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
4 NHUE RIVER CROSSING GAD - 2 / 3 VT SNG NHU GAD - 2/3 PIC-TEC-GAD-WVO-J04-18002-B-2A
5 NHUE RIVER CROSSING GAD - 3 / 3 VT SNG NHU GAD - 3/3 PIC-TEC-GAD-WVO-J04-18003-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
7 NHUE RIVER CROSSING GAD - SEGMENT ARRANGEMENT - 2 / 3 VT SNG NHU GAD - B TR ON 2/3 PIC-TEC-GAD-WVO-J04-18008-B-2A
8 NHUE RIVER CROSSING GAD - SEGMENT ARRANGEMENT - 3 / 3 VT SNG NHU GAD - B TR ON 3/3 PIC-TEC-GAD-WVO-J04-18009-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
10 NHUE RIVER CROSSING CONST METHOD - 2 / 3 VT SNG NHU PHNG PHP THI CNG - 2/3 PIC-TEC-GCM-WVO-J04-18012-B-3A
11 NHUE RIVER CROSSING CONST METHOD - 3 / 3 VT SNG NHU PHNG PHP THI CNG - 3/3 PIC-TEC-GCM-WVO-J04-18013-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
23 NHUE RIVER CROSSING PIERS - P151 - REINF VT SNG NHU TR - P151 - CT THP PIC-TEC-GRR-WVO-J04-18211-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
26 NHUE RIVER CROSSING PIERS-PIERCAP - P152 - REINF - 2 / 3 VT SNG NHU TR - M TR - P152-CT THP-2/3 PIC-TEC-GRR-WVO-J04-18221-B-3A
27 NHUE RIVER CROSSING PIERS-PIERCAP - P152 - REINF - 3 / 3 VT SNG NHU TR - M TR - P152-CT THP-3/3 PIC-TEC-GRR-WVO-J04-18222-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
29NHUE RIVER CROSSING PIERS-PIERCAP - P152 - REINF - BAR LIST - 2 / 2 VT SNG NHU TR - M TR - P152 - CT THP - DANH MC
CT THP - 2/2PIC-TEC-GRR-WVO-J04-18224-B-2A
30 NHUE RIVER CROSSING PIERS-PIERCAP - P153 - REINF - 1 / 3 VT SNG NHU TR - M TR - P153-CT THP-1/3 PIC-TEC-GRR-WVO-J04-18230-B-3A
31 NHUE RIVER CROSSING PIERS-PIERCAP - P153 - REINF - 2 / 3 VT SNG NHU TR - M TR - P153-CT THP-2/3 PIC-TEC-GRR-WVO-J04-18231-B-3A
32 NHUE RIVER CROSSING PIERS-PIERCAP - P153 - REINF - 3 / 3 VT SNG NHU TR - M TR - P153-CT THP-3/3 PIC-TEC-GRR-WVO-J04-18232-B-3A
33NHUE RIVER CROSSING PIERS-PIERCAP - P153 - REINF - BAR LIST - 1 / 2 VT SNG NHU TR - M TR - P153 - CT THP - DANH MC
CT THP - 1/2PIC-TEC-GRR-WVO-J04-18233-B-2A
34NHUE RIVER CROSSING PIERS-PIERCAP - P153 - REINF - BAR LIST - 2 / 2 VT SNG NHU TR - M TR - P153 - CT THP - DANH MC
CT THP - 2/2PIC-TEC-GRR-WVO-J04-18234-B-2A
35 NHUE RIVER CROSSING PIERS - P154 - REINF VT SNG NHU TR - P154 - CT THP PIC-TEC-GRR-WVO-J04-18240-B-3A
36 NHUE RIVER CROSSING PIERS - P154 - REINF VT SNG NHU TR - P154 - CT THP PIC-TEC-GRR-WVO-J04-18241-B-3A
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
43 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 2 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 2/7 PIC-TEC-GRR-WVO-J04-18261-B-3A
44 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 3 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 3/7 PIC-TEC-GRR-WVO-J04-18262-B-3A
45 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 4 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 4/7 PIC-TEC-GRR-WVO-J04-18263-B-3A
46 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 5 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 5/7 PIC-TEC-GRR-WVO-J04-18264-B-3A
47 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 6 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 6/7 PIC-TEC-GRR-WVO-J04-18265-B-3A
48 NHUE RIVER CROSSING PIER CAPS - P151-P154 - REINF - 7 / 7 VT SNG NHU M TRU - P151 - P154 - CT THP - 7/7 PIC-TEC-GRR-WVO-J04-18266-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
53NHUE RIVER CROSSING DECK - SEGMENTS SA8'-SB8' - CONC OUT VT SNG NHU BN MT CU - PHN ON SA8'-SB8' - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18304-B-2A
54NHUE RIVER CROSSING DECK - SEGMENTS SA7'-SB7' - CONC OUT VT SNG NHU BN MT CU - PHN ON SA7'-SB7' - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18305-B-2A
55NHUE RIVER CROSSING DECK - SEGMENTS SA6'-SB6' - CONC OUT VT SNG NHU BN MT CU - PHN ON SA6'-SB6' - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18306-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
57NHUE RIVER CROSSING DECK - SEGMENTS SA4'-SA4-SB4-SB4' - CONC
OUTVT SNG NHU BN MT CU - PHN ON SA4'-SA4-SB4 -
SB4'- KT CU B TNGPIC-TEC-GDO-WVO-J04-18308-B-2A
58NHUE RIVER CROSSING DECK - SEGMENTS SA3'-SA3-SB3-SB3' - CONC
OUTVT SNG NHU BN MT CU - PHN ON SA3'-SA3-SB3-
SB3' - KT CU B TNGPIC-TEC-GDO-WVO-J04-18309-B-2A
59NHUE RIVER CROSSING DECK - SEGMENTS SA2'-SA2-SB2-SB2' - CONC
OUTVT SNG NHU BN MT CU - PHN ON SA2'-SA2-SB2 -
SB2'- KT CU B TNGPIC-TEC-GDO-WVO-J04-18310-B-2A
60NHUE RIVER CROSSING DECK - SEGMENTS SA1'-SA1-SB1-SB1' - CONC
OUTVT SNG NHU BN MT CU - PHN ON SA1'-SA1-SB1 -
SB1'- KT CU B TNGPIC-TEC-GDO-WVO-J04-18311-B-2A
61NHUE RIVER CROSSING DECK - SEGMENT PS1 - CONC OUT - 1 / 2 VT SNG NHU BN MT CU - PHN ON PS1 - KT CU B
TNG - 1/2PIC-TEC-GDO-WVO-J04-18312-B-2A
62NHUE RIVER CROSSING DECK - SEGMENT PS1 - CONC OUT - 2 / 2 VT SNG NHU BN MT CU - PHN ON PS1 - KT CU B
TNG - 2/2PIC-TEC-GDO-WVO-J04-18313-B-2A
63NHUE RIVER CROSSING DECK - SEGMENT PS2 - CONC OUT - 1 / 2 VT SNG NHU BN MT CU - PHN ON PS2 - KT CU B
