Erection of Transmission Tower and Design of Residential

8/18/2019 Erection of Transmission Tower and Design of Residential

1/40

ERECTION OF TRANSMISSION

TOWER AND DESIGN OF

RESIDENTIAL BULIDING BY

Y.BOOPA

12STR


2/40

INTRODUCTION ABOUT COMPANY

M.K.const!ct"on #$s %st$&'"s(%) "n t(% *%$ 2000+ &* "ts F N.M!t(!,!-$ #(o %%c!t%) c"/"' #o,s "n ("s n$-%+ #o, !n

GENERAL CONSTRUCTION CIRCLE.

In t($t S(ot P%"o) MK Const!ct"on ($s s!cc%ss!''* co-'%t%) $& o3%cts #"t("n %4"on o Co"-&$to%+ T"!! $n) Eo)% )"st"cts o$n) Po#% s%cto.

T("s co--"t-%nt to 5!$'"t* ($s s%%n "t 4o# o- $ -o)%st t!no/L$,(s "n 2000 to n%$'* Rs.661 L$,(s "n 2012. T(% -$3o #o,s $%+

$7 S!&st$t"on+

c7 T$ns-"ss"on to#%+

)7 R%s")%nt"$' &!"')"n4s.


3/40

TRANSMISSION TOWER

Purpose of transmission tower

A t$'' st!ct!% !s%) to s!ot $n o/%(%$) o#% '"n%. A'so c$''%) %'%

o *'on.

T(% st!ct!%s o o/%(%$) t$ns-"ss"on '"n%s+ co-"s"n4 %ss%nt"$''* t(%

$n) o!n)$t"ons+ ($/% t(% o'% o ,%%"n4 t(% con)!ctos $t t(% n%c%ss$* )"st$

$not(% $n) o- %$t(+ #"t( t(% s%c""%) $cto o s$%t* to $c"'"t$t% t(% 'o#

t(o!4( con)!cto o- on% o"nt to $not(% #"t( %'"$&"'"t*+ s%c!"t* $n) s$%t*

T$ns-"ss"on '"n%s c$* %'%ct"c"t* o/% 'on4 )"st$nc%s $t ("4( /o't$4%s+ t*"c$

110 ,8 $n) 9: ,8 ;11+000 /o'ts $n)9:+ 000 /o'ts7.


4/40

Types of transmission tower

T(% s%'%ct"on o t(% -ost s!"t$&'% t*%s o to#% o t$ns-"ss"on '"n%s

t(% $ct!$' t%$"n t(o!4( #("c( t(% '"n% t$/%s%s

17 S!s%ns"on to#%s

27 T%ns"on to#%


5/40

Types of Suspension Tower

$7 T$n4%nt to#%s

&7 Int%-%)"$t% to#%s

c7 L"4(t $n4'% to#%s

Tangent towers < To &% !s%) on st$"4(t !ns on'*. An4'% o s!s%ns"on "n4

Intermediate towers


6/40

Types of Tension Tower

$7 S-$'' $n4'% to#%s

&7 M%)"!- $n4'% to#%s

c7 L$4% $n4'% to#%s

)7 D%$)


7/40

TOWE !EI"!T

;$7 M"n"-!- %-"ss"&'% 4o!n) c'%$$nc% ;H$7

;&7 M$"-!- s$4 ;H&7.

;c7 8%t"c$' s$c"n4 &%t#%%n con)!ctos ;Hc7.

;)7 8%t"c$' c'%$$nc% &%t#%%n 4o!n) #"% $n)

to con)!cto ;H#7.

T(!s t(% tot$' (%"4(t o t(% to#% "s 4"/%n &*

H > H$ ? H& ? Hc ? H#


8/40

#erti$al $learan$e %etween ground wire and top $ondu$tor

Acco)"n4'*+ t(% /$'!%s o t(% /$"o!s /o't$4%s+ ::,8 to @00 ,8+ $

17 ::,8 < .@-

27 110,8 < :.10-

67 220,8 < 9.01-

@7 @00,8 < .@-

T(% $&o/% c'%$$nc%s $% $'"c$&'% to t$ns-"ss"on '"n%s !nn"n4 "n o%n c


9/40

LOAD &AL&'LATIO( )O TOWE

&O(ST'&TIO(

T$ns-"ss"on '"n%s $% s!&3%ct%) to /$"o!s 'o$)s )!"n4 t(%" '"%t"-%.

T(%s% 'o$)s $% c'$ss""%) "nto t(%% )"st"nct c$t%4o"%s+ n$-%'*+

$7 C'"-$t"c 'o$)s


10/40

)AIL'E &O(TAI(ME(T LOADS

"7 Ant" c$sc$)"n4 'o$)s+ $n)

""7 Tos"on$' $n) 'on4"t!)"n$' 'o$)s.

