OVERHEAD SUB-TRANSMISSIONCONSTRUCTION MANUAL

POLEMANUFACTURING DRAWINGS- CABLE TERMINATIONS

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Ergon Energy Document Revision ListProject : Sub Transmission Construction ManualElectronic Website Version

Date of Issue

Day 2 22 1 4 18 Day 2 22 1 4 18Month 7 8 11 11 11 Month 7 8 11 11 11Year 13 13 13 13 13 Year 13 13 13 13 13

Section Title / Drawing Number Current Published Section Title / Drawing Number Current

Published

Section 24 Pages 1 1 to 3 2 18-Nov-13 15 24 1 1 0A5 24 2 2 0A5 24 3 2 0A

Section 24 Pole Manufacturing Dwgs Pages 1 1 to 3 2

Issued Document RevisionNumber:

Issued Document RevisionNumber:

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CONSTRUCTION DESCRIPTION DWG No. CONSTRUCTION DESCRIPTION DWGNo.

66KV CABLE TERMINATION POLE MANUFACTURING DETAILS

CSCTSHAC 21m x 40kN Horizontal Cable Termination Pole 5-24-2-2 CSCTSHAZ CSCTSHAS CSCTSHCC CSCTSHCZ CSCTSHCS

C6CTSVASR/L 21m x40kN Vertical Cable Termination Pole 5-24-3-2 C6CTSVAZR/L C6CTSVACR/L C6CTSVCSR/L C6CTSVCZR/L C6CTSVCCR/L

~ I-/

~ - OVERHEAD SUB-TRANSMISSION

~~~~ (C(Q)~l ...... - CONCRETE POLE MANUFACTURING DETAILS

~v .,...,, 66kV CABLE TERM POLE MANUFACTURING DETAILS

[J~ (C(Q)~Y~(Q)~~~[D) lilY - INDEX

EriDII EI'ID~tiDIILI~ F" DE 8JUM. RCQlE 'ICWIE IQJllll. - lilliE ,_ DRAWINO NUMBER:5-24-1·1 l 5 I 241 1-1 I OA ABN &0 017 148 012 Klmll.Z

v ... ......., ..

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LENGTH (m) 21

LIMIT STATE DESIGN LOAD (kN) 40 NAME PLATE INFORMATION

TIPDIA..jmm) 315 MANUF NAME/TRADE MARK MONTH OF MANUFACTURE

BIJTT DIA. jmm} 630 LENGTH m) I LIMIT STATE DESIGN LOAD STRU STRENGTH LIMIT STATE DESIGN LOAD o· POLE FACTURE

DEVIATION ANGLE !'l BATCH NO.

3.4 STANDARD I MARINE ORADE

DISTANCE BENDING PI.AN'TlNG DEP'Tli jm} ERGON ENERGY

C6CTSHA,C8CTSHC STOCK CODE FROM MOMENT SHEAR TORSION :I: STRUcnJRE TYPE: POLETIP(ml M*KNm V*KN T"KNm

STOCK CODE: 2450310 0 40 105 25 1 40 111 25 2 80 117 25 3 120 123 25 4 160 129 25

DI~=E '"'"I""'"'""' FmiNG 5 200 135 25 0' 1110' 110" 1210" DESCRIPTION LENGTH FITIING PURPOSE 6 240 141 25

TIP(mm) o.o I o.50 1.251 0.75 7 280 147 25 8 320 153 25

F rube 313 TCII Bolt [M24] 9 360 159 25 jG G lihllllld1 Earth 10 400 165 25 rube 31' E_, 11 440 171 25

~ rube - I[M24] 12 480 177 25 J-100

llhllllld] 13 520 183 25 rube 383 t(M201 14 560 189 25

J-100· rube 365 llhllllld] 15 800 195 25

E E rube 388

~0) 16 640 201 25

-E E rube 388 17 880 430 25 -E E rube 381 18 720 430 25 llhllllld] outh

rube 418 :ro-1111Mounllng-Too~ 19 760 430 25 20 800 430 25 21 840 430 25

llh11111d] outh

:~~{ :~ rube 434 :.blo: Too Bolt 1111181

2210 TUbe 436 IBotlomBo~(M16) 0 !EBI llh11111d]

H H M1E llhllllld1 """' H H M16 llhi1Hidl """' H H M16 llhi1Hidl """' H H M18 llhllllld1 """' H H M16 llhi1Hidl """' 14300 H H M16 llhllllldl :able• :limo 1111181

151liCl G G M12 Eorlh Forrulo [31lmm 1hnNHI1 "'rill 15300 D -, 22 00 S/8 Tube 54' :able Clamo 1111181 15400 G·--' Ear llh11111dl Earth

rube 557 IPU,_ D --, rube 560 COble Clamo 1111181 G G ~ Ear llh11111d1

~-G G Ear 'orrulo [31lmm 1hllllld1 J J lin IliOn Moll<

K K K K I WI""' 819 180 Polo But!

~--W-= ~ Pole Design Loads v Pole is to be designed for :- I 1. A strength limit state tip Iced of W = 40kN 0

2. Torsion is applied at the crossarm with 50% of M* and 50% ofV* Shear 3. A strength limit state tip moment cepacity of M• = 40kNm 4. Limit state leeds at through tubes

M16 Bolt V* fn = 50kN M20 Bolt V* fn = 80kN and for a M16 Step Bolt Ferrule V* fn = 21kN

~

SET FITIING QTY 1 A Tip Ring 1

~'7 2 J Depth lndlcatlan Mark 1 1 G M12 Earth Ferrule {30mm thr88d length) 20 1 H M16 Ferrule {25mm thread length) 12 1 I Name Pla1B 1 2 0 22 OD SIS Tube for M16 bolt 5 ' \ I ' 2 E 25 OD SIS Tube for M20 bolt 7 \ \ I / 2 F 32 OD SIS Tube for M24 bolt 4 2 T 38 OD SIS Tube 1

" 71 2 K 5mm Galv. Croae Wirao (acceao banier) 2

~ w NOTES 1. Orientation is measured clockwise when looking down on pole tip. 2. Bracketed fittings require +/- 2 mm tolerance between them and +/- 2mm orientation tolerance CBCTliHA

3. Longitudinal cepaciUes to be not less than transverse capacities. C8CT8HC HorlmnlaiCallloT""'*'allonPolo

4. Stainless steel tubes are to be accurately positioned and free from concrete and defomtity. 5. A nominall2l1 0 vent hole is required at the centre of the through tube provided for square rigging.

POLE DESIGN NOTES 1. Stey attachment plates may transmit 280kN (140kN per stey) into the bearing blocks. 2. Pole tip deHection not to exceed 150mm when top stays are omitted and 50% of strength

limit moments are applied to the pole. 3. Maximum Torsion, Shear and Bending Moment Loads may occur concurrently.

Refer dwg 5-7-3-1 for Foundations Refer dwg 5-13-3-2 for Pole Construction

