-TEC-TRE-WVO-L20-00185-B-3A

Thng 04/2012 - April 2012

Y BAN NHN DN THNH PH H NI - HANOI PEOPLES COMMITTEE

BAN D N NG ST TH H NI - HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD (HRB)

BN V THIT K K THUT

TECHNICAL DESIGN DRAWINGS

D N: TUYN NG ST TH TH IM THNH PH H NI, ON NHN GA H NI

PROJECT: HANOI PILOT LIGHT METRO LINE, Section Nhon - Hanoi Railway Station

GI THU: ON I TRN CAO - Tuyn

PACKAGE: ELEVATED SECTION - Line

M S GI THU PACKAGE NUMBER: HPLMLP/CP-01

HNG MC 3: Cu vt Sng Nhu

ITEM: SET 3 Nhue River Bridge

a im: Huyn T Lim, Qun Cu Giy, Qun Ba nh, H Ni

Location: Tu Liem, Cau Giay, Ba Dinh Districts, Ha Noi

BAN D N NG ST TH H NI

HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

T VN THC HIN D N

PROJECT IMPLEMENTATION CONSULTANT

Thng 04/2012 - April 2012

No / STT Drawing Title 1 Drawing Title 2 Tiu 1 ca bn v Tiu 2 ca bn v Reference No / S tham chiu

1 ELEVATED SECTION - LINE - SET 3 LIST OF DRAWINGS - SHEET 1/2 ON TRN CAO - TP 3 DANH SCH CC BN V - T 1/2 PIC-TEC-GNS-WOO-L00-92007-B-3A

2 ELEVATED SECTION - LINE - SET 3 LIST OF DRAWINGS - SHEET 2/2 ON TRN CAO - TP 3 DANH SCH CC BN V - T 2/2 PIC-TEC-GNS-WOO-L00-92008-B-3A

NHUE RIVER CROSSING / VT SNG NHU

3 NHUE RIVER CROSSING GAD - 1 / 3 VT SNG NHU GAD - 1/3 PIC-TEC-GAD-WVO-J04-18001-B-2A



6 NHUE RIVER CROSSING GAD - SEGMENT ARRANGEMENT - 1 / 3 VT SNG NHU GAD - B TR ON 1/3 PIC-TEC-GAD-WVO-J04-18007-B-2A



9 NHUE RIVER CROSSING CONST METHOD - 1 / 3 VT SNG NHU PHNG PHP THI CNG - 1/3 PIC-TEC-GCM-WVO-J04-18011-B-3A



12NHUE RIVER CROSSING SUBSTRUCTURES - P151-P154 - CONC OUT VT SNG NHU KT CU TNG DI - P151-P154 - KT CU B

TNGPIC-TEC-GDO-WVO-J04-18100-B-3A

13NHUE RIVER CROSSING SUBSTRUCTURES - P152-P153 - CONC OUT - 1 / 2 VT SNG NHU KT CU TNG DI - P152-P153 - KT CU B

TNG - 1/2PIC-TEC-GDO-WVO-J04-18101-B-3A

14 NHUE RIVER CROSSING PILES - P151-P154 - REINF VT SNG NHU CC - P151 - P154 - CT THP PIC-TEC-GRR-WVO-J04-18110-B-3A

15 NHUE RIVER CROSSING PILES - P152-P153 - REINF VT SNG NHU CC - P152 - P153 - CT THP PIC-TEC-GRR-WVO-J04-18113-B-3A

16 NHUE RIVER CROSSING PILE CAPS - P151-P154 - REINF - PLAN VIEW VT SNG NHU M CC - P151 - P154 - CT THP - MT BNG PIC-TEC-GRR-WVO-J04-18130-B-3A

17 NHUE RIVER CROSSING PILE CAPS - P151-P154 - REINF - SECTIONS VT SNG NHU M CC - P151 - P154 - CT THP - MT CT PIC-TEC-GRR-WVO-J04-18131-B-3A

18 NHUE RIVER CROSSING PILE CAPS - P152-P153 - REINF - PLAN VIEW VT SNG NHU M CC - P152 - P153 - CT THP - MT BNG PIC-TEC-GRR-WVO-J04-18140-B-3A

19 NHUE RIVER CROSSING PILE CAPS - P152-P153 - REINF - SECTIONS VT SNG NHU M CC - P152 - P153 - CT THP - MT CT PIC-TEC-GRR-WVO-J04-18141-B-3A

20 NHUE RIVER CROSSING VERTICAL SETTING OUT VT SNG NHU B TR TRN MT NG PIC-TEC-GAD-WVO-J04-18151-B-2A

21 NHUE RIVER CROSSING ELASTOMERIC BEARING VT SNG NHU GI CU CAO SU PIC-TEC-GAD-WVO-J04-18152-B-2A

22 NHUE RIVER CROSSING PIERS - P151 - REINF VT SNG NHU TR - P151 - CT THP PIC-TEC-GRR-WVO-J04-18210-B-3A


24 NHUE RIVER CROSSING PIERS - P151 - REINF - BAR LIST VT SNG NHU TR - P151 - CT THP - DANH MC CT THP PIC-TEC-GRR-WVO-J04-18212-B-3A

25 NHUE RIVER CROSSING PIERS-PIERCAP - P152 - REINF - 1 / 3 VT SNG NHU TR - M TR - P152-CT THP-1/3 PIC-TEC-GRR-WVO-J04-18220-B-3A



28NHUE RIVER CROSSING PIERS-PIERCAP - P152 - REINF - BAR LIST - 1 / 2 VT SNG NHU TR - M TR - P152 - CT THP - DANH MC

CT THP - 1/2PIC-TEC-GRR-WVO-J04-18223-B-2A












37 NHUE RIVER CROSSING PIERS - P154 - REINF - BAR LIST VT SNG NHU TR - P154 - CT THP - DANH MC CT THP PIC-TEC-GRR-WVO-J04-18242-B-3A

38 NHUE RIVER CROSSING PIER CAPS - P151 - CONC OUT VT SNG NHU M TR - P151 - KT CU B TNG PIC-TEC-GDO-WVO-J04-18250-B-2A

39 NHUE RIVER CROSSING PIER CAPS - P151 - DRAINAGE VT SNG NHU M TR - P151 - THOT NC PIC-TEC-GAD-WVO-J04-18251-B-2A

40 NHUE RIVER CROSSING PIER CAPS - P154 - CONC OUT VT SNG NHU M TR - P154 - KT CU B TNG PIC-TEC-GDO-WVO-J04-18252-B-2A

41 NHUE RIVER CROSSING PIER CAPS - P154 - DRAINAGE VT SNG NHU M TR - P154 - THOT NC PIC-TEC-GAD-WVO-J04-18253-B-2A

42 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 1 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 1/7 PIC-TEC-GRR-WVO-J04-18260-B-3A







49NHUE RIVER CROSSING DECK - SEGMENTS ES1-ES2 - CONC OUT - 1 / 2 VT SNG NHU BN MT CU - PHN ON ES1 -ES2 - KT

CU B TNG - 1/2PIC-TEC-GDO-WVO-J04-18300-B-2A

50NHUE RIVER CROSSING DECK - SEGMENTS ES1-ES2 - CONC OUT - 2 / 2 VT SNG NHU BN MT CU - PHN ON ES1 -ES2 - KT

CU B TNG - 2/2PIC-TEC-GDO-WVO-J04-18301-B-2A

51NHUE RIVER CROSSING DECK - SEGMENTS S1-S3 - CONC OUT VT SNG NHU BN MT CU - PHN ON S1 -S3 - KT CU

B TNGPIC-TEC-GDO-WVO-J04-18302-B-2A

52NHUE RIVER CROSSING DECK - SEGMENTS SA9'-SB9' - CONC OUT VT SNG NHU BN MT CU - PHN ON SA9'-SB9' - KT

CU B TNGPIC-TEC-GDO-WVO-J04-18303-B-2A







56NHUE RIVER CROSSING DECK - SEGMENTS SA5'-SA5-SB5-SB5' - CONC

OUTVT SNG NHU BN MT CU - PHN ON SA5'-SA5-SB5 -

SB5'- KT CU B TNGPIC-TEC-GDO-WVO-J04-18307-B-2A





OUTVT SNG NHU BN MT CU - PHN ON SA3'-SA3-SB3-

SB3' - KT CU B TNGPIC-TEC-GDO-WVO-J04-18309-B-2A







61NHUE RIVER CROSSING DECK - SEGMENT PS1 - CONC OUT - 1 / 2 VT SNG NHU BN MT CU - PHN ON PS1 - KT CU B








65NHUE RIVER CROSSING DECK - SEGMENTS SA6-SB6 - CONC OUT VT SNG NHU BN MT CU - PHN ON SA6 -SB6 - KT








69NHUE RIVER CROSSING DECK - BLISTER TYPE 1-2-3-5-6 - CONC OUT VT SNG NHU BN MT CU - BLISTER TYPE 1-2-3-5-6 - KT


70NHUE RIVER CROSSING DECK - BLISTER TYPE 4 - CONC OUT VT SNG NHU BN MT CU - BLISTER TYPE 4 - KT CU B


71NHUE RIVER CROSSING DECK - DEVIATOR TYPE 1 - CONC OUT VT SNG NHU BN MT CU - LOI B CHUYN HNG 1 -

KT CU B TNGPIC-TEC-GDO-WVO-J04-18350-B-2A

72NHUE RIVER CROSSING DECK - BLISTER TYPE 7 - CONC OUT VT SNG NHU BN MT CU - BLISTER TYPE 7 - KT CU B


73 NHUE RIVER CROSSING DECK - PT - READY RECKONER VT SNG NHU BN MT CU - PT - BNG TNH SN PIC-TEC-GST-WVO-J04-18400-B-2A

74NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 1 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG

