NAKHONRATCHASIMA RAIL WAY STATION u
60K:5ouAss1Z5au1
HIGH SPEED IT'S NOT JUST A TRAIN, IT'S THE FUTURE S§Ulcird 4USlS ufRsJnls 05J0v7w3JJ 2493-2497
fAs0n1ssn1lt-JAJ1u1sJaJ ... 7uus:1n01nC.J tu ufRs0n1s1un::fus1 anc1v c:>J Lls::m 01nEJ 7un1sri c:>as10s::uus n1v-J R::nuts JCj JUlUlKUlEJ7un1s wCUUl 10s1.:H5n a c:>u fEJ0C1a1on1sR1 s::K :i10na'uus::m mmua'uuuu1 fv0 ' ' id 00a1nus::in01nE.Jnc:>1u uqu8 na10vc:>05ufo5uu1u1Ku1EJ7un1s ric:>as10 4 a1EJ 1ouri a1rnKLi c:> ,a1EJC1::5u c:> c:>n, a1EJC1::5u c:>c:>ntaEJJtKLi c:> ua::a1EJ7Ci ..N
rd 4utOata USf1818llSn s80sufoauuRaiJ 2507
u u
lKU8
1nti lSU0nt:nfRSJnlS Rs011sn iJ 2537
u 1sn1v-JAJ1 u ts J a... J
?K Ll
5ut0atausn 818llSniJ 2546
u a J n, u as 1J 8 u 1Aa 7u1n FJ
11
nu.
1% 19% 39%
456662
23%
91820 183569
5%
nuu an1uvuci0auR'1
14093
9% 1%
29 581 125 4 5
1% 1%
21051
1%
sn1vJRJ1UlSJqJ nnu.
6a1u 252
221
nu.
nu.
U8lCl8Sl'.)tJ
nits 8 llci I
-
a Jn i Ju8 1 I
a'1uqcin1ns
7a 225
nu.
l/,8 R° l8J r\U aaciJU (81u u1n) nlSClJr\U
23326 383891 783553
n1Jq',n1 J q' a1ti1Ku' 386
10K:5u10ata usn iJ 2550
us Kl sIR s0n1s
s801c::f 8Q n 16 u
T
"l R S1 (j U K 1 U R S ll K' Jn 1 R 5 8 1 U " 01 11
nsu1nnefa7un1R5a1 u
lU8JK8JJL18Jn1R581u"
qS i'i 00:i:J ms lVl Ul01 n Kcil n Kcil 8 s:du 5 n n0n 801u1nci01n1u 8JK8J0u1 n du
rll 1ua 8JU RSSl l.58 Ul
'51UJUL18JUS:l51ns Ll8JfRSll5lUUrl
1
Ll8J5n81U
u s:l.51nsGs18 ldC! 01u uv 8Jn1R
Terminal
n1svrcuu1sJa1sJ
21
n1svrcuu1sJa1sJ -'
I
I
_J
UllK8Jn8Jtn8J 01nc.J\)lU8J0:n17K lK u llU '.) Iu u LI 8J n 1sLI8180'.) LI 8J lU 8J URSSll58UlUS lJ fUllUJf1 U UO C1Snl v-1 lU U Kan uci:uc-.i n s:01888n1u s8 u u8 n u1 n vu 0
vrcu Ul 88 JKl SU nsv-.J 8fR SJnl SLI UlO 7K[\J us tJ run u u o C1sn1v-i1ti u nu
un Iu s 10R u s:J11u 8Ju Ass ll.58 u1
a0uu n1 s fl 0:tnl:88
Klang Station
Central
The Mall
TRAIN
DOUBLE RAIL {METER}
HIGH SPEED TRAIN
s10uuu01a8s1no AJ1un510 1.00tua 7?5s::uus101au1a
s1011uu11aaua1sa1no AJ1un510 1.435 1uas
SlJ
AJ1u1sJa0aa ... '
250 - 400 nu.d8 Liu.
AJ1u1sJa0aa ... '
120 - 160 nu. ci8 Liu.
a... nAllUlKUlC.J
c-Jf ... 0C.Ja1srl' a8JnlSAJl UIS Ja u Al n' au... 8 Ala... J
a... nA°llUlKUlC.J
c-Jf ... 0C.Ja1srl°1u' d 8JnlSAJl u ts J
SlJ c;
c;
KS8 tu'llSCJJlCJ 11s0aua::1n8u
CONVENTIONAL TYPE OF SLAB TRACK
sn1v-Jli1u10'80 auA1rl'uu1Kuna0 ... ua:: 1u'd8JnlSAJ1UlSJ
n
tfi 001 n n1sn au1 u uu tKa n li-Jansn1v-J7K a 88 vu tfi a tu u Aa uau1 u uu tKa. n ua::us0d1 u u1 Kun ussn n ' ' ....... .... s::KJ1JnlSlA8 8Un Al FOR OPEN SECTION
Bl FOR TUNNLE SECTION
11s0aua::1n8u
tfi 001nu1Kunussn nn. tAa· 8Un n' 8fKlFiO ' llSJlS C.JOnl Ull8::Aa· Un1sa ua::tn 8U
STOPPER TR ACK SL AB
Cl NARROW GUAGE LINE( SHINK AN SENLINE l
Cl NARROW GUAGE LINE( SHINK ANSENLINEl
...lr
1uaC.JuSfi8Sa
ns::OlCJ AJl ulOSf\J
lll
t88U08clJAU
r
y
'
....
