Tài liệu Bản vẽ cầu Rào 2 Hải Phòng

Ra~o~~~~~~~~ RAO U BRiDGE Drawings Association of Finnroad Ltd. and ConsultingKORTES & TED! 15.12.2007 F1Nr~ROAO WSP Consulting KORTES Ltd TEDI I I ! ! I "I I ! i " ~~.AUST REPUBUC OF VIETNAM PHONG PEOPLE'S COMMITTEE' , / CLIENT NAME HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT PROJECT NAME THE RAO 11 BRIDGE PROJECT Drawing ) FINNROAD GENERAL LOCATION MAP WSP ConsultingKORTES Ltd o ing no lEOI DESIGNED BY NAME A. 80110 s CHECKED BY E. Le Ciluoto ~~' SIGNATURE DATE Date of issue 17.6.2005 21.11.2005 21.11.2005 APPROVED BY R.Sollanmaa .~ ,,\....,,- '" '.. " . j-.. ',,;. ," . '.. -"." ... \, " ....."" '.... -, -. ." "'., • • i>~' '\~ ., ' .. - " ,. ',',," \,'., . \ . -1;'- -1:'- I I ' i,"- i '" -1;'- ALlST REPUBLIC OF VIETNAM PHONG PEOPLE'S COMMITTEE 1;"- i .. .". ' ! \ / .... '''- ~- i i CLIENT NAME ! ' 1,"- 1;"- i I -<'- i ..,i HAfPHONG BRIDGE PROJECTS MANAGEMENT UNIT "1..-11- ..,I . PROJECT NAME '" . '" '; -1;'- i THE RAO 11 BRIDGE PROJECT '~ . '.. \.~ .~ '. -1."- " '" -. Drawing ' . ". " I FINNROAD WSP ConsultingKORTES Ltd DETAIL LOCATION MAP -1."- j " '" .. I .. ; , -1."- ' '" '" '" .. '" ' ;:- I .,;,;.- i 1;"- i '" '" '" -1."- I Rev '" . ' '" '" '" '" " ". '.. '" Scale DESIGNED BY A. Ball CHECKED BY 21.11.2005 1: 2000 APPROVED BY RSallonmoo as SIGNATURE DATE Date of issue 17.6.2005 Drawing no TEDI NAME o 21.11.2005 SIDE VIEW 1 :500 f_ B SAFETY LIGHT _--._.... l7 +47363 -- ~ ~ 25500 I-------l+------~--------'-=:="----- 6000 NORTHERN APPROACH ROAD 500 m SOUTHERN APPROACH ROAD 200 m S1 TO HAI PHONG CITY S3 0+525 BRIDGE CONTRACT I ROAD CONTRACT S4 4% DRAINAGE COLLECTION PIPE 10 .k+~H--,---+-r-+--.-1~ J I 11 .APPROACH EMBANKMENT AND STRENGTHENING ACCORDING TO ROAD DESIGN , i I i , APF'RO)ml,ATE LOCATION OF I I' \, :i " I PILES BORED PILES ~i~i~ll I_I II~.~~~~_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ____ .~[+-!I If"' \ \ \ I -- ~ -----~----j-H*++---~·-·~~~J~~---····___i'_i_I[ '111 :!' .- - - - - - - : " i . TFI PVC PIPE (1148 mm FOR LIGHTING ELECTRICITY: I ~IIPPLY i PIPE FIXING ! C"> ETC. CABLES 12000 1/;2 00 -r__ ~_~. ______~_________,1~60~0~0~ ______________ -10 -----------~~~H_-----------------~1~'~ ii .5 m I !! 1111 11 11 11 11 11 I 11111111 11111111 I ,, ,: , : , , ., : \1 \ , ___1,-,2000~0 I. I!I I ~~N~~~~~~~~~ \ CABLE RACK FOR TELEPHONE, ELECTRICITY, APPROACH EMBANKMENT AND -STRENGTHENING ACCORDING TO ROAD DESIGN .... 11 I I I' ' ~·~~~~~~~~~'~..~t~i~t1'1~~~~~~~===============================~=====i±~r:~Jt1~~.~~~~~=~===========~~~~~~~==========================--===========~1tiHt===~=====:==========~~~~!~j~~f!~~~ \: -10 I ~~~~----~~~~nfrn~~~~--LI 11 !.----BORED ~1.0 m : : I':: :I' 1, I 1·11 11 ~1.0 m~ 11 .11 ,,: I 0,02 0,02 BRIDGE CONTRACT I 4% 7500 TO DO SON 0+755 5 - -..- - . - . - - - - - . - 7500 3365 RAO 11 _1 A-A 1: 1 00 111111 111111: : : J ::I ::I ::I i I I I ....