- 1/7PIC-TEC-GST-WVO-J04-18401-B-2A













81NHUE RIVER CROSSING DECK - PT - SUMMARY AND SEQUENCES VT SNG NHU BN MT CU - PT - TM TT V CC TRNH

TPIC-TEC-GST-WVO-J04-18408-B-2A

82 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 1 / 10 VT SNG NHU BN MT CU - PT - MT CT - 1/10 PIC-TEC-GST-WVO-J04-18410-B-2A










92NHUE RIVER CROSSING DECK - PT - FUTURE ADDITIONAL PT - 1 / 3 VT SNG NHU BN MT CU - PT - PT B SUNG TNG LAI -

1/3PIC-TEC-GST-WVO-J04-18450-B-2A





95 NHUE RIVER CROSSING DECK - PT - EMERGENCY PT VT SNG NHU BN MT CU - DL - DL D PHNG PIC-TEC-GST-WVO-J04-18460-B-2A

96NHUE RIVER CROSSING DECK - SA1-SA1'-SB1-SB1' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA1-SA1'-SB1-SB1' - CT THP

1/2PIC-TEC-GRR-WVO-J04-18500-B-3A

97NHUE RIVER CROSSING DECK - SA1-SA1'-SB1-SB1' - REINF - BAR LIST - 2 /

2VT SNG NHU BN MT CU - SA1-SA1'-SB1-SB1' - CT THP -

DANH MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18501-B-2A

98 NHUE RIVER CROSSING DECK - SA2'-SB2' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA2'-SB2' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18504-B-3A

99NHUE RIVER CROSSING DECK - SA2'-SB2' - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA2'-SB2' - CT THP - DANH

MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18505-B-2A

100 NHUE RIVER CROSSING DECK - SA2-SB2 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA2-SB2 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18508-B-3A

101NHUE RIVER CROSSING DECK - SA2-SB2 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA2-SB2 - CT THP - DANH


102 NHUE RIVER CROSSING DECK - SA3'-SB3' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA3'-SB3' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18512-B-3B



104 NHUE RIVER CROSSING DECK - SA3-SB3 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA3-SB3 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18516-B-3B









No / STT Drawing Title 1 Drawing Title 2 Tiu 1 ca bn v Tiu 2 ca bn v Reference No / S tham chiu































130 NHUE RIVER CROSSING DECK - S3 - REINF - 2 / 2 VT SNG NHU BN MT CU - S3 - CT THP 2/2 PIC-TEC-GRR-WVO-J04-18568-B-3A

131NHUE RIVER CROSSING DECK - S3 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - S3- CT THP - DANH MC

THANH - 2/2PIC-TEC-GRR-WVO-J04-18569-B-2A

132 NHUE RIVER CROSSING DECK - S1-S2 - REINF - 2 / 2 VT SNG NHU BN MT CU - S1-S2 - CT THP 2/2 PIC-TEC-GRR-WVO-J04-18572-B-3A

133NHUE RIVER CROSSING DECK - S1-S2 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU -S1-S2 - CT THP - DANH MC

THANH - 2/2PIC-TEC-GRR-WVO-J04-18573-B-2A

134 NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - 1 / 5 VT SNG NHU BN MT CU - PS1-PS2 - CT THP 1/5 PIC-TEC-GRR-WVO-J04-18580-B-3A





139NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - BAR LIST - 1 / 3 VT SNG NHU BN MT CU -PS1-PS2 - CT THP - DANH






142 NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - 1 / 5 VT SNG NHU BN MT CU - ES1-ES2 - CT THP 1/5 PIC-TEC-GRR-WVO-J04-18590-B-3A





147NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - BAR LIST - 1 / 3 VT SNG NHU BN MT CU -ES1-ES2 - CT THP - DANH






150 NHUE RIVER CROSSING DECK - BLISTER TYPE 7 - REINF VT SNG NHU BN MT CU - BLISTER LOI 7 - CT THP PIC-TEC-GRR-WVO-J04-18650-B-3A

151NHUE RIVER CROSSING DECK - BLISTER TYPE 7 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 7 - CT THP -

DANH MC THANHPIC-TEC-GRR-WVO-J04-18651-B-2A



















No / STT Drawing Title 1 Drawing Title 2 Tiu 1 ca bn v Tiu 2 ca bn v Reference No / S tham chiu No / STT Drawing Title 1 Drawing Title 2 Tiu 1 ca bn v Tiu 2 ca bn v Reference No / S tham chiu

164NHUE RIVER CROSSING DECK - DEVIATOR TYPE1 - REINF VT SNG NHU BN MT CU - B CHUYN HNG LOI 1 -

CT THPPIC-TEC-GRR-WVO-J04-18670-B-3A

165NHUE RIVER CROSSING DECK - DEVIATOR TYPE1 - REINF - BAR LIST VT SNG NHU BN MT CU - B CHUYN HNG LOI 1 -

CT THP - DANH MC THANHPIC-TEC-GRR-WVO-J04-18671-B-2A

166NHUE RIVER CROSSING DECK - DEVIATOR TYPE2 - REINF VT SNG NHU BN MT CU - B CHUYN HNG LOI 2 -

CT THPPIC-TEC-GRR-WVO-J04-18672-B-3A

167NHUE RIVER CROSSING DECK - DEVIATOR TYPE2 - REINF - BAR LIST VT SNG NHU BN MT CU - B CHUYN HNG LOI 2 -

CT THP - DANH MC THANHPIC-TEC-GRR-WVO-J04-18673-B-2A

168NHUE RIVER CROSSING DECK - PARAPET-TYPICAL - SECTION &

ELEVATIONVT SNG NHU BN MT CU - LAN CAN IN HNH - MT

CT V MT NGPIC-TEC-GAD-WVO-J04-18800-B-2A

169NHUE RIVER CROSSING DECK - DRAINAGE PRINCIPLE -

MISCELLANEOUS - 1 / 4VT SNG NHU BN MT CU - NGUYN L THOT NC -

CC B PHN PH TR - 1/4PIC-TEC-GAD-WVO-J04-18810-B-2A



NHNG NGUYN TC KHC - 2/4PIC-TEC-GAD-WVO-J04-18811-B-2A







173 NHUE RIVER CROSSING GENERAL - SCHEDULE VT SNG NHU CHUNG - TNG HP PIC-TEC-GAD-WVO-J04-18900-B-3B

CHAINAGE ~ N ....

Lyb1nh (0 .,; r; (0 ~ ;-;; - -DIFFERENCE = R.L. - G.L :!iii ~ CHNH Ll;:CH= R.L-G.L ~ "ROAD LEVEL

~ ~. CAO E>O E>U'O'NG .... RAIL LEVELS ~

CD

CAOE>ORAY ~ CD ~ -

VERTICAL GRADIENTS L=160A7 E>Q d6c: doc Slp"'1.76'11> E>O oOc = 1.16%

HORIZONTAL CURVE DETAILS Qlc chi HM lflltmg cong nAm

L=72.50m

R=3000.00m

~ 1!I Ill I

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1B 211/0B/10 UPDATED !II

Ii 1A. 31/01/10 Data Miming REVISION o.t.TE llEllCRl'TlON ... n sil'A.00 NClAY NOi lllJolBsUAOOI

t----+---t----------------+----+-----t>------i CLIENT: CHOeAuTLI: __________________________ __,,__ _ ___,

HRB A.. K . A.maud

1--=....p;;;;;;;;;.;.;;....i-.:;;:;=;:..._------------+-A..:;.;.K;:..._ __ =:;;;;:......p; . .;..;;A.maud=:.........i HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

..... K . A.maud BAN DI/ AN eul)No ~T eO THI HhQI IUllllllBr aiEOOBr aEFCl'DED TIElll! sa\T allN1$TIElll!

65000

d1en bridge E

PLAN VIEW MAT BANG

SCALE: 11250 TY LI;:: 11250

B

NHUE RIVER SOng Nhut

LONGITUDINAL ELEVATION MAT CAT DOC

" SCALE : 11250 TYL!;:: 11250

-~

LONGITUDINAL PROFILE TRACDQC

SCALE: 11250 TYLS: 1/250

PROJECT IMPLEMENTATION CONSULTANT 1U v>H THl,IC HleN Dl,r AN SYSTRAS.A

FILE NAME\ ~N BAN 1/ :

DESIGNED BY l Tlllitr ~ : AK

CHECKED BY l BOAT : G. Maurls

~ "! ~ ;-;; -;:: N N -N

8 oci

8 "' 0 N

~ LVC=43.93

R=2500.00

FORllAT\ KHO BAN~ : A1

STAT\JSH~H~G: Technical Design

DAlE\NGAY: 31/01/10

Thil dl8Wil"G rn.ilt not be lither loll'lld. copildcroet.'will repnxlUOld h whcllor In pmrt cruMld far ny prupmewllhaul:tt.pftJrwrtllsl permi.lon d HRB.