n1s tOSf\J 1a ufav 8Jt0 8J
ns::au ri8J lrlCJJ ll8 ::Al ua n (i-j1 us n1v-J AJl ulSJCf J t8::Cffll 0
Knssu f KU tnav u1ar)n n9sn1it-JAJ1 UlSJCJJ1tJ nJ
OJCJ ASJVlCJSfl1it-JAJ1 ulS JCf Jrll f Ktnan1s lAS 8 ucJ1C.J llSJJl uu8::Janau1088101asu1nvu 80tJ81n1s1aun10 u8:: 80 ' ' au nun1 SLJ ua Jau Al 881J UKl 018 ' u8no1nds::uua0auA1uuu Just in time no::Ous::anan11AJ 0% 81 Rsuau Al 8aa1 Knss u
•
lli8U08CfJAU
'
y
01 n "tu 8Jn10(i-j1 u" cfllKSJri 8JlrlCJJOl UlclU n1JSfl1v-J AJl UlSJCf J a8 8aou ns::au ri8Jt nC.JJOJC.J fust ins uuu u ' "1u181-18un8u " KS8 " AlJ 1 - 2 ?lu " as non C)J ua1 UlS fl 80lll C.Jau Al ll8::usn1 s(i-j1USfl1v-Jt y
'
y
n
SITE ANAL VSIS
9 n cfJfRSJnlS C1.n81JOJ
n cf JfRSJnlS8zj UU n UU 0C1SnllAJ1n EJ-81J faEJn un RlU lrl EJJ8zjUUnlJSn USlJ ruam0
JlU 8JO:ril 7KtK u llUJ f uuLJ8JnlSLJEJlEJ dJLJ 8J l0 8J us tJru ttuJnu uo asn1 wtu uKan ua :uc.J° ns:o1 EJ 00n 1t..Js0u u0nu1nu u f Rs0msu u1a7Kaj no:m1:0zjus tJru nuuoasn1w1ti unu
N.
SUN PATH AND WIND DIRECTION
LAW AND REGULATION
ACCESSIBILITY
'NAKHON RATCHASIMA "'
"
CASE STUDY JI
•
n 1sla8nHnL:J181A1sa:J8EJ1 J
A
LIEGE-GUILLEMINS TGV RAIL WAV STATION. BELGIUM.
-
THE HAGUE CENTRAl STATION, NETHERLANDS
-
-
-
BERllN CENTRAl STATION. GERM ANV
I I I I
••
....... "" " ••
11 I•n ...
- •
•
-
I
•
.,. Ki •
>.
.. ·--
SE STUDY ta t> nA n tJ i 8 i Ai sa :l 8 EJ 10 -
_.
I
LAV[U
CHARTREUSE
$T GILLES
LIEGE-GUILLEMINS TGV RAILWAY STATIO BELGIUM. (2009)
VENNES
cc
LOCATION=LleGE . BELGIUM ARCHITECT: SANTrAGO
1., '
GRIYEGN
COIN TE
•
Tilleur
VA PETIT BOURGOGNE
FUNCTION : TRAIN STATI ON CONST RU CTION AREA: 49.000 M2 (INCLUDING ROAD S) TOTAL AREA OF GLASS ROOF :33. 000 M2
Ka JA1 f
u
ot1a1sn 8uc:>c:>n Tu
5nKlzjlLJzj1a15n 145 1uas (476 !Al a) '
AS8UAClUAJlU3J3r11UrlJ 3 gU '
.....
•
ANGLEUR
IJ
KIHKEMPOIS
LA
SUPI
/
ORIZONTAI.
u
TEEL MEMBER
WIND PllESSlAlE
J.
D A'.>LOAD
AJl uTu SJ 7aa1 UlS [) ril laIo ti 78 fuJf1 i'J UlOlKC\i n 3S1JU UDl n ns::0n 11a::1Ka nna1 (GRID SH
JtiJt17Ks8nii Jn1sac:>ounsn u
s::K:i10an1dnu10 c:>J a::w1uA u10 uua::n1010 u7as10s nlw ti JE.J 7K a1u1sna c:>a1ss::KJlJW un ac:>JOlUi'Jc:>Jan1dla
CASE STUDY
SCHEVENINGEN
I
....
ST A TlNKWAATIEA
nlSLa 8nAnL:f181 Al SC1 :J8 t.1 1J
/
8
AACHIP(l8UUAT ZOAGYUET
OUINDOAP
Q.§1
THE HAGUE CENTRAL STATION , NETHERLANDS (2016)
'"""'
..
Q; GSE BOS HAAGSE HOUT
W1ll(M$PAAK
• •
./
fj
.
tauon
ZEEHCLO(Nl(WART• A
CMttN1 s111-. ,,.D OGELWIJK
..
LOCATION: DEN HAAG. NETHERLANDS ARCHITECT : BENTHEM CROUWEl ARCHITECTS
VOOllMg
SEGBAOEK Hug HS
!@,
-.......... _,/
'
• '\
/
\
/
..
...1
lEYENBUAG
.....
OUTWIJK
FUNCTION: TRAIN STATION TOTAL AREA OF GLASS ROOF:20000.0 M2
"
M0<oens1ond
/
/.
lf.:•-9 Motrv.l1k
.,
LA.AK
(!!!ii
il"')
f:]
\
\
'i
•
c. • • .
....____, •
•
.
. . I
•
IST FL .
.
61 : : : : :
[I . . . . .
