When MV equipment is operating, certain components are live, other parts may be in movement, and some may reach high
temperatures. Therefore, the use of this equipment poses electrical, mechanical and thermal risks.
In order to ensure an acceptable level of protection for people and property, and in compliance with applicable environmental
recommendations, Ormazabal designs and manufactures its products according to the principle of integrated safety, based on
the following criteria:
• Elimination of hazards wherever possible.
• Where elimination of hazards is not technically or economically feasible, appropriate protection functions are
incorporated in the equipment.
•Provision of information on residual risks to facilitate the design of operating procedures which prevent such
risks, training for the personnel in charge of the equipment, and the use of suitable measures for personal
protection.
•Use of recyclable materials and establishment of procedures for the disposal of equipment and components so
that once the end of their useful lives is reached, they are duly processed in accordance, as far as possible, with
the environmental restrictions established by the competent authorities.
Consequently, the equipment to which the present manual refers complies with the requirements of section 11.2 of the
forthcoming IEC standard 62271-1. It must only be operated by qualified and supervised personnel, in accordance with the
requirements of standard EN 50110-1 on the safety of electrical installations and standard EN 50110-2 on activities in or near
electrical installations. Personnel must be fully familiar with the instructions and warnings contained in this manual and in other
recommendations of a more general nature which are applicable to the situation according to current legislation.
The above must be carefully observed, as the correct and safe operation of this equipment depends not only on its design but
also on general circumstances which are in general beyond the control and responsibility of the manufacturer. More specifically:
• The equipment must be handled and transported appropriately from the factory to the place of installation.
• All intermediate storage should occur in conditions which do not alter or damage the characteristics of the
equipment or its essential components.
• Service conditions must be compatible with the equipment rating.
• The equipment must be operated strictly in accordance with the instructions given in the manual, and the
applicable operating and safety principles must be clearly understood.
•Maintenance should be performed properly, taking into account the actual service and environmental conditions
in the place of installation.
The manufacturer declines all liability for any significant indirect damages resulting from violation of the guarantee, under any
jurisdiction, including loss of income, stoppages and costs resulting from repair or replacement of parts.
Guarantee
The manufacturer guarantees this product against any defect in materials and operation during the contractual period. In the
event that defects are detected, the manufacturer may opt either to repair or replace the equipment. Improper handling of this
equipment and its repair by the user shall constitute a violation of the guarantee.
Registered Trademarks and Copyrights
All registered trademarks cited in this document are the property of their respective owners. The intellectual property of this
manual belongs to the manufacturer.
In view of the constant evolution in standards and design, the characteristics of the elements contained in this manual are
subject to change without prior notification.
These characteristics, as well as the availability of components, are subject to confirmation by Ormazabal’s Technical - Commercial
Department.
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CONTENTS
1. DESCRIPTION AND MAIN CHARACTERISTICS ........................................................ 4
4.1. REMOVING THE SIDE COVERS.............................................................................. 44
4.2. REMOVING THE CENTRAL COVERS ..................................................................... 44
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1. DESCRIPTION AND MAIN CHARACTERISTICS
Ormazabal’s PF Modular Enclosures for walk-in type outdoor Transformer Substations are
designed according to standard EN 61330 for use in electrical power distribution networks up
to 36 kV.
PF consists of prefabricated concrete panels that can be combined in various configurations.
Depending on their configuration, these enclosures comprise some of the following elements:
Front, back and side concrete modular panels.
Covers (roof panels).
Transformer platforms.
Bottom plates.
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Supplementary floor plates.
Hinged personnel access door, folding 180º over the outside wall, with a two-fixing-
point lock and a fastening rod to hold it open.
Hinged transformer door, folding 180º over the outside wall, and with a ventilation
grille in its lower section. An interlocking lock may be fitted.
Ventilation grilles: for transformer powers under or equal to 630 kVA, an air exhaust
grille is fitted in the rear upper part of the enclosure and an air intake grille is fitted in
the lower part of the transformer door. For transformer powers of 1000 kVA, 4 extra
grilles are incorporated in the sides.
Moulded holes for LV and MV cable input/output. Some of these holes can be used
for the output of the earthing circuit cables.
