Circutor PV2-6, PV2-8, PV2-10, PV2-12, PV2-16 Installation Manual

INSTALLATION GUIDE

(M233A01-03-18A)

Canopies

PV2

2

PV2

Installation Guide

SAFETY PRECAUTIONS

DISCLAIMER

CIRCUTOR, SA reserves the right to make modi cations to the device or the unit speci ca-

tions set out in this instruction manual without prior notice.

CIRCUTOR, SA on its web site, supplies its customers with the latest versions of the device speci cations and the most updated manuals.

www.circutor.com

CIRCUTOR, recommends using the original cables and accessories that are supplied with the device.

DANGER

Warns of a risk, which could result in personal injury or material damage.

ATTENTION

Indicates that special attention should be paid to a speci c point.

Follow the warnings described in this manual with the symbols shown below.

If you must handle the unit for its installation, start-up or maintenance, the following should be taken into consideration:

Incorrect handling or installation of the unit may result in injury to personnel as well as damage to the unit. In particular, handling with voltages applied may result in electric shock, which may cause death or serious injury to personnel. Defective installation or maintenance may also lead to the risk of  re. Read the manual carefully prior to connecting the unit. Follow all installation and maintenance instructions throughout the unit’s working life. Pay special attention to the installation standards of the National Electrical Code.

Refer to the instruction manual before using the unit

In this manual, if the instructions marked with this symbol are not respected or carried out correctly, it can result in injury or damage to the unit and /or installations.

CIRCUTOR, SA reserves the right to modify features or the product manual without prior noti cation.

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Installation Guide

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CONTENTS

SAFETY PRECAUTIONS ��3 DISCLAIMER �� 3 CONTENTS �� 4 REVISION LOG ��5 1�- WARRANTY CERTIFICATE FOR THE CANOPIES ��6 2�- FORESEEABLE MISUSE ��7 3�- PV2 MODELS �� 8 4�- COMPONENTS ��9

4�1�- FEET AND WINGS �� 10 4�2�- BEAMS, PROFILES AND FASTENING OF MODULES �� 11

5�- PREPARATION OF THE INSTALLATION �� 12

5�1�- STUDY INTO THE ELECTRICAL PROJECT ��12

5�1�1�- STANDARD INSTALLATION WITH RECHARGE POINT IN START FOOT ��12 5�1�2�-STANDARD INSTALLATION WITH RECHARGE POINT IN START AND END FOOT ��12

5�1�3�- MAJOR INSTALLATION ��13

5�1�4�- INTERNAL CONNECTION OF FEET ��13 5�2�- PREPARATION OF FOOTINGS ��14 5�3�- EARTH CONNECTION �� 15 5�4�- ASSEMBLE TEMPLATES ��15 5�5�- FILLING THE FOOTINGS ��16 5�6�- REMOVE UPPER TEMPLATE �� 16

6�- ASSEMBLY OF FEET AND WINGS �� 17

6�1�- FOOT INSTALLATION (A) ��17 6�2�- FOOT INSTALLATION (B) ��18 6�3�- INSTALLATION OF FEET REINFORCEMENT ��19 6�4- INSTALLATION OF WINGS (A) ��20 6�5- INSTALLATION OF WINGS (B) ��21 6�6- ALIGNMENT OF THE FEET ��22

7�- ASSEMBLY OF BEAMS �� 23

7�1- FITTING OF ANGLES ��23 7�2- BEAM ANGLES ��24 7�3 - FITTING OF BEAMS ��25 7�4 - INSTALLATION OF EARTHING POINT ��26

8�- PROFILES AND MODULES ��27

8�1 - PREPARATION OF PROFILES ��27 8�2 - FITTING OF CENTRAL PROFILES ��28 8�3 - FITTING OF SIDE PROFILES �� 29 8�4 - FASTENING OF MODULES A ��30 8�5 - FASTENING OF MODULES B ��31 8�6 - CONNECTION OF STRINGS �� 32