Anti &as$ading Loads

C$sc$)% $"'!% -$* &% c$!s%) &* $"'!% o "t%-s s!c( $s"ns!'$tos+ ($)#$%+ 3o"nts+ $n) $"'!%s o -$3o co-on%nts s!c( $s

to#%s+ o!n)$t"ons+ con)!cto )!% to )%%ct"/% -$t%"$' o #o,-$ns(" .Torsional and Longitudinal Loads

T(%s% 'o$)s $% c$!s%) &* &%$,$4% o con)!cto;s7 $n)o4o!n) #"%. A'' t(% to#%s s($'' &% )%s"4n%) o t(%s% 'o$)s o t(%n!-&% o con)!cto ;s7 $n)o 4o!n) #"% cons")%%) &o,%n.


11/40

SA" &AL&'LATIO(

S$4 $t $n* S$n > S$4 $t B$s"c S$n ;S$n L%n4t(7 2

;B$s"c S$n7 2


12/40

MET!ODS O) EE&TIO(

SE&TIO( MET!OD

In t(% s%ct"on -%t(o)+ -$3o s%ct"ons o t(% to#% $%

$ss%-&'%) on t(% 4o!n) $n) t(% s$-% $% %%ct%) $s !n"ts.

E"t(% $ -o&"'% c$n% "s !s%) $n) (%') "n '$c% &* -%$ns o

4!*s &* t(% s")% o t(% to#% to &% %%ct%).

T(% t#o oos"t% s")%s o t(% 'o#% s%ct"on o t(% to#% $%

$ss%-&'%) on t(% 4o!n).

E$c( $ss%-&'%) s")% "s t(%n '"t%) c'%$ o t(% 4o!n) #"t(

t(% C$n% $n) "s 'o#%%) "nto os"t"on on &o'ts to st!&s o $nc(o &o'ts


13/40

On% s")% "s (%') "n '$c% #"t( os #("'% t(% ot(% s")% "s &%"n4

%%ct%)

T(% t#o oos"t% s")%s $% t(%n '$c%) to4%t(% #"t( coss -%-&%s

)"$4on$'s $n) t(% $ss%-&'%) s%ct"ons '"n%) !+ -$)% s5!$% #"t( t(%

'"n%+ $n) '%/%''%).

At% t(% t#o oos"t% $c%s $% $"s%)+ t(% '$c"n4 on t(% ot(% t#o s")%s

"s &o't%) !.


14/40

TOWER ERECTION


15/40


16/40


17/40

*OLTI(" A(D "'SSET PLATES

T(% -"n"-!- )"$-%t% o &o'ts !s%) o t(% %%ct"on o t$ns-"ss"on '"n% to#%s

"s 12 --. Ot(% s"%s co--on'* !s%) $% 1: -- $n) 20 --.

T$&'% 6.1 4"/%s t(% -"n"-!- co/% to %% %)4% $n) &o't s$c"n4 $s % IS 02

;P$t II7


18/40

DESI"( O) ESIDE(TIAL *'ILDI("

I(TOD'&TIO(

Mo)%n %"noc%) conc%t% st!ct!%s (o#%/% co-'% t(%* -$* $%$

to $ no/"c% $% !s!$''* )%s"4n%) $s $n $ss%-&'* o st!ct!$' %'%-%nts s!c( $s

&%$-s co'!-ns+ #$''s+ s'$&s $n) oot"n4s.

D%s"4n o %"noc%) conc%t% st!ct!% "s c$"%) "n -$n* st$4%s o"nst$nc%+ %-""c$' $ot"on-%nt o %cono-"c$' s"%s to t(% /$"o!s %'%-%nts+ t(%

)%t$"'%) c$'c!'$t"ons o t(% st%n4t( $n) st$&"'"t* o t(% st!ct!% $s $ #(o'% $n)

%$c( o t(% %'%-%nts !n)% t(% /$"o!s oc%s "t "s s!&3%ct%) to t(% %st"-$t"on o

%cono-"c$' $-o!nt %"noc%-%nts to &% o/")%) o s$%t*+ $s $'so t(% )%t$"'"n4

o st%%' "n /$"o!s $ts o "nt%4$t%) $ct"on.