___LLlU.l.JL__._. -'-'-'-'-T'r'TT-'Ti'lT'-'-~'- I I 11 I 11 11 11 11 11 11 11111111 uuuuSZ-+50 PLAN 1 :500 v-4Q Q ~;:=::= 11 11 11 ' 11 11 11 111111 uuu I -20 __ ------------------j __ '~----------------------~L---=-----+------'--------'------------------------------~-'------t-- '" i' ' '" 1 'I I ,----- 1 1 1 "'=--~~l~l~:c-- F~II~--· .--~~~~~Q_ B -- B 1: 250 . SZ +47.363 ,-- /1 'I / . I~..J·_ 11 I. POND ?~~i~~t~toti~~,Wing 0-2 I .- . -- . -".... - o +- . ~ 1 \ . ~ . --8-'1 ~ ---1 ..- ._._. ccii-3 ._ I_._!~~~_+- BH4 CABLE TANI(- J' ~--;-------b-l ]{ I I I I OUTSIDE DIAMETER I J I "'------800 CAST IN PLACE BORED CONCRETE PILES: BORED PILES: 911000 63pcs - CONCRETE: Class BS REINFORCEMENT:SD390 @@ m PIRAL STIRRUPS SD390 C> L PRESTRESSING BARS 11140 32 pes, fpu - C> ,..., " .... 10 ... '" G <.0 C; 0 D-D 1:20 fD 95 .32 c400 L117000 1030 MN/m2 D) PILE LENGTHS ARE ESTIMATES. ACTUAL LENGTHS DEPEND ON PENETRATION. .. '" 10 I 1700 I - I 0 95 c400 ~ .. E-E 1:100 . I() N le;: 0 r@76 c200 °l ,-- ~ o U') @ @o 14*(7+5) c400 2*(14+9 c200 t @ofl 6 L387( - , If) I . . . 470 ._.L _L _ _ _ _ _ _ _ , , • • I 1.1. .. . 1.1. ._.L_._L _________ J..~_ @o 2 14+9) c200 ,- r- , I I .. .. , .I.. It') N I .. . 0 -,- -,----- _._.- -,_.- _._._._._._,-,- L_. - -- i 560 @76 c200 I "' .. I I 7*800-13600 j N 0 ~ Jj]) ZlclllQ I /'-~,­ , , , ,/p--, , ,, ,, ' , ,, '-- "--" ,,~- @~C300~~~ ______ 3500 ~0)~4~C3~00~ I_~______~~I ~ ___ .< I I ' ,, ... ~ §Jo4 c300 2600 ~o8200/ ~j4~rPO! ' . rm1c----ht W-4 ' I:;;; .", @~ 1. '1 ; ;; ; I • 1 i! c20(@oc200/ ,,400 400 I I I I: ! F- I I I i I I I I I I I 1 I I I I 1 I I I I 1 I T1fit I I I , , , , I I I I I t ; f I I 1 ..1. I I 1 _I- 1 @38 f32 c40 (91) 76 @) 76 L625rt 2 c20 L900[ L\ 8) 38 c400 I I , , .. ~I !! 11 ..1. , _ ~I ,I 1 I ...1 1 1 I. _ CID 38 I ® 38 c400 (i) 38 *32 c400 L11700 , 1700 I 1700 I CD38 c400 CJ)38 1 c400 1700 1700 I r;o. @ \J) 38 c400 i ~',: _ .3 c400 L1 01 OC , (3 Cl i ~ I ,i.19 356 A~~UNbOO ., '::; "" '" '" 0 PROJECT NAME ~ 'S7 L3000 <-~ CL!ENT NAME 52.0 HAiPHONG BRIDGE PROJECTS MANAGEMENT UNIT THE RAO 11 BRIDGE PROJECT j g 1500 1,,-, ~®38 f32 i c400 ll>250 c2.::.::00:.,L:::::9.::.::00~O-f.-.~+-- § 38 t32 c400 L11700 10700 I 1700 I -+ . Drawing no TEDI f32 c200 L9000 (3))76 ~32 c200 L9000 ---.----- l@@ 4 c300 'I I I .l . t . _, .... I (8) 3 c400 1C9'D 76 132 • @) 76 I 1 ! I 32 c200 L900( 9000 ' ,1700 i CV 38 c400 ~I @38 ~32 c400 L5850 2050 4850 (3])76 ~32 c200 L9000 I I I I _. N , , , I , I T §!l (2) 38 .3~ c400 L1 0000 QI ! i~ '" .2., 0 .... 0 J1L _i' : 11 SOCIALIST REPUBLIC OF VlETN'~(ii!~;)X;;". HAI PHONG PEOPLE'S COMMII I~;rl:~~l "., ,..., • t::-: '" l. I " h,---~-'-'--'-----~--rh, ·----------.-""'"'I'!F M-l-H-Hlftr-- .!:.. I I 1 I 11. 2s 4~,",~0 ""~~~~TII-rrmll fm' .I.I_~ ~.0 : I _ lJ_L _ IlL! 190 c200- '_~ 1_. J _:.1 _ _ ~ ~ .~. ~Jl~ 1 f® 2400 I (8)38 c400 l .,~~~~3~8~*~3~~~'4~00~L~17.~0~0~~-+,_ _ _I~====~-~~~~~rt---. 