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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV EARTHING TRANSFORMER CABLE SUPPORT

STEELWORK DETAILS

0A

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REFERENCE DRAWINGS

1

F

E

D

32 4

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1

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32 4

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REVISION CONTROL

76

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

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STEELWORK DETAILS

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\ 250 800 1000

900 \ 900

I \ J L J

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r:-~ t--

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80 t25 -551 ~

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WELD COLUMN TO BASE PLATE

2 OFF - CABLE SUPPORT STRUT. 100 PFC WITH SHAPED END CFW TO COLUMN

~CABLE SUPPORT BEAM / 100 PFC

............ 211/)14 HOLES FOR H.O. M12 BOLTS FOR FIXING TO STRUT

11t/1l0mm VENT HOLE ALIGNED WIT CENTRELINE OF MOUNTING BOLTS

4/ t/1l2 HOLES FOR H.D. H20 BOLTS

TOP PLATE DETAIL SCALE 1 1 10

STIFFENER PLATE DETAIL

SCALE 1 : 10

SCALE 1 1 10

NOTES:

400

1---3=00;..,__-1

1 1

65

SURGE ARRESTOR PLATE DETAIL

SCALE 1 1 10

EARTHING LUG DETAIL

SCALE 1 1 2.5

PLATE

1/)14 - 3 HOLES SLOTTED ON 200 PCD FOR H.D. M12 BOLTS

1. ALL WELDS SHALL BE 6mm CFW UNLESS NOTED OTHERWISE

SECTION

EARTHING LUGS. REFER DEl AILS. CFW TO COLUMN.

2. ALL STEEL WORK SHALL BE BLAST CLEANED TO CLASS Sa ~S SPECIFIED IN AS 1627.4

3. ALL BOLTS & STEELWORK TO THE PRIMARY ELECTRICAL EQUIPMENT SUPPORTS TO BE HOT DIP GAL VANISED TO AS 4680

4. GALVANIZING VENT HOLE OFFSET TO BE DETERMINED BY GAL VANISER.

r.=============:::::;i5. REMOVE ALL BURRS AND SHARP EDGES BEFORE GALVANIZING. 0 500 1000mm

A

DESIGN WIND LOADS IN ACCORDANCE WITH• AS1170.212002 & CYCLONIC REGION: REGION C TERRAIN CA TECiORY1 CATEGORY 2 SHIELDING MUL TIPLIER1 Ms 1.0 TOPOGRAPHICAL MUL TIPLIER1 Mt 1.0 IMPORTANCE LEVEL1 LEVEL 4

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lllo ... 00111 RLAWRENCE 9/0112012 EESS-10074-t2 - SURGE ARRESTOR FOOTING.

~ 00111 RHICKS 3110112012 l>{1plawd 00111 KELKINS 610212012

EESS-10075-02 BIJB.Rtlq,..,I'MI 00111 --SCBIB AS SHOWN

EESS..1 0075-02-()B.DWG

UNCONTROLLED COPY

REFERENCE DRAWINGS

1

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E

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32 4

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1

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REVISION CONTROL

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV CURRENT TRANSFORMER SUPPORT

STEELWORK DETAILS

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REFERENCE DRAWINGS

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

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41!1122 HOLES FOR H.D. M20 BOLTS

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SCALE 1 1 10

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SCALE 1 1 10

EARTHING LUG DETAIL

SCALE 1 1 2.5 SOXIO FL 11141 CFW TO COLUMN

</J14 - 3 HOLES SLOTTED ON 200 PCD FOR H.D. M12 BOLTS

rr================i! 1. ALL WELDS SHALL BE 6mm CFW UNLESS NOTED OTHERWISE

EARTHING LUGS. REFER DETAILS. CFW TO COLUMN.

-, DESIGN WIND LOADS 2. ALL STEELWORK SHALL BE BLAST CLEANED IN ACCORDANCE WITH1 AS1170,212002 & BCA TO CLASS Sa ~S SPECIFIED IN AS 1627.4 CYCLONIC REGION• REGION C TERRAIN CA TEGORY1 CATEGORY 2 3. ALL BOLTS & STEELWORK TO THE PRIMARY SHIELDING MUL TIPLIER1 Ms 1.0 ELECTRICAL EQUIPMENT SUPPORTS TOPOGRAPHICAL MUL TIPLIERI Mt 1.0 TO BE HOT DIP GAL VANISED TO AS 4680

