Seismic application Cellules pour risques sismiques Aplicación

Seismic application
Spacial SF
Main characteristics
General overview
Around the world can be found different zones with a specific seismic risk.
These zones have been classified according to the Uniform Building Code (UBC).
zone 4
zone 3
zone 2
zone 1
PB501884
zone 0
Spacial SF seismic solutions
Schneider Electric offers a range of LV earthquake resistant floor-standing
switchboards. The Spacial range is among these, with an answer to each type of
project for different seismic risk zones.
From weak to strong earthquakes:
• Automation & Control switchboards.
The standard Spacial SF with dimensions 2000 H 3 800 W 3 600 D has been
tested to guarantee the right performance on seismic risk up to UBC zone 3.
• Industrial 19" Electronic applications.
Standard Spacial SF with dimensions 2000 H 3 600 W 3 800 D and with a 19"
fixed rack configuration suitable for seismic risk up to UBC zone 3.
• LV power distribution up to 3200A.
Standard Spacial SFP is tested to perform up to UBC zone 3.
For very strong earthquakes:
• Automation & Control and 19" rack applications.
Spacial SF 5G performs up to UBC zone 4 thanks to its reinforced structure,
special panel fixation and locking system.
• LV power distribution up to 3200 A.
Spacial SFP 5G performs up to UBC zone 4, also thanks to its reinforce structure,
special panel fixation and locking system.
All tests have been performed according to the following technical regulations:
• EDF CRT 91 C 112 00, Nuclear. EDF (French Electricity Board) technical
specification.
• IEC 61587-2, 60917 & 60297-2.
Weak to Strong
Spacial SF
(2000 3 800
3 600)
OK
Spacial SF 19"
(2000 3 800
3 600)
OK
Very Strong
Spacial
SFP
OK
Spacial
SF 5G
OK
Spacial
SFP 5G
IEC 60068-3-3
Ground aceleration
reference
OK
Seismic characteristics
General
description
g m/s
AG2
Intensity from weak
to average
2
> 5.5
AG3
Intensity from
average to strong
3
5.5 to 7.0
2-3
VIII to IX
AG5
Intensity from strong
to very strong
5
> 7.0
4
> IX
Richter scale UBC
magnitude
Zone
MSK
Intensity**
0
> VIII
1
* Aproximate value of the Uniform Building Code Zone.
** MSK (Medvedev-Sponheuer-Kamik corresponding to the intensity scale Mercalli modified).
2
version: 2.0
SFM084.indd
Seismic application
Spacial SF
Standard Spacial SF
Standard Spacial SF
Two configuration of the standard Spacial SF have been tested:
• Automation & Control configuration.
150 kg dummy load installed on mounting plate and homogeneously distributed,
according to IEC 61587-2.
• 19" fixed rack configuration.
150 kg dummy load installed on a 19" fixed rack, homogeneously distributed,
according to IEC 61587-2.
Nominal dimensions
Plain door
Additional
dummy load With mounting
Without
Height Width Depth tested (kg)
plate
mounting plate
Side
panels
Plinth 100 (mm)
Front panel
Side panel
Mounting
plate
A&C
Configuration
2000
800
600
150
NSYSF20860P
NSYSF20860
NSY2SP206 NSYSPF8100 NSYSPS6100 NSYMP208
19"
Configuration
2000
600
800
150
-
NSYSF20680
NSY2SP208 NSYSPF6100 NSYSPS8100
-
19" Rack
NSYRCK42
Compliance with local standards
Standard
Standard EDF
CRT91C11200
Level and specifications of the standard
60% of the ensemble response spectrum: 3 g peak and 0.6 g ZPA*
AS1170 Australia
Soil Type: Ee / Floor zero
EAK 2000 Greece
Soil Type: D (delta)
Seismic importance factor: gi = 0.85
Ground acceleration factor: a = 0.12
Foundation factor: q = 1
Quality factor = 1.35
Spectral amplification factor: b0 = 2.5
ENDESA 1986
Seismic Category A
5% damping
Ground acceleration = 0.5 g
RPA 99 2003
Algeria
Soil type: S4
5% damping
Ground acceleration factor A = 0.15
Behaviour factor = 2
Quality factor z = 1.35
Gore GR 63
5% damping
Zone 3
Turkish Seismic
Code 2009
GOST 17516.1-90
Russia
Site Class: Z4
5% damping
Importance factor = 1.5
Ground acceleration factor: A0 = 0.4
Civil market standardl
MSK (Mercalli) intensity 9, level 2: envelope epectra CRT91C11200
* ZPA - Zero Period Acceleration.
SFM084.indd
version: 2.0
3
Seismic application
Spacial SF
Standard Spacial SFP
Standard Spacial SFP
Two configuration of standard Spacial SFP have been tested. Functional systems
have been installed on the switchboard and checked at the end of the test to verify
that there was no damage. The 2 tested configurations are:
• 1600 A configuration.
• 3200 A configuration.