2400 I @38 c400 I 1600 BOC __260L.I_--,><35",,' O""O'---FSlirrups It') I I c;J I I I I 1 0 :G)bl j 8-B 1:100 ~ C§X2L", 190 c200 ... N I' SOl 1600 @4C300J 11400 10 l!r! 11 I ,, ,, , , ,, , ~ 111 ~~-- .... , I , ' ... _,~/I ® 38 l' J c400 .' 2050 DESIGNED BY NAME A. Ballogos 1: 100,1: 50,1: 20 CHECKED BY E. Leppaluoto APPROVED BY R.Sallanmao SIGNATURE. / DATE 1'··----·-·· Scale b- 2 21.11.2005 21 .11.2005 21.11.2005 El Cl D-D 1:100 (8)39 c200 _-,-,®9L'3=8~C2~OO=+-pl &!~28L---------7 .16 c 00 L6000 11 " \ (2) 59 c2aO drawina b-2 81'l ~ drawinQ b-2 '-' ~~ ® 19 c400 018 c400 200 20® o r-.. ~ 120 DET.1 1:20 .25 L2200 DET.2 1:20 ~ 9.16 !@39 c200 ~ • • I 7500 205 @40C20oAt " \" '-' er _ / en '" 39 .16 c200 L3000 ~ @25 cl000 019 c400 ® 18 c400 - ;8 45 *16 c200 L1650 640 '''' • , I I I I I I I I I I I c200 • ~ 45c200 ~. I • ~ ®40 c200 :5 • 4 45 .10 U) c200 L2230 (5)40 c200 (6)37 c200 ~k- (6)40 1 (2) ~ ~ / CD -----I I (25J 45 c200 - -- - -- - . - - .- _.. - - 1 015 c400 20(5) 200 -1= ®16 c400 g -[= k~ '" e~ 1/~69 c200 I $" CLIENT NAME '. ~ \.!,(;,(",,-~ P~i~ <::> ., 'i: HMi r~'! '.)i1p.,'\' 1 xl(~>·-. ,;,':,,,'~:" IX' 8 *22c200 L3000 " t,/ v \'1 ~:!I.'~_r\C j_:~\. ! A;'-'jr..1f ,aoo, 115 1 QI ~. \S' 1h,;,-"":, V· .I:-'~ ____ <~ I-("'\.\, ®l71 c200 c200 @) 1100 (f8) 73 c200 1:100 Scale DESIGNED BY SIGNATURE DATE 0 Date of issue 17.6.2005 Drawing no TEDI NAME Rev A. Ballagas ;""4} 21.11.2005 b-3 1: 100,1: 50.1 : 20 APPROVED BY CHECKED BY E. Leppaluoto - JII 21.11.2005 R.Sallanmaa r 7 21.11.2005 0-0 1-50 - @22 c200 ~22 c200 @~~12 c200 @@16 c400 ! I -,!- 15sl22 c200 -- - - - - ,-.- -,-._._.- - - - , - - - - - --- - - - - - - - - ,-- - - - - -- - -- IT: I , I , It oJ I I g (I rr-, rr-- I1 I1 rr.o---,I" 14 (I 11 I1 f~ " I lL_J "--··------i-------L--:::------::r~~~--~---~-= i\---OO~~~""""~=i:~""-""---.-~~- :~:= ----,Q" r p=--=== - • I (I (I (I " ~~-~=~____ I .. I ~~ - - ~t- - • -- ,, , , , , , • I I I I • • I I I I , ~n L 400 D === ===, 4 g 112 *25 L1900 total co I --- - - - - 1 - - - ---" I 4 112 *25 L4400 to al I I -------- -.-.-.- - - I • I • I I ~-----~~~~==-i I I I I I • .. - I-----------t----' I I (49)(50) 17 c200 I I E-E 1:50 ---"'-~""="-==.",",."=.",,,,,--= !! t:t:4~*ib~~!;~~!!!~~~~~~~;:;::;-~:::~~~~~~~~~~;";~~~::~--:::::~~~~':~':~-~~~~~~~~~~--~~~~~~-,~ I 59 3xl0 .19 c150 150 L1600 I ! =--- ==-...... ~ .,j=..i~ ;;._.~___ -; PRESTRESSING AfTER CASTING JACKING FORCE = 0,99 MN/BAR -, I I ®22 c200 - -- - - - - I I I I I - - -,-,-.- - ----@~12 c200 - I -@~16 c400 - - - - --- - -- 422c200 -~ - - 8 8x9 c 125 260 N I 1~22 ®22 c200 @34 m L2400 - -!olar'-- c200 41 112 t25L2700 total 1140 6 5*19 c300 L5020 biding ® 2Z 1200 (5j) 22 *22 c200 L93GO... l1100 ~. \ @@12C200_l .J ____________ _ 1200~ I 6 5.19 c300 L3800 17c200 I biding around bolts ----------------------- -- J - 430 I r-------------------------~ I -I • , '" lA --y-- I o I ~I~ 4301140 @j5c300 • • : o 00 • ~ ~ ~~t\~~~9~O~11Z7.... CD 30 ~ ~ '-" ~32 c400 L11200 9700 1700 <0 2400 ,I I (3)30 c400 · 2400 I 1700 1700 I , 1 @30 *32 c400 L11700 (2)30 c400 I ®20 ~32 c600 L6~OO I . PILE LENGTHS ARE ESTIMATES. ACTUAL LENGTHS DEPEND ON PENETRATION. ®20 c600 I 0 0 Ii'> 1700 (2) 30 c400 I ~ 1700 I 'I I ®20 c600 , a a /' I ". • I -+---+--- - (8)20 c600 (8)20 c600 ®20 c600 ,,-+-.. . · (8)20 c600 r:z:\ 30 '-v. ~32 c400 L7400 5900 +., i 1700 (?) 