Chinyalisaur Bridge Presentation 12.03.12

7/25/2019 Chinyalisaur Bridge Presentation 12.03.12

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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


2/17

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


3/17

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


4/17

/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


5/17

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.


6/17

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.


10/17

/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


11/17

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$ernaies and de"ide his mind a""#rding$!(


12/17

PLATE NO.

!2

E%AMPLES O# RECENTLY DESIGNED

ARCH BRIDGES O# VARIOUS KINDS ,

PROO# CHECKED $ APPROVED AND

UNDER

#ABRICATION $ CONSTRUCTION


13/17

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


14/17


15/17

PLATE NO.

6Thr)7 De"- Lai"ed Ar"h 9ridge* 40m span #er he

rier 3ahre+ a Tharia*egha$a!a


16/17

@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.!>

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Chinyalisaur Bridge Presentation 12.03.12