9�- FINAL FOUNDATIONS �� 33 10�- INSTALLATION OF THE CHARGER ��34 11�- USAGE AND MAINTENANCE ��35

11�1 - INSTALLATION �� 35

11�1�1�- ASSEMBLY ACCORDING TO MANUFACTURER SPECIFICATIONS �� 35

11�1�2�- DIFFICULTIES AND VARIATIONS DURING ASSEMBLY �� 35

11�1�3�- BONDING OF PARTS AND TIGHTENING TORQUE �� 35

11�1�4�- FOUNDATIONS, ALIGNMENT AND LEVELLING OF THE CANOPIES �� 35

11�1�5�- LOCATION AND CHARACTERISTICS OF THE INSTALLATION ZONE �� 35 11�2 - USE AND UPKEEP ��36

11�2�1�- STRUCTURAL ELEMENTS MUST NOT BE MODIFIED �� 36

11�2�2�- USAGE OVERLOAD INDICATED IN THE PROJECT MUST NOT BE EXCEEDED �� 36

11�2�3�- THE ORIGINAL STATUS OF THE ELEMENTS OF THE CANOPY CANNOT BE MODIFIED �� 36

11�2�4�- AVOID THE CONTACT OF THE STEEL WITH OXIDISING OR AGGRESSIVE ELEMENTS ��36 11�3 - REVISION AND MAINTENANCE �� 37

11�3�1�- GENERAL CONDITIONS �� 37

11�3�2�- REVISION AND MAINTENANCE TASKS �� 37

11�3�3�- CASES THAT INVOLVE SPECIAL REVIEWS ��38

12�- MAINTENANCE AND TECHNICAL SERVICE �� 39

4

PV2

Installation Guide

REVISION LOG

Table 1: Revision log�

Date Revision Description

11/18 M233A01-03-18A Initial version

Note : The images of the devices are for illustrative purposes only and may differ from the original device.

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Installation Guide

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1�- WARRANTY CERTIFICATE FOR THE CANOPIES

10 year Warranty for defects in materials or manufacturing aws.

CIRCUTOR hereby guarantees, for a period of 10 years, from the date of delivery to the buyer, that its canopies are free of any defect in their materials or manufacture that hinder their normal operation under proper conditions of usage, installation and maintenance.

If, at any time, during the period of validity of this guarantee, the appearance of defects in their materials or their manufacture occurs, CIRCUTOR undertakes to replace the defective structure.

The guarantees contained in this Certicate will be provided by CIRCUTOR subject to the general terms and conditions expressed below:

Exclusions and Limitations of Guarantees

Those damages and faults established herein will be exempt from the warranty rights whenever these arise from:

1�- Accidents or negligent, improper or unsuitable use. 2�- Failing to respect the installation, usage and maintenance instructions set forth.

CIRCUTOR reserves the right to supply a different model of structure to handle the accepted

warranty claims, for replacement or expansion, in the event that the original model was no longer manufactured.

Admitted usage

This type of canopy is a metallic structure with two basic functions:

 To support a cover of photovoltaic solar modules or thermal solar panels, for the production of running or hot water respectively.

To protect motor vehicles, motorcycles, bicycles, people, etc. from the sun and the rain under the cover.

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PV2

Installation Guide

2�- FORESEEABLE MISUSE

This type of canopy is not intended to:

 To withstand overloads higher than those indicated in the corresponding certicate of technical characteristics, due to meteorological conditions (snow and wind) of the site and the own weight of the solar panels.

 People will not be allowed to climb onto the canopy, with the exception of those who access it to carry out maintenance and assembly tasks. No more than one person with their personal work material (100 kg) may climb onto the canopy.

 It is not allowed to cover the sides, front or rear with any type of enclosure that wholly or partially prevents the passage of the wind.

 The installation of posters or jutting elements is not allowed, nor in general, any added element that increases the surface exposed to the wind.

 Only the assembly of original parts and components supplied by CIRCUTOR is allowed.