30 c400 t I (1)30 c400 BORED PILE 1:50 : a a r-.. ~ • • • • ... '" N • • • • • /' i '\. \ I \. , J I ~ a /--+-..... I I _+ ___ + ___ ... '" N r-.. I r-.. @: 0- • , I . --1-- • , N .... '" a a r-.. • • a g ' I \ .... 1 • , : -----~-I u I") ;;: _.... ~ ~ if) -~~£L :::> ~a:: o a:: at;; ........--' 0- C-C 1: 20 All piles, same reinforcement ~ ---[!l? a:: (f) © @) 7 ~ ./. '---I-I ~ '" "" r-.. I I _..t. ___ + __ _ \ 0 N , "'-+-.... , I I i; ~ IT " ~ ~ -- ----------- F a I , 1 14 *32 c"'275 L1170C I{) I' ;: '\;7-6.35 0 • <> + to ~Lc- I @ ~ 0 !: I • • to I: I. 1b32 c~555 • ... '" N • • • • • • r-.. • • @ ... '" N fC " @: er " - :=.=.=:=:=: r'= , ... '" " N ~ A-A 1:100 -- S2 I~ I : 5 c300 N (1)(?)(I) 60 c200 @(1)@ 2~300 /, 1 r-.. N ,... '" 4 f ~ I I I I I I I I I I I I I I I I I _ _ I_.L..J._._._._._._L .L..J. 2400 to ~ o - ... 5 c300 N I") - . - -'-0- "------- . ® .- mE RAO 11 BRIDGE PROJECT '- D) D-D 1: 20 FINNROAD @ N ,.. '" 14 $32 SUPPORT S2 REINFORCEMENT DRAWING 1 1--_ _ _ _ _ _ _--1 WSP ConsultingKORTES Ltd ® N I '" 058 c600 to 123 *32 c2 0 L10100+2x6c560 !Sl1?~ *32c280 L6~ P(~2x6c560 8600 I 1700 I 5000 17.6.2005 i ". + 2x6 e560 PROJECT NAME r-.. I (4) 123 c280. HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT - iD r-.. 0 0 l® 123 e280+ 2x6 c560 .-. - $32 c600 L8600 (6) 58 c60D a a OUTSIDE DIAMETER @; ~ 105 *32 c300 L7400 058 *3 c600 L5700 CLIENT NAME 1300 c-I (21)(2V I I ® r-.. @ c- (6) 58 ! N f I @; - I I I -- I_.L..J._._. - ' ~ :(21)6 c300 I REPUBLIC OF VIETNAM PHONG PEOPLE'S COMMITTEE ~ 0 I I I I .... .... 4 I I I") I") f 500 () @; I I I - 0 0 t<1 N : I I r-.. I I I I (21)6 c3DO(j4) 386 *32 c200 L4650 (totaCiXs, ) (2Q) 40 e30u> ""' 8'9' @@ ... '" --- --r-f-r-----I I I I tf5) 318 *32 L4500 (total pes.) @@*13 ---SPIRAL STIRRUPS r-.. @; " --' CD en 1: 100,1: 50,1: 20 DESIGNED BY N ,.. '" r-.. b-6 TEDI a a v- 7O.5 I~ I ----1500 Ciluoto , A .1 CHECKED BY APPROVED BY R.Sallanmaa ------~---------~ 21.11.2005 21.11.2005 @ @4~1~8-,-~... 32,-"L",-34",50"------tI-l" -$--_-'- 4 r- - - I - ~_+---~0'~4:;c8-,~",32,-,L",5",60",-0_/-,1h:--J! 1 48 *32L3350 1 I 4 I '''~ 12 m !.l A-' ~ o " - on 10(1) '<.. - '" " + ® © 1--- ~-" -,,2,,-5-",c2",0,,-0_~ 69)1~9 C> : @ @9+9 c20 @12+2c20 L4300 I @9 cool@14 c200 I _ _ LI _ _ _ _ _ _ _ _ _ I1 @.16 c200 ..... . . . . 08 JlJL..~ I 92 +19 c20 ---1 Cl:b 2x56 (9) 1 I I 16+16 c150 @: +16 c15 . °1 ••••• " o. 00 •• 1--:1\....J!..1I. *19 L6300 . ~ 16 16 c150 @ I~ . _lOeD ___ :-I \0\01 7Q) 9+9 200 .