TNG - 1/2PIC-TEC-GDO-WVO-J04-18314-B-2A
64NHUE RIVER CROSSING DECK - SEGMENT PS2 - CONC OUT - 2 / 2 VT SNG NHU BN MT CU - PHN ON PS2 - KT CU B
TNG - 2/2PIC-TEC-GDO-WVO-J04-18315-B-2A
65NHUE RIVER CROSSING DECK - SEGMENTS SA6-SB6 - CONC OUT VT SNG NHU BN MT CU - PHN ON SA6 -SB6 - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18316-B-2A
66NHUE RIVER CROSSING DECK - SEGMENTS SA7-SB7 - CONC OUT VT SNG NHU BN MT CU - PHN ON SA7 -SB7 - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18317-B-2A
67NHUE RIVER CROSSING DECK - SEGMENTS SA8-SB8 - CONC OUT VT SNG NHU BN MT CU - PHN ON SA8 -SB8 - KT
CU B TNGPIC-TEC-GDO-WVO-J04-18318-B-2A
68NHUE 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-J04-18319-B-2A
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
CU B TNGPIC-TEC-GDO-WVO-J04-18330-B-2A
70NHUE RIVER CROSSING DECK - BLISTER TYPE 4 - CONC OUT VT SNG NHU BN MT CU - BLISTER TYPE 4 - KT CU B
TNGPIC-TEC-GDO-WVO-J04-18332-B-2A
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
TNGPIC-TEC-GDO-WVO-J04-18355-B-2A
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
75NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 2 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 2/7PIC-TEC-GST-WVO-J04-18402-B-2A
76NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 3 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 3/7PIC-TEC-GST-WVO-J04-18403-B-2A
77NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 4 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 4/7PIC-TEC-GST-WVO-J04-18404-B-2A
78NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 5 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 5/7PIC-TEC-GST-WVO-J04-18405-B-2A
79NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 6 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 6/7PIC-TEC-GST-WVO-J04-18406-B-2A
80NHUE RIVER CROSSING DECK - PT - PLAN VIEW & ELEVATION - 7 / 7 VT SNG NHU BN MT CU - PT - MT BNG & MT NG
- 7/7PIC-TEC-GST-WVO-J04-18407-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
83 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 2 / 10 VT SNG NHU BN MT CU - PT - MT CT - 2/10 PIC-TEC-GST-WVO-J04-18411-B-2A
84 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 3 / 10 VT SNG NHU BN MT CU - PT - MT CT - 3/10 PIC-TEC-GST-WVO-J04-18412-B-2A
85 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 4 / 10 VT SNG NHU BN MT CU - PT - MT CT - 4/10 PIC-TEC-GST-WVO-J04-18413-B-2A
86 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 5 / 10 VT SNG NHU BN MT CU - PT - MT CT - 5/10 PIC-TEC-GST-WVO-J04-18414-B-2A
87 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 6 / 10 VT SNG NHU BN MT CU - PT - MT CT - 6/10 PIC-TEC-GST-WVO-J04-18415-B-2A
88 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 7 / 10 VT SNG NHU BN MT CU - PT - MT CT - 7/10 PIC-TEC-GST-WVO-J04-18416-B-2A
89 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 8 / 10 VT SNG NHU BN MT CU - PT - MT CT - 8/10 PIC-TEC-GST-WVO-J04-18417-B-2A
90 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 9 / 10 VT SNG NHU BN MT CU - PT - MT CT - 9/10 PIC-TEC-GST-WVO-J04-18418-B-2A
91 NHUE RIVER CROSSING DECK - PT - CROSS SECTIONS - 10 / 10 VT SNG NHU BN MT CU - PT - MT CT - 10/10 PIC-TEC-GST-WVO-J04-18419-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
93NHUE RIVER CROSSING DECK - PT - FUTURE ADDITIONAL PT - 2 / 3 VT SNG NHU BN MT CU - PT - PT B SUNG TNG LAI -
2/3PIC-TEC-GST-WVO-J04-18451-B-2A
94NHUE RIVER CROSSING DECK - PT - FUTURE ADDITIONAL PT - 3 / 3 VT SNG NHU BN MT CU - PT - PT B SUNG TNG LAI -
3/3PIC-TEC-GST-WVO-J04-18452-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
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18509-B-2A
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
103NHUE RIVER CROSSING DECK - SA3'-SB3' - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA3'-SB3' - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18513-B-3A
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
105NHUE RIVER CROSSING DECK - SA3-SB3 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA3-SB3 - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18517-B-3A
106 NHUE RIVER CROSSING DECK - SA4'-SB4' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA4'-SB4' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18520-B-3B
107NHUE RIVER CROSSING DECK - SA4'-SB4' - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA4'-SB4' - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18521-B-3A
108 NHUE RIVER CROSSING DECK - SA4-SB4 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA4-SB4 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18524-B-3B
109NHUE RIVER CROSSING DECK - SA4-SB4 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA4-SB4 - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18525-B-3A
No / STT Drawing Title 1 Drawing Title 2 Tiu 1 ca bn v Tiu 2 ca bn v Reference No / S tham chiu