Nominal dimensions
1600 A configuration
3200 A configuration
Height
Width
Depth
Additional dummy
load (kg)
Plain door
Side panels
NSY2SP205
Spacial SFP
2000
700
500
350
NSYSFP20750
Busbar duct
2000
300
500
350
NSYSF20350
NSY2SP205
Spacial SFP
2000
700
800
450
NSYSF20780
NSY2SP208
Busbar duct
2000
300
800
450
NSYSF20380
NSY2SP208
Compliance with local standards
Standard
Level and specifications of the standard
Standard EDF
CRT91C11200
71% of the ensemble response spectrum: 3.5 g peak and 0.71 g ZPA*
AS1170 Australia
Soil Type: Ee / Floor zero
EAK 2000 Greece
Soil Type: D (delta)
Seismic importance factor: gi = 0.85
Ground acceleration factor: a = 0.12
Foundation factor: q = 1
Quality factor = 1.35
Spectral amplification factor: b0 = 2.5
ENDESA 1986
Seismic Category A
5% damping
Ground acceleration = 0.5 g
RPA 99 2003
Algeria
Soil type: S4
5% damping
Ground acceleration factor A = 0.15
Behaviour factor = 2
Quality factor Q = 1.35
Gore GR 63
5% damping
Zone 3
Turkish Seismic
Code 2009
GOST 17516.1-90
Russia
Site Class: Z4
5% damping
Importance factor = 1.5
Ground acceleration factor: A0 = 0.4
Civil market standardl
MSK (Mercalli) intensity 9, level 2: envelope epectra CRT91C11200
* ZPA - Zero Period Acceleration.
4
version: 2.0
SFM084.indd
Seismic application
Spacial SF
Spacial SF 5G
Spacial SF 5G & Spacial SFP 5G
Spacial SF 5G and Spacial SFP 5G have been designed to withstand earthquakes
up to UBC zone 4. The two tested configurations, automation & control and LV
power distribution, enable it to be certified for nuclear applications.
This new design is based on the following principles:
PB501885
Reinforced cross
• Two reinforced crosses guarantee the mechanical withstand of the structure.
PB501886
Panel fixations
• Fixation systems that avoid loosening of screws.
PB501888
PB501887
Security locking system
• EDF-certified seismic locking system.
• Specific bars and handle to avoid accidental door opening under severe vibration
conditions.
PB501889
Reinforced plinths
• New monoblock reinforced plinths.
SFM084.indd
version: 2.0
5
Seismic application
Spacial SF
Spacial SF 5G
Spacial SF 5G
Same characteristics as the Spacial SF but with the upgrades already mentioned.
Nominal dimensions
Plain door
Height
Width
Depth
Additional
dummy load
tested (kg)
A&C
Configuration
2000
800
600
150
-
19"
Configuration
2000
600
800
150
-
Plinth 100 (mm)
Mounting
plate
19" Rack
NSYSF5G20860 NSY5G2SP206
NSYS5GPC86
NSYMP208
-
NSYSF5G20680 NSY5G2SP208
NSYS5GPC68
-
NSYRCK42
With mounting
With out
plate
mounting plate
Side panels
Spacial SFP 5G
Same characteristics as the Spacial SFP but with the upgrades already mentioned.
Spacial SFP
2000
700
500
Additional
dummy load
(kg)
350
NSYSFP5G20750
NSY5G2SP205
Busbar duct
2000
300
500
350
NSYSF5G20350
NSY5G2SP205
NSYS5GPC35
Spacial SFP
2000
700
800
450
NSYSF5G20780
NSY5G2SP208
NSYS5GPC78
Busbar duct
2000
300
800
450
NSYSF5G20380
NSY5G2SP208
NSYS5GPC38
Nominal dimensions
1600 A
configuration
3200 A
configuration
Height
Width
Depth
Plain door
Side panels
Plinth 100 (mm)
NSYS5GPC75
Important: Spacial SFP 5G 300 mm width for busbar duct purpose is not compatible with Spacial SF 5G.
Compliance with local standards
Standard
Standard EDF
CRT91C11200
AS1170 Australie
All type of soil class / Floor zero
EAK 2000 Greece
All type of soil class (delta)
Seismic importance factor: gi = 1.3
Ground acceleration factor: a = 0.36
Foundation factor: q = 1
Quality factor = 1.35
Spectral amplification factor: b0 = 2.5
ENDESA 1986
All seismic category
Ground acceleration = 0.5 g
RPA 99 2003
Algeria
All type of soil class
Ground acceleration factor A = 0.36
Behaviour factor R = 2
Quality factor Q = 1.35
Gore GR 63
Zone 4 with a factor 0.8 for the vertical severity relating to the
horizontal severity
Turkish Seismic
Code 2009
GOST 17516.1-90
Russia
IEEE 693
6
Level and specifications of the standard
General response spectrum:
- ZPA = 1 g in horizontal & maximum aceleration = 5 g.
- ZPA = 0.8 g in vertical & maximum aceleration = 4 g.
version: 2.0
All type of site class
Importance factor = 1.5
Ground acceleration factor: A0 = 0.4
Civil market:
MSK (Mercalli) intensity 9, level 2
Nuclear market:
- MSK (Mercalli) intensity 9, level 0.
- MSK (Mercalli) intensity 8, level 2.
High Level
SFM084.indd
Spacial SF
Seismic application
Spacial SF 5G
Reinforcement kits for Spacial SF 5G
In case the following mounting components are used inside the SF 5G:
• Plain mounting plates
• 19" fixed rack
then it is mandatory to mount the corresponding reinforcement kits, in order to
guarantee safety and maximum performance of the enclosure and of the equipment
installed inside.
PB502031
Plain mounting plate reinforcement kit
Kit for reinforcement of fixation between the plain mounting plate and structure.
Depth
Reference
600
800
NSY5GSPK6
NSY5GSPK8
Supply:
• 2 90 mm universal cross rails.
• 2 brackets for central fixation.
• 2 heavy cross rails & fixing elements.
PB502030
19" fixed rack reinforcement kit
Kit for reinforcement of fixation between 19" fixed rack and structure.
The purpose of this kit is to reinforce the 19" fixed rack.
Depth
Reference
600
NSY5GRCK42
Supply:
• 2 90 mm universal cross rails.
• 4 brackets for upright support.
• 1 set of standard 42 units 19" fixed rack.
• Fixing elements.
SFM084.indd
version: 2.0
7