(9) 16 c15 I 120 1720 ~~ #=;:=~{.L--Jl'-jll-~-=:::1~~~1~" "' ' ' ' ' F,"F",",,~~~±::::~~,l-l--l-_II~~ 53 *32 L4300 ~ @18 Nc150 I (21)12+12 c200 ~ 19+19 ,1QO_ r-., ___ E-E 1:50 on", (5) 27 *32 L8500 '(7) 27 *32 ~ " D-D 1:50 A g ! -4fi-----'=--"'---~=~f-------f.J,j-.--I ~ E-E 1:100 ,..., 0" 4--_ _+'>.::(3)3~53~.3'=_2~L8"'_50""0'_l+_--__I I 4000 cl00 L4700S/:iV @ @ -'--- I 2.56 .19 L2600 , 2x7t22 L4000 3500 REINFORCEMENT ARRANGEMENT SHALL BE CHECKED ACCORDING TO FINAL BEARING CONNECTION DETAIL 0 16 c150 I I ge:v 360 ___________________________________ _ ,..., 360 14 *25 L11700 ~ @12 cl00 ®27 c200 2x324 *19 L1080 I @ 2x9*13 L2300 1300 J~ 9 6 200 total o II _ o N o o N I 1 -- --- 2x9 @ 2x7@) 1300 A-A 1:100 8-8 1:100 CONCRETE: Class A AND B REINFORCEMENT: SD390 c-c THICKNESS OF CONCRETE COVER 40 mm 1:100 1770 ® I 16 *22 ®!3 ..... Nc150 , . · · , , • ! , ,, , ,, . . . ..~G , .... , ! @ : , 9 *25 .~. I *2 : : : •• : · • · l.::t-!---'~t--'*25 : - : =--'_-jru I : : : "on @ 6180... 7180 > 25 *25 c200 L61 BD... 7180 _._ ..•......_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - A-A 1:100 8-8 1:100 sz+1O.239(GRADE LINE) --------·-----Sr····- g ;:j -~,-~ - - - - -- - - - - - - ,. ::: ::: ::: :- [=~=-f'- m ::.:±-.; ; I ---:.-:::.-:.:.------:-.:'.:.:~.:.:.:.::~~.:~ I : : .:.:~i=:.:::..::~ : l~ -t::- -:: : :::., L---~=====-~~~~~~~-~~7®------------t------------~+~180~~- -----~-- I I I 1 1 1 1 8000 RESERVATIONS FOR BEARING CONNECTIONS ACCORDING TO FINAL BEARING DETAILS I I I I I 900 I I I 1 1 /I' 0.064 0.061: /I j I I ~ sz-1.8 I .. Ll.L . _.LL.t..! ..J J .. ____ IJJ I 0.064 . " " , N CAST IN PLACE BORED CONCRETE PILES: - BORED PILES: Vil000 16pcs CONCRETE: Class BS - REINFORCEMENT: SD390 - PILE TOE ELEVATION -45.0 - FACTORED MAX PILE FORCE - 3,3 MN 1 I I 0.064 .. j CHAMFERS 20x20 ARE MADE ON THE VISIBLE CORNERS 1 1 I I ..1 REINFORCEMENT: SD390 i 1 co r-- 22t10 8000 0 1"1 3900 CONCRETE: - PILE CAPS Class C - COLUMNS Class C I I sz-1.8 t~ 1 I __ ~- _ __ LEAN CONCRETE 100mm Class E "~----- _ Ll. 1 _ J JI__. __ J_U __ LLL _ \ I ttl1 0000 (1')10000 PLAN 1:100 PilE MAP 1:100 r""'S3 I CD 0+ 715.000 S3 0+715.000 I -J x= 2304007,664 . 676461.905 Y X number --@- I - \. o - 501/ . '-. --I, . . . . . ~ i 12 : --EB-'I 10 i i9 0. 0. 0.' o 8 co col i 2303993.048·-r 676451.544 2304000.552 2303995.126.... _--+---.. 676453.792 . _ _ .. _ 2304000.433 8 2303998.185 9 2304006.278 11 I i I ! 676446.526 10 2304004.031 --EB-- --EB-! 2303998.474 7 ! 676448.485 6 . .1-.- 2 2303993.167 5 = 676446.407 4 Y ! I 1 2303995.414 3 i15 16 2304009.338 T 676448.773 r ! 676451.833 , , , l 676453.911 i 676458.153 I I 676460.231 ! 676458.272 f - - - - - -.... - . - 12 2304003.912 2304011.416 ........ _ ..... : 676460.519 14 X= 2304002.232 y= 676456,032 I 676463.291 13 X= 2304002.232 y= 676456.032 ~2WQmm SUPPORT S3 COORDlNA TES OF PILES I --9-- COMPACTED CRLJSHm 2304005.990 ! 676465.538 , 15 2304011,297 16 2304009.050 j 1 1 676463,579 ! 