 CIRCUTOR will not be held liable for any unauthorised modication to the canopy, once the

same has been put into service.

 If a wall is installed along the entire length of the canopy, a special study will be required to vary the coefcient of obstruction contemplated in the calculation.

Figure 1: Variation of the obstruction coefcient.

 If the canopy is installed in the vicinity of a height change or on a steep wall or mound that increases the height of the canopy above the ground level to more than 3 m in height at the centre point of the roong, a special study will be required owing to the modication of the pressure and suction coefcients considered in the calculation.

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Installation Guide

PV2

3�- PV2 MODELS

Figure 2: PV2 Models�

Table 2: PV2 Models�

Model Length kWp Plazas Feet

PV2-2 5,0 m 4,20 kWp 2 2 PV2-3 8,0 m 6,72 kWp 3 2 PV2-4 10,0 m 8,40 kWp 4 3 PV2-5 13,0 m 10,92 kWp 5 3 PV2-6 15,0 m 12,60 kWp 6 3

PV2-8 20,0 m 16,80 kWp 8 4 PV2-10 25,0 m 21,00 kWp 10 5 PV2-12 30,0 m 25,20 kWp 12 5 PV2-14 35,0 m 29,40 kWp 14 6 PV2-16 40,0 m 33,60 kWp 16 7 PV2-18 45,0 m 37,80 kWp 18 7 PV2-20 50,0 m 42,00 kWp 20 8 PV2-22 55,0 m 46,20 kWp 22 9 PV2-24 60,0 m 50,40 kWp 24 9 PV2-26 65,0 m 54,60 kWp 26 10 PV2-28 70,0 m 58,80 kWp 28 11 PV2-30 75,0 m 63,00 kWp 30 11 PV2-32 80,0 m 67,20 kWp 32 12 PV2-34 85,0 m 71,40 kWp 34 13 PV2-36 90,0 m 75,60 kWp 36 13 PV2-38 95,0 m 79,80 kWp 38 14 PV2-40 100,0 m 84,00 kWp 40 15 PV2-42 105,0 m 88,20 kWp 42 15

8

PV2

Installation Guide

4�- COMPONENTS

LD

PPV10APLI

TV10APLI

VI

A

PI

LI

PC

B

VC

LC

PF

C

VF

LI

LD

M

Figure 3: PV2 Components�

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Installation Guide

PV2

4.1.- FEET AND WINGS

2u.

A

4u.

DIN 931

DIN 6923

DIN 934

DIN 9021

M20X130

M10 M24 Zn

M24

M20

M24

(17u.)

(16u.) (24u.)

(4u.)

(26u.)

(8u.)

DIN 603

M10X25

M10X50

(8u.)

M20

(17u.)

2u.

RIGHT VIEW

LEFT VIEW

[M202700000000]

WING ANGLE

[M224700000000]

[M225700000000]

ANGLE BEAM B

ANGLE BANGLE A

[M239700000000]

WING START

[M230700000000]

START FOOT

B

RIGHT VIEW

[M26700000000]

CENTRAL WING

4u.

[M202700000000]

WING ANGLE

[M233700000000]

CENTRAL FOOT

[M26700000000]

CENTRAL WING

DIN 931

DIN 6923

DIN 934

DIN 9021

M20X130

M10 M24 Zn

M24

M20

M24

(27u.)

(32u.) (24u.)

(4u.)

(26u.)

(8u.)

DIN 603

M10X25

M10X50

(16u.)

M20

(17u.)

C

2u.

4u.

2u.

RIGHT VIEW

LEFT VIEW

END WING

[M225700000000]

ANGLE BEAM B

[M236700000000]

END FOOT

END WING

DIN 931

DIN 6923

DIN 934

DIN 9021

M20X130

M10 M24 Zn

M24

M20

M24

(17u.)

(16u.) (24u.)

(4u.)

(26u.)

(8u.)

DIN 603

M10X25

M10X50

(8u.)

M20

(17u.)