Oil collection pit with a fire-extinguisher device.
Document holder for documentation relating to the Transformer Substation.
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2. TRANSPORT
2.1. ACCESS
The site must be visited in advance to check if vehicles (tow-truck or separate truck and
crane) can have access and if there is sufficient space for the PF unloading and assembly
operations, taking into account the distances to overhead lines, slopes, etc.
2.2. TRANSPORT
The panels are transported in trucks, taking the appropriate precautions to avoid breakage
caused by differential settlements.
The elements required to assemble the PF Transformer Substation are grouped into two
classes, according to how they are transported:
a) Horizontally-transported components
Transformer platforms, PF-200/300 series bottom plates and supplementary floor plates
are transported lying flat on the truck bed, separating them with wooden battens to avoid
damage to the edges.
Apart from these components, other miscellaneous material such as floor slabs, grilles,
doors, etc., are transported on wooden pallets on the truck bed.
They are tied down using slings suitable for the load.
Figure 2.1: Fixing slings
Figure 2.2: Fixing slings
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b) Vertically-transported components
Front and side panels
[1]
, PF-2015 / 3015 series bottom plates and the remaining floor
plates are transported on trestle (reference 160026), as shown in figure 2.3. On
occasions, floor plates can be transported horizontally.
The load is tied down on the truck using slings or cables that are tensed using the truck’s
reels. In turn, the concrete components have rubber and/or metal protection parts, as
shown in figure 2.4, to avoid any damage as the straps are tightened.
Figure 2.3: Trestle160026
Figure 2.4: Protection parts Figure 2.5: Vertically-transported components
IMPORTANT:
Before unloading, check the orientation of the loaded components. This will make unloading
and assembly easier.
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[1]
If the front and rear panels are transported vertically, instead of horizontally, they can be moved directly from
the truck to their final positions.
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Figure 2.6: 2360 mm wide panel placed vertically
Figure 2.7: 3540 mm wide panel placed vertically
Figure 2.8: Panels supported by a trestle
Side panels must be rested on the ground in order to insert the rubber strip required for
sealing the enclosures
[2]
.
[2]
See section 3.7. PF Enclosure Assembly Process.
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Preferably, the truck used to transport the components should have a bed height no more
than 900 mm; there are two possible cases:
200/2015 Series panels
The maximum height of these panels when transported vertically is 3000 mm, enabling
them to be transported on low loaders up to 900 mm high without requiring a special
permit.
When this is not possible, a special transport permit should be obtained. In this case, the
truck bed height should be no more than 1400 mm, in order not to exceed the maximum
permitted height of 4500 mm.
300/3015 Series panels
[3]
The maximum height of these panels when transported vertically is 3,400 mm, as a result
of which they exceed 4000 mm in height both when carried on 900 mm high low loaders
and in other types of truck. Therefore, a special permit is required to transport them, and
the maximum permitted height of 4500 mm must never be exceeded.
3. INSTALLATION
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Assembly and installation of PF TS must only be carried out by qualified personnel with
sufficient experience and training. All safety rules for unloading and handling elevated loads
must be observed. Operators must use the obligatory personal protection equipment,
helmets and protective footwear.
3.1. LOCATION
The site location should be defined exactly, indicating the levels of alignment and height to
reference points, such as: roads, kerbs, milestones, pavilions, fences, electricity pylons, etc.
It is recommended, although it is not essential, to get a drawing or sketch with the customer’s
letter head and stamp and/or signature, indicating these distances.
3.2. PLANNING
On the location sketch or drawing (or on another one), mark out the spaces available for the
crane and the transport truck.
In addition, indicate the existence of any circumstance or object that could impede or
obstruct the smooth operation of the installation (posts, cables, ditches, walls, pipelines,
etc.), marking their positions on the drawing with the corresponding measurements.
[3]
The maximum height limit for vehicles, including the load, is specified in the Spanish Royal Decree 2822/1998
dated the 23rd December, which approved the General Vehicle Regulations (Article 14, Annex IX).
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Confirm that the crane is sufficiently powerful to unload the components comprising the
transformer substation (the maximum weight of any individual part is about 2500 kg) and that
it can move them the distances required to install the transformer substation.