110 NHUE RIVER CROSSING DECK - SA5'-SB5' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA5'-SB5' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18528-B-3B
111NHUE RIVER CROSSING DECK - SA5'-SB5' - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA5'-SB5' - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18529-B-3A
112 NHUE RIVER CROSSING DECK - SA5-SB5 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA5-SB5 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18532-B-3B
113NHUE RIVER CROSSING DECK - SA5-SB5 - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA5-SB5 - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18533-B-3A
114 NHUE RIVER CROSSING DECK - SA6'-SB6' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA6'-SB6' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18536-B-3A
115NHUE RIVER CROSSING DECK - SA6'-SB6' - REINF - BAR LIST - 2 / 2 VT SNG NHU BN MT CU - SA6'-SB6' - CT THP - DANH
MC THANH - 2/2PIC-TEC-GRR-WVO-J04-18537-B-2A
116 NHUE RIVER CROSSING DECK - SA6-SB6 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA6-SB6 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18540-B-3A
117NHUE RIVER CROSSING DECK - SA6-SB6 - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA6-SB6 - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18541-B-2A
118 NHUE RIVER CROSSING DECK - SA7'-SB7' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA7'-SB7' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18544-B-3A
119NHUE RIVER CROSSING DECK - SA7'-SB7' - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA7'-SB7' - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18545-B-2A
120 NHUE RIVER CROSSING DECK - SA7-SB7 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA7-SB7 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18548-B-3A
121NHUE RIVER CROSSING DECK - SA7-SB7 - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA7-SB7 - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18549-B-2A
122 NHUE RIVER CROSSING DECK - SA8'-SB8' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA8'-SB8' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18552-B-3A
123NHUE RIVER CROSSING DECK - SA8'-SB8' - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA8'-SB8' - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18553-B-2A
124 NHUE RIVER CROSSING DECK - SA8-SB8 - REINF - 1 / 2 VT SNG NHU BN MT CU - SA8-SB8 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18556-B-3A
125NHUE RIVER CROSSING DECK - SA8-SB8 - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA8-SB8 - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18557-B-2A
126 NHUE RIVER CROSSING DECK - SA9'-SB9' - REINF - 1 / 2 VT SNG NHU BN MT CU - SA9'-SB9' - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18560-B-3A
127NHUE RIVER CROSSING DECK - SA9'-SB9' - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA9'-SB9' - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18561-B-2A
128 NHUE RIVER CROSSING DECK - SA9-SB9 - REINF - 2 / 2 VT SNG NHU BN MT CU - SA9-SB9 - CT THP 1/2 PIC-TEC-GRR-WVO-J04-18564-B-3A
129NHUE RIVER CROSSING DECK - SA9-SB9 - REINF - BAR LIST - 1 / 2 VT SNG NHU BN MT CU - SA9-SB9 - CT THP - DANH
MC THANH - 1/2PIC-TEC-GRR-WVO-J04-18565-B-2A
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
135 NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - 2 / 5 VT SNG NHU BN MT CU - PS1-PS2 - CT THP 2/5 PIC-TEC-GRR-WVO-J04-18581-B-3A
136 NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - 3 / 5 VT SNG NHU BN MT CU - PS1-PS2 - CT THP 3/5 PIC-TEC-GRR-WVO-J04-18582-B-3A
137 NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - 4 / 5 VT SNG NHU BN MT CU - PS1-PS2 - CT THP 4/5 PIC-TEC-GRR-WVO-J04-18583-B-3A
138 NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - 5 / 5 VT SNG NHU BN MT CU - PS1-PS2 - CT THP 5/5 PIC-TEC-GRR-WVO-J04-18584-B-3A
139NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - BAR LIST - 1 / 3 VT SNG NHU BN MT CU -PS1-PS2 - CT THP - DANH
MC THANH - 1/3PIC-TEC-GRR-WVO-J04-18585-B-2A
140NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - BAR LIST - 2 / 3 VT SNG NHU BN MT CU -PS1-PS2 - CT THP - DANH
MC THANH - 2/3PIC-TEC-GRR-WVO-J04-18586-B-2A
141NHUE RIVER CROSSING DECK - PS1-PS2 - REINF - BAR LIST - 3 / 3 VT SNG NHU BN MT CU -PS1-PS2 - CT THP - DANH
MC THANH - 3/3PIC-TEC-GRR-WVO-J04-18587-B-2A
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
143 NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - 2 / 5 VT SNG NHU BN MT CU - ES1-ES2 - CT THP 2/5 PIC-TEC-GRR-WVO-J04-18591-B-3A
144 NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - 3 / 5 VT SNG NHU BN MT CU - ES1-ES2 - CT THP 3/5 PIC-TEC-GRR-WVO-J04-18592-B-3A
145 NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - 4 / 5 VT SNG NHU BN MT CU - ES1-ES2 - CT THP 4/5 PIC-TEC-GRR-WVO-J04-18593-B-3A
