<b>Bijsluiter</b>. De hyperlink naar het originele document werkt niet meer. Daarom laat Woogle de tekst zien die in dat document stond. Deze tekst kan vreemde foutieve woorden of zinnen bevatten en de opmaak kan verdwenen of veranderd zijn. Dit komt door het zwartlakken van vertrouwelijke informatie of doordat de tekst niet digitaal beschikbaar was en dus ingescand en vervolgens via OCR weer ingelezen is. Voor het originele document, neem contact op met de Woo-contactpersoon van het bestuursorgaan.<br><br>====================================================================== Pagina 1 ======================================================================

<pre>Mounting systems for
ground mounted installations
Catalogue
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<pre>    PUK Group GmbH & Co. KG
    PO Box 440260
    12002 Berlin
    Deutschland


    PUK-Solar GmbH & Co. KG
    Nobelstr. 45–55
    12057 Berlin
    Deutschland
    Phone +49 30 68283-01
    Fax      +49 30 68283-20


    PUK Solar Industry and Trade Inc.
    10006 sokak No:11 AOSB Cigli
    35620 Izmir
    Turkey
    Phone +90 232 37681-60
    Fax      +90 232 37681-59


    International contact person
    Stephan Hippel
    Mobile: + 49 1604766376
    stephan.hippel@puksolar.com


    Murad Saygin
    Mobile: +90 532 235 89 81
    murad.saygin@puksolar.com


    Pieter van Lier
    Mobile: +31 6 - 83 96 66 04
    p.vanlier@pukbenelux.com


    Please read our general terms
    and conditions online at:




    www.puksolar.com




2
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<pre>Content


          General information                4-9

          2-support system,
          crystalline modules              10-19

          2-support system,
          thin-film modules                20-23

          1-support system,
          crystalline modules                24

          3-support system,
          crystalline modules              26-27


          Mounting options                   28


          Mounting                           30


          Ramming                            31


          Concrete mounting                  32


          Technical information              33


          Data for construction planning     34




                                                   3
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<pre>All of our energy. For your project.

Since 2009 PUK Solar GmbH & Co.            In addition to projects in Germany,       On the Iberian Peninsula, our col-
KG has positioned itself in the inter-     Turkey, Northern and Eastern Europe,      leagues from PUK Portacables are in
national market as an expert in sub-       PUK Solar GmbH & Co. KG has deliv-        charge of numerous projects from
structures for photovoltaic systems.       ered and installed mounting systems       small to large scale solar parks. For
                                           for facilities with a total capacity of   many years now, they have proven
As a 100 per cent subsidiary of the        more than 400 megawatts. We man-          their technical knowledge as well as
PUK Group with 75 years of experi-         ufacture all of our parts in our own      their project management skills.
ence in producing, delivering and          factories.
mounting cable management sys-                                                       In the MENA region, our Dubai based
tems, we develop robust mounting           PUK-Solar GmbH & Co. KG is a              team is offering solutions ranging
solutions for free standing solar pan-     member of the German Solar Industry       from carport systems, rooftop instal-
els, roof installations and carports.      Association (Bundesverband Solar-         lations to ground mounted installa-
                                           wirtschaft).                              tions.
Expertise and experienced
Equipped with project management           Here and there                            Our polish colleagues at EL-PUK have
and specialising in major projects in      Basically, PUK Solar is a network of      their own engineering department in
the emerging photovoltaic market,          solar experts. Alongside to our           place to ensure ideal planning and
PUK Solar GmbH and Co. KG acts as          experts at the headquarter in Berlin,     installation of local PV-solutions.
a centre for technical expertise for the   there are different locations through-
globally active group of companies.        out Europe and the Middle East            P&K Energo, our Russian affiliate,
                                           where our customers can get support       specialises in large scale projects
Everything from a single source            for their solar projects.                 with ground mounted PV-installations.
Our range of services includes techni-
cal consultation and planning, pro-        In 2016, the PUK Solar Industry and       PUK-Benelux B.V. is located in
duction and logistics, standard-con-       Trade Inc. was founded in Izmir, Tur-     Eersel, the Netherlands, and respon-
forming foundations, the construction      key with the aim to have our technical    sible for the Benelux region. PUK
of base frames and mounting of all         expertise right on the spot. With its     Benelux is specialized in advice,
modules.                                   own production plant and a galvanis-      delivery and construction of the PUK
                                           ing plant, the company is perfectly       Solar ground mounted systems and
                                           equipped to provide quality and fast      PUK cable support systems.
                                           deliveries for local demands.