3.3. PREPARING THE GROUND
3.3.1. Excavation Dimensions
The excavation dimensions depend on the enclosure model:
NOTE: For other configurations, the distance L must be increased by 2360 mm for each
additional 200/300 series panel, and by 3540 mm for each additional 2015/3015 series
panel. Consult Ormazabal’s Technical - Commercial Department.
3.3.2. Types of Ground
The type of ground on which the PF Modular Transformer Substation will rest is an essential
factor, given the weight of the equipment. The ground could subside or become uneven, or
could provide differential settlements, causing cracks in the enclosure.
There are two types of ground:
A) Hard Grounds: Grounds where the soil is settled and properly compacted by natural
causes, with a strength of at least 1 kg/cm
2
.
When the excavation is finished, a sand layer of approximately 100 mm should be laid
down and compacted until a person can walk on it without leaving footprints (only a
surface mark).
Once the levelling boards
[4]
have been removed, the gaps they leave should be filled with
sand. Take the measures appropriate to each case to prevent the filling sand from
eroding.
[4]
See section 3.4. Levelling process
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B) Soft Grounds: These are sandy areas, landfills, etc., with a strength of less than
0.9 – 1 kg/cm
2
.
In these cases, foundations suitable for the ground conditions must be prepared, and this
may imply the construction of a reinforced concrete bed to distribute the load over a wider
surface
[5]
.
Thereafter, it should be levelled using sand, as in the previous case.
3.4. LEVELLING PROCESS
This is a fundamental operation which has a decisive influence in both the assembly and the
stability of the PF Modular Transformer Substation.
3.4.1. Levelling Tools
1 Spirit Level
1 Pickaxe
1 Round-end spade
1 Square-end spade
1 Wooden or Plastic lump hammer
1 Levelling board set (reference 3947251-10)
A) Normal Conditions
The levelling boards are placed according to the measurements on the drawing below
(the level of 3100 mm is a minimum value).
0 Level
A B
150
Figure 3.1: Levelling Specifications
Once the levelling rods have been positioned, the levelling boards should be used to check
that the ground is in perfect condition.
The excavation should be prepared in such a way that the base platform is on a hard
area.
In these cases, it is essential that rainwater from the higher ground be channelled, to
avoid it washing the ground away from under the enclosure.
If there are any doubts concerning this subsequent channelling, it is best to use a
mixture of sand and cement when levelling the ground.
Example:
650
GENERAL INSTRUCTIONS FOR PF
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Dimensions in millimeters
0 Level
Landfill or vegetal matter
Hard ground
100
100
Minimum level
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Figure 3.2: Sloping Grounds
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C) Ground with a High Water Table
When there is a high water table, proceed as follows:
1) Establish the water table level.
2) Excavate no deeper than necessary, then level the ground as in sections A) and
B), above.
Example:
Water table
Figure 3.3: Ground with a High Water Table
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Dimensions in millimeters
0 Level
350
550
100
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D) Grounds at Risk of Flooding
In these cases, the enclosure bottom plate should be raised to 100 mm above the
predicted flood level, and then level the foundations as in section A).
Example:
Dimensions in millimeters
45º
100 200
300
X
Figure 3.4: Grounds at Risk of Flooding
The landfill should be such that the distance X is at least 400 mm and the slope angle
is 45°.
A one-meter wide pavement around the enclosure is recommended.
Since these cases are found near rivers, the landfill must be firmly retained (with
concrete, rockfill, etc) to provide stability to the prefabricated enclosure.
3.5. HANDLING PANELS AND CONCRETE COMPONENTS
Predicted Flood Level
Landfill height
0 Level
Handling the concrete components correctly requires the following tools:
• Lifting beam (reference 160023, “PF 4 T Unloading Beam”)
• Sling set (reference 160024, “PF Unloading Slings”)
• Turning Eyebolts RD20 (reference160027)
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PF 4 T Unloading Beam
PF Unloading Slings
ref 160024
Turning Eyebolts RD20
Figure 3.5: Panel handling tools
To lift the components as evenly as possible, the lifting beam should be used
to handle all the concrete components.
The chains' angle of pull should be as vertical as possible (at least 60º from
horizontal).