.
tiiilT'l'l'I : : : : : :
..
,,
\
'
.. •
m
I
J
Gooland
Cl
.// Nootdorp
ESCAMP
. .
I
I
I
t
I
I
'.'
2ST FL .
61 ( . . . • 111lmn Cl: . • • • c:u.w
![]
8U ft.10nu1AS8LJlEJ
v
. . . . . . . ... .. .. .• .. •
.
On
I
'
•
•
"
'
'
•
'
·-
I
GROUND FlOOR AR EA 20000 M2 STAT ION AREA 15840 M2 COMMERCIAl SP ACE AREA 38 15 M2
. . . . •
_..
•
[OCAL TRAIN ___,_,
I
PlATFORM STATION FIRST FlOOR 12 RA il WA YS
I
• 3S T FL.
SECOND FlOOR 4 RAil WAYS 4ST FL.
H11goord
(j
n1svuct0a151sru: ?un00n u 11a:18u n10sn 1s::>a001n AMSTERDAM TL.1L.11sa
,. I
.. .
c::uw . . . . . . i9
.. ....
a
• •
•
..'' .
•
•
I
.. .
801
r.:l IT'l'l'I : • : : • • () c:UJ.U • • • • • •
•
'
•
I:
I
....
. . .
::cnm::::::!!l
lMSchenYffO
OE AIYl[R(N
PLANNING CASE fill •.
CJ
Jt t4
.. /
Park Leeuwenbergh
SPOORWIJK
..
.I'
l3IJ
NIEUW BINCKHORST /
Scfi1 cle<Sw•Jk
'
rm
\
CASE STUDY
•..
'/!
'ii -
MIT TE
u
I \
I
nisla 8nAn lJl c:>1A1sa :::>8t.110
___,..
l""I ibis Hotel Berton
T
LOCATION: BERLIN. GERMANY ARCHITECT : JU RGEN HILLMER MEINHARD VON GERKAN MARG 8 PAR TN ERS HAMBURGO GERKAN
u
.I I
\t
"Jt M<..-.tbrr
... Bundestag C!l
0:
•
-
...
PLATFORM STATION FIRST FLOOR 8 RAILWAYS SECOND FLOOR 6 RAILWAYS
·-- -.....
...
\
- ....
Bj 11n fried
"E
..
Brandenburo•• Tor {;)(!)
GROUND FLOOR AREA 100.000 M2 GFA 175.000 M2 SHOPS 8 GASTRONOMY 15.000 M2 OFFICE 50.000 M2 PLATFORMS 32.000 M2
-=n
.. l
OrarncnburQ<>r T
r
u
' -- I
\
Central Station
Alt MOOb.f
.....
e G)
\
w•/o
FUNCTION: TRAIN STATION TOTAL AREA OF GLASS ROOF :20000 .0 M2
• •
Hauptbahnhof
p
BERLIN CENTRAL STATION. GER MANY
""
·-·=tl ·--
a -·
•
. ·--·--'" ................ ···-
"'--
-' WU n VU10 7Kaj lla:aj10ldsUn1588n C11UCl18 lAlU aAS8UAa• US1JSnlrJ6s10
·-···-
U stable arch SUU1KUnci18CIJ
m.....- .
llU uf087dfASJC!S1Jn7dnso WU nnEi 0
•
.f'
• •
r
.
'
•
... •
Support d1ua10 fo80s:u:K10nu
• •
•
•
•
ii ,.,._
13 lUCIS
a •1--.
IC , .. • . •
CONCEPT IDEA
BY SITE ANALYSIS - NAKHON RASHA SIMA - a.ncn0a0
LANDSCAPE IDEA
MASS PRELIM
.lr
...J..........
....
ms:::n0v.1 una1V8Jtv.1CJ 0ms1ifoucim'luf>i s0ms
PRE LIM
MOUNTAIN FORM
fJ 0
DEVELOPE FORM IDEA
.......
u1v-ICJSUcbuf Om1u 1t-1SJ1K JV 10uv-ICJSUK8Jm
n 6nuf>is0as10 grid frame
PRE LIM uu1nri17titKU ll8U 1a>1Llu1nlJu
msnCJo IAICJSUci'.)U
... t
PRE LIM
/
#
uBua1ua1Ksums7& High Speed train 10uqo rl ri17ti:doaJ8rlC!o
I tt II If
t
I
ufouM n0ms1tfou fo0ms u1 ms7&135a ri1una10 5SSU1.l1Ci VClJ1.ll'.)U>15511.lRU1
MA SS DEVEL OPE 1
2
,,
3
.dJ
lb.
.,,
,,
A
RJlUCJJC11uf unction tllun1scrs10 oa7tinu01R1s1us1u1nu1u
(Arch)
4
1uun101u1v0011da::o1u 7tiuRJ1uBrnouu1nuu
A
rr
1Clon101u1ci01 R1s7unno1 u
n1s75 JlUV C)JC)l RlS tno LJUS8UOlUV8J81RlS
A
A
5
10
07ti01R1s1unu tn u1u
·:e
LAY OU\ SCALE : 1500
1&300
3400
•
3900
3900
?Sf O
2550
KEY PLAN First Floor Concourse
1. Retail Shop • 1.00 m. 2. Retail Shop + 1.00 m. 3. Reception Hall +1.00 m. 4. Retail Shop + 1.00 m. 5. WC Male + Female +0.90 m.