N .... "": -c;; "' -~ N -OI N CD

....: "' ;-;; 0 N

L 152.91

Slp:.0.00% ElO DOC =0.00%

NOTE : CHOY: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THl/OC ElllO'C E>O BANG MM -cAC CAO E>O Ell/O'C TINH BANG M

PROJECT\ DU' AN: HANOI PILOT LIGHT METRO LINE Section Nhon-Hanoi Railway Station TIJY~N Ell/ONG s.6.T E>O THI THI Ell~M 1P HA NOi 8ofn Nh&i Ge Hi N(li

mm~BANI/ : NHUE RIVER CROSSING VllO'T SONG NHUI;

GAD-1 / 3 GAD- 113

PROJECT DIRECTOR I GW.. !lOc DI/ AN : CHEF DESIG~ I CHO NHla,i !Hit! ~ : Un '6 nlly llheng Wqc phOp 10 d,,,g duGI .... him Olllc, m0t pl'jn hoy toiln bO, mA llhengWqclV d!ng9bing'*' bino.lo HRS.

DRAWING NO. I BAN 1/ SO: Alain ~ereau P. Amaud PIC-TEC-GAD-WVO-J04-18001-B 2A

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MAT CATA-A SCALE: 1/50

TYLE:: 1150

t----+---t----------------+----+-----t>-------i CLIENT: CHOeAuTLI: __________________________ ___,,__ _ ____,

2A. 30/04/11 2nd -..txnlmlon oflBchnlcal dellgn

10 01110/10 UPDATED HRB

TOP OF PIER LEVEL CAO 00 DINH TRl,J .....

1C 25/08/10 Updalod

1B 211/0B/10 UPDATED

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NOTE : CHOY: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THl/OC Ol/O'C flO BANG MM -cAC CAO flO fllJQ'C TINH BANG M

PROJECT IMPLEMENTATION CONSULTANT 1U v>H Tlil,IC HleN Dl,r AN

FILE NAME I ~N BAN~ : STAT\JSH~H~G : Technical Design

PROJECT\ DU' All: HANOI PILOT LIGHT METRO LINE Section Nhon-Hanoi Railway Station TIJY~N fll/ONG s.6.T eO THI THI fll~M 1P HA NOi 8ofn Nh&i-Ge Hi N(li

SYSTRAS.A DESIGNED BY\ Tlllitr ~ :

AK

CHECKED BY\ soAT : G. Maurls

FORllATI KHO BAN~ : A1

DATEINGAY: 31/01/10

Thil dl8Wil"G rn.ilt not be lither loll'lld. copildcroet.'will repnxlUOld h whcllor In pmrt cruMldfarny prupmewllhaul:tt.pftJr wrtllsl permi.lon d HRB.

nTLEl~BAN~ : NHUE RIVER CROSSING Vl!O'T SONG NHUI;:

GAD-2 / 3 GAD -2 /3

1A. 31/01/10 Data Miming ..... K . A.maud BAN DI/ AN eul)No ~T eO THI HhQI IUlllllllll" aiEOOlll" aEFCl'DED

PROJECT DIRECTOR I GW.. !lOc DI/ AN : CHEF DESIG~\ CHO NHla,i THl8 ~ : Un '6 nlly llheng Wqc phOp 10 d,,,g duGI .... him Olllc, m0t pl'jn hoy loiln bO. mA llheng Wqc ding 9 l>il'G '*' bin a.lo HRS.

DRAWING NO. I BAN~ SO: REVISION O...TE llEllCRl'TlON sil'A.00 NClAY NQl lllN)sUAOOI TIElll! SQl:r allN1$TIElll! Alain ~ereau P. Amaud PIC-TEC-GAD-WVO-J04-18002-B 2A

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D I I I I I I I

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___ I.___. __

t-----+---t----------------+----+------t>-------i CLIENT: CHOeAuTLI: __________________________ ___,,__ _ _____,

2A. 30/04/11 2nd -..txnlmlon oflBchnlcal dellgn

1D 01110/10 UPDATED HRB

U-GIRDER I DAMU

BOX-GIRDER DAMH

TOP OF RAIL LEVEL CAOflQfllNH RAY t_ __ ---~---

TOP OF PIER LEVEL CAOfl0fllNH TRl,J

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G6C NHlN 2-2 SCALE: 1/50

TY Le: 1150

PROJECT IMPLEMENTATION CONSULTANT 1U v>H Tlil,IC HleN Dl,r AN SYSTRAS.A FILE NAME I ~N BAN~ : DESIGNED BY\ Tlllitr ~ : AK 1C 25/08/10 Updalod

1B 211/0B/10 UPDATED

A.. K . A.maud 1--'-"---+"=;.;;.._i-==;;.....------------+-...._;;..;.K'----=;;;;;;...-+' . .;..;;A.maud='--I HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD


1A. 31/01/10 F1.m1 ....

REVISION o.t.TE llEllCRl'TlON sil'AOO NClAY NOi lllJolBsUAOOI

A.. K . A.maud BAN DI/ AN EuONO ~T fl0 THI HhQI IUllllllBr aiEOOBr aEFCl'DED TIElll! SQl:r allN1$TIElll!

PROJECT DIRECTOR I GW.. !lOc Oii AN : Alain ~ereau

CHEF DESIG~ I CHO NHla,i !Hit! ~ :

P. Arnaud

TOP OF RAIL LEVEL CAO fl0 EINH RAY _____ _I__. __

TOP OF DECK LEVEL CAOEOE>INH BAN M,l,.T cAU

y

SOFFIT LEVEL CAOE>OVOM

--------------..1-----------_I__--

NOTE : CHOY:



DAlEINGAY: 31/01/10

Thil dl8Wil"G rn.ilt not be lither loll'lld. copildcroet.'will repnxlUOld h whcllor In pmrt cruMldfarny prupmewllhaul:tt.pftJr wrtllsl permi.lon d HRB.

Un '6 nlly llheng Wqc phOp 10 d,,,g duGI .... him Olllc, m0t pl"jn hoy toiln bO, mA llhengWqclV d!ngtbil'G'*' bino.lo HRS.

1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THl/OC E>llO'C flO BANG MM -cAC CAO flO fll/O'C TINH BANG M

PROJECT\ DU' All: HANOI PILOT LIGHT METRO LINE Section Nhon-Hanoi Railway Station TIJY~N Ell/ONG s.6.T EO THI THI Ell~M 1P HA NOi 8ofn Nh&i-Ge Hi N(li

nmlIDIBAN~ : NHUE RIVER CROSSING Vl!O'T SONG NHUI;:

DRAWING NO. I BAN~ SO:

GAD-3/3 GAD-3/3

PIC-TEC-GAD-WVO-J04-18003-B 2A

~ 1!I Ill I

I ~ u ~ s F ~ ,,11 !II

Ii ... n

~ OF PIER/EXP. JOINT i1A TRl,J/ M01 NOi EXP 38500

@ fn 4950 2000 3000 3000 3000 3000 3000 3000 3000 3000 3000 4500 4500

rOFBEARING -DE\i IATORTYPE 1 [ EVIATORTY :>E2-C AGOI~ B ISTERTYPE 7-~

-STITC~ JOINT UCH IJYt:N Hll0NG OA11 U CHUYt:N HllO G L.Cll.~2 RHOA17

/ M01N01 " / - ... .. , . . : :~:/~~'.~ ;~.(~:-~~ ;-. - . . . ... .

~ ... :

_jl 11111111 ~ I ~~11 1 I ll/}J 'i, SA5' SA4' SA3' -SA2' -[ SA9' SAS' SA1' PS1 ~ ~ SA7' SA6' ~ .~ __... ~

'" .. .. .. ... . '. . .. -l~ .... ~ ~ ~ ... ~ ~ ... .' . -" :-~::.~:..:_~ . .. ~v ... -: .......... .: .. I ...... ACCESS OPE ING LeLISTER TYPE 1 ":: ':;. >~>~ 1,;ir;. ~"'. "l~/.:~:.,j~.~ .:. .. ~; ::~~!, :t: : . ~))1~J'li~ TYPE 3 BblSTER TYPE 4---{LISTER TYPE~ ... l~L~~~~-~~~ .... : -~ . ~ L ITIEPCAN M CAST ON 8~0UNO I Bl ROLOAI 1 '5 CAST ON ~ROUND l0C lR~N !MT BANG . R LOAI 4 RO LOAI 5 RO LOAI 6 l0C lR~N !MT BANG

R(

DISTANCE FROM ~OF KHoANG cACH TV L COA EXPANSION JOINT KHE Bl~N DI.ING ALONG COF ALIGNMENT cAC CAO ElO KHAC DOC T\JYN

OVERALL DEPTH (D) El0 sAU TONG TH~ SOFFIT THICKNESS (Ts) CHl~U DAY C0A VOM WEB THICKNESS (Tw) CHl!l:U DAY C0A BUNG

.,, ~

GIANDAo

2000 3000

SA9'

3000

CAST USING FORM TRAVELLER BY CANTILEVER CONSTRUCTION TECHNIQUE ElUC SO' DUNG cAN muc DI ElONG BANG CONG NGHI; nil CONG aoc HANG

3000

------

------------

------SAS'

---

3000

3000

3000

3000

SA7'

3000

3000

SECTION A-A M~L&~i1~-A

TY LI;: 11100

38500 3000 3000 3000

------ ------

------ ------------ ------

------ ------SA6' SA5' SA4'

---

3000 3000 3000

PLAN VIEW MAT BANG ~CALE : 11100 ti' LI;: 1/100

38500

3000 3000 3000

:-.. . ' ., . . !". "'' ~ "!'.' ~ .... : t :: - ... .. '.. ~~. ; :. .