146 NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - 5 / 5 VT SNG NHU BN MT CU - ES1-ES2 - CT THP 5/5 PIC-TEC-GRR-WVO-J04-18594-B-3A
147NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - BAR LIST - 1 / 3 VT SNG NHU BN MT CU -ES1-ES2 - CT THP - DANH
MC THANH - 1/3PIC-TEC-GRR-WVO-J04-18595-B-2A
148NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - BAR LIST - 2 / 3 VT SNG NHU BN MT CU -ES1-ES2 - CT THP - DANH
MC THANH - 2/3PIC-TEC-GRR-WVO-J04-18596-B-2A
149NHUE RIVER CROSSING DECK - ES1-ES2 - REINF - BAR LIST - 3 / 3 VT SNG NHU BN MT CU -ES1-ES2 - CT THP - DANH
MC THANH - 3/3PIC-TEC-GRR-WVO-J04-18597-B-2A
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
152 NHUE RIVER CROSSING DECK - BLISTER TYPE 6 - REINF VT SNG NHU BN MT CU - BLISTER LOI 6 - CT THP PIC-TEC-GRR-WVO-J04-18652-B-3A
153NHUE RIVER CROSSING DECK - BLISTER TYPE 6 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 6 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18653-B-2A
154 NHUE RIVER CROSSING DECK - BLISTER TYPE 5 - REINF VT SNG NHU BN MT CU - BLISTER LOI 5 - CT THP PIC-TEC-GRR-WVO-J04-18654-B-3A
155NHUE RIVER CROSSING DECK - BLISTER TYPE 5 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 5 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18655-B-2A
156 NHUE RIVER CROSSING DECK - BLISTER TYPE 4 - REINF VT SNG NHU BN MT CU - BLISTER LOI 4 - CT THP PIC-TEC-GRR-WVO-J04-18656-B-3A
157NHUE RIVER CROSSING DECK - BLISTER TYPE 4 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 4 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18657-B-2A
158 NHUE RIVER CROSSING DECK - BLISTER TYPE 3 - REINF VT SNG NHU BN MT CU - BLISTER LOI 3 - CT THP PIC-TEC-GRR-WVO-J04-18658-B-3A
159NHUE RIVER CROSSING DECK - BLISTER TYPE 3 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 3 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18659-B-2A
160 NHUE RIVER CROSSING DECK - BLISTER TYPE 2 - REINF VT SNG NHU BN MT CU - BLISTER LOI 2 - CT THP PIC-TEC-GRR-WVO-J04-18660-B-3A
161NHUE RIVER CROSSING DECK - BLISTER TYPE 2 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 2 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18661-B-2A
162 NHUE RIVER CROSSING DECK - BLISTER TYPE 1 - REINF VT SNG NHU BN MT CU - BLISTER LOI 1 - CT THP PIC-TEC-GRR-WVO-J04-18662-B-3A
163NHUE RIVER CROSSING DECK - BLISTER TYPE 1 - REINF - BAR LIST VT SNG NHU BN MT CU - BLISTER LOI 1 - CT THP -
DANH MC THANHPIC-TEC-GRR-WVO-J04-18663-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
170NHUE RIVER CROSSING DECK - DRAINAGE PRINCIPLE -
MISCELLANEOUS - 2 / 4VT SNG NHU BN MT CU - NGUYN L THOT NC -
NHNG NGUYN TC KHC - 2/4PIC-TEC-GAD-WVO-J04-18811-B-2A
171NHUE RIVER CROSSING DECK - DRAINAGE PRINCIPLE -
MISCELLANEOUS - 3 / 4VT SNG NHU BN MT CU - NGUYN L THOT NC -
NHNG NGUYN TC KHC - 3/4PIC-TEC-GAD-WVO-J04-18812-B-2A
172NHUE RIVER CROSSING DECK - DRAINAGE PRINCIPLE -
MISCELLANEOUS - 4 / 4VT SNG NHU BN MT CU - NGUYN L THOT NC -
NHNG NGUYN TC KHC - 4/4PIC-TEC-GAD-WVO-J04-18813-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
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CD
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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
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65000
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" SCALE : 11250 TYL!;:: 11250
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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/ :
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CHECKED BY l BOAT : G. Maurls
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FORllAT\ KHO BAN~ : A1
STAT\JSH~H~G: Technical Design
DAlE\NGAY: 31/01/10
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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.
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t----+---t----------------+----+-----t>-------i CLIENT: CHOeAuTLI: __________________________ ___,,__ _ ____,
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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
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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
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DRAWING NO. I BAN~ SO: REVISION O...TE llEllCRl'TlON sil'A.00 NClAY NQl lllN)sUAOOI TIElll! SQl:r allN1$TIElll! Alain ~ereau P. Amaud PIC-TEC-GAD-WVO-J04-18002-B 2A
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t-----+---t----------------+----+------t>-------i CLIENT: CHOeAuTLI: __________________________ ___,,__ _ _____,
2A. 30/04/11 2nd -..txnlmlon oflBchnlcal dellgn
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U-GIRDER I DAMU
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PROJECT IMPLEMENTATION CONSULTANT 1U v>H Tlil,IC HleN Dl,r AN SYSTRAS.A FILE NAME I ~N BAN~ : DESIGNED BY\ Tlllitr ~ : AK 1C 25/08/10 Updalod
1B 211/0B/10 UPDATED
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1A. 31/01/10 F1.m1 ....
