chinyalisaur bridge presentation 12.03.12
TRANSCRIPT
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200m SPAN HEAVY MOTOR VEHICLE BRIDGE
AT CHINYALISAUR , DIST. UTTARKASHI ,
OVER TEHRI DAM RESERVOIR,
UTTARAKHAND
Client TEHRI DAM REHABILITATION DEPT.
PLATE NO.!
NOTE T"O OPTIONS ARE GIVEN, ONE #OR A
200m SPAN #LAT ARCH BRIDGE $ THE SECOND
ONE IS A CONTINUOUS TRUSS CABLE STAYED
BRIDGE. SCHEMATICS DRA"INGS $
ELABORATIONS ARE INSIDE.
#RONTPIECE
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SITE DETAILS & TOPOGRAPHY OF THE REGION
These 200m span bridges are er! "#mp$e%
"#nsidering eer! aspe" #' #p#graph! and ge#$#gi"a$
"#ndii#n #' he errain(
In #rder # s)bmi a rea$isi" s"heme* he '#$$#+ing
p#ins need # be +ih he Designers and P$anners ,
The na)re and $#"ai#n #' sie and aai$abi$i! #' g##d
r#"- '#r he '#)ndai#ns +i$$ p$a! a er! imp#ran r#$e
# deermine he !pe #' bridge(
INTROD./TION
PLATE NO.2
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TYPICAL E%AMPLE ! & #l't '()* +it* -'n(el )/lmn 'n
)/m-/ite e)1. N/ti)e t*e(e i n/ (')in3 et+een
-'n(el )/lmn. T*i )*eme m'4 n/t +/(1 5/( Him'l'4'n
eimi) 6/ne&V.
T*i (i3e i in C'n''
PLATE NO.7
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/HOI/E OF ATERIALS ,
As per ender d#")men he maeria$ sh#)$d be see$( The
s)per sr)")re sh#)$d be made #' see$ #' Gr( 10 #r m#re
"#nsidering he 200m span and he de"- sh#)$d be
"#mp#sie.
3e are pr#p#sing '#$$#+ing +# s"hemes,
PROPOSED S/HEES ,
4( F$a ar"h +ih Spandre$ /#$)mns and a /#mp#sie De"-
Oer he /#$)mns
2( /ab$e sa!ed /#nin)#)s Tr)ss 5 +ih a /#mp#sie
6Thr)7 De"-
PLATE NO.8
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TYPICAL E%AMPLE 2 & LIGHT RAIL"AY BO" STRING ARCH
BRIDGE O# 89m SPAN O# MANCHESTER METRO ,ENGLAND
:Dei3ne 4 MKS, 5/( ".S. ATKINS,UK;
T*i t4-e /5 ('il+'4 (i3e '(e *i3*l4 5'ti3e )(iti)'l
PLATE NO.
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COMPARISON O#
BRIDGE SCHEMES
#OR CHINIYA SITE
PLATE NO.=
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jjjj
#LAT ARCH
OPTION
DETAILED
STRUCTUR
AL SCHEME
PLATE NO.>
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TYPICAL E%AMPLE 7 & CABLE STAYED RIBBON
DECK BRIDGE
PLATE NO(8
T*i (i3e i in L?em(3 . C/(te4 , Intitti/n O5 Ci@il
En3inee(, L/n/n
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CABLE STAYED CONTINUOUS TRUSS SCHEME #OR
CHINIYA SITE
PLATE NO.
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/ON/L.DING POINTS ,
4( A $#ng span sr)")re s)"h as his +i$$ be high$! +ind
sensiie( S# i is ne"essar! # "#nd)" he d!nami"
ana$!sis and +ind )nne$ esing* )sing m#dern
e"hn#$#gies( There'#re '#reign he$p and e%perimena$
'a"i$iies s)"h as 3ind T)nne$ Tesing ma! be needed(These inera"i#ns are +ihin #)r rea"h(
2( T# design his !pe #' spe"ia$ bridges* Limi Sae Design
pr#"ed)re +i$$ be needed( S# apar 'r#m he aai$ab$e
Indian /#des* 9S:;00 *AST e"( sh#)$d be a$$#+ed #
)sed b! he "#ns)$an( 3e are "#nersan in )sing hese
"#des(
PLATE NO.!0
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1( E%per adi"e '#r b#h 'abri"ai#n & Ere"i#n +i$$ be
re?)ired( 3e +i$$ arrange '#r hese seri"es(
;( The /$ien is inied # dis")ss a$$ he pr#s & "#ns #' he
gien a$ernaies and de"ide his mind a""#rding$!(
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PLATE NO.
!2
E%AMPLES O# RECENTLY DESIGNED
ARCH BRIDGES O# VARIOUS KINDS ,
PROO# CHECKED $ APPROVED AND
UNDER
#ABRICATION $ CONSTRUCTION
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PLATE NO.!7
9eas Rier* ana$i* Hima"ha$ Pradesh
400m L#ng F$a ar"h( /#mparis#n #' /#n"ree & See$ Opi#ns(
STEELOPTION
RCCOPTION
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PLATE NO.
6Thr)7 De"- Lai"ed Ar"h 9ridge* 40m span #er he
rier 3ahre+ a Tharia*egha$a!a
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@0m 9#+ Sring
Girder Ar"h 9ridge
#er rier 9h#gd#i a
#ha*Asssam
PLATE NO.
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/ON/L.DED
&
THANB YO.
PLATE NO.!>