SA7'

3000

SA6' SA5'

3000

SECTION B-B MATCATB-B

"SCALE : 1/100 TY LI;: 1/100

3000

------

3000

3000

3000

------

3000

3000

o----+----+----------------+-----------i CLIENT: CHOeAuTLI:

______________________________ _, PROJECT IMPLEMENTATION CONSULTANT 1U v>H Tlil,IC HleN 01,r AN SYSTRAS.A 2A 30/D4/11 2nd &1bmll&lon Dftachnlcal dMlgn HRB 1C 25/D8110 Updalod

1B 2111DB/10 UPDATED

1A. 31/01/10 F1.m1 ....

A.. K . A.maud 1--=--+-=~-+-"==--------------+-A..;;..;K.;._ __ ==--". A.maud.;;;.;;;=..--1 HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

A.. K . A.maud BAN DI/ AN elrl)No ~HIO THI HhQI

3000

SUPPORTED STAGING

4500

GIANDAO

OF DIAPHRAGMS/PIER OA Tl/ONG VAYfTRU

4500 3

~---+-------~~1----------------- --------- = -4 . ~:~i::J --- ~

------=== ==~-----..--------.!-=--=--=--=--=--=--=--=--=-t -=--=--=--=--=--=--=--=--=- r-

3000 4500

3000 4500

3000 4500

FILE NAME\ ~N BAN~ :

DESIGNED BY\ Tlllitr ~ : AK


4500

4500


3

3

3


DAlEINGAY: 31/01/10

Thil dl8Wil"G rn.ilt not be lither loll'lld. copildcroet.'will repnxlUOld h whcllor In pmrt cruMld far ny prupmewllhaul:tt.pftJr wrtllsl permi.lon d HRB.

NOTE : CHOY: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THllOC ElllO'C ElO BANG MM -cAC CAO ElO Ell.IQ'C TINH BANG M

PROJECT\ DU' AN: HANOI PILOT LIGHT METRO LINE Section Nhon Hanoi Railway Station TIJY~N ElllONG s.6.T El0 THI THI Ell~M 1P HA NOi 8ofn Nh&i Ge Hi N(li

nmlIDIBAN~ : NHUE RIVER CROSSING Vl!O'T SONG NHUI;:

GAD-SEGMENTARRANGEMENT-1 / 3 GAD - BO TRI D0,6.N - 113

REVISION O...TE llEllCRl'TlON IUlllllllll" aiEOOlll" QEHl'DED sil'AOO NClAY NOlllllolBsUAOOI TIElll! SQl:r allN1$TIElll!

PROJECT DIRECTOR I GW.. !lOc Oii AN : CHEF DESIG~ I CHO NHla,i !Hit! ~ : Alain ~ereau P. Amaud

Un '6 nlly llheng Wqc phOp 10 d,,,g duGI .... him Olllc, m0t pl"jn hoy toiln bO, mA llhengWqclV d!ngtbil'G'*' bAnoJo HRS.

DRAWING NO. I BAN~ SO: PIC-TEC-GAD-WVO-J04-18007-B 2A

4500

4500

4500 3000

~ OF DIAPHRAGMS/PIER C fJA TLIO'NG VAYfTPJ.)

4500 3000

3000

3000

3000

3000

3000 3000 3000

-DEV~TOR TYPE~ 1,JCHl~N Hl!ONG la,.12

3000 3000 3000

3000 3000 3000 2dio

I

65000 3000 3000 3000 21m

I I I

3000 3000 3000 3000 3000 3000

D~ATORTY E21 l,J ~HUY~N HL10 G L~l 2

3000 3000 3000 3000 3000 3000 I I

3000 3000 3000

3000 3000 3000 I I I

4500 4500

~OF DIAPHRAGMSJPIER CllA TOOl~G VAYfTRl,J

4500 4500

------~------------ ----------- ~ ----------- ------ ------------ ------r------------ ------r---------r--------~ PS1

4500

4500

4500 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 2rno I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I 3000 I

~ OF DIAPHRAGMS/PIER I :OA TOONG VAYfTRl,J

4500 3000 3000 3000 3000 3000 3000 3000 3000

PLAN VIE"V MAT BANG

SCALE : 1/100 TYL!;: 1/100

65000 3000 21m 3000 3000 3000 3000 3000 3000 3000 3000 3000

PS2

4500 4500

If: OF D~HRAGMS/PIER cfJA 11/0j.iG VAYITRU

4500 4500

__ P_S_1_ ...... ' ~~~lf'' -~~:~_SA2 __ 11_ _ ... _.~_1

__ ~-ll_SA4---ll"~'--' ... - -__. -+ll.._ _._ .. _-SA6== '.__;._.~_11_SA_7_. __ ,.~ ... ._ ... _~_A8_ .. ._. --1---~--_' ~~ - -_:e_- 9_. _r- -~-~-~--- ...,ll- 'f'>--- _ .. . _S_B_7___.il"'f-='"~s__B~,6-__ ... ll_.,__ _S_B_:_---.... m .. __ .. _ .. . 4-~B:1 ~- -~-~-"_ :, .02 ~ :.: ~ ~ - i~~v~L~ -_

' u ;2t~xt::,, =. ..... =,.= ... =. += .. ::;: .... ::;_:;:: __ :;::~ t11~, =.::~ .. ="~"*-Y:;' :;; .. _.::_., :!!. '.t.1,_.-_Jld;I :;:::.,~m~. __ ;:: __ .:;::::_:::: .. = .. :!L_11 .. ii!i_ .=. ::::::. dlll~_.~,; .. -~[Jlm;:_ .. ~-;:-;, J:;: __ ;::::_;:::,_ ;::::., ;:::: .. d:;~~:.,6~~/b .. _:;:.= ... = ... = ... = .. :1;;;.;~_ ~ri; .. ,;.; __ ;,; .... ~. Jll!!:_:::_,::;:::, =:-~..Jilb. =, ;:::_. ::_.J. ~.!1. d ,;:;:;b l:._._:J.11!::; .. _:: __ ;; ... :::: .. ~ .. II~,. :;:;,,_:;::" -~: -~11' :::;_ .:::,__::,:;: __ ;:d:::;_:,;:>: .::;"":;,._J, \~~11~:(_ ...... -.. ,-.-_ -4500

DISTANCE FROM ~OF KHoANG cAcH TC1 L C0A

EXPANSION JOINT ~ i KHEBl~ND~G ALONG tOF ALIGNMENT cAc CAO 10 KHAc DOC TUYEN

OVERALL DEPTI-1 (D) 10 sAu TONG THE SOFFIT THICKNESS (Ts) CHIEU DAY COA VOM

WEB THICKNESS (Tw) CHIEU DAY COA 81,JNG

4500

SECTION B-B MAT CAT B-B

"SCALE: 1/100 Ti'Ll;O: 1/100

4500 4500

CHOY: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER

~ 1.TAT cA cAc KICH THU'OC lU'QC 00 BANG MM ..cAc CAO lQ lU'QC l1NH BANG M

~ I __________________________ __,,__ _ ___, CLIENT: II PROJECT IMPLEMENTATION CONSULTANT ALE NMIE I TtN BANvE: SCALE l rr~: STATUS l T1NH T~: PRO.ECTI DI/ AN : HANOI PILOT UGKT METRO LINE Sadlon Nhon. Hrml RalwaySlllllan i ~ 1----+---1-------------------+----11------1 CHO flAU nr: TV VJN THVC HleN DIJ AN PIC.TEC

~ ; ' l!; 5! n t ~ ~ I i ~ ! ti ~ ~ ~ ',!! ~ n 0..

DISTANCE FROM Ii!. OF KH~G cAcH TO' L CCIA EXPANSION JOINT KHEBli;N~G ALONG t OF ALIGNMENT cAc CAO E0 KHAC DOC TU'r'i=N

OVERALL DEPTH (D) EIO sAu TONG THi; SOFFIT THICKNESS (Ts) CHIEoU DAY CCJA VOM WEB THICKNESS (Tw) CH1U DAY CCJA BUNG

4500 4500

-PS2

CAST ON GROUND EOC TRi;N ~T BANG

SUPPORTED STAGING GIANDAo

3000

SB1'

38500

BLISTER TYPE 5 LISTER TYPE 4 R0L~5 R0L0~4

BLISTER TYPE 1 ROLO~l 1

CAST USING FORM TRAVEL!.ER BY CANTILEVER CONSTRUCTION TECHNIQUE EOC SO' DUNG cAN TRUC DI EONG BANG CONG NGHE THI CONG EOC HANG

SECTION A-A MAT CATA-A

SCALE : 1/100 ITLE: 11100

SUPPORTED STAGING GIAN oAo

OF PIER/EXP. JOINT C TRl,J.I MOI NOi EXP

~ OF D HRAGMS/PIER OF PIER/EXP. JOINT

----:c==C_OA_T_IJ_O--G~V_A_~_ITR--=U=-=--___ ----=--=-=:-----::--::-::-::------::-:==--------:==--=-----=-=-=-'38~5~00~-=-=-=-=-------=-::-::-:----=-=c::------::-:==----::-::c::-::-----::--:-::-::-------:c=::-~OATRl,JJMOINOIEXP 4500 4500 3000 3000 3000 3000 3000 3000 3000 3000 3000 2000 3400

PS2

--------t------------ - ---- ---------

4500 4500 3000 3000

SB3' SB4' SB5'