4
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<pre>Technology that connects. And electrifies.

PUK Solar is part of the PUK Group,   tomised, impressive system solutions      The group's values are characterised
an SME which is active worldwide in   in the area of cable management.          by customer-orientation, long-term
the metalworking industry.            Particularly in the areas of energy,      thinking, expert advice and planning
                                      building technology, industry, infra-     and responsible action.
A group                               structure, transportation, oil and gas,
With 770 employees, an annual turn-   our employees demonstrate their           Along with PUK Solar and other sub-
over of around €140 million and a     extensive industry expertise.             sidiaries, the PUK Group forms a
company history stretching back to                                              globally active SME.
1935, the PUK Group today is one of   Several locations
the leading producers of cable sup-   In addition to plants in Germany (Ber-
port systems, cable trays, cable      lin and Schönecken), Turkey, Poland,
clamps, underfloor systems and        Russia and India, the PUK Group has
assembly systems for photovoltaic     30 sales offices worldwide where it
systems.                              focuses on its strengths in the three
                                      core areas of
Wherever there is a need for a safe   –– consultation and planning,
infrastructure for power and data     –– production and logistics,
cables, the PUK Group offers cus-     –– mounting




                                                                                                                       5
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<pre>PUK Solar worldwide

Plant Schönecken                                1   PUK-Solar GmbH & Co. KG                2 	PUK Solar Industry and Trade Inc.
Industriestr. 1                                     Headquarters and plant                     Headquarters and plant
54614 Schönecken                                7   Nobelstr. 45-55                            10006 sokak No: 11 AOSB Cigli
Germany                                             12057 Berlin                               35620 Izmir
Phone +49 6553 9202-0                               Germany                                    Turkey
Fax     +49 6553 9202-30                            Phone +49 30 68283-299                     Phone +90 232 376 81 60
                                                    stephan.hippel@puksolar.com                Fax    +90 232 376 81 59
                                                                                               murad.saygin@puksolar.com




                                                                                             6
                                                                                              Moscow




                                                             1
                                                8
                                                                 Berlin
                                       Eersel                               Lodz
                                 Schönecken                               5




                           Barcelona

                                   3
                                                                                   Izmir

                                                                                   2




                                                                                                                          Dubai

                                                                                                                      4




6
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<pre>    3   PUK-Portacables, S. L.               4 	PUK Middle East                     5 	EL-PUK Sp. z o.o.
        Polígono Industrial Barcelonés           Headquarters and plant                  ul. Kościelna 15
        c/ Noguera, Nave 1                       10006 sokak No: 11 AOSB Cigli           95-050 Konstantynów
        08630 Abrera (Barcelona)                 35620 Izmir                             Łódzki
        Spain                                    Turkey                                  Poland
        Phone +34 93 77034-90/91                 Phone +90 232 376 81 60                 Phone +48 42 2118801
        Fax     +34 93 7703518                   Fax    +90 232 376 81 59                Fax     +48 42 2118804
        francisco.redondo@puksolar.com           murad.saygin@puksolar.com               marketing@elpuk.com.pl



    6 	P&K-ENERGO LLC                       8   PUK-Benelux B.V.
        ul. Streleckaja 6, Office 20             Meerheide 212
        127018 Moscow                            5521 DW Eersel
        Russian Federation                       Netherlands
        Phone +7 495 6468348                     Phone +31 6 - 83 96 66 04
        michael.saft@puk.com                     Fax     +31 4 97 - 51 45 02
                                                 p.vanlier@pukbenelux.com




                                                                                 7




                                                          7
7


                                         7



                 7




                                                                                                                  7
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<pre>Lived quality. In black and white.