676465;657 x= 2303996.800 Y == 676450.159 SOCIALIST REPUBLIC OF HAI PHONG PEOPLE'S COMMI o 8 ---EtJ-8 ' CUENT NAME I HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT ! t<) /' R4000 / \. 6-EtJ-- -1'. 1 PROJECT NAME 11-IE RAO 11 BRIDGE PROJECT j i \ ._'+-.- FINNROA 1302/ . / " -1- UPPORT S3 CRETE 1 11 2 I MAP WSP ConsultingKORI ES •. --EtJ-! ----+--~ 2165 11 1 I TEDI 2165 Scaie DESIGNED BY NA.ME b-8 1: 100 CHECKED BY uoto os Dote of issue 15.12.2007 APPROVED BY RSallanmao SIGNATURE DATE L -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- , - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- , -_ _ _ _ _ _ _ . _ _ ..... . 21.11.2005 21.11.2005 21.11.2005 PLAN 1:100 S4 @4 c300 c-c In 1:100 @4 c300 l ®'e _0145 c180 I I I A ,~ ® : 23 ~32 c300/400 L11700 61»22 c300/400 l® 32 c200/4.o0@ 32 c20oJ,tnn 4 G] 48 • 2400 ~32 L7500 :.; --,----~~= I ®®@ 8 c200 \ ~\- ® - -------- J 1/ // : 4 c,5UU t.() , ®®@ 17 c200 / if \ / @ 4 /- I , ::= r=- , i I 4 c300 r.-rJ.~~cn;"""L_l , , I '" 1,/ e ~- ~ ~ (.) S§~ Ic:: t--. E) ;:;::: t.() N .... <=, t.() .... N 0 ~ ~ fD .-::= r::= 0:::: ' T::= < . ::= Ic:: , ::= Ic::: CPIRAL STIRRUPS D) ::= c300 L7800 I ,- -, -' I . --- -,- I i ---~~=-- 1 ---- --- - ... N ~ 1 ~ \------- .@®® ~ 17 200 ~ 87 ~22 c300 L2800 TOT. 133 cs 1500 500 ~ I I I I ~ 1 1 ~ I I I I 4 I I I I ~ I I I I 1 . I Ml---- 4 1 I I I TOT. 95 cs 1500 @@ • • g 0 ~ ;:;::: ::= ,::;:. < ... t.() < c:: ::::. ® [::= ::;:. =, ::::. <-r r::= '"::= 4720 o CLIENT NAME HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT ~i 1c::"T QX±)@® 33 cl00 I ::= ::= < =; Ic::::: --i_@1-!LJsee SOCIAUST REPUBUC OF HAI PHONG PEOPLE'S COMMI~:;:'--~~~' , N - 1-- --- - ::= ;:;::: 0 • Ic::: ,.. ~ ~ ::;:. Ic:: N ®®@ 8 c200 0-0 1:20 ::::. Ic:: 0 4 c300-' OUTSIDE DIAMETER T::= < ... L() 1 12 2x49 UJ32 c200 L4500 • • N 800 , ::= < , ::= 1c::::::J ~ 1 '- c::: 0 1 <: c::: t.() 1 • @@ u r- Ic::::i Ic:: -1 '::;:. ~ 87 ~22 c300 L2900 *13 ~ r::= T::= c300 @@ 0 0 ,.-, ~ Ic:::, J I i 1 All piles, same reinforcement ,:::0 ,- 1~14 T::::' 0::::-; .C00®.® 40 ".c2QQ .. --.-- ~:::o Ic:: ,~ @)@, ~ SPLlCE~+, m I L11700 ~ 1c:::"T 0 \"'-i-/ ~~---- ® 23 c300 , ~ ~25 ~ Ic::-; ~ ~ 10 0 "" 0 ~ 0-... ..., I. "" 0 ::: I N ~ i- "j--_.-j- 1 ~ t.() N @t ~ ,- cs o , ~ • • ..... PILE LENGTHS ARE ESTIMATES . ACTUAL LENGTHS DEPEND ON PENETRATION. E-E 1:20 0 ! i i :S7-0.85 ~ • • ~I '~4~"_ '\ I /' 1 I I I , I. . . . . • 1 I 0 0 ..t- @@ 1 ' 48 *32 L7500 ,- , ®®@20 c150 , 2x32 c200 (3) 2x32 *22 c200 L3700 23 c300 < ' c:: det.1 c::: 145 *32 c180 L7870 =, PROJECT NAME ::= THE RAO 11 BRIDGE PROJECT :::0 Drawing ::= '<7- UTMENT S4 INFORCEMENT DRAWING 1 40.0 WSP ConsultingKOIUES of issue 1 o o o 1700 ~ 2 109 .32c240 L7300 6300 L4300 Det.1 1: 10 2 109 c240 1 109 c240 b-11 TEDI e DESIGNED BY NAME 15.12.2007 A. Bal 1: 100,1: 50,1: 20 CHECKED BY APPROVED BY eluoto SIGNATURE L-~DA~T~E-i~2~1~.1~1~.2~O~05~~~2~1~.