3000 3000 3000

PLAN VIEW MAT BANG

SCALE : 1/100 IT u; : 11100

ES2

$86' SB7' sea

3000 3000 3000 3000 2000 5000

~OF D PHRAGMS/PIER OF PIER/EXP. JOINT

___ c_OA_TV_O __ G~V_A_v_n_RU~-----------------------~38~5~00~---------------------------0A TRUIMOI NOIEXP 4500 4500 3000 3000 3000 3000 3000 3000 3000 3000 3000 2000 3400 250

PS2

4500

SB5'

3000

SECTION 8-8 MAT CAT B-B

"SCALE: 1/100 TYLS: 11100

SB6'

3000

,,

SBT

3000 3000 3000 3400 250

NOTE : CHOY: 1. ALL DIMENSIONS ARE IN Mlll.IMETERSLEVELS ARE IN METER 1.TAT cA cAc KICH THJ'C'.1c EIJ'QC 00 BANG MM -CAc CAO EQ EIJ'QC T1NH BANG M

o----+----+----------------+-----------4 CLIENT: 1----+---+----------------+----+---+-----1 CHOEIAUTV: II PROJECT IMPLEMENTATION CONSULTANT TV VJN THVC Hl~N DIJ AN SYSTRAS.A ALE NMIE I TtN BAN~ :

STATUS\T1NH T~ : Technical Oeeign

PRO.ECT I DI/ A.II : HANOI PILOT UGKT METRO LINE Sadlon Nhon - Hrml Ralway Slllllan ru~N WONG sAT flO THI THI D1M TP HA NOi Eo911 Nh&i -Ge H~ NOi

2A 3MJ.111 1 2nd .subml111lon of l&dinlcal dea9'1 A. K HRB 1C 2Mllltl0 u 1lld 18 ZW&'"IO UPDATED

A. K 1--=--F"-==-+"==--------------+-A.'"-'K"'"---+'"'-==-+~=--t HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

1A 3U J1110 Fim-.

REVISION DATE SC/ADO! NGA.Y

DESCRIPTION NQI DUNG SO'A DOI

A. K BAN DI/ AN DUONG BAT DO THI HA N(ll DelllNEDl!Y 1111trK

IH!llEDl!Y 1111.r

DESIGNED BY\ Tll1r ~ : FORIMTI ~BAN v : A. K A1

PROJECT DIRECTOR I GIAN ElOc D./ AN : Alain B'9chereau

DATEINGAY: 31/01/10

TITlf l~NeANv : NHUE RIVER CROSSING WQ'T SONG NHUI;:

GAD-SEGMENTARRANGEMENT-3/3 GAD -BO TRI ao~ -313

ORAWING NO.\ BAN~ SO : PIC-TEC-GAD-WVO-J04-18009-B 2A

~

~ ' l!; t n

I I ~ ~ ~ .. ti

~ ~ ~ ',!!

~ n 0..

TYPICAL SECTION OF ELASTOMERIC BEARING M~T CAT Dl~N HlNH GOI DO' DAN HOI

4

4 " a

"'

4 ofn Prin Ga Ht NOi

FORIMTI KHO BAN'/: DATEI NGAY: 23/06/10

TTl1.El 'TtNBANvE : NHUE RIVER CROSSING VU'Q'T SONG NHUI;: A1

CHECl

~ 'I' ' ;i; l!; fij n t ~ ~ I i ~ ! ti ~ ~ ~ ',!! ~ n 0..

PLAIN CEMENT CONCRETE MORTAR WAPCC

4141

4141

2933

ELEVATION VIEW MAT DUNG

SCALE: 1f.25 ij 1 :1/25

PLAN VIEW A-A MAT ~~t!~12~-A

ij I. :1/25

CLIENT: II t---+---+---------------+-----1-----11-------1 CHOEIAUnr: ,

2A 3CW4/11 2nd aubmi11ion of lechnical dllil9iun 1D 01/1Ql10 Updatlld

t---+----+---------------+-----1-----11-------1 HRB

1C 2Mllltl0 u 1lld 18 ZW&"IO UPDATED

A. K . Arnaud t-;;.;;..--t=~;..:_+--""'====--------------4"A.::..:K::..__--f=::..::::::::...+.~Amaud=~ HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

PROJECT IMPLEMENTATION CONSULTANT TU VJN THVC HleN DIJ AN

SYSTRAS.A

1A 3U J1110 Fim-. PROJECT DIRECTOR I GIAN ElOc D./ AN :

A. K .Arnaud BAN DI/ AN DUONG BAT DO lHI HA N(ll DelllNEDl!Y IHlllEIJl!Y CllJEFOF DBD REVISION DATE DESCRIPTION

SC/ADO! NGA.Y NQI DUNG SO'A DOI Alain B'9chereau 1111tr1E 1111.r C1!lNllillnET IE

DRAINAGE SPOU MANG TiiU NlJO'c

PLAIN CEMENT CONCRETE MORTAR VfJAPCC

ALE NMIE I TtN BAN 'IE :

DESIGNED BY\ Tll1r ~ : AK

FORIMTI ~BAN v : A1

STATUSlT1NH T~ : Technical Deeign

DATEINGAY: 31/01110

ClCl

~

~ ' l!; fij n t ~ ~ I i ~ ! ti ~~ ~ ',!! ~ n 0..

PLAIN CEMENT CONCRETE MORTAR WAPCC

4141

ELEVATION VIEW MAT DUNG

SCALE: 1f.25 ij 1 :1/25

PLAN VIEW A-A MAT ~~t!~12~-A

ij I. :1/25

CLIENT: II t---+---+---------------+-----1-----11------1 CHOEIAUnr: ,

2A 3CW4/11 2nd aubmi11ion of lechnical dllil9iun 1D 01/1Ql10 Updatlld

t---+----+---------------+-----1-----11--------1 HRB

1C 2Mllltl0 u 1lld 18 ZW&"IO UPDATED

A.K . Arnaud t-;;.;;..--t=~;..:_+--""'====--------------4"A.::..:K::..__-f=::..::::::::...+_~Amaud=~ HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

PROJECT IMPLEMENTATION CONSULTANT TU VJN THVC HleN DIJ AN

SYSTRAS.A

1A 3UJ1110 Fim-. PROJECT DIRECTOR I GIAN ElOc D./ AN :

A. K . Arnaud BAN DI/ AN DUONG sA T DO lHI HA N(ll DelllNEDl!Y IHlllEIJl!Y CllJEFOFDBD REVISION DATE DESCRIPTION

SC/ADO! NGA.Y NQI DUNG SO'A DOI Alain B'9chereau 1111tr1E 1111.r C1!lNllillnETIE

DRAINAGE SPOU MANG TiiU NlJO'c

PLAIN CEMENT CONCRETE MORTAR VfJAPCC


DESIGNED BY\ Tll1r ~ : AK

FORIMTI ~BAN v : A1

STATUSlT1NH T~: Technical Deeign

DATEINGAY: 31/01110

ClCl

~

~ ii!

t

I ~ 0..

HAND RAIL SUPPORT AT SAME COT ElO'TAYVIN LOCATION AS VERTICAL I COLUMNS TAI CONG VI TRI VOi COT I ElUNG

LIGHT PARAPET LAN CAN NH ALUMINUM SHEET TAMNHOM

r-----l I I I I I I

I I I I

I I --1------- 1 -

1 I I I I I 70 I I I I I

DETAILA ;-- -----

CHI Tie.TA

Kinematic envelope- Straight alignment E>llO'ng bao d{mg - Trin d11c7ng thang

-~--Y- Q~IW~~ ,/ ,/ t'>111'.1ng bao tlfih cua than xii -...

// ', /// ',,

// ', / ~

I ~ I I I I I I I I

5540 I

I I I

2590 I

4635

: I 1---------------1---------------~ \ I I '-, I _ ....//

I I I I I I I I I I I

ALUMINIUM SHEET BOTTOM TO / .1..1. TAM NHOM DAY ~APPROX. 20mm GAP BE ALIGNED ALL OVER THE BRIDGE KHOANG HO xAP XI 20mm 5 DU'Q'C D1U CHINH DOC THEO cAU

I I I \ I \

x I I I I I I I I I I

SECTION 2-2 MAT CAT 2-2

' l'i n ~ ~ ~ .s ~ "' !! ~ !ii~

i ~ B

10-15mm THK. STIFFENER Sl!ON TANG Cl!ONG DAY 10-15mm

5mm T K. MS CHEQUERED PLATE TAM K 0 VUONG DAY 5MM

I I

BANGTHEP 1-12 PE8239 1000 !Hi=~====;;;=: TH P 1-12 (LOAI 8239) @1000

4 BANGTHEP U- 6.5h E 8248 4 THe.P U - 6.5h (LOA! 8248)

-A-APPROX. 20mm GAP KHOANG HO xAP XI 20mm

DETAIL-A CHI Tl~T -A

SCALE: 1120 Tl LI;: 1/20

t----+---t----------------+----+-----t>------< CLIENT: 1----+---1----------------+----+-----11------1 CH09AUT~

2A 3MJ.1111 2nd .subml111lon of l&dinlcal dea9'1 A. K HRB

" SCALE : 1/20 Tl LI;: 1/20

II PROJECT IMPLEMENTATION CONSULTANT TV VNI THIJC HleN DIJ NI SYSTRAS.A 1C 01/1Ql10 u 1lld 18 21m11110 UPDATED

A. K 1--"'---+"'~""-+-=="--------------+-..._""K'----F'-'==--+'~=--i HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

1A 31m1110 Fim-.