Due to their exposed position on rooftops or in fields, photo-   Quality and conviction
voltaic panels are constantly subject to damaging environmen-    This includes standardised test procedures and strict product
tal influences. Starting in the planning phase, comprehensive    control based on detailed procedure and test instructions,
specifications and safeguards must be met.                       which allow for real quality solutions and application safety
                                                                 even under adverse conditions. We ensure both through con-
Quality from experience                                          stant control, certification and development.
Decades of experience in solutions for demanding technical
requirements, from planning to mounting complex systems,         These are the cornerstones of a mature and exemplary quality
enables us to provide structurally sound and proven solutions.   management system in the tradition of our quality culture and
                                                                 quality thinking:
                                                                 –– Our mounting system for photovoltaic panels is checked
                                                                   and certified according to TÜV Spec. TZE/2.572.11.
                                                                 –– Our factories and offices are certified according to DIN EN
                                                                   ISO 9001.
                                                                 –– Our solutions meet the requirements of DIN 1055, DIN
                                                                   18800 and the Euro codes.
                                                                 –– We test our products in our own test facilities.




8
</pre>

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<br><br>====================================================================== Pagina 9 ======================================================================

<pre>Expertise and experience. From A to Z.

For decades, the PUK Group has been one of the most           One system. Many possibilities.
competent technical equipment suppliers for the energy        Our mounting system offers several advantages: it is struc-
industry. With the German PUK Solar GmbH and Co. KG           turally optimised and inspected, simple in its design, com-
as a competence centre and the Turkish PUK SOLAR San.         petitive in its pricing and easy to install. Our system is ideal
ve Tic. A. Ş., we provide customers in 11 countries with      for both crystalline modules with frames, thin-film glass
mature product solutions and reliable engineering services,   modules and full-size modules with glued backrails. PUK
even on short notice.                                         Solar delivers a mounting system that corresponds with
                                                              DIN 1055 and the Eurocodes and is structurally optimised
One stop for experience.                                      for one-, two- or multi-row panels.
The range of services from PUK Solar includes consulting,
planning, production, logistics, ramming, foundations,        Safety for your project.
base frame construction and module mounting.                  –– Extensive expertise and decades of experience.
                                                              –– Certified solutions from a variety of projects of every size
During the planning process we calculate exact, individual      – worldwide.
structural and load profiles for PV systems of different      –– Customised engineering solutions
sizes.                                                        –– Software supported sizing
                                                              –– Short-term production of all necessary components
All of the supporting profiles, transverse and longitudinal   –– Delivery of large material quantities
beams, diagonal bracing and connecting parts manufac-         –– Installation of complex systems
tured in our factories in Berlin and Schönecken are made      –– Experienced project management and in-house construc-
from galvanised steel with a minimum durability of 25           tion manager
years. This makes products from PUK Solar particularly
robust, durable and corrosion resistant.




  Sizing and structural analysis
  We start by recording system-specific parameters for the
  project in a data sheet. Our engineers then receive, in             Angebot
                                                                                                                                  Angebot
                                                                                                                                  PVA Akita (Windverbände)
                                                                                                                                                                                           Angebot
                                                                                                                                                                                           PVA Beispiel (Windverbä
                                                                                                                                                                                                                   nde)
                                                                                              nde)
                                                                      PVA Beispiel (Windverbä




  just three steps, software-based results for the ideal
                                                                                                                                                                                          Angebotsnr.:           1
                                                                                                                                  Angebotsnr.:           1                                Datum:                 08.11.2016
                                                                                        1                                         Datum:                 08.11.2016                       Seite:
                                                                       Angebotsnr.:                                                                                                                             2 von 4                     PUK-SOLAR
                                                                       Datum:           08.11.2016                                Seite:                3 von 4                                                                                                KG • Nobels
                                                                                                                                                                                                                                                                               trasse 45-55
                                                                       Seite:           4 von 4                                                                                                                                                                                                  • 12057 Berlin
                                                                                                                                                   Eingabedaten
                                                                                                                                  Lastüberlagerungen und Windbeiwerte
                                                                       Ergebnis - Optimal                                                                                             800Geographische(mm)
                                                                                                                                                                                                       Lage


  construction method with a minimum use of materials
                                                                                                                                                               H                                                                                                                         PUK-Solar
                                                                                                            Lastüberlagerungen               Höhe über NN. (m)                        2136                                   Vorgegebene Profile                                                   GmbH & Co.
                                                                                                                                                               maxH (mm) 140,00                                                                                                          Nobelstraße
                                                                                                                                                                                                                                                                                                     45-55
                                                                                                                                                                                                                                                                                                                KG