LEFT VIEW

[M226700000000]

ANGLE BEAM C

CENTRAL FOOT

[M233700000000]

[M253700000000]

ANGLE BEAM A

[M224700000000]

[M202700000000]

WING ANGLE

10

PV2

Installation Guide

4.2.- BEAMS, PROFILES AND FASTENING OF MODULES

Model MODULES BEAM

M103200000002 M109200000002

SCREW

M104200000006 M104200000005 M106200000001 M108A00000000 SCREW

PV2-2 15 4 4 2 16 6 4 48 8 8

PV2-3 24 4 7 2 28 12 4 84 14 14

PV2-4 30 8 8 4 32 12 8 96 16 16

PV2-6 45 8 14 2 56 22 8 168 28 28

PV2-8 60 12 18 4 72 28 12 216 36 36

PV2-10 75 16 22 6 88 34 16 264 44 44

PV2-12 90 16 28 4 11 2 44 16 336 56 56

PV2-14 105 20 32 6 128 50 20 384 64 64

PV2-16 120 24 36 8 144 56 24 432 72 72

PV2-18 135 24 42 6 168 66 24 504 84 84

PV2-20 150 28 46 8 184 72 28 552 92 92

PV2-22 165 32 50 10 200 78 32 600 100 100

PV2-24 180 32 56 8 224 88 32 672 11 2 112

PV2-26 195 36 60 10 240 94 36 720 120 120

PV2-28 210 40 64 12 256 100 40 768 128 128

PV2-30 225 40 70 10 280 110 40 840 140 140

PV2-32 240 44 74 12 296 11 6 44 880 148 148

PV2-34 255 48 78 14 312 122 48 936 156 156

PV2-36 270 48 84 12 336 132 48 1008 168 168

PV2-38 285 52 88 14 352 138 52 1056 176 176

PV2-40 300 56 92 16 368 144 56 1104 184 184

PV2-42 315 56 119 14 476 154 56 1176 238 238

M10

M14

BEAMS

MODULES

PLACKET

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Installation Guide

PV2

5�- PREPARATION OF THE INSTALLATION

5.1.- STUDY INTO THE ELECTRICAL PROJECT

5�1�1�- STANDARD INSTALLATION WITH RECHARGE POINT IN START FOOT

Lowering of strings (DC wiring) per start foot. Power supply to recharging point in start foot (AC wiring).

Figure 4: Standard installation with recharging point in start foot�

5�1�2�-STANDARD INSTALLATION WITH RECHARGE POINT IN START AND END FOOT

Lowering of strings (DC wiring) per start foot. Power supply to recharging point in start and end foot (AC wiring).

Figure 5: Standard installation with recharging point in start and end foot�

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PV2

Installation Guide

5�1�3�- MAJOR INSTALLATION

Lowering of strings (DC wiring) per start and central foot.

Power supply of recharging points in each foot. (AC wiring)

Figure 6: Major installation�

5�1�4�- INTERNAL CONNECTION OF FEET

STRINGS

CONDUCTION OF DC WIRING THROUGH THE BEAMS

EARTH CONNECTION POINT

(PLEASE REFER TO POINT 7.4)

Figure 7: Internal connection of feet�

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Installation Guide

PV2

5.2.- PREPARATION OF FOOTINGS

MAX 10º

300mm MAX

D

CASKET

REINFORCED TWIN-LAYER PIPE

-PROJECTION OF A LENGTH OF 6 M APPROXIMATELY FROM CASKET SPLICE FOR THE LOWERING OF STRINGS, DC WIRING.

-IF IT IS ONLY FOR AC WIRING OF THE CHARGER, PROJECTION OF 4 M APPROXIMATELY OF CASKET SPLICE.