REVISION DATE DESCRIPTION SO'AIJOi NGAY NQI DUNG Sll'A 001

PROJECT OllECTOR I GIAM llOC D1J m : Alain B6chereau

..._ K - BAN DI/ AN flOONG sAT DO lHI HA. NQI DEDElll!Y omEJJl!Y a!IEFCFDEID 11Elt OT llllNIOTIE!t

I I

FILE NMIE \ TtN BAN vE :

DEQEDBY\Tllli;r~:

A. K

CHECKED BY\ soAT : A. Mhedden

STANDARD LENGTH FOR A TYPICAL PANEL FOR A SEGMENT OF 3M CH1eu DAI Tieu CHUAN CHO 1 ElO~ El1N HINH CHO Elc:'.>T DAM 3M

FOR SPECIAL SEGMENTS, JOINT LOCATION SHOULD BE ADAPTED a01 vOI ac:'.>T a~c Bli;T, v1 TRI M01 N01 ca TH a1eu cHlNH CHO PHU HO'P

3000

2990

495 1000 1000 495

----,,---------,,---------,,----

I I I ---- rT _________ TT--------- T~----1 I I I I I I I I I I I

ELEVATION VIEW 1-1 MAT E>O'NG 1-1

" SCALE : 1/20 Tl LI;: 1/20

I I

NOTES : ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

GHI CHU : 1. BEAM AND BOLTS FROM STEEL CCT34 (TCXDVN 338:2005) YIELD STRENGTH: FY=210 MPA. 1. DAM VA BU LONG DONG THP CCT34 (TCXDVN 338:2005) GIOI ~CHAY Fy=210MPA 2. FIXING ARRANGEMENT FOR ALUMINIUM SHEETS SHOULD BE DONE ACCORDING TO SUPPLIER'S REQUIREMENTS. 2. Be:'.> TRI Lle.N KT cAc TAM NHOM CAN TUAN THU THEO yu cAu COA NHA CUNG cAP

FORIMTI KHO BAN v: A1

STA1\IS \T1NH~ : Technical Design

DAlEI NGAY: 31/01110

ThLldlawl1111rru11tncti......-mi..t,~i:r~~

ii whole or in part or Ulld for anr p.,.,._ wthcU lh9 pricrwrillln permlulondHRB.

PRO..ECT\Dlf m: HANOI PILOT LIGHT METRO LINE Sadlon Nhon-Hanol RallwaySllltlon TIMN EllJONG sAT ElO THI THI Ell~ TP HA NOi Elofn Nh&! Ga Hl NOi

Tm.\IDleANVE : NHUE RIVER CROSSING

DECK- PARAPET-TYPICAL - SECTION & ELEVATION

CHIEF DESIGNER I CHO ttileM TH la Kt : ..,, .. n>y_..,.,._ ... ..,""""""""""'"-mOliHn'-Y lo6n~mO-..,.,..,~f~VOnb6ncOoHRB.

DRAWING NO.\ BAN v SO : A. Bechereau PIC-TEC-GAD-WVO-J04-18800-B 2A

~ ~

:l: ' ii l!; t n ~ ~ I i ~ ! ti ~~ ~ ",!! ~ n IL

12000

:;AST-IN-SITU CONCRETE PLINTH THICKNESS= 1n~mm CHOI B~ TONG 00 T~ CHO DAY= 100MM

150121 DRAINAGE SPOUT

12000

PIPE HANGER @2000c/c

;~-~-JL

7 MANGTHUNll0C0150 .~ V SLOPE1.7% "'bQ DOC- 1.1 % - V / / ~

' ~//////////'.!

I I I I I I I I I I I I I I I I t::-.J

\_ J -~

_j ~ 2500 DRAINAGE PIPE VV ONG THoAT Nl!Oc 2500

I I I I I I I I I I I I I I I I

'--P

~ 20D121 DRAINAGE PIPE ONG THoAT Nl!Oc 2000J


SCALE : 11100 TYLI;:: 1/100

12000

~ ~ ~ 3000 g ~ ::c .0 ~ ~ c ~ IL t--0 <

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1000 DRAINAGE PIPE / 1000 DRAINAGE PIPE ONG niOAT Nlf0C 1000 ONG THoAT Nlf0C 1000

2500 DRAINAGE PIPE ONG THoAT Nl!Oc 2500

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OF PIERI EXP. JOINT CAST-IN-SITU CONCRETE PLINTH THICKNESS = 100mm f OF DIAPHRAGMS PIER 0A TRl,J/MOI NOi GIAN Ny KHO! B~ TONG e>O TAI CHO DAY = 100MM Q.. / fJA TRl,J Tl!O'NG CHAN NGAM

I I I I I I I I I I I I I I I I I

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t----+---t----------------+----+-----t>-------i CLIENT:

1----+---t----------------+----1-----11-------1 CHOEIAUnr:

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1C 01/ 1Ql10 Uodatlld G. Maurte P. Amaud

18 2MJ&"IO Updatlld G.Maurie P,Amaud

1A 23ftlfll10 Fim-. G.Maurie P.Amaud

REVISION DATE DESCRIPTION IHlllEDllf CllJEFOFDBD SC/ADO! NGA.Y NQI DUNG SO'A DOI 1111.r C1!lN!lillnETIE

HRB II

PLAN VIEW MAT BANG

scALE: 11100 TYLI;:: 11100

PROJECT IMPLEMENTATION CONSULTANT TV VJN THVC HleN DIJ AN SYSTRAS.A



DESIGNED BY\ Tll1r ~ : FORIMTI ~BAN v : A. K A1

I

STATUSlT1NHT~: BASIC DESIGN llilET K ca sa

DATEINGAY: 23/06110

PRO.ECT I DI/ AN : HANOI PILOT UGKT METRO LINE Sadlon Nhon - Hrml Ralway Slllllan ru~N WONG sAT 00 THI THI Dlt:M TP HA NOi Eo911 Nh&i -Ge H~ NOi

TITlf l~NBANv : NHUE RIVER CROSSING WQ'T SONG NHUI;:

DECK - DRAINAGE PRINCIPLE - MISCELLANEOUS -1 / 4 BAN ~TcAU - NGUY~N L~THOATNIJOC - cAC BO P~N PHl,JTRO' - 14

DRA'MNG NO.\ BAN v so : I PIC-TEC-GAD-WVO-J04-18810-B 2A

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PLAN VIEW MAT BANG

SCALE : 1/100 TYLI;: 1/100

CLIENT: PROJECT IMPLEMENTATION CONSULTANT FILE NAME1 TEN BAH~ : SCALE\ TY~ : STA1US \11Ni~ : PROJECT\ Ill/ AN : HANOI PILOT LIGHT MEIRO LINE Section Nhon -Hanel Ralway Slallon ' CHO lAU 1\1: Tl! VAN llil/C HI~ DV AN PIC-TEC4AD-WYO-JOl-11111-B_2A.DW'a - BASIC DESIGN TUru O~G sAT 0011-ll THI Ol~M TP HA NQI flOfjll Nh6n - Ga HA NOi I'; SYSTRAS.A TH1T K ca SO u DESIGNED BY\ lHI~ IQ; : FORMAT\ KHO BAH~ : DAlE\NGAY: TTll.E\~NBAH~: HRB NHUE RIVER CROSSING ~~ A.K A1 23106110 WQ'T SONG NHue ~~ 2A 31l/04111 2nd 1ubmllillon aftachnlcal dalllgn A.K tl. Mauril P. Amaud ~ il 1C 01110/10 Uodatad A.K tl. Mauril P. Amaud CHECl

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1000 DRAINAGE PIPE ONG THOAT NLJOC 10Dl/J

~OF DIAPHRAGMS PIER ~OA TRU T\IO'NG CHAN NGAM

SB1'

r-----~ ---------t--------- ~----------r ---------

HRB

SB2' SB3'

18 2Ml8110 Updatad

1A 23/!l6110 Firwt.l11ue

A. K . Amoud HANOI llEIROPOUTAN RAIL TRANSPORT PROJECT BOARD t----+----l---'--------------4-A.-K----4----+-.-Am--ud----l BAN DIJ' AN OWNG BAT 00 THI HA NQI

REVISION 0.-.lE DESCRIPTION -51' -51' O&CFIHCll SOADOI NG/.Y NQI DUNG 80'A DOI lHl!TI! !lli.T Oil ltllOM 1111!111

12000

1500 DRAINAGE SPOUT MANG THU NllO'c 0150


SCALE : 1/100

12000

T-IN-SITU CONCRETE PLINTH THICKNESS= 100

1500 DRAINAGE SPOUT MANG THU NLJOC "150

2000 DRAINAGE PIPE ONG llioAT NLJOC 2000

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2500

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TYLS: 1110wT-IN-SITU CONCRETE PLINTH THICKNESS= 100mm KHO! B~ TONG E>O TAI CHO DAY = IOOMM

SB4' SB5'

PLAN VIEW MAT BANG

SCALE : 1/100 TYLS: 1/100

SB6'

PROJECT IMPLEMENTATION CONSULTANT TlfVANTHl/CHI~ OVAii SYSTRAS.A

PROJECT DIRECTOR\ GIAM llOc DI/ AN :

Alain B6chereau

SB7' SB8' SB9'

FILE NAME1 TEN BAH~ : PIC-TEC4AD-WYO-JOl-1111H_2A.DW'a

DESIGNED BY\ lHI~ l(J; : A.K

SCALE\ TY~ :

FORMAT\ KHO BAH~ : A1

STAlUS \llNi~ : BASIC DESIGN TH1T K ca SO

DAlE\ NGAY: 23/06/10

CHECl

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I 1500 DRAINAGE PIPE ) ONG THoAT NU'O'c 1501'1l

26

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SCALE: 1(.25 TY LS: 1/25

3THK. PLAIN WASHER 3THK. VONG El;:M PHANG

TOP OF DECK ---r-,,rl..,,,.,,....,..,.....,,;,.--.----" EINH BAN ~T cAU

11.50HOLES FOR 100 BOL cAc LO 11.51'11001 VOi BU LONG 10l'll

2nd 1ubmllillon aftachnlcal dalllgn

u -

2 NOS. M10 NUTS TO BE ASSEMBLED ON 2 EINH 0c M1 D flllQ'C LAP ~T VAo ABOLT AND THEN WELDED TOGETHER MOT BU LONG VA SAU EO El\fO'C HAN VO'I NHAU TO ENSURE THE CONTINUITY OF THREADS. EE flAM BAO SI/ LIEN Tl,JC cOA REN.