                                                                                                            Name                            Windlastzon
                                                                                                                                                  Eigengewicht
                                                                                                                                                          e    R (mm) Windsog N/A     1700Winddruck              Schnee Längsträger
                                                                                                                                                                                                                                                                                        12057 Berlin
                                                                                                                                                                                                                                                                     ---
                                                                                                            Überlagerung 3                  Schneelastz
                                                                                                                                                  1,00 one a (mm)     1,50            340 0,00                   0,00        Querträger
                                                                                                                                                                                   N/A                                                                               CP 80x1,5F
                                                                                                            Überlagerung 4                        1,35          b (mm)0,00             19161,50                  1,05        Windverband
                                                                                                            Überlagerung 5                  Geländekat
                                                                                                                                                  1,35 egorie x (mm)  0,00    PVA        Beis
                                                                                                                                                                                       1764 0,90 piel            1,50       Nordstütze
                                                                                                                                                                                                                                                                    KHB 7             Bearbeiter:
                                                                                                                                                                                                                                                                                     Telefon:
                                                                                                                                                                                                                                                                                                       Stephan Hippel
                                                                                                                                                                                   0 - See,   Küstengebiete                                                         ---
                                                                                                                                                                                       23 0,00
                                                                                                                                                                         (°) 39°31'0.17"N                                   Südstütze                                                                  +49 30 682




  and assembly. We even calculate in regional wind and
                                                                                                            Erdbeben1                             1,00          Alpha 0,00                     ; 140° 5'16.1 1,00                                                                    Fax:                         83 142
                                                                                                                                                                                       59                      7"E                                                  ---              E-Mail:           +49 30 682
                                                                                                                                                                                                                                                                                                                  83 250
                                                                                                            Erdbeben2                       Moduldat
                                                                                                                                                  1,10 en       Beta0,00(°)             Ort0,00                  0,33                                                                                 stephan.hippel@
                                                                                                                                                                                                                                                                                                                        puksolar.com
                                                                                                                                                                             Land                                           Stütze - Kragarmsrahmen
                                                                                                                                           Ausführung                                                                                                              ---
                                                                                                                                                                                  CS6P-270M                                 Diagonalstab                                           Angebotsnr.:
                                                                                                                                           Modultyp                                                                                                                ---             Datum:
                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                  Kristallin
                                                                                                                                           Länge (mm)                       Sof1650tware                                                                                           Seite:
                                                                                                                                                                                                                                                                                                     08.11.2016
                                                                                                                                                                                                                                                                                                     1 von 4
                                                                                                                                           Breite (mm)                                                                     Lastannahmen
                                                                                                                                                                           Sys     temstatik /
                                                                                                                                                                                 992