LEAVE CABLES IN PLACE

CASKET

FOOTING

FOOTING ALIGNMENT

SPLICE BOX

Figure 8: Preparation of footings�

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PV2

Installation Guide

5.3.- EARTH CONNECTION

ON EACH FOOT

CASKET

FOOT TUBE

Figure 9: Earth connection�

5.4.- ASSEMBLE TEMPLATES

Torque kp·m 71

M24

24x

50

500

950

Figure 10: Assembly of templates�

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Installation Guide

PV2

5.5.- FILLING THE FOOTINGS

Figure 11: Filling the footings�

5.6.- REMOVE UPPER TEMPLATE

Figure 12: Remove upper template�

16

PV2

Installation Guide

6�- ASSEMBLY OF FEET AND WINGS

6.1.- FOOT INSTALLATION (A)

Torque kp·m 71

M24 D24

4x

PULL PIPES WHEN LIFTING

DO NOT STEP ON TUBES OR PIPES

Figure 13: Foot installation (A)

17

Installation Guide

PV2

6.2.- FOOT INSTALLATION (B)

Torque kp·m 71

M24 D24

4x

Figure 14: Foot installation (B)

18

PV2

Installation Guide

6.3.- INSTALLATION OF FEET REINFORCEMENT

1x

UPPER VIEW

Figure 15: Installation of foot reinforcement

19

Installation Guide

PV2

6.4- INSTALLATION OF WINGS (A)

Torque kp·m 71

M20X130

M20

7x

14x

7x

Figure 16: Installation of wings (A)�

D20

20

PV2

Installation Guide

6.5- INSTALLATION OF WINGS (B)

Torque kp·m 71

M20X130

M20

7x

14x

7x

Figure 17: Installation of wings (B)�

D20

21

Installation Guide

PV2

6.6- ALIGNMENT OF THE FEET

X

Y

X Y

X

Y

X=Y

Figure 18: Alignment of the feet

22

PV2

Installation Guide

7�- ASSEMBLY OF BEAMS

7.1- FITTING OF ANGLES

2x

Figure 19: Fitting of angles�

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Installation Guide

PV2

7.2- BEAM ANGLES

Torque kp·m 71

M20X130

M20

4x

Figure 20: Beam angles�

24

PV2

Installation Guide

7.3 - FITTING OF BEAMS

Torque kp·m :3.8

M10X25

M10x50

M10

2x

4x

2x

7.5m

SYMMETRICAL BEAMS

2A+2B

A

B

2B+2A

Figure 21: Fitting of beams�

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Installation Guide

PV2

7.4 - INSTALLATION OF EARTHING POINT

Torque kp·m :3.8

M10X25

M10

1x

INSIDE VIEW OF THE INSTALLATION

FOOT

Figure 22: Installation of earthing point�

26

PV2

Installation Guide

8�- PROFILES AND MODULES

8.1 - PREPARATION OF PROFILES

A

Torque kp·m :3.8

M10X25

M10

M14

4x

Figure 23: Preparation of proles A

B

Torque kp·m :3.8

M8X10

M8

1x

Figure 24: Preparation of proles B

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Installation Guide

PV2

8.2 - FITTING OF CENTRAL PROFILES

Torque kp·m :3.8

Figure 25: Fitting of central proles.

28

PV2

Installation Guide

8.3 - FITTING OF SIDE PROFILES

M109200000002

Figure 26: Fitting of side proles.

29

Installation Guide

PV2

8.4 - FASTENING OF MODULES A

M104200000006

M106200000001

POSITION OF CONNECTION BOX!

PLEASE REFER TO POINT 8�6

Figure 27: Fastening of modules A�

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PV2

Installation Guide

8.5 - FASTENING OF MODULES B

GPV10APLI

TPV10APLI

POSITION OF

CONNECTION BOX!

