strengthening of eden garden stadium

68
STRENGTHENING OF EDEN GARDEN STADIUM CALCUTTA Akhilesh Tank SD1407

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Page 1: STRENGTHENING of Eden Garden Stadium

STRENGTHENINGOF

EDEN GARDEN STADIUMCALCUTTAAkhilesh Tank

SD1407

Page 2: STRENGTHENING of Eden Garden Stadium

Location : Dr. BC Roy Club House, Eden GardensEstablished : 1964Seating Capacity : 120,000 (earlier 90,000)Owner : Cricket Association of BengalOperator : Cricket Association of BengalEnd names : High Court End, Pavilion EndSurface : Grass

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Historical Background of the Stadium:The Eden Gardens is the oldest cricket ground in India, considered as one of the finest in the world. The history of the Indian Cricket is irrevocably bound up with that of Calcutta Cricket Club, which did the pioneering work in cricket in the whole of the eastern region of India.

The present Eden Gardens Cricket Club came in existence some time in the year 1864. It is not certain as to whom the land belonged to although some records show that it was the property of then Maharaja of Cooch-Behar while some other records state that it belonged to the Auckland Family. However, the fact remains that the land was effectively passed into the hand of the Governor General's family who in turn presented it to the citizens of Calcutta for recreation.

In course of time Calcutta Cricket Club established with its headquarters at the Eden Gardens. The pavilion was built in 1871 and cricket was played for a long period in Sylvan surroundings.

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The first ever first-class match, played here was in 1917-18, while the first Test match was against Douglas Jardine's MCC in January 1934.Since then the ground has hosted many many Tests matches.In February 1987, the stadium hosted its first ODI match - against Pakistan.

As a part of modernization of the stadium during the 1987 World Cup, where the final match was held, covered stands were built all around, with a modern Club House and pavilion.Then, in November 1993, four gigantic flood lights installed when a five-nation tournament was played to celebrate the CAB Diamond Jubilee, where day-night one-day international matches were played at this ground.It can now also legitimately boast of having one of the largest accommodation (nearly 120, 000) in the world for viewing the game.

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Structural Features of the Stadium:

Diameter of the Ground: 75 meters Diameter of Stadium: 135 meters

Total 11 numbers of different blocks in the Stadium:named as A to L (except I).Block A is Clubhouse of the StadiumBlock B, C, F, H, J, K & L are Seating arrangements for spectatorsBlock E is Scoreboard

Block D, E & L are still to be repaired/strengthened

Mainly two types of structures: Existing structure is of Concrete which is partly corroded, and is to be strengthened/repaired The latest structure is of Steel (after strengthening/repairing)

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General LayoutOf

The Stadium

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Foundation plan showing Proposed and Existing

Footing Details at Block G

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Plan for Combined

Footing CF1

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Footing for CF1 (Grid H1-84)

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Footing for CF7 (Grid F1-84)

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Details of Column C1(600X600)

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Details of Column C2(600X600)

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Details of Column

C3(550X550)

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Details of Column C4(550X550)

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Schedule of FootingFoundation F1: P.C.C. size : 4950X3450 Footing size : 4800X3300 T : 450 t : 150 Steel // to L : T16-110 c/c Steel // to B : T12-150 c/c

Foundation F2: P.C.C. size : 3150X2950 Footing size : 3000X2800 T : 350 t : 150 Steel // to L : T12-140 c/c Steel // to B : T12-170 c/c

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Typical Footing for

Column

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Typical Detail of Hoop &

Cross Tie

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Schematic planShowing detail of Rectification work

Block B

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Indications:T1: Truss for which Top Chord is to be replaced by 2Ls 65X65X6T2: Truss which is to be replaced by New TrussT0: Truss which is to be kept as it is

TB1: Tie Beam for which only end cleats and plates to be replacedTB2: Tie Beam which is to be replaced by New Tie Beam

CB1: Column Base which is to be cast in concrete (M150) by 30cm heightCB2: Column Base which is to be cast in concrete (M150) after strengthening

C1: Columns for which members to be strengthened by L90X90X8

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Extension of upper Gallery, Block B

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Section A-A

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Section 1-1

Section 2-2

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Truss 2

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Extension of C BlockAt +6650 level

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Section A-A

Section B-B

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Staircase Details

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Beam Detail

s

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Rehabilitationof Existing Structure

at Lower Gallery

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Typical Detailsof Existing Steel Structure

at Block B, C, & L

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TypicalPart plan

of Existing Structureof Lower Gallery

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Entire top chord of the truss is damaged and needs replacementDetail - 1

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Strengthening details of truss to truss connectionDetail - 2

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Details for strengthening of truss members which are corroded/damaged in part of their

length Detail - 3

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Details for strengthening of truss members which are corroded/damaged in part of their

length Detail - 3

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Typical Detailsfor Repair/StrengtheningOf Existing Steel Structure

at Block B, C, F, J & L

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BracketRepairing/

Strengthening

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New Bracket(added)

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Strengthening DetailsOf

Truss to Column Connection

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Existing Details of Truss to

Column Connection

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Strengthening details of truss to column connectionAlternative - 1

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Strengthening details of truss to beam connection

Alternative - 2

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Typical Detailsfor Repair/Strengthening

of Existing Steel Structureat Block B, C, F, J & L

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Typical Part plan of Existing

Structure of Lower Gallery

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Strengthening details of truss to truss connectionDetail - 2

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Reference:Special Thanks to, V.M.S. Consultants, Ahmedabad

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Thank You . . .