PF enclosure concrete components have RD20 threaded inserts embedded in the concrete;
therefore, the components can be lifted and handled with a crane by anchoring RD20
threaded turning eyebolts.
Figure 3.7: 200 series side panel transported horizontally an
handled with threaded eyebolts
Figure 3.8: 200 series front panel transported vertically
and handled with threaded eyebolts
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Figure 3.9: Anchoring with threaded turning eyebolts
3.6. ASSEMBLING TOOLS
GENERAL INSTRUCTIONS FOR PF
MODULAR ENCLOSURES FOR
TRANSFORMER SUBSTATIONS
Proper assembly of the PF Modular Transformer Substations requires the following elements
to be available:
PF Assembling Prop (reference 160028)
The number of required props depends on the number of modules forming the
enclosure. PF-203 requires 3 props; PF-304 requires 4 props; PF-305 requires 5
props, etc.; therefore, the number of required props equals the number of modules
making up the enclosure.
Painting utensils, for painting the transformer substation or for retouching painted
panels.
For correct assembly of the panels, the enclosure foundations must be levelled with the
greatest care according to the instructions in section 3.4.
3.7. PF ENCLOSURE ASSEMBLY PROCESS
By way of example, the assembly process for a PF-205 enclosure with 2 transformers and
1 personnel access door is explained below.
The panels used to assemble the PF Modular Transformer Substations are grouped into two
classes, according to how they are assembled:
a) Horizontally-assembled panels: These are the bottom plates, floor plates and
covers.
b) Vertically-assembled panels: These are the front, back and side panels.
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Before handling the panels, their assembling position, as well as the way they are
transported in the truck, must be considered. Taking this into account, the following cases
can be found:
a) Horizontally-assembled panels
These panels are transported on a trestle (although in exceptional cases bottom and floor
plates may also be transported lying flat on the truck bed), and they have two inserts in the
long edge where a crane can be attached to lift them off the truck and lay them flat on the
ground.
Once on the ground, or on the truck bed itself if they are transported flat, they should be lifted
using the 4 inserts in the panel and placed in their final positions.
Figure 3.10 Figure 3.11 Figure 3.12
b) Vertically-assembled panels
These panels are transported on a trestle, and they have 2 inserts in the long edge and 2 in
the short edge for their handling.
If they are transported horizontally (figure 3.13), they must be lifted by the long
edge and laid onto the ground (figure 3.14) in order to transfer the hooks to the short
edge and lift the panel to the vertical position as required for its final position
(figure 3.15).
Figure 3.13 Figure 3.14 Figure 3.15
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If they are transported vertically (figure 3.16), they should be lifted by the short side
and placed directly in their final position (figure 3.17).
Figure 3.16 Figure 3.17
3.7.1. Assembling Bottom Plates
After checking that the ground is correctly levelled, the enclosure assembly starts by placing
the first bottom plate in its final position. Check that the plate is properly levelled by means of
a hose level.
If the enclosure consists of more than one module, insert a 20 x 10 mm adhesive rubber strip
(reference 090006-33) in the joint between the different bottom plates.
Figure 3.18 Figure 3.19
Great care should be taken when installing this strip, since the sealing of the Transformer
Substation depends on it.
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The strip should be inserted so that it projects up 3 - 4 mm in the slot area where the front
and rear panels will rest.
Figure 3.20: Area where the rubber strip
should project 3 - 4 mm
After the second or subsequent bottom plates are put into place, the plates should be firmly
bolted together using M16 x 40 nuts and bolts. After this, a flexible earthing cable must be
bolted in the angle bar of one of the slots in order to make up the earthing ring.
Figure 3.21 Figure 3.22: M16 x 40 nuts and bolts to join bottom plates
Figure 3.23
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For example, PF-205 uses 5 bottom plates and they are fitted as shown in the figure below:
Once the bottom plates are bolted together, brush clean the slots where the vertical panels
will rest.
Figure 3.24:Cleaning the slots
Next, insert the sealing strip between the bottom plates and the vertical panels, placing it in
the centre of the slots.
Double 20 x 10 mm rubber strips should be laid, and when two or more bottom plates are
used, the strips should run the entire length in one piece, leaving 3 - 4 mm projecting at each
end.