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A.. K . A.maud BAN DI/ AN EuONO ~T fl0 THI HhQI IUllllllBr aiEOOBr aEFCl'DED TIElll! SQl:r allN1$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__. __
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NOTE : CHOY:
FORllATI KHO BAN~ : A1
STAT\JSH~H~G: Technical Design
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
CHECKED BY\ soAT : G. Maurls
4500
4500
FORllATI KHO BAN~ : A1
3
3
3
STAT\JSH~H~G: Technical Design
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
ALE NMIE I TtN BAN 'IE :
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
SECTION A-A MAT CATA-A
SCALE : 11100 TYLI;:: 1/100
12000
~ ~ ~ 3000 g ~ ::c .0 ~ ~ c ~ IL t--0 <
15000
150121 DRAINAGE SPOUT u-J '5 150121 DRAINAGE SF
/
MANGniUNl!Oc 0150 _ / MANGniUNllOC 015
SLOF eooo
~C//'.'.~~i//~ ///, I I n I n
~~~~ /////Jr/// l/ / / / ir / ///
1000 DRAINAGE PIPE / 1000 DRAINAGE PIPE ONG niOAT Nlf0C 1000 ONG THoAT Nlf0C 1000
2500 DRAINAGE PIPE ONG THoAT Nl!Oc 2500
. ~---- ~~~----- !- --~.:_~.= , . '
I
~ I
~ I
~
1''-,, I ''-I '-'-I ''-'' I '' I '-::::
}
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
DETAIL3 CHIT1e'T3 \
(j; OF DECK I ALIGNMENT ClJABAN f.MTcAuiTuvN
t----+---t----------------+----+-----t>-------i CLIENT:
1----+---t----------------+----1-----11-------1 CHOEIAUnr:
2A 3MJ.1111 2nd .subml111lon of l&dinlcal dea9'1 A. K G. Maurte P. Amaud
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
PROJECT DIRECTOR I GIAN ElOc D./ AN : Alain B'9chereau
ALE NMIE I TtN BAN 'IE :
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
~Ii A\ ~ ~J ~ z z l/l .Z ~i ~g 3000 15000 17000 15000 15000
~ ~ ~ i ~ ~ ::c ~ ~ too c :::> c it u.. I!: u.. too 0 '( 1500 DRAINAGE SPOUT o ~
I c;Jg
1500 DRAINAGE SPOUT PIPE HANGER @2000c/c
/ "'"'"" "'" ""' ~ ~o
/"'"'"""~~M ~ /~TIE""' ...... SLOPE 2.4%
bO DOC-2.4%
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I _j Q._
2500 DRAINAGE PIPE
/ ONG THoAT NllOC 250121 I
I I - ------- - -1- -~---------- ~~----~----~----~r==~----~----~----~----------------- --~----~----iT - --T~'i/ // r- , / / - .:: '-'-'-/ '// / ,//'- ,/ "!/'- ' /// s / / ,, JZ/ I /. . , , . . I . ' 1 /_.) ,, ,, r-___ .:::--"- ~ I ~ I 1'' I
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/ / I ,, / /
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OA TRU TLrONG CHAN NGAM I I I I I OA TRU Tl/ONG CHA
------ ------>-------- ------ ------r-------- ------ ------------ ~ (~ ----- ------ ------ too------- ------ ------ ------- ------ -------------?s2r-----------------11---------- ~ PS1 SA1 SA2 SA3 SA4 SA5 SAB SA7 SAS SA9 ~ SB9 sea SB7 SB6 SB5 SB4 SB3 SB2 SB1 1------------- ------1------------- ------ // / / ---- ------- ------ ------ - ------ ------ -------
~:======= ---- _] ~----3 ,__ ~---- - ~ ~ - - - - ---c ---, [ _ -~ --------- - --------_, 1 S00DRAINA 3ESPOUT ~
-------- ------r-------------- - -I-------- ~-/~ ANG THU N-lfO ~ 121150
------ ------ 7 / '/: ---- ------------- ------ ------------ --- - ---------- ------ --------- ---------, -- ,-- - --I
IJ I ct ~ ~ I I I -4 ~- ------------- --1 /I' .,,,ni,.J. DRAINAGE '"t \200121 D~J \ ~~
I I :>IPE INAGEPIPE
--------f~i'IG"1tlOATNU'O'e2 500-----r----------oNGllleA ~NVO& 2000-------- ------1------------- ------ ------ ------------- ------ ------------ --- - ---------- ------ ---------r--~------____ :=Li .------~ L________, c -~ --------1---------
f'- - - -,__ ______
1------------- - ----- 1-- - ---- - - --- - --- --- --- - - - - - --- - - ----- - - ----- - ------ ----- -- - --- - _ _ _ .J _____ ____ } _________ -------- ---------- ------ ------>-------- ------ ------1-------- ------ ------------
~ ------ ------1-------- ------ ------ ------- ------ ------ ---------- ---------
--------i---------- ------ ------>-------- ------ ------r-------- ------ ------------- ------- ------ ------1-------- ------ ------ ------- ------ ----------------i---------I I I
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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2A 31l/04111 2nd 1ubmllillon aftachnlcal dalllgn
1C 01110/10 u -
~INAGEPIPE
'TNOOCIODl/J
PS2
12000
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
SECTION A-A MAT CATA-A
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
~ ~ 0 z ..., '!!i
2500
I I I I I I
I I I . I w
Cl
0:: w ii:
z
I I I I I I
I I I . I w
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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u ~~
I ~~ ~ il ill~ I '!!I ~ B ...
2A 31l/04111
1C 01110/10
SLOPE 1'*t eoooc=1 %
I I
SLOPE 1% EQD0C=1%
HI I
PIPE HANGER cAITRE00NG
2000 DRAINAGE PIPE
I 1500 DRAINAGE PIPE ) ONG THoAT NU'O'c 1501'1l
26
ONG TlioAT N\fO'c 2001'1l CHI TIET-1 ~ -1-~~DETAIL - 1
SECTION B-B MAT CAT B-B
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 ~
IJ \ r---"- [... ~
I-- i. $ ~ DRAIN PIPE 1500 c
~
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5i ~ t u i w .!: F % ; !I $i !;l 8 u ii: B
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
l
1:-r:- :t-r w w
I l
1;r;- ;t;1 w UJ
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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...-~1 -,,, I \
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4600
SECTION A-A MAT CATA-A
0
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
-1-, / '
/ ' /+' \ I ____L ---,-- I \ I
\_ ~ /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 ~
i ~~
;! ~ ci:: :::> w!!!