~11~.~20~0~5________L-2_1._1_1._2_00_5 ______~ ----~~------~----------------~--------:II--------------------------~---------- J 1/2 PLAN of EMBANKMENT SLAB AT S4 1/2 PLAN of EMBANKMENT SLAB AT S1 ~ l 26100/2=19050 - 50 5900 l>IIE :>, ~ , U 1 : r----------------------------------------~--------,,----~~------~ ~==C==C==I------r---II, I I I I I I I I :I I i l l Abutment S1 :1 I I I I I I l 1 :r; ~ 1 1 N I :H~ i1", 7@2000=14000 ~ 2500 ~ "I", 2500 :H~ DEI1 ",I I IS!:H~ I 0 Q Q-n--l--L,O ~~------------------------------------------~--~------~--------~~ t ~ I IS! I, IS! IS! IS! IS! IS! Q 8@2000=16000 1500 2500 2@2000=4000 RC pile 350x350 Com acted crush stone: t=2otJ LOOO 1O@2000=22000 (12@2000= 24000) 50000/2=25000 4E 1 46000/2=23000(50000/2=25000) ~2 10. 1+0.800 1000 ~ 0-0 OET.2 I 8 ~ I I ---8'-1 1 -;..j>..-I ~5~ 1-3IOj.+e- 35 B-B E-E 0 -~ -- o o 0% L(") ...... 4c OET.1 N 0 0 L(") ...... N 0 .~ 100275 350 106275.J E275 95 1 275100 257275.J E-E (for outer piles) o o - c-c 1.0% --8--' C275 243 CLIENT NAME I j----,o~c-- HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT -;=-Jjl~?f ---,--/ - Jl~lL 250275 1400 0% SOCIALIST REPUBLIC OF HAI PHONG PEOPLE'S COMMI 0% PROJECT NAME THE RAO 11 BRIDGE PROJECT MBANKMENT-SLABS ··ONCRETE 275250 c-c (for outer piles) 0% WSP Corlsult:inj of issue 1 ---I"";; I 325 350 1 275100 I 325 ,L ,,15t f no TEOI DATE b-13 1: 100 DESIGNED BY NAME SIGNATURE 15.12.2007 CHECKED BY APPROVED BY R.Sallanmaa A. Ball ' i~i,i 21.11.2005 21.11.2005 21.11.2005 PILE ROW * 1/2 TOP REBAR NET 11 r ---------------~ ------ 1 I-I ; i l l 1' 11 1 1 i l l 1 1 1 I 1 I ' :I iI I I I I 1 1 :1 1 1 1 1 1 i l l i l l :1 1 1 1 1 I 1 1 i1 Abutment Sl 1 1 1 :1 1 016 @500 I 1 1 I 1 I 1 1 1 1 1 Ln ~ o o 1---- 1 1 _~ 1 1 1 1 11 1 I 019 @200j300 I 019 @200j300 L----~ 11 i l l1 'I@019+9019@100/2001 l , 11 +9016@250 , I :1 i @ EACH I I 0 0 0 LI1 0 N LI1 LI1 J c le" 1 I 1 I I~ ~ ~ -0 @ 1 1 019@250 1 1 I ~ - L I 1 1 I (21) 016®SOO 1 I 1 I @ 1 1 :I PILE§J~IIII I 1 1 ij ~J iL--------____ 1 II ~ I :I ~ 1 I 1 ~ 1 iI '~r-~t~=- I @ ~~ ~@2=-=-50~2~5----+----J1-li:tII I Abutment SI :I 'i :I jI :I iI :I o o o 1 1 j1 11 1 il !1 I ® I 1 1 1 :1 , I 1 1 1 i l l iI 1 I , i 1 : I j1 , (21) 2D19@50 o 11 II I 1 :I 1 1 1 EACH PILE 1 1 1, 1I 1 1 :1 ~- j-- 5016 @250 25 @ ~ t:C ~ ~-----------------------,-' 1/2 BOTTOM REBAR NET * 1 1 1 iL !~ 25 @ EACH PILE I ~ .Ji JJ • • 019 • • ti ti g ~ i B ~ EUE31.f9!~ ~ 019@250 ~~ @) D16@500 @ 016©500 ® 019@500 @ 016 @ EACH PILE 019@250 ~~I (§,N Ln 11 25 @ EACH PILE =!1'Ie ~ o o 0 Ln 0 ...:t ...:t 0 ~ ~ ~ " o 0 0 0, Lnl " " 0 Ln (8,1 (8, ~Ii . <:> 0 0 Ln 5016 @250/125 @ EACH PILE i 0 N 016 @500 ~ I .., 'iti l ~ 5016 @250/125 I @ EACH PILE 11@l500=5500 ® 019 L2000 019 @500 [ 019 @250j125 I~OO£I 019 @250j125 "-"-----'-------" @) 019 ~.. 3250 :;.[ I ® @ @ IE1180 lt <:) ~ 016 U500 016 L1500 016 U500 gll H H H J BAR BENDING SCHEDULE I g H @ ifi'E..