~~~~ (C(Q)~l ~ =- OVERHEAD SUB-TRANSMISSION

;;:;...,, CONCRETE POLE MANUFACTURING DETAILS

~v 66kV HORIZONTAL CABLE TERMINATIO N

[J~ (C(Q)~Y~(Q)~~~[D) lilY ::::... 21m x 40k N

EriDII EIID=.tiDIILI~ 'ICtiiiE IQJllll. - lilliE

~ DRAWINO NUMBER:5-24-2-2 I 5 24 I 2-2 I OA ABN &0 017 148 012

"\./ .... ......., ..

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LENGTH {ml 21 NAME PLATE INFORMATION

LIMIT STATE DESIGN LOAD {kNl 40 MANUFACm.IRER'S NAME/TRADE MARK MOifTHANDYEAR OF MANUFACm.IRE Wl.lilli\?~~E(m) /UMIT STATE DESIGN LOAD

TIPDIA.(mm) 315 POLE MANUFACTURE BATCH NO.

BUTTDIA.(mm) 630 STANDARD I MARINE GRADE ERGON ENERGY

DEVIATION ANGLE CJ o· STOCK CODE

PLANTING DEPTH (m) 3.4 STRUCTURE lYPE: C6CTSVASRIL, C6CTSVAZR/L, C6CTSVCSRIL, C6CTSVCZRIL STOCK CODE: 2450328

STRENGTH LIMIT STATE DESIGN LOAD nouult"• FITTING '~iiDM o· j1110' 45"j226" 90'j270' j135"j316' DESCRIPTION LENGTH FmiNG PURPOSE

TIP(mm) o.o I o.50 0.251 0.75 0.2510.75 I o.3al o.ee DISTANCE BENDING FROM MOMENT SHEAR TORSION± A ' lo~Vlo POLETIP(m M"KNm V" KN T"KNm F F -, "' 313 ,...,S1avB.-TaoBaltCM241

t'JOO G G IUIO :OM 0 40 105 25 E E l>o 116 18r1al S1ay Eya Bol (M20] 1 40 111 25

F F ~ "' 31: Ioper S1ay Bnoclcat Bottom Bol [M24] 2 80 117 25 E E l>o 344 ... rBnoclcatCM201 E E

-=-250C Tube 346 "" ·-(M20) 3 120 123 25

E E· =:J-100-

25• rube 347 "" t(M20] 4 160 129 25 --; G M12Eo .,.,I. .u 5 200 135 25 ~ 6 240 141 25 - ·100 G M1: ar11 7 280 147 25

G- M1: ar11 8 320 153 25 E E·

3:~· rube 3114 ........., 9 360 159 25

E E· rube - ..., 10 400 165 25

~ G-

11 44() 171 25 E E rube 374 lie I r Brockot CM2Dl E E

-=-rube 376 lie I r Brackot CM201 12 480 177 25

E E· =:J-100- rube 37 . lie Phue Eya Bol1 (M20) 13 520 183 25 G· .,.,I. 14 560 189 25