Local Platform
;
(jJ
I I I I I I
() ()
I I I
""i"Em II II
I I
- I
II II
-
I I
() ()
.!lO
I I I
-0
I I
e
',.,
I
-0 ()t), q.
7. Platform 1 • 1.00 m. 8. Platform 2 and 3 + 1.00 m. 9. Platform 4 and 5 • 1.00 m. 10.Platform 6 and 7 + 1.00 m. 11.Platform 8 +l.00 m. 12.0fflce • 1.00 m. 13.Mechamcal Area + 1.00 m.
' >
05 'mil
25 I
50
1 . 3<1 00
39 00
2550
3900
25.50
KEY PLAN Second Floo r Ticket Off ice
= •
"
•
•
•
•
111 tE D 111 = l a Fl El R EB Fl EEi = =a D • ti I IJ "'@Ill I IJ: : Ill o -ii = I
•
@
111111111111
••
--
0
llllllllM
1.
we male female + 8.60 m.
2. 3. 4. 5. 6.
Retail Shop • 8.60 m. Reception Hall •8.60 m. Retail Shop •8.60 m. WC Male + Female • 8.55 m. Tourist Information + 8.60 m.
Loca l Train Plat fo rm 7. Hi gn Speed Train Gate • 8.60 m. 8. WC male female ( Platform l • 8.55 m. 9. we male female < Platform l + 8.55 m. 11. . 17. Retail Shop • 8.60 18. High Speed Train Gate • 8.60 m. 19. we male female { Platform ) • 8.50 m. 20. we male female { Platform l •8.50 m.
I
I I
I
KEY PLAN
(I)
(I)
Thi rd Floo r
I
I
(I)
(I)
I
I
(I)
(I)
I
I
High Speed Platform 1. High Speed Train Platform l and 2 • 18.70 m. 2. High Speed Train Platform 3 and 4 • 18.70 m.
-
0 5
Ill
Ill
I
I
I
I •
25 I
50
L cb
J @
@
SOUTH ELEVATION SCA l E
]: 750
(.
-
WEST ELEVATION
SCA lE G - - -25.500
-
-<b,_ _
39.00
-<b--
39.00
34,000
Eh
______,Ji
0- - - - - - - - - - - " " " " " "'5.00_ _ _ _ _ _ _ _ _
cD
@
@
©
®
®
J: 750
L cb
_
_L
J
@
@
NORTH ElE VA TION
SCA l E
J:
750
EAST ELEVATION SCA lE
I: 750
l
m
23500
l
@
23.500
l
SECTION B
®
SCALE
1:750
SECTION A SCALE
1:750
FUNCTIONAL DIAGRAM FUNCTION ALDI AGR AM
CHECK-IN
SECURITY
SHOP
ARE APER FLOOR
DEPARTURE ARRIVAL
DOUBLE RAIL
HIGH SPEED TRAIN
WAITING AREA
WAITING LOUNGE
TICKET OFFICE
FUNCTION ALFACTOR 8J Au s::n 8uKan
FLOOR 3
arn0sn1vJ
fn vSU s80
8J ¢ius::n 8 us8J
8 81 s
81un01u K801As80
SlUAl SlU81KlS
FLOOR 2
FUNCTION ALFACTOR
RETAIL 5%
MAINTAIN 10%
OFFICE 5% FLOOR I
DEPARTURE 40%
22454 .64 SQ .M.
ARRIVAL 40%
15.196.04 SQ .M.
TOTAL CIRCULATION 30% TOTAL
22454 .64 9.623 32 ,078 .04
SQ.M SQ.M SQ.M
STRUCTURE AND MATERIAL
GRID SHELL :5aq Steel grid shell KS8 Monocoque shell a1u1snOs:tJ:v-.11otiJ0n:510TaTnan0 200 1uC1s a1nnsn::rnm:n Canopy of Autostadt in Wolfsburg
ALUMINIUM COMPOSITE
-f-t_',....,,_
member O"u1a 200 oaa1uas
--+
I
I
RIG ID FRAME (Welded I section plate girders)
INTUMESCENT ACRYLIC
ARCH TUBE fAs0as10 Arch tKan s:tJ:v-.11otiJ0n:510 10-150 1uC1s
l ;:i:>1UCJvU8t1
=
11s0nuu1n
i
Precast Floor C01U<JJU1n = llSJriuUo8
l
Foundation Arch a1u1soaa11s0oua:>CJ
BOXES GIRDER Hardcoat Low E Heat-Strengthened Glass
fASJciSlJA 8 U
llSJaua:tffo U7i3cb boxes SlJS [) Tv.J LJ UlO AJlU KU1LJ8JR1U 1ri1nu 1 8Ju1ri1nu 10 s:tJ:1a1
1
l
GRID FRAME STRUCTURE
0
8JA L.Js::n8Ulta::uu10 ns:on Low - e Insulating Glass uu10 6 uu. + 6 uu. Aluminum Composite uu10 6 uu.
1 n1 S ril tJllSJ
Frame lW8flJ1u utJ0us0 LJC)J Surface Structure ua:cnu1sri75 Frame aa:5aql_j0Ka0m
Grid Frame steel tube diameter 0.20 m.
n1su ut11tJ :5ao, ua::L.Js::n 8U c==JI
c=::::J!
(=::JI
Steel tube Arch
j:
.... ......... steel tube diameter 1.60 m.
10.00
c==J I c::==:JI
c::::JI
I• C:::=JI c::=JI i===J
II II II I• II
II
I
:;:.--- ... ... .... ........ ...... steel tube diameter 1.60 m.