Figure 3.25
Figure 3.26: Area where the rubber strip Figure 3.27
should project 3-4 mm
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3.7.2. Assembling the Vertical Panels
Assembly of the vertical panels starts with a front panel on one of the end bottom plates.
Figure 3.28 Figure 3.29
In order to assemble the vertical panels, the assembling props must be employed (reference
160028, 'PF Assembling Prop').
The 2-piece telescopic PF panel assembling prop uses the available slots in both the
vertical panels and the bottom plates, so that the enclosures can be safely assembled.
These props must always be used in enclosures with 2 or more modules (PF-203/303,
PF-204/304, etc.)
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Place the first back panel corresponding to one of the enclosure ends (in this example, the
left end) in its position in the bottom plate.
Fix the panel using the PF panel assembling prop, without releasing it from the chains that
keep it fastened to the crane.
In the bottom plates, the prop is fixed bolting 2 M10 screws in the end holes available in the
slot bars.
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In the vertical panel, the prop is fixed using an auxiliary assembling bar so that the panels
can be properly fastened.
When the next panel is joined, this bar will be removed.
Auxiliary assembling ba
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Once the prop is laid and fixed to the first panel, the panel can be released from the crane.
Fit the panel joining angle bars (reference 394256-64) to fix the panel to the bottom plate.
For this purpose, use M16 x 120 nuts and bolts with a plastic DUBO washer at the back.
Panel joining angle ba
ref. 394256-64
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Figure 3.30 Figure 3.31: M16 x 120 nuts and Figure 3.32: Plastic DUBO washer
boltsto join front/rear panels
After attaching the first front panel, a side panel must be added to close off the corner.
All side panels have a 20 x 10 mm rubber strip placed as follows:
A continuous strip is placed around both sides and the bottom edge of the panel
(see figure 3.33.)
A second strip is placed around the inner bottom, reaching up the sides to a
height of 600 mm (see figures 3.34 and 3.35).
Figure 3.33
600
Figure 3.34 Figure 3.35
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A 20 x 10 mm rubber strip is also placed along the edge of the bottom plate where
the side panel supports will rest (see figure 3.36).
Figure 3.36
This side panel is attached to the bottom plate using M16 x 120 screws, with an M16 plastic
DUBO washer on the outside.
Figure 3.37: M16x120 nuts and bolts to
attach side panels
Figure 3.38
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Next, the side panels and the front panels are attached using M16 x 30 screws.
Figure 3.39
Figure 3.40 Figure 3.41
View after laying and fixing the first side panel
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3.7.3. Remaining Vertical Panels
Next, the remaining vertical panels are assembled, leaving the second side panel till last.
When assembling the panels, always bolt the end screws first, followed by the central
screws, since in panels with doorways, the doorframe concrete is very thin.
The front panels are joined together using M16 x 40 nuts and bolts (see figures 3.42 and
3.43); and the front panels are joined to the bottom plate using the 394256-64 flatbar:
'PANEL JOINING ANGLE BAR’ and M16 x 120 nuts and bolts, with the plastic DUBO washer
(see figures 3.36, 3.37 and 3.38.)
The rubber strips are installed in the front panels as follows (see figure 3.44):
A continuous strip is fitted along the full length of the panel side.
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A second strip is fitted at the inner lower part, reaching up a height of 600 mm.
Figure 3.42
600 mm
Figure 3.43 Figure 3.44
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In PF-205 enclosures, after fitting the side panel, 2 front panels are fitted following the above
stated premises (section 3.7.3) to join panels to each other and to bottom plates.
Put a new prop in the second front panel in the opposite direction to the first one. As in the first
panel, use the auxiliary assembling bar to fasten a prop end to the panel and the other end straight
to the opposite bottom plate slot.
To assemble the second back panel, release the prop to remove the auxiliary assembling bar.
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Lay the second back panel and fit the prop again using the screws and fixing the 2 panels.
Afterwards, lay the next back panel (in this case, it is the third one) and follow the same
procedure as in the first panel to fit the assembling prop.
Fit the third assembling prop, in the same direction as the first one, using the auxiliary
assembling bar.
uxiliary assembling ba
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From here on, follow the same assembling sequence until all front and back vertical panels have
been fitted.