- E E rube :!79 lie I r Brackot CM201 15 600 195 25 ___;

·100 G 16 640 201 25 a- 17 680 430 25

... p-100- ~ 383 'Clomp !M16) 18 720 430 25

G 19 760 430 25 E E· 1-300 394 ........., h Tube - :Oblo Clomp (M16] 20 800 430 25

E E. -i 1-100 Tube - ....., 21 840 430 25 1"'100 e lit-'

G-~ -HE=: E E Tube 404 lorn I ---,

-=-Pole Design Loads ___; s G· =:J-100- Fenulo Pole is to be designed for :-E E Tube - t(M20]

E E 100 • 410 t(M20] 1. A strength limit state tip load of H" = 4DkN ·100 G :Sr1h 2. A strength limit state tip moment capacity of M" = 40kNm G- :Sr1h

F F -, 412 ..,.., S1av Bnoclcat Too Bol CM24l 3. Limit state loads at through tubas --; ~300 p-100·

rube 413 ::ablo Clomr> !M16l M16 Boll V" fn = 50kN G G :Sr1h ~

F F ~ rube 416 ..,.., S1av Bnoclcat Bottom Bol CM241 M20 Boll V" fn = 80kN and for a 76 E E .., rube 424 ::rou.m M16 Step Bolt Femule V" fn = 21kN 771 ~100 D

:~·~-426 ::Oiolo Clln¥0 (M16J r--G Eor1h

G-~ M1:!Eor1hl Eor1h v G G-, M1:!Eor1hl Eor1h 1-100 H H M11 Cllblo Clln¥0 (M~

E E· __.______, 25• 444 ll'hooo(M20) E E

=:J-100 445

E E ::f86il- 462 'Klnobol E E· - -..rmBroceU. 115)

H H M16~(25mmlh- ~blo · ..,., ~16 180 180 H H M16 Fenulol 11h18B< :Oiolo· ~ ~18 I I H H M18 Fenulol llh18M :Oblo· ~ ~18

~·~·· - m ~ r·ro H H M16 Fenulo1 llh- :Oblo · ..,., 1m H H M16 llh18B< able· ..,., M16

lama """' G G ar1h

=- h 54' :ablo Clomp !M16l

138• Tube 557 •PU-G P-100

560

~ 0 0

G G G

K K K K I Who 619 Polo Bu1!

SI:T FITTING IQTY ~ D

1 A Tip Ring , 2 J Depth Indication Mark 1 1 G M12 Earth Fe..Ue (30mm thread length) 37 1 H M16 Ferrule (25mm thread length) 14 1 I NamePiabl 1

~· ~~ 2 0 22 00 SIS Tube for M16 bolt 6

2 E 25 OD SIS Tube for M20 bolt 26 2 F 32 OD SIS Tube for M24 bolt 4

~ ~ 2 T 38 OD SIS Tube 1 2 K 5mm Galv. Cross Wirea (aa:ess banier) 2

NOTES ~; ~ tt 1. Orientation is measured clockwise when looking down on pole tip. ~ 2. Bracketed fittings require +/- 2 mm tolerance between them and +/- 2mm orientation tolerance

3. Longitudinal capacities to be not less than transverse capacities.

~~ I 'I

~ 4. Stainless steel tubes are to be accurately positioned and free from concrete and deformity. D 5. A nominal fZl1 0 vent hole is required at the centre of the through lube provided for square rigging. I~ POL.E DESIGN NOTES 1. Stay attachment plates may transmit280kN (140kN per stay) into the bearing blocks. 2. Pole tip deflection not to exceed 150mm when top stays are omitted and 50% of strength

limit moments are applied to the pole. 3. Maximum Torsion, Shear and Bending Moment Loads may occur concumanlly.

:>... b..

Refer dwg 5·7-3-1 for Foundations CIICTSVI\SI.., C8CTSVAZI. CIICTSVASR, C8CTSVAZR C8CTSVCSL, C8CTSVCZL C8C1SVCSR, C6CTSVCZR

Refer dwg 5·13+2 for Pole Construction L.o11Yer11ool COblo Tormlnotlon Polo Rlght-COIIIoTerm-PDio

~~~~ (C(Q)~l ~ =- OVERHEAD SUB-TRANSMISSION

;;:;...,, CONCRETE POLE MANUFACTURING DETAILS

~v 66kV VERTICAL CABLE TERMINATION

[J~(C(Q)~Y~(Q)~~~~ lilY ::::... 21m x40kN

EriDII EIID=.tiDIILI~ 'ICWIE IQJlll1. - lilliE

~ DRAWINO NUMBER:5-24-3-2 151241 3-2IOA ABN &0 017 148 012

"\./ ... ......., ..