I
JI
I
1
I• II II II
12.00
··•·· · · ·· ·· ···· ····· ·· · · steel tube diameter 1.60 m.
fl80Lls:n8u10u Modular uu10 X 10 lUC1S 1w875srnflsuvnuuu1Lls:n8u7K a:aJn
12 Cross arch to Foundation _ _,_...... ........................ steel tube diameter 2.20 m.
•
II II
I
II
Grid Frame joint details 75tllu Steel tube uu10 0.20 1uets
m SU Uclv LJUclv lo tJSfl Ussrin lla:sfl1w lU8v01 nn Site Os10snlwlri1J0w1uua:aariuuKan mu1srwuct01oa:a:m n1Sfl80Us:n8UflJSct01L.hnu 15 lUC1S 20 ctU l.JUC.JlJ 32 lUC1S l oocJ10a:aJn
78'1 v-J s u 8: Clo 1utJ u Ll : nu 01uuuu80 LJ8U01UU1JLJ8v FrameKa0fl111aJ60 tJaFrame 1u1nuFrameKa0fl1
INTERN ALFO RC EDIA GRAM
/
!
/
!
msri1tJ11s0u80 Grid Frame o:ri18 llSJ l0U lElUC11 UllUJ llSJ Member uu9
CROSS ARCH STRUCTURE THREE - HINGEDARC H
,_
I
I
S1EJ8::l8EJO U8C18QOC11J9
•
''''''''''''' m
STEE l Pl ATE HI NGED JOINT
7Bs::uu Three - Hinged Arch foEJn0 ::da80lwaC1lKan Hinge sJun0qa Support n0a80a1 uaJEJ lta::ril EJ us0a0cjw uo u
uu10 Steel Tube Cross Arch Steel Tube - 2.20 lUC1S
u1:5a1Ksu Three Hinged Arch lUU fRs0as10uuu statically dete rminate ua::Ti.J dOrtJ Kl Dl nm sn dJ LJ 80§1USl nn 1u 1ri1nu ua:m sluati ultu a0v 8Jfl ru KIJ o
•
nisu u81EJ:5ao, ua::Ll s::n c:> u HI NGE SUPPORT 75 Hinge Support msuC1n linv 8JtKa n1d 8001 nlKa n nlSLJ818C1J88 nlU8lD8R Jl US CJ U .....
/
/
,,- - - - - - - - - - - - - - -',,
,,
18" n 1s16' 8 u l K8 n l Vl cT J 8 rt ura 8 ll u' \)
...J
......
INT ERNA LFORC EDIAGRAM i
Steel Tube 1uun'8u n'8ua:1u'ttiul5tuC1s 1 878" s n 1A s u tJ n tf u u1u s: n 8 u1cT8 ti' 10 a:aJn
••••••••••••• 2.
msri1tius0 l1uu Arch D:O us0nu1nauu ua:usvn u WUllUS rlURJl UCJJ EJJRJ1UCJJU88 D:tna us0 nuu1n ua::mu1sna1 um uus0n u 1aaJtJ Foundation Arch
CONSTRUCTION STEEL ARCH •
STRUCTURE :
CASE STUDY •
UUlOKUldO KUldO 1.8 u.
STURCTURE :
______
D
LOO
ALAMEDA ST ATION
qasua8vt0u HINGE JOINT Hinge Joint §lus1n78s:uu Hinge Joint Crack 01nmsLJt11t1d'.)LJ001Ka n
OAKA OL VMPIC VELODROME
TRANSPORT 8 INSTALL
daBuci'.)u tuuBu9 7uuu1rn1:::nu 81JlJJ1nu 15 tJ s:n <l u
fa 8tJ nCi o:u uci0 fa 8Sfl Trailer ua: 811880 11da: Segment mu81au
CiadJKUIJIUfa8v:1su tJ s:n <i u01 nBuciJuf?i0u1d <i o arch Ciadvfa 8nlSlU <JU lVI OJ8rlU
LleGE-GUILLEMINS ST ATION
JOINT ci'.) U DU ci DS:KJlv tKa n llW ,_____ WUWlUS:nou nuf;:isvlKa
LlatKa tJ U
Steel Arch Tube
LleGE-GUILLEMINS ST ATION
CONSTRUCTION · GRID SHELL LATERAL SUPPORT " ' \
- - - - - - - - G R ID SHELL I
I
I I
I
I I
I
I
I I
I I
I
I
M - - - + - - - VERTICAL
STEEL MEMBER
,>' LATERAL
JI.'
SUPPORT
tuufRsvas10nORJ1uKu1tta:u1Kun LICJEJnj1fRsvas105'u9 Oant:Jru:tuu llWUUlv ClUllcia:KUJEJ lLJlrlU7dJlEJ
HORIZONTAL STEEL MEMBER ' - - - - CABLE I ROD BRACING
I I I
: I
ElEMENT 8SIZE
-. -------ALUMINIUM COMPOSI TE 6 MM. 10.9 KG/SQM I
- - -,- - - - - - -GRID SHELL 0.1X 0.3M.
DET All JOINT
t
WINO PRESSURE DEAD LOAD
I
..-;- - - - - - - -STEEL TUBE DIAMETER l.80 M
I
I
FORCE D!EGRAM
,
4'
I I
''
'
I
r-----
'
I
I
.....
