on overhead power and communication lines LineMech amp LineMechCad Use left mouseclick and navigation buttons to navigate the presentation Watch for the clues Aim of Program ID: 760200
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Slide1
Program for mechanical calculation of wires, cords, self-supporting cables on overhead power and communication lines «LineMech» & «LineMechCad»
Use left mouse-click and navigation buttons to navigate the presentation
Watch for the clues
Slide2Aim of Program
Purposes of Program Implementation
Program Limitations
Example for Data Input
Calculating Modes
Calculation Results
Supports-Spotting PatternsSagging Curves
Results of Program Options’ Application
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Slide3Aim of Program
The aim of the program is to automatize mechanical calculation of a wire, cord, self-supporting cable based on permissible tension method.
Slide4Purposes of Program Implementation
To select the permissible tension (stress) in the wire, cord, strength part of a self-supporting cable material for the project.
s
Slide5Purposes of Program Implementation
To select tension in the cord based on the distance between the wire and the cord in a span.
l
s
Slide6Purposes of Program Implementation
Compare the sagging of wire and cord, wire and self-supporting cable at different modes.
f
f
f
cord
cable
wire
Slide7Purposes of Program Implementation
Define the length of an overall span with typical project of supports, portals, etc. defined by the line designer.
clearance
L
overall
Slide8Purposes of Program Implementation
Calculate weight per unit length and equivalent loads on wires, cords, cables, in order to use these calculations
to define the loads influencing the supports.
ветер
гололед
температура
Temperature
вес провода
Slide9Purposes of Program Implementation
Define the settled permissible tension (stresses) in wires, cords, self-supporting cables based on sag and tension measurements on existing lines.
f
s
The sag changes at different temperatures.
Slide10Calculate the equivalent spans based on strain sectors of the line.
l
Equivalent span — square root from the sum of cubed lengths of strain sector spans divided by the sum of the span lengths.
l
l
1
2
3
Purposes of Program Implementation
i
l
3
n
1
l
n
1
i
l
=
eq
l
3
l
3
1
2
+
l
3
l
3
3
n
+...
+
+
l
l
1
2
+
l
l
3
n
+...
+
+
l
=
eq
Slide11Model sagging curves of the wires, cords, self-supporting cables at different temperatures.
температура
T
emperature
Purposes of Program Implementation
Slide12Model the pattern for supports-spotting of the profile. If necessary, verify the pattern and the spotting of the supports on the profile; updating the calculation results.
Purposes of Program Implementation
Slide13The calculation could be done for any suspended linear material
Uninsulated wire
Self-supporting cable
Cord
Insulated wire
Cable on a strand
Rope
Slide14Program Limitations
The number of the studied spans for one calculation is 600.
L
L
L
In
spans exceeding 600m the precision of the calculation lowers
in proportion to the length of the span.
Number of spans n
up to 600
1
2
n
At L
more than 600m
the precision of the calculation lowers.
L …
3
Slide15To take into account the external influence on wires, cords, self-supporting cables according to EIR, the source data of the program asks for climatic conditions.
Climatic Conditions
40
-50
0
-5
-5
-5
25
18
15
Example of Data Input
Slide16The program takes into account that the basic standard loads (external influence) and coefficients depending on the type of terrain and height according to EIR tables 2.5.2 and 2.5.4 (climatic parameters specifications) are input by the user separately.
Example of Data Input
Click
Slide17To define the reference loads according to EIR-7 there is a separate data input area for reliability coefficients for standard loads.
Slide18To keep the data of wires, cords, self-supporting cables, the program has an editable reference catalog (Create, Delete, Edit)
Click
Slide19To keep the data of wires, cords, self-supporting cables, the program has an editable reference catalog (Create, Delete,
Edit)
To keep the data of wires, cords, self-supporting cables, the program has an editable reference catalog (Create, Delete,
Edit)
Slide21Uninsulated wires’ and cords’ characteristics are input according to National Standard, Technical Conditions and EIR; data on self-supported insulated cables are asked for at their manufacturer or according to technical conditions and EIR
.
Example of Data Input
Slide22To calculate the spans the source data ask for minimal and maximal length of calculated spans and pitch (from 1m) for a span length’s change in this diapason.