:!
0:: i5
i L : NG ROAD LEVE CAO E>0 fll!C'
---~ PILE CAP TOP LEVE CA.O fl0 fllN~O COC
~ ' 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
FORMAT\ KHO BAN VE : A1
Teclmical Design
DATE\NGAY: 31/01/10
Thil
~ ,,; ~ I!! " ~ ;; u t I w .!: F % !I $i !;l 8 ~ u ii: B
3"
2A
10
1200 4250 4250
/ .... /-r~ J?7!1) I ' / ...... ___ ,.,.,.
Lf__j_ \ I \ I ' / ....... __ . __ ,...,
If) ..._
-1-/ .... / ' I \ t--1-----t \ I
' / ...... ___ _ _,,,..,.
\ LI ... L+ L' ".._,
'-----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 :
FORMAT\ KHO BAN VE : A1
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
~
i t 7
! ~ ~ 11.
5251 5251
m 2218 523 587 1924 1924 587 523 2218 7~
I .------J______ I .------J______ I Ill ---~ T 1- r T ----- /l_..----- Ill -~ I I \\
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4430 I 2~nn I
5430
(~ 101 '60 L-c-- . - - ___...- I ____.
' l!; n ~ ~ i ~ ! ti ~~ ~ ',!! n
* 50T JACKS REINFORCEMENT TO BE ADAPTED IF USING BIGGER JACKS KICH 50T OOT TH.;:P CAN PHO HQ'P NEU SO' Dl,JNG cAC K[CH LON HON
545 4480 4 5251
523 2511
4 2218 523 587 3476
c
ELEVATION VIEW MATDO'NG
1000
1924
SCALE: 1125 ~lt:1/25
395 395
1000 21 00
3B"8
3848
PLAN VIEW A-A MAT BANG A-A
SCALE: 1125 ~16 :1125
2511
t----+----+--------------+----t--------t CLIENT: 1----+---+--------------+---1----+----1 CHOEIAUnr:
2A 3CW4/11 2nd aubmi11ion of lechnical dllil9iun A. K 1D 01/1Ql10 Updatlld A. K HRB 1C 2Mllltl0 u 1lld A. K 18 ZW&"IO UPDATED A. K
l--"'---t="-='-+~=------------+="---F-"=-+~=--1 HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD
1A 3UJ1110 Fim-.
REVISION DATE SC/ADO! NGA.Y
A. K
DESCRIPTION DelllNEDl!Y NQI DUNG SO'A DOI 111itl"K
IH!llEDl!Y 1111.r
BAN DI/ AN DUONG BAT DO lHI HA N(ll
4430
5430
4480 5251
523
587 I 523
JACK LOCATION VI TR[KICH \
545 41
- ---- - - --- - --- - -f--
\
2218 41
3476
II PROJECT IMPLEMENTATION CONSULTANT TV VJN THVC Hl~N DIJ AN ALE NMIE I TtN BAN 'IE : SYSTRAS.A DESIGNED BY\ Tll1r ~ : A. K
PROJECT DIRECTOR I GIAN ElOc D./ AN : Alain B'9chereau
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
PIC-TEC-GDO-WVO-J04-18250-B 2A
~
i t 7
! ~ ~ 0..
5251 5251
m 2218 523 587 1924 1924 587 523 2218 m
I ~1 ~ I Ill ---'""- I ,J I I ------ /-- Ill ->-----I I \ I I I I le 0
~ .q- :B
I ~ ~
t:: I 8 I N -
I I I I -
~ ~ -
------------=== +~ ---------------0 8 :El S? ~ II) ------o CLIENT: 1--~-+-~~1--~~~~~~~~~~~~~-+-~~~+-~--11--~----1 CHOEIAUnr:
2A 3CW4/11 2nd aubmi11ion of lechnical dllil9iun A. K 1D 01/1Ql10 Updatlld A. K HRB 1C 2Mllltl0 u 1lld A. K 18 ZW&"IO UPDATED A. K
1--"'---+"~"--+-=="--------------+-'-"'---F-'='--i~='--t HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD
1A 3UJ1110 Fim-.
REVISION DATE SC/ADO! NGA.Y
A. K
DESCRIPTION DelllNEDl!Y NQI DUNG SO'A DOI 1111trK
IH!llEDl!Y 1111.r
BAN DI/ AN DUONG BAT DO THI HA N(ll
4430
5430
4460 5251
523
587 I 523
JACK LOCATION VI TRIKICH I
2218
3476
545 141
\
141
II PROJECT IMPLEMENTATION CONSULTANT TV VJN THVC Hl~N DIJ AN ALE NMIE I TtN BAN 'IE : SYSTRAS.A DESIGNED BY\ TH1r ~ : A. K
PROJECT DIRECTOR I GIAN ElOc D./ AN : Alain B'9chereau
FORIMTI ~BAN v : A1
308
308
1198 700 498 308
SECTION B-B MAT CAT B-B
SCALE: 1125 19 19 :1/25
3 12 2 6
1198 700 498 308
- ".'! -~ - -.
.,~~ - ' ... !+===+====\ ' : .. - +-----+---------< ~ - .. I+-----+------<
- -_ . .. - ~_ .. : . f 4
SECTION C-C MATCAT C-C
SCALE: 1125 tY 19 :1125
NOTES : -----------------------~
GHICHU: 1. ALL DIMENSIONS ARE IN MILLIMETERS-LEVELS ARE IN METER 1.TAT cA. cA.C t
~ :ll
i I ~ ~ u 7 ~
~ s F ~ ,,11
c !i
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II)
I
DETAIL 1 CHITle:T 1
1000
1000
I
2362 SLOPE 1%
d6c 1%
1289
5085 528
HALF SE CTI 0 N A-A._______.:==-------=..::==-------------J NO'A MAT CAT A-A
SCALE: 1/20 TY L1~:1121l
1289 5085 532
I I l l \ I \ I I
' \ I I
I I I \ \ I
' \ I I I
' I \
880
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' 1 I I I I \ I I I l I \ l \ I I I l l
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1384
-+---+-------,---------1'--------+--.___, L-------,L--------,1 g "' - r , , I
__ j_~.L...lJ _ _.l_ ,__ _______ _.1_._ ________ _1t~~~T~ NHIP ~ ~- .__ _____ __. ________ ...._ _____ __. _____ __._ ______ u'",: OF PIER I EXP. JT.