- ,",
DU ToEJ fi1u J ti0s:uu MODULA vuv GRID SHELL
'
INST All I
1
0.30 m ISV1flCUCl5SSU01
chun1v11sv15aut..lnti
0. 10 m •
•
TRANS P0RT
21
fflSvC11ti1EJ
wriEi nssun1vfRsvas1vtti u16 EJJ nu tt.Ja CJn KCJEJfuoavCJv1su1RrO C1 • ciJUEiCJEJ ciCJnUvUtUUllWUWU ti JEJas1vtaEl EJsn1wv1nn1EJ7u
ch un1u11sv15au11nnfln1v
Onvs10sn7w tta:ciuuEionunt1vfRsvn1s
1. vucivn10s10foEJsn7vJ
er GRID SHELL lUUfRSvC11VlEJ0odJEJllWU5aouuv • tiJvw1ot.JnEi 30-180 tUC1S aociJu (l/0) 6-12 lUC1S st.Jnsvn1Ku1:au RCJ KavR1fl'.1v 2 n1v •
2 .vucivn1vnu ufoEJsn ussn•n
__..,
Q
CONSTRUCTION GIRDER BOX SIZE 9.0
5.5
fRs0as10R
usu 11s0aua:1n 8 u
78d'.) boxes girder SlJS
1
o1 vJ LJUlOR'.) lU KUlLJ 8JR1 Ulril nu
cbu1ri1nu
pier segment
10
s:tJ:1a1
typical segment
longitudinal tendon
" • Conucte Sf'w.•r Key Loc"19ttudiNI T\f &"
Column
Fb.ed EndFrH End
Elastomerlc Pads
Cooctete ShHr l(ey
(.<*.JmnHe"d
GIRDER BOX IN AL TERNA TVE WA V
- - T rain
("ii1u)mi.-111ao0ms::n0 girder uu1a17u<>oa
.__._,___.....__,_--=... -Foundation
girder
.Rl9lllllllltll11'11D&ll (!>ill!ll'tl'i'B!l2>
INSTALL
78msaac1011uu underslung Truss fmm1su11mf1=1s0ms Tru ss u11:57aum.J o0 segment a:01=1'.)1UL.J aoant.JCJ0 1Ku1:numsas10nluOm1uf?l0u1n .... • 'A ...J o .... un llC1C100lC1St.JUV-JU na1 KSUSfllliS u
TRANSPORT
u1 boxes girder ilounu11a'.)u1L.Js:nou n Site
01 u[m.1 L.Jnaa:u ua0fat.1sn Trailer 11a: ci1 1at.10 11cia: Segment muci16u
n1SlStJ06'.)U00llcia: Segement a:cionu6'.)t.1so0 Shear key 11a:8a ucia: Segment 1u16'.)t.1nua'.)t.155 Post Tension 60s'.)a8rn1s0 1L.J8an pier segment
CONSTRUCTION
•
CURTAIN WALL
CURTAIN WA LL CURTAIN WALL SYSTEM 1uus:uuwu081A1s 1s ... n s80sun1avu1 KU nu ssri nn a1CJa::>vC>va::>18v ToCJOa KSC> 11v::>ui;.1uwu0ns:on111"1nuTAs0 .._ .... ... ' .Jr aS10V8081 AlSUS ['.)fUKUl Al u auvC>vllv..1 u ulsA1 u ToCJo:a ocf uns: on1u1nu TAs01Kan Ks8 C>:ao1uCJu • ,J
/
...
•
STf:(L$TVOS
AJRVAPOUR SARR!EA 1$1'1\m () "1RlGlO
...
_J
...
PRCFA.8RICAT£0 STON'ElJTE LJ\IESTO
'' '' '' '' ,,....••':1
PAAE\.
...
!A'1NOl.OAOANO
BE...RING APPllCATtON UHTEftlNTTENf)
CON'flNUOV$ ST££L CHAH?<l !ANCHOREO
, '
ORll.LEDA.HCHOR IOTTOM TlVoCI(
Rf1Nf(lft(;(O CONCll(T( SI.Al
'' ''
•
I ••. -••• • -
TO CQt4CRErE SI.AB - - - - -
1
'
GAP PROVIDED FOR CAVITY V(Nllt..AT.ON
ELEMEN T 8S IZE - HEATSTREN GTHE NEDGLASS 12 MM.
DETA IL JOINT
-ALUMI NIUN COMPOSITE 4 MM . -ALUMI NIUM ANGLE 5 MM .
CURTAIN WALL uuu 4-SIDED 11JuuuunldsuA::>1uOCJuu1n7uuoouu • To CJ7K" s• Llan Ltru n nuauCJ USl AOl nn1 SS un::> ua1 CJ Cll vf)\) 1aunsC>uC>:au 1uCJun un1saonC>uvu1oua:s1CJa:18 CJoa0 • Tu Ul no\) n17K" i;.1uns:on0 A'.)l uci f) idf)\) nu Ul nLJ utau 8u 11J uiJ1uns:onvu107Kaj U8no1nus:uuwu0 CUR TAINWALL llUU 4-SIDED ... -'-' ... • ;.z t: 1Ku1:au nu81A1sn u wu0ns:ona• JCI 8tu 8JK81CJV u .._
--
_J_.
_,
INSTALL
4-SIDE CURTAIN WAL L PAINTED STEEL COLUMN COVER LOWE CLEAR - - , • ·---·IGU -·-·············. HSS 5X3Xl/4 - - - . . . . _
TRANSPORT
'
............ ____
..