I!::::::IM=P=OR=T=A=NC=E=L=E=V=EL=I=L=EV=E=L=4====:::::!1 4. GALVANIZING VENT HOLE OFFSET TO BE DETERMINED BY GALVANISER

5. REMOVE ALL BURRS AND SHARP EDGES BEFORE GALVANIZING.

1000 2000mm o 500 1000mm

SECTION 0

A 111, d 200

I I l1•1d I I 100

EES5-1DD74-tZ S~E ARRESTOR Alii CABLE POTHEAD FOOTING

lllo ... 00111 RLAWRENCE 9/0112012 ~ 00111 RHICKS 3110112012

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STEELWORK DETAILS

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV LOW BUS AND POST INSULATOR SUPPORT

STEELWORK DETAILS

0C

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REFERENCE DRAWINGS

1

F

E

D

32 4

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66kV CAPACITOR VOLTAGE TRANSFORMER SUPPORT

STEELWORK DETAILS

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CIVIL WORKS - STRUCTURES AND POLES

66kV HIGH BUS AND POST INSULATOR SUPPORT

STEELWORK DETAILS

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV INCOMING TERMINATION STRUNG BUS SUPPORT

17m CONCRETE POLE DETAILS

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TYPE

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DESCIIIPTIIIII llo. CI'F

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L PILE MAIU'ArniiiEA TO DESIIII TP GALYANISED mn FERRU.ES TO TAICE SPECIFIED LDADS.

1. LIMIT STATE DESIIII LOADS. COIOICTOIII IIIIM PER PAHSE - IIAX DEVI4TIUII .vllii.E Jt" I!ARTIIWIIIfl 51111 - MAX DEVIATIUII AIIU ~·· WOlD LOADS. REGION 'C' TBIIAIII CAT L III'OAToVICE LEYR 4

4. LOADS CoVI ACT Ill DPPOSIR DIREtTIIIIIS.

S. FEIIIULES Ill TOP Cl' POLE TO IE DESIIIIED TO CAIIRY TEIISIIJN CAPACITY Cl' M16 IIIADE U IDL T oVID HAR LDAD AS DESIIII ACTJDIIS.

6. CDNCRETE BASEPAD CM EmU BE CAST ON Sl1E DR UR AN 1101• PRECAST IASEPAD FRill STDRES Slo 41Jin.

T. CDNCRETE FILL TO IE 15MPA ZS. ROCIC 0 SLUMP. C-AtTED EVERY J-.

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV TERMINATION STRUNG BUS SUPPORT

8m STEELWORK DETAILS

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NOTES : F STEELWORK TO COMPLY - r-FABRICATlON & ERECTlON 0 1• WITH AS 4100.

SECTlONS ISHSJ TO STRUCTLRAL

2. m~t ~::'A~~W 350 TO :s P~l~~S TO BE STRUCTURAL STEEL ALL OTHER SECTlONS TO AS 111Z

GRADE 250. BE GRADE 4.6 TO AS 1111 G & J'N~ERS TO AS 1968 u.N.O. BOLTS r.oSHERS TO AS 1237 I SPRJN D FLAT W,.

45 PT 1 & SEALE 1--

A TEGORY SP TO AS 15 USE LOW HYDROGEN 3. ~JL~REJ~fE IN~ESS ~.r.riC~~~l~c WELDING.

E4111 ELECTRODES FOR DGES BEFORE GALVANISING.

4. REHOYE All BLRRS :E s~::" G!L V ANISED TO AS 1150 ALL STEELWORK TO

AFTER FABRICA TlON. CTURE IZ POLES & 1 BEAHJ, 1 COHPLETE STRU QUANTITIES ARE FOR STEEL = 54 1kg.

5. APPROX. TOTAL HA~A~F !CDHPLETEJ • 406kg, -APPRO)(, HASS OF

UNCONTROLLED COPY

REFERENCE DRAWINGS

1

F

E

D

32 4

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REVISION CONTROL

76

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5 76

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - STRUCTURES AND POLES

66kV 15m STEEL LIGHTNING MAST

STEELWORK DETAILS

0A

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' ALL STm CDL TO AS111ZS _. auDt: .,._ UAD. AU. STm I'Lo\Tl TO AS111Z1 »71 auDt: 151 UAD.

L AU. nm. lARS Alii SK111111 TO Allllll Jflll 11tM1E lSI U.U. J. ALL WB.III 11 AIIIIZI 1554 PARI' ' 4. ALL TAPIR UICI .-r LBm11!1 AM: ......_ UAD. S. ALL !nEB. TO • FIIJ.'f tilT .. lliALVAIIISEII AFTER FAIIKATDII

• ACaiiWa tmtl AS1US .-. a. ~f'fs ~I! aAST CWIID 11 CLASS I VI AS

1. IIDIM ALL - .-. ..., !Ill& IIB'CIII! ULVAIUIIIII.

• 1 .... 1 .. ... I -I -I -­I I I

0075-11