PLEASE REFER TO

POINT 8�6

Figure 28: Fastening of modules B�

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Installation Guide

PV2

8.6 - CONNECTION OF STRINGS

Distribute the modules according to their connection as per the following scheme:

1

2

3

4

1

2

3

4

1

2

3

4

DC WIRING CHANNEL THROUGH THE BEAMS AND INSIDE OF THE FOOT

Figure 29: Connection of strings�

32

PV2

Installation Guide

9�- FINAL FOUNDATIONS

Concrete/ Hormigón

Figure 30: Final foundations�

33

Installation Guide

PV2

10�- INSTALLATION OF THE CHARGER

Figure 31: Installation of the charger�

34

PV2

Installation Guide

11�- USAGE AND MAINTENANCE

11.1 - INSTALLATION

Before the assembly of the canopies, the technical management of the works or the engineering company that carries out the installation project must draft a technical project in which the housings (foundations, footings, support structure, etc.) are sized accordingly with the resulting stressed exerted on the canopy due to wind and snow indicated by the regulations applicable to the specic location of the canopy.

11�1�1�- ASSEMBLY ACCORDING TO MANUFACTURER SPECIFICATIONS

The canopies must be assembled following the instructions in this assembly manual. Under no circumstances may parts or pieces be modied, or steps omitted.

11�1�2�- DIFFICULTIES AND VARIATIONS DURING ASSEMBLY

Any damage detected during the assembly, either as a result of the actual process or if any part does not match those described in the manual, must be notied of to the company supplying the structure.

11�1�3�- BONDING OF PARTS AND TIGHTENING TORQUE

All joints of the canopy’s parts must be made with the supplied screws and nuts. Any change of screws and nuts must be communicated and authorised by the manufacturer. The tightening torques of the joints must be checked according to the following specications:

M8 = between 16 and 19 Nm M10 = between 33 and 39 M20 = between 182 and 274 Nm M24 = between 264 and 324 Nm

11�1�4�- FOUNDATIONS, ALIGNMENT AND LEVELLING OF THE CANOPIES

The foundations must be made with the material supplied by the manufacturer and according to the specications described in this manual.

The legs must be aligned and level. In the event that these requirements cannot be met due to the type of installation, please notify the manufacturer to study the situation and behaviour of the canopy.

Any installation made on sloping terrain should be specically studied to ensure the proper functioning of the canopy.

11�1�5�- LOCATION AND CHARACTERISTICS OF THE INSTALLATION ZONE

The canopies have been studied to be installed free of any building or nearby walls. If an adjacent wall is installed, a special study will be required to vary the coefcient of obstruction contemplated in the calculation.

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Installation Guide

PV2

If the canopy is installed in the vicinity of a height change, or on a steep wall or mound that increases the height of the canopy above the grade to more than 3 m in height at the centre point of the roong, a special study will be required owing to the modication of the pressure and suction coefcients considered in the calculation.

11.2 - USE AND UPKEEP

Maintenance is essential for proper service of this canopy. This section details the work to be performed by the owner or a subcontracted company to ensure continuity in the service of the canopy.

11�2�1�- STRUCTURAL ELEMENTS MUST NOT BE MODIFIED

The structural elements that make up the structure: bases, feet, wings and beams must not be modied from their original state without the intervention of a qualied technician.

11�2�2�- USAGE OVERLOAD INDICATED IN THE PROJECT MUST NOT BE EXCEEDED

The overload of use cannot be exceeded without prior consultation with the specialist technician, especially in the case of changes in use. Should these be exceeded, there would be depletion in the structure leading to deformations and breaks. People will not be allowed to climb onto the canopy, with the exception of those who access it to carry out maintenance and assembly tasks. No more than one person with their personal work material (100 kg) may climb onto the canopy.

11�2�3�- THE ORIGINAL STATUS OF THE ELEMENTS OF THE CANOPY CANNOT BE MODIFIED

Do not drill or weld in metal proles without consulting a specialist technician. The installation of posters or jutting elements is not allowed, nor in general, any added element that increases the surface exposed to the wind.

11�2�4�- AVOID THE CONTACT OF THE STEEL WITH OXIDISING OR AGGRESSIVE ELEMENTS

Steel elements should not be exposed to aggressive elements such as urine and accumulations of water in the areas of the feet are to be avoided.