COLUMN -····
·········-·- ............... INSULATED SACKPAN
PRESTRESSED --..._ l'STEEL ROD KISS
•• •
t
l
0
0
• Gl/4' STj:EL 7vs: uuwuvns:on a11s:ot>1u ( Unitised System ) uuc:t::>u o:Lls:n8u1uu u1aoa0 " ..J, ..... ' nan1unn8as10 tKu1:nu01unC> 3Sl0VU107Kaj ..J
I : I :
i
-------- f -,. ................. .. :• --------•• •• •• •• •• • ••• • •••
-------
.........----
--- ....
MATERIAL (SURFACE}
•
ALUMINIUM COMPO SITE
COLOR :
WHITE
GRID FR AME
COLOR :
CRO SS ARCH STRUCTURE
COLOR BY INTUMESCENT ACRYLIC
COLOR :
COLOR BY INTUMESCENT ACRYLIC
D
D SIZE
PROPERTIES
LIUlO : nJlJ :
1575 UU.
RJlUKUl 6 UU.
81J :
3099
U.
PROPERTIES a1u1s nda f¢i0u LJTaJ18 fatJ nSJci109Ta88lJK8l nK818 c;:jJn001msCJ0 fatJa1u1snaaaaununs::anTaa
PROPERTIES
INSTUMESCENT ACRYLIC - fRSJciSlJ81A1SnJ1Utd80RJlUS8UCJJOJ
550
c
4 Hr.
COLOR :
BY TILE 8 WINDOW
D PROPERTIES
INSTUMESCENT ACRYLIC - fRSJciSlJ81A1SnJ1Utd80RJlUS8UCJJOJ
550
- a::ti17KfRSJ I Ka nt88 ll8::n Java nuTvJ a::u 00nuRJ1 uso uw1uTu 00c;:jJ tKa nau 550 C Tau1un::h 2 ibfu0
FLOOR 8 WINDOW
l
Tile
temperature steel
c
-
Hardcoat Low E - Heat-Strengthened Glass
a::u 00nuRJ1 uso uw1uTu 00c;:jJ tKa nau 550 C Tau1un::h 2 ibfu0
4 Hr.
•
-
!:
n1sn1n1s8uns:an8nRs0 ri17K81SlRD nwJK Ul0 :8UlLJldJ11:fons:an 50a1u1snauc:JanwJKu1nns:an1a, 11cia:i'..joa:L.Js:noudJtins:anc'l011ci 2 11v.Juvu1u 8!.lJ8UUCi tciUU8vns:am.JOOU A8 c'l011ci 75-95 %
llUUCJEJlEJSaEJcia
(DETAIL JOINT)
OETAll 2
ElEVATIONOF ARCH
..._.....__ _ LONGITUDINAL BARS
-----
..__ _ _ COLUMN HEAD
t::;._._ _ _
COLUMN NCHOR BOILS INTO CO ETE FOUNDATION
Axed End FrH End
DETAIL 2 SC Al E 1=200 •.. -
CONCRETE SHEAR'ttlE '
·------ T .........__ _ COLUMN HEAD
WElDED STEEl PlATES
.__} __... '- - - COLUMN
SIZE
SUPPORT AND BA 0.50
0.50 0.30
0.50
3.00
INGE PIN
9.0
5.5
..
TTOM FOOTING R FORCE CONCRETE
6.00
BOXED GIRDER 0 I
5
HINGE JOINT SCALE
]: 200
FORCE DIAGRAM
ELECTRICAL SYSTEM
-a::uu1wvh-ao1w (SCADA) - power supply equipment monitoring - individual power supply equipment control
18t1vC11UCllt1
- scheduled configuration control - operation trainning function ; network simulation, voltage simulation
•
wifi
•
Main Distribution Board
C11t1lvJw1 1
-1
'
- ""
- mfo.:i'N'11lJ\9l
t cue:i1fl11
ca::uu1w.W1 V1'9€lVI
'V
L<ffu'9 '91"' \;)'ljij VI
f1'Vl'rnU
ii
fl1'1J rp.J V11El1 ::'IJ'IJ fl
1mmviEJ"'11'111e:Je:Jf) 'V
""
'
300 LUX 300 LUX
0
....
400-500 LUX
"'1'Uf1-:11'U
1vi d
'Vl\I €l VI 1'1 ii
VIB-:JLf1tJ'11€l.:i ii
.d
Vl€l-:JLfl1€l.:i
100-150 LUX 30-50 LUX 150-200 LUX 200-300 LUX
1ww1sn1vJ 1vJw1s10
lWCI
I -
• •-a -
a -
I - •• - s - s -
a -
• I
a - •I
SANITARY SYSTEM s::u uC!u1n u1a UPFEED SYSTEM rimho
ON
0314·
riothfafAsn
••
rimhn0
w
s 04•
02·
I
-UIC10SU1
UUU1
s:uuJ16 ••··············••· 78s:uurnsd1tJJ111uu
UPFEED fatJO OJ tfi uu ma W°lll8J81ms::i1001 us:u u K8Jtfiu ouJ17u 81 RlSJlJJlUS:U U s:uuJ1n0 ················· i;.J1utic:i0l.nsw 11a:a0as0lutT0Li c:i 01 uu1a 4x4 @ 5.00 1uas s:uuJ1fafAsn ·············· H1Uti8Jl51SW 11a:a0a s01 LJ80 Li1 ua J1188 (SAT)
AIR COND ITIONIN GEQUIPTMENT
AIR CONDITIONING SYSTEM WATER CHILLER SY STEM /---
/
/
/
/
/
/
/
/
/
/
/
/
/
Water Chiller System 0
c
......
nlAJlUlt.JU OJEJ
HANGING AHU
......