  snow load characteristics so the structural analysis can
                                                                                                                                           Dicke (mm)
                                                                                                                                                                                 40,0                       Bemess        Eigengewicht (kN/m²)
                                                                                                                                                                                                                             ungsprotoko                          0,11
                                                                                                                                          Delta (mm)
                                                                          Fachwerk
                                                                                                                 4
                                                                                                                                                                          Vorbe  412
                                                                                                                                                                                   merkungen                                                            ll
                                                                                                r (L)                                     Eigengewicht (kg)               Grundl19,0
                                                                                                                                                                                                                          Wind Speed (km/h)
                                                                          Anzahl der Längsträge                                                                                   age der                                                                        116,0
                                                                                                                 6                        Modulleistung (W)              insbesondere durch die Software                 Windlast (kN/m²)
                                                                          Anzahl der Stützen                      20                                                     Tragwe 270,0 DIN EN 1990 bis durchgeführten statisch
                                                                                                                                                                                  rke). Länder
                                                                                                                                                                                                                                                                 0,64
                                                                                                  de (WB)                                                                                        spezifische      DIN EN Windbeiwer             en Nachweise
                                                                                                                                                                                                                                        t Cp, Druck
                                                                                                                                                                                                                              1993 (Euroc
                                                                          Anzahl der Windverbän                                                                          Erdbeben oder                        Abweic                        odes), DIN           sind
                                                                                                                                                                                                                                                                 0,92 die
                                                                                                                  1918                   Modulano                       Zudem erfolgt andere außergewöhn hung                der einzeln
                                                                                                                                                                                                                         Windbeiwer                       18800 (Stahlb derzeit gültigen Norme
                                                                          Stützabstan d (mm)                                                            rdnung          Rammbefesti keine Dimensionierung
                                                                                                                                                                                                                   liche  Lasten nicht
                                                                                                                                                                                                                                        t Cp,
                                                                                                                                                                                                                                          en   Sog
                                                                                                                                                                                                                                             europä             -1,48 auten) und DIN 1055 n und Richtlinien,
                                                                                                                                                                                                                                                    ischen Mitglie




  apply throughout Europe.
                                                                                                                  781                                                                   gungen, da                            Werte berücksichtigt.
                                                                                                                                                                                                                         CPBeton-
                                                                                                                                                                                                                       von                                          dsstaaten werden                  (Einwirkungen
                                                                           Kragarmslänge (mm)                     243,23
                                                                                                                                         Orientierung                   Programm
                                                                                                                                                                                     bestimmten die vor Ort vorliegende
                                                                                                                                                                               Vertikal                                              oder Schrau                Norm/Auto                 ebenso wie
                                                                                                                                                                                                                                                                                                       der Einfluss      auf
                                                                                                                                                                       Auf Grund                   Längen der                                      bfundamenten                                                     durch
                                                                           Gesamtgewicht (kg)                                            Reihen                                       ihrer sekund               Stützen sind Bodenbeschaffenheit                   sowie
                                                                                                                                                                       Längsr2 ichtung der           ären Bedeu                 auf die Geländ            in der Regel keine Bestimmung
                                                                                                                                         Anzahl je Reihe                                     Tische vernac         tungSchneelast      (kN/m²)eoberkante bezoge
                                                                                                                                                                                                                           (Kräfte nicht                                  erst ermitte             der
                                                                                                                                                                                                                                                                                       lt werden muss.Einbringtiefe bei
                                                                                                                                                                               11                            hlässigt.                     vorherr              2,30n.                                    Die durch
                                                                                                                                        Neigung (°)                                                                     Schneelastkoeffizientschend) werden Belastu                                                    das
                                                                                                                                                                      Baustoffe                                                                                0,80            ngen durch
                                                                                                              Größte                                      (cm³) WzDie  (cm³)23,0A (mm²) G (kg/m)                                                                                               Eis und Windla
                                                                                                    Länge                                    (cm4) HWy
                                                                                                                                        Traufhöhe
                                                                                                                           (%) Iy (cm4) Iz             (mm)                im Folgenden                                                                                                                          sten in
                                                                                                               Auslastung                                            hierzu   800 2,01nachge2,00                        GroundAcceleration A0
                                                                               Profiltyp             (mm)                               Anzahl der          4,07
                                                                                                                                                 3,69Gestelle            1,30müssen Schrau wiesenen Tragsy                                            in g
                                                                                                                                    12,22                            Modulklemme                  b- 2,02                steme besteh                          0,27
                                                                                                                                                                          2,497259 n 2,37
                                                                                                               83                                                                                    und andere
                                                                                                     3523                               Gesamtleist         6,42                        bestehen aus                 Befestigungsm en aus gemäß DIN
                                                                            1 KHU 60-2,0F                                           25,67        5,64ung (kW)
                                                                                                                                                                              43118,46               1,68Aluminium.                   aterialien u.            EN ISO 1461
                                                                                                      2596     83                                           2,01 Schut    2,91          1,89                                                         U. in untersc               verzinktem
                                                                                                                                                                                                                                                                                               Baustahl. Abweic
                                                                            2 CP 80x1,5F                                                Modulanzah
                                                                                                                                      4,15       5,96l gesamt                zverm                                                                                    hiedlichen
                                                                                                                                                                                                                                                                                  Edelstählen
                                                                                                               42                                                         1,30159698 erk2,01
                                                                                                                                                                                          gemäß DIN  2,00                                                                                         ausgeführt      hend
                                                                                                      2065                                                  4,07 Weiter                                   ISO 16016
                                                                            3 KHAL 41                                               12,22        3,69                       gabe sowie               1,72
                                                                                                                                                                                                                                                                                                               werden.
                                                                                                      2774     28                                            4,99 ausdrü2,26cklich      2,04
                                                                                                                                                                                           Vervielfältigun
                                                                                                                                                                                                            g dieses Dokum
                                                                            4 KHU 60-2,0F                                              Daten der
                                                                                                                                     13,26        4,70Konstruk     Gebrauchsmu gestattet. Zuwide      0,80
                                                                                                                                                             0,32 tion0,84 ster-0,84
                                                                                                                88                                                                                                             ents, Verwer
                                                                                                      11152                                       1,26                                    oder Gesch rhandlungen verpflic                     tung und Mitteilu
                                                                             L CP 60x1,5F                                             0,30
                                                                                                                                       Art der Anlage                                                   macks  muster              hten    zu   Schadenersatz ng seines Inhalts sind
                                                                                                       2422     0                                                            Freiland                                  eintragung
                                                                                                                                                                                                                                    vorbehalten.               . Alle Rechte                 verbote
                                                                             WB KHB 7                                                  Stützabstand (mm)                                                                                                                            für den Fall n, soweit nicht