~~-----;;-~---~~-~-;;;---~~-~TRU/MOI NOi GiAN NO' 5085
VIEWC-C GQC NHiN C-C
SCALE: 1/20 TY LE::1/20
t----+----+-------------_._ ___ ..._ _ __. __ __. CUE NT: t----+----+-------------_._ ___ ..._ _ __. __ __. CHOeAuTLI:
2A 30/D4/11
1C 25/D8110
HRB 1B 2lll08/10 UPDATED A. K . Amoud HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD
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
3400
1780 1380
S1 S2
SECTION B-B MAT CAT B-B STEEL OR CONCRETE CAP TO BE PROVIDED
Mii be tllng ho~c tht!p 4lfO'C cung cip wi b6 tr!
FILE NAME\ ~N BAN~ :
DESklNED BY I Tlllitr ~ : A.K
CHECKED BY I soAT : G. Maurls
SCALE: 1/20 TYLE::1/20 WITH CORRESPONDING FIXING ARRANGEMENT
liAn k6t twng ung.
t
-
\DETAIL 1 CHITl~T1
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SLOPE 1% flO d6c 1%
... :.. . . .. g .4~ . ~ ~ '4.
B
SYMMETRY
t---50-B5~9~5~1---t-~-~8=80~---t~-~964~---i'~IX(rNG ~
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5085
1224
A of A "'""::::-----+1--...t- Cl : ~~ . \ .,. ___ 1 _-+-lzS--~-----+ ... ~J-1 -
1000 1289 452 I 2343
. q.;. .": ~. l .soci:. 1.. I Ci; ~ _ :4 ... 4 .. . "' . . i -... . ... ~~--+--------+----------+---------.............. --...... ---+-'-l---~--
1000 1289 452 I 1773 r11 500
0 0
~
HALF SECTION E-E NO'A MAT CATE-E
... .. . q
SCALE: 1/20 TYL~:1/20
548
I
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...... ?-1 CHO CHO LOI TllOP ~ OPENING COVER N/\PMO'
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548 1503
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1: 5Qd . I ' , ' I ~ ~-~---t--------+---------+--~~~----.....;:~4----------' ..;.....,..;;;i~ ~~
1000
..,
1000
1289 457 I
HALF SECTION A-A NO'A MAT CAT A-A
1289
SCALE: 1fLO TI'Lt;::1/20
5085
I 532 I
VIEWC-C GOC NHlN C-C
SCALE: 1/20 TI' Li;::1/20
880
2339
B
l..r-DECKAXIS r TIM KB cAU NHIP
1384 I
~ SA9' SB9'
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SCALE : 1/500 Ti' LI;:: 1/500
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B
,i.' .4 .
1000
I
B
tSYMMETRY
..._~~=85=2~--~~880~~~
1000
1000
.; -4
, - ~ 548 '' ... \r--' -d 4
-.,d''\ .. ~-
1299 e1a I
1289
HALF SECTION A-A NO'A MAT CAT A-A
SCALE: 1/20 TYLE:1/20
5085 639 9ao
2122
e
1240
B
1226
~..-~~~~~__,.~~~~~~~~-.-~~~~~~~~~--~~~~~~~--I
I I I I I I I I I
I I I I I I I I I I I l I I I I I I I I l I I I I I I I I I I I
~DECK AXIS I TIM ~TcAIJ NI
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527 548
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SECTION 8-8 MAT CAT B-B
SCALE: 1/20 TY Ll;:1/20
1240
I I I ~ -.~~~~~l~~~~~~~~----'1
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- LBOTIOM BLISTER TYPE 5 ~BOTTOM BLISTER TYPE 5 SEE DWG. NO. - PIC-TEC-G O-WVO-J00-18330-e XEM BAN VE SO - PIC-TEC-GDO' OC>-18330-B
1--~~~ i ~ ----....... ~~...._~~ ........ ~~~~~~~~---1
~ 1..._~54=0~..._1 ~~-1=~=0.__~~~I HALF SECTION D-D
NCrA MAT CAT D-D SCALE: 1/20
TY L1~:1/20
I
I I I I I II I I I I I@
KEYPLAN sea MAT BANG cHrNH
SCALE : 1/500 TY L!;: 1/500
11, 11 t#A I II II Iii sea
I 1
J -Jj- ~I r
;_,ili_ f I ~LDETAIL-1
CHI Tl~T-1 SCALE: 115
TYLl;:l/5
NOTES:~~~~~~~~~~~~~~~~~~~~
GHI CHU: 1. ALL DIMENSIONS ARE IN MILLIMETERS. 1. TAT cA cAc K[CH THllO'c TliEO ElON VJ MM. 2. CONCRETE GRADE FOR DECK: F'C=45 MPA (CYLINDRICAL) 2. ~ e; TONG El(SI Veil e.(N MAT cAU l'o=4S J\.1pe CMAU TRl,I) a. FOR GENERAL SEGMENt ARRANGEMEfff REFER TO DWG. NO. 3. El~ XEM BO TRI PHAN ElOAN CHUNG XIN XEM BAN VE SO
PIC-TEC-GAD-WVO-J00-18007-B TO PIC-TEC-GAD-WVO-J00-1800S-B
~ :l: I II PROJECT IMPLEMENTATION CONSULTANT PRO.ECTI DI/~ : HANOI PILOT UGKT METRO LINE Sadlon Nhon - Hrml RalwaySlllllan .. ~ l!i , ru vJN THVC Hl~N 011 AN "'"'TEC
~
~ ' ;;; l!; .. n t ~ ~ 7 i ~ ! ! ti ~ ~ ~ ~ ',!!