......
s::Ult.JAJ1US8U OJEJ
l
.
allnsrulls::naullla:n.1
1. Cooling Tower
2. Pump aad07uK8JKd07umms01us::uugu 1 3. Chiller t..ls::nvuTt..la:rn Compressor, Evaporator, Condensor
RECTANGULAR CROSS FLOW COOLING TOWER
''
aod07u!i8JKuJ7umms01us::uugu 1 4. AHU aod0ru (gu 2 ) 78s::u u hanging 5. FCU R88au118u duriuau1a1navu
'------· cooling water = •umd== chiller
WATER CHILLED CHILLER
EMERGENCY SYSTEM s: u un UU() Jn u<)nrifl u au us:u uuuu /\CTI VE 7unsruqn1cu
1
oJnciua:s
1s
{AUTOMET I C SPRi f\KL[) s:uuno1uun (WfT PIPr SYSTf M) AS OUAqU Wu 'l nct:iu7u 01A1S rt J :lli JS:>un,)7a uu Olcl 0 u 1riu (Clean Agent) unu)
/
<;:uurio11Jun
( W E- r PIP ! SYST! M )
3
(W et Pipe Sy .:; t em)
o:7d
uu176 6 u ua:u n 1sci
s: Main ri re Control Pane I uC'l: dns wjo
Smoke Detectors. Heat Detecto rs. l1r0ak GIJss Units. j111J u6 u'l LI s: 1w u r'iuii u ll1 u c;: uu1ci nu
aJcl u avo u1w o:.6 <>.:>tioo Jf:J7uKa «>.:> o '>il tHl<! uw n1s6od JQtlnsru o:a OJ'-t 1u.:>nvu:,:111nuvJwur) rl7a 1w vun1s l!
K{t Ji> Hll\ l o.:>c-tn 11i
s:uufl:>uqun5u
o:5o o
uo 1uo lCll
In
11ci:uS1:>ruw
uo uuJci1s:i oou 1wCi .:> s: u uu 0:6uJn17K duJn ju uti u11ci:nj uluns: o1uo1n tflon::>u I
ri vtu D.:>6 u 'l us:outi ri1Kuo7u u
n HH> 1
av-JnTm.Jm s ttuu1uuKEJJtRs EJ 0 (Room less Elevator)
s1 EJ m su
EllRlSrl URJlU Cj' Jllci n
CJ u llu ua vJo
oc1 JlRS ElJ8V'Jc'i1o501oumsEJEJn
llU ucTJlRS C)J lKlcl nnJl Ll nB
0
SL
1,1 50
1, 000
1,000
900
DCJL,1ar1J1u L.11Kunussrin
1) av-Jc1?uam0
P L- 1
1 cTJcflKSUUU
0
cfJlRS 8JUltJaJllUU8EJ80lKSEJ[\J 8UFll
10of10na10
8fllU rlUlllW5lal lnJ8fll U
RJlUlsJ (u./5u1n)
1. 75
1.50
01uKaJ
01uKaJ
n:S-10 (u.)
1.95
1.95
(u.)
1. 95
1. 95
OVERHEAD (u)
3.75
3.75
PIT (u )
1.45
1.45
n:S-10 (u.)
-
-
EJlJ
(u.)
-
-
c:JJ
(u.)
-
-
n UU
dl llK UJCf Uri JJUl Kun
uEi10
2)
uutJ 1
cfuTn0
am 01ucJ Jlll ull1a1
oa uaCJ0avJo
nTn0am Oa01LJ
an
nuu 3)
1 cTJ a1Ksut51Ku1ndutlAJa0
MCJJIRSCJJavJo
cfufn0amO
4) av-Jc1uuqu1rnou
l cTJFlUUUlO
Ksu u u tLJa Kl u Flu lJ u u u10
u uu
uula1iau
lOon0na10
1o la 8 u
?irllU
una1nci 8 u 6'.J ?u
SJCf SlJ '
(Machine Inside Truss)
ES-16
TRs0ma1nlKan H -BEAM
Pb
ES -14
KS8 L-BEAM 0 3
PL-6
PL -
"'
a'JU
- fos0rl8uuu
"\.
- fos0rl8una10 - fos0rl8ua'10
ES -13 . . .
1)
uu 1rna u u1:5?uam Ottci a
J lN u uur11 tJ
Tn0smO 2) uu 1o tau u
u n a1mi u ucTJ ?u lR s0ss10
(Machine Inside Truss) 3) LIFT & ESCALATOR
DIAGRAM
Sl EJ nl
a
n CJ U ll U U UU10 I CJ U ES
RJlU8°U (CJJm) RJ1un:S-10 (STEP WIDTH)
0.75 lUOS /5Ulrl
I
UCJL,lanJ1L.l 27.3-30.0 CJJm
1000
HORIZONTAL STEP
2 STEPS
RJlUlSJ
o.75 u./5u1n
I I
I
BIRD EYE VIEW PlATFORM PERSPECTIVE
LOCAL TRAftHu TFORM PERSPECTIVE
RAILWAV STATION BIRD EVE VIEW PERS PE
'
3RD FLOOR PLATFORM INTERIOR PERSPEC TIVE
"HIGH SPEED TRAIN IS NOT JUST A TRAIN, IT'S AFUTURE"