The props must be fitted in alternate directions.
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Before laying the closing panel, remove the last prop fitted to finish so that the enclosure
closing can be finished.
3.7.4. Floor Plates, Slabs and Transformer Platform
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The floor plates are installed according to the assembling drawing, if any, as required by the
transformer substation configuration.
The procedure is as follows:
The floor plate supports are bolted to the front and rear panels using M12 x 180 screws
with a plastic DUBO washer on the outside.
Note: Remember that there are floor plates of different thicknesses that require supports of
different heights. Great care should be taken to use the correct supports for each floor plate.
Figure 3.45 Figure 3.46
Figure 3.47: M12x180 nuts and bolts
to join floor plate supports
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Put two 20 x 10 mm rubber strips on these supports, in the areas where the floor plates
will rest.
In order to insert the floor plates, start releasing the first prop.
s
1
Prop
Afterwards, introduce the first floor plate through the enclosure upper part.
Figure 3.48 Figure 3.49
Fit the floor plate and then fasten the prop to the panels. Now the prop must be fixed to
the front panel slot located just above the floor plate, instead of the bottom plate. Keep
the same fixing slot in the back panel.
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Fixing the first prop after laying the floor plate.
1
s
Prop
Follow the same procedure to lay the next floor plates and transformer platforms,
according to the specific configuration of each transformer substation.
See the prop position after fitting the floor plates and transformer platforms.
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Put a 4 x 15 mm rubber strip around the slots where the slabs will rest (reference
090005-22), so that the slabs can be better settled.
Figure 3.50
The transformer platform locations depend on the TS configuration. Before installing them,
a 20 x 10 mm sealing rubber strip should be placed around the bottom edge.
Figure 3.51 Figure 3.52
When the transformer is to be introduced through the transformer door rather than through
the roof, the transformer platform should be located as close as possible to the door, in order
to facilitate this operation.
Next, the fire barrier tray for the platform must be put into place and adjusted with its 6
supports.
A layer of pebbles is added to the tray, to act as fire barrier.
Figure 3.53:Fire barrier tray
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3.7.5. Cubicles and Transformer
Depending on the Transformer Substation configuration, including the interior equipment, the
various props may have to be released to lay this equipment.
If possible, the cubicles and transformer should be installed in the positions corresponding to
the configuration before the covers are put on.
Figure 3.54
3.7.6. Low Voltage Board
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To install the LV boards, the 20 mm thick layer of the floor plates should be broken and the
LV boards should be attached to the floor plate using M12 x 120 screws.
Figure 3.55
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MODULAR ENCLOSURES FOR
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3.7.7. Transformer Protection Fences
The transformer protection fences are inserted through the roof using the crane and are
attached to the floor plate and to the front and rear panels.
Figure 3.56 Figure 3.57
3.7.8. Covers
The covers are lowered onto the vertical panels using the crane.
Figure 3.58 Figure 3.59
Figure 3.60: M16 x 40 nuts and bolts to join the covers
Figure 3.61
Once the first roof panel is in place, and if two or more modules are being used, two
20 x 10 mm rubber strips must be inserted into the joint between the different covers, and
these must be tightly bolted together using M16 x 40 nuts and bolts.
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GENERAL INSTRUCTIONS FOR PF
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r
MODULAR ENCLOSURES FOR
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After laying the cover, this module's prop can be removed, if it has not already been done.
s
1
Prop 1
s
Cove
Finish the process by assembling all the covers and releasing the corresponding props.
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3.7.9. Ventilation Grilles
Before mounting the ventilation grilles, a 4 x 15 mm rubber strip should be placed on the top
edge of the concrete in order to prevent water from getting in.
Figure 3.62 Figure 3.63
Figure 3.64 Figure 3.65
The grilles are inserted from outside to inside, engaging the bottom edge first and then
bolting the angle bars at the top of the grilles firmly to the concrete wall.
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3.7.10. Doors
The doors are hung on the hinges, which first have to be mounted in the holes that exist in
the panels for this purpose.