20x20x 3 PLATE

DETAIL-2 CHI Tl~T-2

SCALE: 1/1 TYL!;: 1/1

HRB 18 2Ml8110 Updatad

1A 23/!l6110 Firwt.l11ue

A. K . Amoud HANOI llEIROPOUTAN RAIL TRANSPORT PROJECT BOARD t-----+----l----'--------------4-A..-K---4-----+-.-Am--ud----l BAN DI/ AN OWNG BAT 00 THI HA NQI

REVISION 0.-.lE DESCRIPTION -51' -51' O&CFIHCll SOADOI NG/.Y NQI DUNG 80'A DOI lHl!TI! !lli.T Oil ltllOM 1Hl!T11

[IT1j I

DETAIL- 3 CHI Tli;T- 3

SCALE: 1f.25 TI' LI; : 1125

PROJECT IMPLEMENTATION CONSULTANT Tl! VAN llil/C HI~ DV AN SYSTRAS.A

PROJECT DIRECTOR \ GIAM llOc DI/ AN :

Alain B6chereau

--53

~ 2-' 2 2' 2' 2 2 ,~ ~ ,~ 1

I "' " c ~ Bmm THK. 00 ~

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P151

3" 2111W11

2A 30KM/11

10 D111W'ID

Updatlld

DETAIL-1 CHI Tl~T 1

TRANSITION SLAB REMOVED BAN QUA ElO DO BO

FRAME

KHUNG~======;:::::====~

I~ - 13000 ~I

A.K

2nd ubmll1lon of lllchnlcal daolgn A. K UPDATED A.K

//,

DETAIL-1

______ J CHITl!:T1

STAGE2 :-

CROSSING WITH NHUE RIVER CM qua sOng Nhue

GIAI oo~ 2 :-_PIER SEGM ENT PS1 & PS2 CASTED ON SCAFFOLDINGS. - PHAN ElOAN TRV PS1 & PS2 Ell!O'C aoc TRN GIAN GIAO. - STRESS CANTILEVER TENDON - cAP O'NG SuAT TRU'O'c CHO PHAN HANG - REMOVE SCAFFOLDING DO e0 GIAN GIAo

STAGE3 :-GIAI00~3:-

CROSSING WITH NHUE RIVER CM qua song Nhue

- PLACE FORM TRAVELLER IN POSITION FOR CONSTRUCTION OF SEGMENT ~T VM KHUON DI EJQNG V/.o VJ TRf lHI cONollOT DAM SA1 & SA1 ' FOR CANTILEVERS ON PIER P152 SA1 &SA1' CHO DAM TREN TRl,I P152

- PLACE SCAFFOLDING FOR CONSTRUCTION OF LATERAL SPAN UP TO 5.0m -~T GIAN GIAo ll~ lHI c0NG NHIP ~N lOl 5.0m

FROM AXIS OF PIER P151 T(f TRl,I COA TRl,I P1 51

-WHILE BACKFILLING REMOVE LINED EXCAVATION -TRONG KHI LAPaAT DO BOVNI CHONG

- REINSTATE TRANSITION SLAB AND ROAD FINISHING - HoAN lRA BAN QuA llO VA HoAN lHll;N lll10NC3

CROSSING WITH NHUE RIVER ci1t qua song Nhue

STAGE 4 :-GIAl~4:-

HRB

- SEGMENT SA 1 & SA 1' CASTED .IJOT SA11,SA1"a.l.llllc

- STRESS CANTILLEVER TENDONS FOR SEGMENT SA 1 & SA 1' - cANG cAP HANG C1NG SUATTRl10c CHO llOT SA1 & SA1' - MOVE FORM TRAVELLER TO CAST NEXT SEGMENT SA2 ON MAIN CANTILEVER

- DI CHIJYN VAN KHU ON DI EJQNG El EIOC BOT SA2 T1P THEO TREii HANG BEN FOR PIER P152 CHOTRl,J 1'152

- MOVE FORM TRAVELLER TO CAST NEXT SEGMENT SA2' ON LATERAL CANTILEVER DI CHIJYN VAN KHU ON DI EIQNG El EIOC llOT 8A2" T1P THEO TREii NHIP HANG ~N

FOR PIER P152 CHO TRl,J 1'152

CROSSING WITH NHUE RIVER Ci1t qua sOng Nhu&

PROJECT IMPLEMENTATION CONSULTANT Tl1 VAN THl,IC HleN DI,/ AN SYSTRAS.A FILE NAA1E l TtN e,1,\1 \/ : PIC-T'EC-GCM-1VDJOBD11.flJl',DNG DESIGNED BY\ THli;rK : A. K 1C ~B/1D

18 2Ml&'ID

Updatad A . K 1--;.;;;......p;;;.;;;;;..;.;;.....,_u""PllA=TED;;...... ___________ _._A;;..;.. K;;...._ __ .;.;;;;;;;;;;;...-+;.;;.;;;..;;;;;;;...-l HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD CHECKED BY\Slll.T: G. Maurls

1A 31m1/1D

REVISION DATE SLrAOOI Nal.Y

F1ro1 -. " K BAN DI/ AN allONG sA.r aO THI HA NQI DESCRIPTION

NQI DUNG sLrA !lOi IHIHl!BI HIM!

CllllClllBI IOI.!

PROJECT DIRECTOR I GIAM aoc DI/ AN : CHIEF ~IGNER \ Cll) NHleM TH1r Ke : Alain B~cheraau P.Amaud

,---1

I

STAGE 1 :-GIAl~N 1 :-

- REMOVE EXISTING TRANSITION SLAB (PART) - DO' BO BAN QUA >0 Hll;N CO (PHAN) - EXECUTE LINED EXCAVATION (CONSTRUCTION DESIGN) - THl,l'C Hlf;N E>AO CO VAN CHONG (THl!:T Ki: THI CONG) - MAXIMUM ALLOWABLE HORIZONTAL DEFORMATION: 100mm - B1N DANG THEO PHU'ONG NGANG CHO PHP LON NHAT: 10 - COMPLETE FOUNDATION AND SUBSTRUCTURE - HOAN THANH PHAN MONG VA Ki:T cAU PHAN DOOi

/. / //

Lcc--m--m1 NOTES:- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ GHICHIJ:

- THERE SHOULD NOT BE MORE THAN 1 SEGMENT DIFFERENCE BETWEEN BOTH SIDES OF THE CANTILEVER. -XIN LllU Y RANG SE CO NHlriU HON MOT Sii KHAC BiST Vri PHAN ~N GIO'A HAI BEN COA El"'N ElOC HANG - STRESSING CAN BE STARTED ONCE 30 MPA IS ACHIEVED (CYLINDRICAL). - KEO cANG CO THE BAT ElAU KHI ~T ElllQ'C 30 MPA (HINH TRl,J) - MAXIMUM WEIGHT OF FORMTRAVELLER CONSIDERED IS 50T -TRONG LllQ'NG LON NHAT COA XE ElOC ElU'O'C XEM XET LA 50T

SCALE \ TY I.Ii :

FORMAT\ KHO BAN VE : A1

STAlUS\ TfNH~G : Teclmical Design

DATEINGAY: 31/01/10

Thil

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3A

2A

1D

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2111W11

30KM/11

D111W"IO

31500

//, //,

///~ / //

Updatlld A.K

2nd ubmll1lon of lllchnlcal daolgn A. K

UPDATED A . K

/'. ;...:: ,---1

I

Lm--m--m1

HRB

STAGE5:-GIAI EOAN 5 :-- SEGMENT SA2 & SA2' CASTED -DOTSA2&SA2' aADOC

- STRESS CANTILEVER TENDONS FOR SEGMENTS SA2 & SAZ - cANG cA!> HANG ONG SUAT Tlll10'c CHO DOT SA2 & SA2' - MOVE FORM TRAVELLER TO CAST NEXT SEGMENT SA3 ON MAIN CANTILEVER - DI CHUYEN VAN KHUON DI DONG De DOC DOT SA311eP THEO 1RN HANG BeN

FOR PIER P152 CHOTRl,I P152

- MOVE FORM TRAVELLER TO CAST NEXT SEGMENT SA3' ON LATERAL CANTILEVER - DI CHUYEN VAN KHUON DI DONG De DOC DOT SA3'TleP THEOTRN NHIP HANG B~N

FOR PIER P152 CHO TRl,I P152

STAGE6:-GIAl~N8:-

CROSSING WITH NHUE RIVER CA! qua sOng Nhue

- MAIN & LATERAL CANTILEVER COMPLETE FOR PIER P152 - HoAN THANH NHIP HANl3 l!eN & CHINH CHOlRU P162

- LATERAL SPAN ES1 COMPLETE UP TO 5.0M FROM AXIS OF PIER P151 ON SCAFFOLDING - HoAN THANH NHIP B~N ES1 n'.715.0M WTIM 1Rl,I P151 TREON GIAN GIAo