19/40

GROUND FLOOR PLAN


20/40

FIRST FLOOR PLAN


21/40

DOOR AND WINDOWS DIMENSIONS


22/40

CENTRE LINE DRAWING


23/40

LOAD CALCULATION

17 D%$) 'o$) < IS 9 ; P$t 17

27 L"/% 'o$) IS 9 ;$t 27

DEAD LOAD

PCC 2@ KNCU.M

RCC < 2KNCU.M

F'oo F"n"s( 1 KN CU.M


24/40

LI#E LOAD

17 D#%''"n4 (o!s%s

$7 A'' oo-s $n) ,"tc(%ns < 2 KN S.M

&7 To"'%t $n) &$t( oo-s < 2 KN S.M

c7 Co")os+ $ss$4%s+ st$"c$s%s

"nc'!)"n4 t"% %sc$%s $n) sto% oo-s < 6 KN S.M

)7 B$'con"%s < 6 KN S.M


25/40


26/40

D%t$"'s o Rcc S'$&


27/40

D%t$"'s o B%$-

*EAM

(o

SI0E

,m

LE("T! ,m

TE(SIO(

EI()O&EM

E(T

,1 (os2 of %ars

S!EA

EI()O&E

E(T

,3 legg

stirrups

01 260 J @00 6. 6Nos o 1:-- --600--

02 260 J @00 6. 2Nos o 1:-- --600--

06 260 J @00 6.6 2Nos o 1:-- --600--

0@ 260 J @00 6. 2Nos o 1:-- --600--

D%t$"'s o co'!-n


28/40

D%t$"'s o co'!-n

T+PE O)

&OL'M(

&OL'M(

(O

SI0E

I( mm

Ast

,mm3

*AS

PO#IDED

DIA O)

LATEAL

TIES

SPA&I("

,4mm

AJIAL

1

260 J 600

:@.20

@Nos. o 1:--

&$

260 -- cc

UNIAJIAL

6:

260 J 600

162

:Nos. o 20--

&$

600 -- cc

BIAJIAL

1

260 J 600

2@@

:Nos. o 20--

&$

600 -- cc


29/40

D%t$"'s o o!n)$t"on


30/40

D%t$"'s o st$"c$s%


31/40

D%t$"'s o s!ns($)%


32/40

STAAD2Pro A(AL+SIS


33/40

B%$- D%t$"'s Us"n4 STAAD o

(O O) *EAM SI0E O) *EAM TOPEI()O&EME(T

*OTTOMEI()O&EME(T

S

1 260 J @00 2 nos o 10-- &$ @ nos 12-- &$ -- st"!s

2 260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s

6 260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s

@ 260 J @00 2 nos o 10-- &$ 6 nos 12-- &$ -- st"!s

260 J @00 2 nos o 12-- &$ 2 nos 12-- &$ -- st"!s


34/40

B%$- D%t$"'s !s"n4 STAAD o.


35/40

Column Details Using STAAD.pro

(O O) *EAM SI0E O) *EAM E5'IED STEELAEA

, s62mm

MAI(EI()O&EME(T EI()

1 260 J 600 66.0 @ nos 12-- &$ --

2 260 J 600 ::1. @ nos 1:-- &$ --

6 260 J 600 9.0: @ nos 1:-- &$ --

@ 260 J 600 ::1. @ nos 1:-- &$ --

260 J 600 ::2.@0 @ nos 1:-- &$ --


36/40

Co'!-ns )%t$"'s "n STAAD. o.


37/40

S(%$ $n) &%n)"n4 )"$4$-s


38/40

)O *EAMS A(D &OL'M(S

DESI"(ED

TOTAL 8OLUME OF CONCRETE > 17283 &'2METE

BAR DIA WEIGHT

;"n --7 ;"n N%#7


39/40

&on$lusion

T(% $ct"c$' t$"n"n4 #$s /%* !s%!' $n) "t o/")%s 4oo) st$4% to ,no#n t(%

s"t% )""c!'t"%s $n) s"t!$t"ons %'$t%) to t(% co!s% $n) t(% n%# t%c(n"5!%s"-'%-%nt%).

T(o!4( t("s "n '$nt t$"n"n4+ t(% /"s!$'""n4 o t(% o&3%cts "n const!ct"on

"n)!st* "s -$)% %$s"% $n) &%tt% !n)%st$n)"n4 "s "-'%-%nt%).

T("s 4"/%s $ /%* 4oo) %os!% to t(% const!ct"on "n)!st* $n) $'so 3!st""%s

t(% "-ot$nc% o D%s"4n "n t(% &!"')"n4s.

T(% MK CONSTRUCTION o3%cts 4"/% -% $n ")%$ $&o!t t(% D%s"4n o%s")%nt"$' &!"')"n4 $n) const!ct"on s%5!%nc% o t$ns-"ss"on to#%.


40/40

THANK YOU

Erection of Transmission Tower and Design of Residential

Documents

Transcript of Erection of Transmission Tower and Design of Residential