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AMEC SPIE ERS Presentation

This document provides information on AMEC SPIE's design and construction of high voltage power lines. It summarizes their capabilities including span lengths up to 400m, voltage levels up to 700kV, and the ability to accommodate various conductor and bundle types. It also outlines their standard design criteria, tower types and configurations, structure materials and weights, foundation types, guy wire specifications, anchor options, insulator performance standards, and storage and transportation logistics. The document demonstrates AMEC SPIE's expertise in all aspects of high voltage power line projects.

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julesjusayan
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203 views32 pages

AMEC SPIE ERS Presentation

This document provides information on AMEC SPIE's design and construction of high voltage power lines. It summarizes their capabilities including span lengths up to 400m, voltage levels up to 700kV, and the ability to accommodate various conductor and bundle types. It also outlines their standard design criteria, tower types and configurations, structure materials and weights, foundation types, guy wire specifications, anchor options, insulator performance standards, and storage and transportation logistics. The document demonstrates AMEC SPIE's expertise in all aspects of high voltage power line projects.

Uploaded by

julesjusayan
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 32

Member of

AMEC SPIE Hoogspanningslijnen BV

General Performance

Span lengths:
Voltage levels:
Conductor types:

250 - 400m
Up to 700 kV
All common types

Bundles:
Ground clearances:

single - quad
min. 7 - 8 m,
adaptable

EL 1

Standard Design Criteria

Max. conductor temp.


Min el
el.. Clearance:
Wind on conductors:
Wind on towers:
Ice load:

80C
7m <= 230 kV
9m > 400 kV
640 N/m (115 km/h gust)
815 N/m (130 km/h gust)
optional

(these are design loads, load factor of 1.5)

Towers

Tower types:

Tower height:
Options:

dead end towers


tension towers
suspension towers
running angle
approx.. 35m
single or double circuit
earth wire (or OPGW)

118

119

Structure

Material:
Length sections:
Outside dimension:
Column outside face:
Inter-connection:

Steel and aluminium


1.45 and 2.9m
575 mm square
no protruding flanges
4 high strength bolts

Surface treatment:
Section weight:

hot dip galv.


m
galv. 70
m
130 kg Steel
90 kg Aluminium
1700 kg, Steel
1350 kg, Aluminium

Total weight:

Foundation

Outline dimension:
Steel parts:
Support structure:
Grounding:

2.5 m x 1.2 m
120 kg
2.5 m x 1.2 m
hinge allowing leaning
and rotation in all
directions.

Hydraulic power pack and winch

113

Guys

# of guys:
Guy length:
Ultimate strength:
Max applied load:
Specials:
Guy insulation:

4-9
45 and 55 m
> 140 kN
80 kN
provided with prefab
fittings
depends on tower
configuration

Anchors

Standard type:

direct embedded spread


anchors
Admissible load: 80 kN
Options:
cross plate anchors
expanding rock anchors
chemical rock anchors
sand, water bags
Installation:
hydraulic equipment

10

Insulators

Insulation levels:
SML:
Creepage:
Material:
Assembly:
Exchangeability:

Acc
Acc.. IEC 71-1
80-300 kN
20 - 25 mm/kV (adaptable)
Composite insulators
Horizontal V
String insulators
exchangeable

11

12

Storage

420 kV:
> 420 kV

2 complete towers in one


20 container
one complete tower in one
20 container

13

One example of the manual

14

1. Foudation

250 kg
heaviest part
80 kg

2. Short section
Steel :
Aluminium:

75 kg
55 kg

3. Standard section
Steel:
Aluminium:

130 kg
92 kg

4. Coupling box

35 kg

5. Bottum section

70 kg

6. Derrick

45 kg

7. Hydralic tools:
Which type 1, 20 kN:
Which type 2, 28 kN:
(optional)

175 kg (wheeled)
235 kg (wheeled)

Powerpack

82 kg

15

1. Foudation

250 kg
heaviest part
80 kg

2. Short section
Steel :
Aluminium:

75 kg
55 kg

3. Standard section
Steel:
Aluminium:

130 kg
92 kg

4. Coupling box

35 kg

5. Bottum section

70 kg

6. Derrick

45 kg

7. Hydralic tools:
Which type 1, 20 kN:
Which type 2, 28 kN:
(optional)

175 kg (wheeled)
235 kg (wheeled)

Powerpack

82 kg

Anchor installation

209

16

215

115

17

207

218

18

Vertical Erection

Quick erection time (4 hours per tower)


Small building site
All work at low height

19

20

KELSOP

Route overviews
Calculation and approval of mechanical loads

on the towers
Sag & Tension Tables
Reports which can be used as worksheets for
the erection

21

Title page

Load tab

22

Conductor tab

Tower tab

23

Route Data Screen

Tower Construction Data Screen

24

Tower Type Selection Screen

Guy Wire Data Screen

25

Route Data (top view)

Route Data (side view)

26

Sag/Tension

Verification results Towers

27

28

29

30

31

... IN CASE OF DAMAGE ...

the most important is:

SPEED

32

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