- STRESS LAST PAIR OF CANTILEVER TENDONS - cl.NG 1

~

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STAGE 9 :-GIAI OOAN 9 :-

. - CAST THE STITCH SEGMENT S2 ON LATERAL SPAN BETWEEN PIERS P153 & P154 - ElOC PHAN E>OAN HQ'P LONG S2 CHO NHIP BeN GiO'A TRl,I P153 & P154. - STRESS CONTINUITY TENDONS FOR LATERAL SPAN BETWEEN PIERS P153 & P154 -TAO liNG SUATBO CAP LleN c~OI VOi NHIP BeN GiO'A cAc TRV P153 & P154

~~~~~~~~~=Ef==f="9~~~~~~~ ~m-~-~- =--~--~-=--~1 -~-=:~~~~~~~="=-=~=fm

--../{/~

I I

Lm--m--ro1 CROSSING WITH NHUE RIVER CAt qua song Nhuf STAGE

10. - MOVE FORM TRAVELLER TO CAST THE STITCH SEGMENT S3 BETWEEN TWO CANTILEVERS OF MAIN SPAN

GIAI eo~ 10-,_ -DI CHUYN VAN KHU

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SCALE: 1125 TYL!;' :1125

l

BLENDED EXCAVATION

>Ao HON HQP

LEAN CONCRETE B TONG NGH0

, ___ , _ _J_J_

800 3000

4600

PLAN VIEW MAT BANG

SCALE: 1125 19 1$ :1125

L--....l---L---------------4----..._---lf------I Q.IENT: L--....l---L---------------4----..._---1,__----1 CHOflAuru:

3" 14111r11 Updatlld A.K

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\_ ~ /I '- / '~ -

800

2A 30KM/11

10 D1/11r10 HRB 2nd ubmll1lon of lllchnlcal daolgn A.K UPDATED A. K

~8110 1C

18 2MIBl1D L-~..J!::=.:::....J..;~~::=~::......------------+:~::..:: ~:..._--i::.:..:::::::.:...+.:..::.:=...-l HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

1A 31m1110

REVISION DATE SLrAOOI Nal.Y

Flrot -. " K BAN 011 AN allONG sA.T aO THI HA NQI DESCRIPTION

NQI DUNG WA fJOI IHIHl!BI' HIM!

CllllClllBI' IOI.!

-~

PROJECT IMPLEMENTATION CONSULTANT Tl1 VAN THl,IC HleN DI,/ AN SYSTRAS.A PROJECT DIRECTOR\ GIAM aoc DI/ AN : Alain B~cheraau

FILE NAA1E l TtN BAN\/ :

DESIGNED BY\ THli;rK: A. K

CHECKED BY\Slll.T: G. Maur1s

CHIEF ~IGNER \ Cll) NHleM TH1r Ke : P. Amaud

-II I

I I I I I I I I I I I I I I I I I I

121251}1 ~

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~ ' 11~-~~ " ,._~

PILE CAP BOTTOM CA.O E>O f>Ay MO COC

LEVEL j ---~

EL c

PILE TOE LEV CA.O flO MOI CO

---. ____y___

ELEVATION VIEW MATE>llNG

SCALE: 1150 Till;: 1150

J:

~ z L1J ....I

L1J ...I 0::

NOTES:--------------------------, GHI CHL.f:

1 . ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THIJOc f)IJQ'C 00 BANG MM -cAc CA.O E>O f)IJQ'C T1NH BANG M 2. CONCRETE GRADE FOR PIER/PIERCAPIPILECAP: F'C=35 MPA (CYLINDRICAL) 2. cAP E>O ee TONG DONG CHO TRUIMO mu: PC= 35MPA (HINH TRU) 3. CONCRETE GRADE FOR PILES: F'C=30 MPA (CYLINDRICAL) 3. GAP E>O COA ee TONG CHO CQC: PC= 30MPA HINH TRl,J

SCALE\ TY LE : STAlUS\ TfNH~G : PROJECT \CV AN : HANOI PILOTLIGHT METRO LINE SediDn Nhon Hanti Railway S1atial


Teclmical Design

DATE\NGAY: 31/01/10

Thil

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3"

2A

10

1200 4250 4250

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'-----fl!t++++++++++++t#lt------------tHt+....+++++++++++0 l1NH TRU

~[ r-'V-~,...,j I.,,-! ~---'\.--,-~--- -- ___ ....._____ __ _ I I I I I I

/ : : CONSTRUCTION JOINT /

12125~ r-MOI NOi THI CONG I

SCALE I TY I.Ii :


11100

I I I I I

I! 2~0

PILE CAP BOTTOM LEVEL CAO >0 ElAY MO COC .....______ __

I

PILE TOE LEVEL CAO >0 MOI CQC

~~~~~----~---

SECTION B-B M~TcA.T B-B

EAU: : 1Aill rt it.:1

NOTES:-~~~~~~~~~~~~~~~~~~~~~~~~

GHI CHL.f: 1 . ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAc KICH THIJOc ll1Q'C lO BANG MM -cAc CAO ElO ll1Q'C T1NH BANG M 2. CONCRETE GRADE FOR PIER/PIERCAPIPILECAP: F'C=35 MPA (CYLINDRICAL) 2. cAP >0 B TONG DONG CHO TRUIMO TRU: PC= 35MPA (H]NH TRU) 3. CONCRETE GRADE FOR PILES: F'C=30 MPA (CYLINDRICAL) 3. cA.P ElO cOA er=. TONG CHO COC: PC= 30MPA HlNH TRU

STAlUS\ TfNH~G : Teclmical Design

DAlEINGAY: 31/01/10

PROJECT \OV AN : HANOI PILOTLIGHT METRO LINE SediDn Nhon Hanti Railway S1atial TIJYN el/ONG sAr ElO llil THI fll~M 1l' HA NQI Elatn N~n - Ga Hi NOi

Tm.E\TtNB,l,\IVE : NHUE RIVER CROSSING VU'QT SONG NHUI;:

Thil

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523 2511

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1000 21 00

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l--"'---t="-='-+~=------------+="---F-"=-+~=--1 HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

1A 3UJ1110 Fim-.


A. K

DESCRIPTION DelllNEDl!Y NQI DUNG SO'A DOI 111itl"K

IH!llEDl!Y 1111.r

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4480 5251

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3476

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FORIMTI ~BAN v : A1

1198 1198 700 498 308

SECTION B-B MATCAT B-B

SCALE: 1125 ~ 1e :1/25

3 12

1198 700 496

SECTION C-C MATCAT C-C

SCALE: 1125 ~I :1125

NOTES : ~~~~~~~~~~~~~~~~~~~~~~~

GHICHU: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA cAC KICH THIJO'C DIJQ'C DO BANG MM -CAc CAO DO DIJQ'C '11NH BANG M 2. CONCRETE GRADE FOR PIER/PIERCAP/ PILECAP: F'C=35 MPA (CYLINDRICAL) 2. cA.P DO BE TONG DONG CHO TRl,Jlt.10 lRl,J: FC= 35MPA (HINH TRl,J)

STATUSlT1NH T~ : Technical Deeign

DATEINGAY: 31/01110

PRO.ECT I DI/ AN : HANOI PILOT UGKT METRO LINE Sadlon Nhon - Hrml Ralway Slllllan ru~N WONG sAT 00 THI THI DIEM TP HA NQI Eo911 Nh&i -Ge H~ NOi

TITlf l~NBANv : NHUE RIVER CROSSING WQ'T SONG NHUI;:

ORA'MNG NO.\ BAN v SO :

PIER CAPS- P151 -CONC OUT MO TRl,l - P151 - K~T cAU B~ TONG

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1--"'---+"~"--+-=="--------------+-'-"'---F-'='--i~='--t HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD

1A 3UJ1110 Fim-.


A. K

DESCRIPTION DelllNEDl!Y NQI DUNG SO'A DOI 1111trK

IH!llEDl!Y 1111.r

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4430

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545 141

\

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FORIMTI ~BAN v : A1

308

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1198 700 498 308


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SCALE: 1125 tY 19 :1125

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1----+----+--FJ-.--, .. -ue------------4-,,_-K---4----+-. Amoud---l BAN DI/ AN eirONo ~TeO THI HA NQI 1A. 31/01/10 REVISION DATE IUllllllBr aiEOOBr aEFIJ'DED sil'AOO NClAY TIElll! SOI:! allN1$Hllll!

PROJECT IMPLEMENTATION CONSULTANT 1U v>H Tlil,IC HleN Dl,r AN SYSTRAS.A PROJECT DIRECTOR I GW.. !lOc DI/ AN : Alain ~ereau

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PIC-TEC-GAD-WVO-J00-18007-B TO PIC-TEC-GAD-WVO-J00-1800S-B

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SCALE : 1/5 TYLl;::115

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PIC-TEC-GAD-WVO-J00-18007-B TO PIC-TEC-GAD-WVO-J00-18009-B

PRO.ECT IDI/ AN : HANOI PILOT UGKT METRO LINE Section Nhon-Henol Ralway Slldlon ruvt:N OlfOt.lG sAT 00 llll ml Olt:M TP HA NOi Elof,rl Nh6'! -Ge HA NOi

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set 3 18 h

Engineering