10
400
10
13,5
9
Расчетные данные
Example of Data Input
AC120/19
Slide23Example of Data Input
When the data on the clearance and equivalent spans are
being verified,
the calculation is performed for span length pitch of 1 meter.
The initial calculation is performed for possible spans’ diapason with pitch of the span length increase of 5-10-25 meters for preliminary assessment of the clearances over the ground at the given heights of wire attachment.
Pitch for spanlength increase
5
10
25
1
Slide24Select Calculation Modes
Calculations’ result
are
stresses, tension
in the wire, cord, self-supporting cable material, sag for defined spans are input at reference load/clearance/mounting and other modes.
Slide2516. Mounting. No wind, no ice, temperature -20ºС.
1. Wind with ice, ice, ice-with-wind temperature.
2. No wind, ice, temperature with ice.
Maximum wind, no ice, temperature at maximum wind.
4. Mounting. Wind velocity 10 m/s, no ice, temperature -15ºС.
5. No wind, no ice, temperature +15ºС.
6. No wind, no ice, minimum temperature (the lowest).
7. No wind, no ice, maximum temperature (the highest).
8. No wind, no ice, average operating (annual) temperature.
9. Wind 0.3* Vmax, but not less than 10 m/s, no ice, temperature +15ºС.
10. For crossing railways. No wind, no ice, temperature +70ºС.
11. Mounting. No wind, no ice, temperature +30ºС.
12. Mounting. No wind, no ice, temperature +20ºС.
13. Mounting. No wind, no ice, temperature +10ºС.
14. Mounting. No wind, no ice, temperature 0ºС.
15. Mounting. No wind, no ice, temperature -10ºС.
17. Mounting. No wind, no ice, temperature -30ºС.
Calculation Modes
Slide26“Overall” Calculation Modes
2.
No wind, ice, temperature with ice.
7.
No wind, no ice, maximum temperature (the highest).
Slide27The height of wire attachment is usually taken depending on the needs for agreed upon supports’ constructions and mass supports of the existing overhead lines.
Complete control mechanical calculation should be performed for the selected permissible tension (stress) in
LineMech program.
The selected permissible tension is used by the programs further on for calculating crossing and mounting stresses and sag of the wire, cord, where it could be additionally controlled and taken into account.
Climatic Conditions
Reference data
Permissible tension
Calculation Results
Slide28For patterns
:
For curves
:
The line designer is offered all he needs to create supports-spotting patterns and sagging curves, and asked, depending on his choice, to enter the following data:
Reserve
Size of overall (equivalent) span
Height of the lowest wire
Required clearance
Desired scale
Mode (ice or highest temperature)
Scale
Span size
Temperature
(no ice)
Supports-Spotting Patterns
Sagging Curves
The program performs calculation of the tension in the wire, cord, self-supporting cable material at the selected mode, to model the supports’ spotting pattern or sagging curve for the given overall and equivalent spans.
The sagging curves are used to assess the clearances at crossings at different temperatures and insulator strings’ resistance, as well as the efforts on leveling when mounting the wires on pin insulators and cables in suspension terminals at lowest temperatures.
The
preliminary
initial spotting of the supports on the profile is done with the help of the pattern.
Slide30y=
g
1
c
2
2s
=k
ш
c
100
2
Modeling the sagging curve for a wire
:
y
Input the values for
Х
and
У
for a given scale and model the sagging curve for the wire.
A similar example is given on our site
http
://www.linecross.ru/shablon.htm
Sagging curve
o
f a wire
-
equivalent load
(
see calculation results
)
1
–
tension in wire
(see calculation results)
c
According to the calculation results, the user selects the largest sag and the required span (supports-spotting pitch)
Slide31y=
g
1
c
2
2s
=k
ш
c
100
2
Creating a pattern with the help of the wire sagging curve
:
l
1
l
2
l
3
y
h
0
h
cl
h
cl
№2
№1
Support
Support
h
-
distance from the wire’s point of attachment on the support to he ground
0
h
=
CL
+
0,5м
cl
Cl
(
clearance
)-
distance form the ground to the wire
(
according to EIR-7
)
0,5
m
–
clearance reserve
(
considering uneven ground level
)
Input the values for
Х
and
У
for a given scale and model the sagging curve for the wire.
h
-
distance from the wire to the ground
cl
A similar example is given on our site
http
://www.linecross.ru/shablon.htm
h =h +f
cl.