Any abnormal situation that appears in the different structural elements must be notied

of to a trained technician or to the manufacturer�

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PV2

Installation Guide

11.3 - REVISION AND MAINTENANCE

11�3�1�- GENERAL CONDITIONS

The construction management or the engineering company that carry out the project will dene the periods and maintenance actions required for the housing or foundation. It is highly recommended to carry out testing procedures on concrete footings or housings. In each maintenance revision a form sheet must be completed with the following information outlined below:

- Maintenance Company.

- Person who performs the tasks.

- Date of completion of the works.

- Visually reviewed points.

- Damages in the visually reviewed points.

- Points reviewed using gauge key.

- Points that have been retightened due to tension slipping.

- If protective paintwork has been added.

- Remarks.

Maintenance work must be carried out with sufcient trained personnel who are qualied to complete these tasks. The maintenance guidelines must be adjusted and, if necessary, these must be changed periodically according to the conditions of service and the product’s alteration over time.

11�3�2�- REVISION AND MAINTENANCE TASKS

11�3�2�1�- Periodicity: every six months

Visual inspection of the entire canopy, looking for possible damage to the entire structure such as bumps, ssures, deformations, breaks, or possible rust issues. The fastening hardware at the angles between the ag and the belts are points in which special attention must be paid. Any damage will be repaired immediately to avoid possible accidents or lack of service.

Table of minimum visual revisions:

Table 3: Visual revision chart�

Visual revision Appearance Deformation

Base anchor screws

Top layer

Welding base Joint

Screws in the joint of the base and the foot

Point P1

Screws in the joint of the foot and the wing

Screws in the joint of the ag and the angle

Angle

Screw in the joint of the angle and the belts

End contact point between belts and angle

Belts central point

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Installation Guide

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11�3�2�2�- Periodicity: annual

Check all the fastening screws of the sail with a torque wrench (base / foot / wing). Review with normal key of all the screws of the cover (in this case the torque wrench is not necessary). Should it be observed that in each revision there are several screws that are not with the correct tightening torque, it will be necessary to carry out these revisions more frequently and to try to determine the reason why these screws come loose (excessive vibrations, excessive clearances or other causes).

11�3�2�3�- Periodicity: every 3 years

Carrying out a repaint every 3 years with Valentine’s Oxigel Pavonado paint or similar. Should rust be detected resulting from highly corrosive environments, by blows or any other cause, a remediation of the point with rust will be carried out immediately and a product will be applied to provide sufciently accredited protection in the affected area. This periodicity has been determined by the experience of the manufacturer of the paintwork. It is not an exact period and can be reduced or lengthened depending on the climatic conditions of the area where it is located.

11�3�3�- CASES THAT INVOLVE SPECIAL REVIEWS

The maintenance manager or the owner must carry out a damage evaluation in the following scenarios:

• In case of a scale VII earthquake (EMS scale).

• In case of storms whose maximum wind speed exceeds 120 km/h When 50 kg/m2 of accumulated snow is exceeded.

• In case of impact of a vehicle, an evaluation of the possible damages received.

• In all cases where it is noted or suspected that the structure may have some damage, regardless of the cause.

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PV2

Installation Guide

12�- MAINTENANCE AND TECHNICAL SERVICE

In the case of any query in relation to device operation or malfunction, please contact the

CIRCUTOR, SA Technical Support Service.

Technical Assistance Service

Vial Sant Jordi, s/n, 08232 - Viladecavalls (Barcelona) Tel: 902 449 459 ( España) / +34 937 452 919 (outside of Spain) email: sat@circutor.com

39

Installation Guide

PV2

CIRCUTOR, SA Vial Sant Jordi, s/n 08232 - Viladecavalls (Barcelona) Tel: (+34) 93 745 29 00 - Fax: (+34) 93 745 29 14 www.circutor.es central@circutor.com

Circutor PV2-6, PV2-8, PV2-10, PV2-12, PV2-16 Installation Manual

Specifications and Main Features

Frequently Asked Questions

User Manual