-l____-'-'49=86=0_ _ _ _~;.1 t H Il50Z1 590 (019) @ 590 (019) H (Not to scale) REBARS FOR BELLYING (NO: S 1...4) REBARS FOR BOTTOM NET (NO:S 10 .. .12,15 ... 21) REBARS FOR TOP NET (NO: S 30 ... 48) OTHER NUMBERS NOT IN USE. 019 U500 ' Il50~1 H gl, H H ,M H J 18 [ @ I 019 @250 @019 L41170 590 (019) 590 (019)590 (019) if~I______~49=86~O______~J~ .. 019 L5500 1~5021 @D19 L41270 590 (019) I 590 (019) 590 (019) 590 (019) 590 (019) 500 (016) 500 (016) 500 (016) 500 (016) CD 016 L138~ r ® 019 L52820 L3250 H M H 1E1"'_ _ _ _:. :. 39__ 40:...:..0___ @ 016 L5750 I... 5750 :;.1 @ [ (f1) d19@250 D16@500 @ 1@ g I J if I", 019 L=6350 016 L=635~ J 5750 :;.1 t @D19 L L31990 Q}) 019 L L31990 590 (019) 590 (019) I.. 4000 31 ® 019 L=16050 @ g 019 L=16050 J g if I~_..:::H=__=H-::::-=-_---!I g I k 30210 SOCIALIST REPUBLIC OF VI HAI PHONG PEOPLE'S .............~\ IT Ri ;0. 250 CD REBARS FOR BELLYING (FOR OUTER PILES) CD 2+2 013 250 CLIENT NAME 2+2 013 REBARS FOR BELLYING 890 250 CD 880 @) 016 250 250 @ 2+2 013 850 016 L3000 I~OO£I 880 ~ ~ 23@l250=5750 jVI~ @D19 L4000 1 39500 ! 7§@2S0=19000 : 019 ®SOO @016 L52460 37@lSOO=18S00 i7b 1 I L51860 ® 019 L52220 500 (016) 500 (016) 500 (016) 590 (019) 590 (019) 590 (019) H M H HAIPHONG BRiDGE PROJECTS MANAGEMENT UNIT PROJECT NAME THE RAO 11 BRIDGE PROJECT 500 (016) 590 (019) MBANKMENT SLAB S1 INFORCEMENT M 49860 WSP ConsultingKORTES • 'I 1 1 1 I I • I I I ! I • no TEDI 1 I 1 4 NAME b-14 1: 100 DESIGNED BY 3 15.12.2007 1 • j' A. 8011 CHECKED BY APPROVED BY R.Sallanmaa as SIGNATURE DATE 21.11.2005 21.11.2005 21.11.2005 1/2 TOP REBAR NET t; 10@125 tE-?oI. 7501 >1 ", f-----------------------";'jp~0@125 Abutment S4 1/2 BOTTOM REBAR NET r @019 @250 7!J~30 III Abutment S4 ct-= ® 019 @250 I I OZ\019 -....., 38@250=9500 I I 180 70 -Ill f2. 0 ;r;. co ?§j 0 L[) 0 ]~ ?§j 00 0 0 ?§j N 1 016 @500 oth directions I (i1) 019 I 0 (7)019 @250 ~ I Lt) ?§j I ~ o o co N 0 0 00 N 0 0 Lt) "1 f ... 1500 ... 1 @019 L=28180 500 (016) 590 (019) 1 0016 l=2261O 019 L=22700 ® ~ I H J.. 1 I ~~ I fL-~-==---2-166-0--~i1 (ij 013 310 L=2689 @ D13 L=2723 @016 L=10260 (ID019 L=10260 -I r--::- :'1!'" -;y:. Y;:'/ "'Y '-L..Y V 620~'0o,'o T " 853 ~ fL-I",--98-1O-~>lf ® 013 L=2235 ~ .l -;:13101- L0'V f"~'o"''b 857 7 019 @250 REBAR FOR BELL Ylf"lG I 310 ~ (for outer piles) ~ 70 4t- 1 016 @250 5 016 @250 o Lt) 7 D19 @250 ~2i Iil5~275250 {~016 @250 ~t . Note: Concrete cover: 50mm Embankment slab: Concrete Class D Reinforcement SD390 . RC pile 350x350: Concrete Class B Reinforcement SD390 SOCIALIST REPUBLIC OF HAI PHONG PEOPLE'S COM CLIENT NAME HAIPHONG BRIDGE PROJECTS MANAGEMENT UNIT PROJECT NAME THE RAO 11 BRIDGE PROJECT Drawing FINNROA :'c"::~~'16,,,,MBANKMENT SLAB S4 INFORCEMENT WSP ConsultingKORTES of issue 1 I TEOI Scale DESIGNED BY b-15 1: 100 CHECKEOBY s NAME no 15.12.2007 uoto APPROVEOBY R.Sallanmoo SIGNATURE OATE 21.11.2005 21.11.2005 21.11.2005