0
f
–
sag of the wire
Sagging curve
of the wire
Slide32Place the same curve lower by one clearance with the reserve, and we’ll get the so called “clearance” curve.
l
1
l
2
3
y
h
0
h
cl
h
cl
№2
№1
Support
Support
Clearance curve
of the wire sagging
l
A similar example is given on our site
http
://www.linecross.ru/shablon.htm
y=
g
1
c
2
2s
=k
ш
c
100
2
Input the values for
Х
and
У
for a given scale and model the sagging curve for the wire.
Creating a pattern with the help of the wire sagging curve
:
Slide33Place one more curve lower by the height of attachment minus the clearance with the reserve, and we’ll get the so called “ground” curve.
“Ground” curve
of the wire sagging
l
1
l
2
3
y
h
0
h
cl
h
cl
№2
№1
Support
Support
l
When spotting the supports, the “ground” curves marks the places of supports-spotting by crossing the “clearance” curve profile.
A similar example is given on our site
http
://www.linecross.ru/shablon.htm
y=
g
1
c
2
2s
=k
ш
c
100
2
Input the values for
Х
and
У
for a given scale and model the sagging curve for the wire.
Creating a pattern with the help of the wire sagging
curve
:
Slide34The sagging curves for different temperatures (without the 2nd and the 3rd curves) could be modeled in the same way.
y=
g
1
c
2
2s
=k
ш
c
100
2
Input the values for
Х
and
У
for a given scale and model the sagging curve for the wire.
y
c
Slide35When selecting the option “Port to AutoCad” the pattern or curve chosen from the menu is created.
Porting to
AutoCad
Click
Slide36To avoid confusion, the program switches between different patterns and curves by activating the corresponding fields for data input.
Slide37Do not forget to name a pattern or a curve, otherwise you could lose the data input for it.
Input the title for the pattern or curve
Slide38The process of modeling the curves and patterns is performed whet
AutoCad is inactive. There is no need to change any settings in AutoCad itself. A standard version of AutoCad is required, except for LT, with any extensions. To model a new curve or pattern, quit and restart AutoCad.
Slide39LineMechCad
version of the program using
AutoCAD
(
starting with
2007
version
)
models the supports-spotting patterns for further control of the supports spotting, as well as the sagging curves of the wires, cords, self-supporting cables at different temperatures for overall and equivalent spans.
Slide40The sagging curves, necessary in spans under different conditions – clearance mode, lowest temperatures, at temperatures necessary for crossing clearance – give the overhead line
routes
’ profiles the final look.
After the initial support’s spotting, the user has an opportunity to perform the calculation for equivalent spans on strain sectors of the line route
.
Slide41Results of Applying the Options of LineMech & LineMechCad:
- Spotting the supports on
the profile to specify the supports’ positioning and their type by crossings calculation program
LineCross & LineCrossCad
- Validating permissible stresses (tension) at different sectors of the line route; for profiles – model sagging curves of optic cable (mounted independently or using overhead line) at necessary temperatures and loads.
Slide42The source data files and calculation results could be kept in the same folder as the program itself.
However, it would be more rational to keep them separately, along with all the projects on a server, the places (folders) being organized depending on project roles.
Slide43When quitting the program, reading other source data, it is recommended to save the current source data file before the calculation.
Do not replace the source data file of some other project.
It is recommended to make a reserve copy.
Be attentive!
!
Slide44The rights owner
Of
LineMech
&
LineMechCad
is
ProEnergoSoft
Ltd.
,
Ayteya
Group of Companies
Novosibirsk
tel
./
fax
:
(383) 231-12-12
231-02-13
231-21-22
218-81-40
E-mail:
support
@
linecross
.
ru
aist@linecross.ru
elena_dm@ngs.ru
Website
www
.
linecross
.
ru
Slide45Program’s author
:
Ivanov
Nikolay Pavlovich Technical support: E-mail: support@unibase.ru:Leading Programmer:Kornilov Mikhail Vladimirovich