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2A
1C
DETAIL 1 CHIT! T1
1000
SLOPE1% EO dOc 1%
1289
5085
639 930
, 4
HALF SECTION A-A NO'A MAT CAT A-A
SCALE: 1/20 TYLS:1120
I I I I I I I I I I I I I I
5085
TOP BLISTER TYPE 7 I TOP BUSTI:~ TYPE 1 SEE DWG. rNO. - PIC-TEC-GDO.wv~cl>o-18355-B XEM BAN VEISO-PIC.TEC-ODO-WVO.J00-18355-8
1000 1289
I I I I I I I I I I I I I
639
,-- - -- - 11 II II II II II II I I II 11 II II I I I I I I I I I I I I I I
Ir I 11 I 111- - 1 I
::--=--=--=-.:-.=S I
930
VIEWC-C GOC NHiN C-C
d'.
SCALE: 1/20 TYLS:1120
I I I I I I I I I I I I I tttj
KEYPLAN MAT BANG CHfNH
S82 ~II
3MJ.111 1 2nd .subml111lon of l&dinlcal dea9'1
2Mllltl0 u 1lld
SCALE : 11500 TYLS: 1/500
A. K
A. K
SYMMETRY
1226 ~ A ' fil N
1240
I DECKAXIS r TIM KT cAU NHIP
1226
"'' HRB
18 ZW&'"IO UPDATED
1A 3U J1110 Fim-.
A. K HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD t----+-----+---------------4-A.-K __ _._ __ _._ __ -l BAN Dl/ANflUONGsATDOlHI HAN(ll
REVISION DATE SC/ADO! NGA.Y
DESCRIPTION NQI DUNG SO'A DOI
DelllNEDl!Y 111itl"K
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, 0 ~ ;
N 4
M
fil M
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SA2.' SA2. SB2 582'
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0
1289
FORIMTI ~BAN v : A1
5085 639
SCALE: 1/20 TY LS:1120
930
L
I : , I -~
B
I SYMMETRY
. --508_.....5-__--'-~---==---~'----~~-------
~
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SA1' I ,----------
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' . '
4
4 y
SLOPE1% fl() d6c 1%
' .
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5085
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1289 896
. . '
HALF SECTION A-A NO'A MAT CAT A-A
N
lll
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' . -~
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FILE NMIE \ TtN BAN 'IE :
DESIGtlEll BY\ 1H1r Kl: : A.K
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1289 896
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236
1900
HALF SECTION A'-A' NO'A MAT CATA'-A'
SCALE : 1/20 TY Ll;::1/2D
STA.TUSITINHT~ : Technical Design
DATE\ NGAY: 31/01/10
SCALE : 1/5 TYLl;::115
NOTES: ~~~~~~~~~~~~~~~~~~~~~
GHI CHll: 1 . ALL DIMENSIONS ARE IN MILLIMETERS. 1. TAT cA cAC KICH THIJ()'c THEO ElO'N VI MM. 2. CONCRETE GRADE FOR DECK: F'C=45 MPA {CYLINDRICAL) 2. C$.P Bl: TONG EOI Vcll BAN MAT cAU l'c=46 r-,Ape IMAU lRl,I) 3. FOR GENERAL SEGMENt ARRANGEMENT REFER TO DWG. NO. 3. El: XEM BO TRI PHAN EOAN CHUNG XIN XEM BAN ~SO
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
Tm.E \TtNBAN'IE : NHUE RIVER CROSSING WQ'T SONG NHue
DECK - SEGMENT PS1 - CONC OUT - 1 / 2 BAN ~T cAU - PHAN OO~N PS1 - K8' cAU B~ TONG - 1 / 2
DRAWING NO.\ BAN 'IE SO : PIC-TEC-GDO-WVO-J04-18312-B 2A
I I I I I I I I I I I I I I I
: I
B
5085 5085 SYMMETRY
SLOPE 1% l')Od6C1%
1226 SLOPE 1% flO d6c 1%
I Xli~
DETAIL 1 CHITl~T1
1000
D
1289 896
DETAIL 1 CHI TIET 1
1000
HALF SECTION A-A NO'A M~T CAT A-A
SCALE: 1/20 TYLS:1/20
I ~ d ~4 ._4------i CLIENT: II PROJECT IMPLEMENTATION CONSULTANT ALENMIEI TtN BANvE: SCALE lrr~: STATUS\ T1NHT~ : PRO.ECTIDll AN : HANOI PILOT UGKT METRO LINE Sadlon Nhon-Hrml RalwaySlllllan .. ~ ! 1----+---1-------------------+-----11-------1 CHO EIAU nr: TV VJN THVC HISN DIJ AN PIC.TEC.KJ4.1D1 ... _:rADWe Technicel Deeign ru~N Ell/ONG sAT 00 THI THI Dlt:M TP HA NOi Eoflll Nhfin . Ge H~ NOi SYSTRA S.A :.: n H RB aes1GNED BY1rn1r~ : FORJMn~BANv: DATEINGAY: rru1~NBANv : NHUE RIVER cRoss1NG i ~ i 2A 3MJ.11'1 1 2ndubm1111onotlllchn1ca1d-.,, A. K A. K A1 31/01110 WQ'TSONG NHUI;: n ! ti 1--1"'c---1""2Ml""11t1~o-+-u=""111c1'--------------+-A.""K'----F'-'==--+'~=--i HANOI METROPOLITAN RAIL TRANSPORT PROJECT BOARD ClCl
I
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