Figure 3.66
Figure 3.67 Figure 3.68
Figure 3.69: Installed door
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MODULAR ENCLOSURES FOR
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3.7.11. Low Voltage Auxiliary Feeder
A 140 mm diameter hole, located in the front panel and close to the doors, allows the LVB to
be fed by an external temporary feeder.
This auxiliary input is located 2000 mm above level 0 and can be closed using a cover that
assures an IP 23D rating.
This cover can only be removed by manually loosening the wing nut and unscrewing it from
inside the enclosure.
The following figure shows an example of LV feeder hole location in relation to a transformer
door.
TRANSF.
DOOR
Location of LV auxiliary input in PF enclosures
STAFF
DOOR
Dimensions in millimeters
For PF Transformer Substations with 2 transformers, a LV auxiliary input is available for each
of the transformers.
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3.8. CONNECTING THE EARTH CIRCUIT
3.8.1. Panel Reinforcing Mesh
The panel reinforcing mesh is connected to earth via some of their slots or via inserted nuts.
Each type is described below:
Bottom plates The reinforcing mesh in the bottom plates is connected to earth via all of their slots.
Front Panels These have earth connections in the 2
Side Panels These have earth connections in the 2
Floor plates These have an M12 threaded insert for the earth connection.
Covers
The covers have earth connections in their end slots, except for single-module
covers, that have an M12 nut for the earth connection.
To allow correct earthing, PF Modular Transformer Substations have an interior protective
earthing circuit that allows the entire concrete enclosure to form an equipotential surface.
The reinforcing meshes in the different concrete components are connected together as
follows:
1. The vertical panels are joined mechanically.
nd
and 4th slots, counted from the bottom.
nd
and 4th nuts, counted from the bottom.
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2. The joints between covers, and between these and the vertical panels, are made
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using a 50 mm
2
cross-section bare cooper wire between the suitable slots, except in
the case of a single-module covers where the connection is made between the M12
nut and the slot in the front or rear panels.
Figure 3.70
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GENERAL INSTRUCTIONS FOR PF
MODULAR ENCLOSURES FOR
TRANSFORMER SUBSTATIONS
3. The connection between the system formed by the panels mentioned above and the
various floor panels is achieved using a 50 mm
2
cross-section bare copper wire,
between the M12 threaded inserts in each floor plate and the nearest earthing slot to
the front or rear panels.
Figure 3.71
4. The bottom plates are joined mechanically. These are connected to the vertical
panels using a 50 mm
which in the vertical panels are those above the floor (2
2
cross-section bare copper wire between the suitable slots,
nd
and 4th).
Figure 3.72
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3.8.2. Earthing Circuit
The doors and ventilation grilles are not connected to earth unless specified and accepted by
the customer.
Once the different metallic elements in the concrete reinforcement mesh have been
connected, the reinforcement mesh must be connected to the prepared internal earthing
circuit.
This connection is made to one of the slots in the bottom plates, which is connected to the
external earth electrodes through a hole previously moulded that is then sealed.
The Transformer Substation installation project must include a section corresponding to the
execution of the earthing installation (check the Utility’s standard project), as well as
justification of its sizing The requirements for this type of installation are established in the
Regulations on Power Plants, Substations and Transformer Substations.
The copper connector cross-section, the terminal contact surface and tightening torques
must be suitable for a default current delimited by network protections. A protection earth
network of 50 mm
2
minimum cross-section copper wire is recommended.
Where maintaining the values of the step and touch voltages within the limits laid down in the
applicable Regulations is not viable, the owner of the installation must apply at least one of
the additional safety measures laid down in the said regulation in order to reduce personal
and material hazards.
The tightening torque recommended for electrical connections in the earthing network is
shown in the following table:
METRICS
M8 21
M10 38
M12 60
TIGHTENING TORQUE [Nm]
8.8 Steel A2 Stainless
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3.8.3. Earthing Ring
The use of an earthing ring around PF Modular Transformer Substations is recommended.
The following configuration is offered as an example. The earthing network should be
calculated in accordance with the standard project for Transformer Substation installation,
which is available from the Utility.
EARTHING RING
The construction of an earthing ring
600 mm underground is
recommended. This ring should
consist of a continuous bare copper
wire with a 50 mm
The wire should continue into the
inside of the TS where it is connected
to the enclosure earthing bar.