  Step 1: project data acquisition and entry
                                                                                                                                                                  Für Rückfr Automatisch
                                                                                                                                                                               agen stehen ermittelt                                                                                                    der Patent
                                                                                                                                       Charakteristische                                      wir jeder Zeit                                                                                                        -,
                                                                                                                                                                             390                              gerne zur Verfüg
                                                                                                                                       Stahlfestigkeit (N/mm²)                                                                   ung.
                                                                                                                                                                 i.A. Stepha
                                                                                                                                      Art des Fundaments                      n Hippel
                                                                                                                                                                PUK-Solar   Rammfunda
                                                                                                                                                                              GmbH & Co.ment
                                                                                                                                      Rammtiefe (mm)            Dieses Schre                  KG
                                                                                                                                                                            1700 iben wurde
                                                                                                                                      Kragarmslänge Querträger                                      maschinell
                                                                                                                                                                            Vorgegeben: 340                       erstellt und
                                                                                                                                                                                                                                   ist ohne Unter
                                                                                                                                                                                                                                                      schrift verbin



  Step 2: determination of geographic location
                                                                                                                                                                                                                                                                        dlich.


                                                                                                                                                                                                                      PUK-Solar
                                                                                                                                                                                                                                    GmbH & Co.
                                                                                                                                                                                                                      Sitz: Berlin,               KG
                                                                                                                                                                                                                                    AG Charlotten
                                                                                                                                                                                                                     Komplementär:                burg HRA 45957
                                                                                                                                                                             PUK-Solar GmbH & Co.                                      PUK Solar                   B;
                                                                                                                                                                                                          KG         AG Charlotten                Verwaltungs
                                                                                                                                                                             Sitz: Berlin, AG Charlottenburg                         burg                      GmbH, Sitz:
                                                                                                                                                                                                                                                      Ust.-ID-Nr.:
                                                                                                                                                                                                                     Geschäftsführer: HRB 138238 B;
                                                                                                                                                                                                               HRA 45957                                                   Berlin;            Bankverbindung:
                                                                                                                                  PUK-Solar GmbH & Co. KG                   Komplementär: PUK Solar                         B;                        DE 280746124
                                                                                                                                                                                                                                        Dr. Stefan Romberg;                                  Berliner Sparkass
                                                                                                                                                                                                                                                                                                       Ust.-ID-Nr.:
                                                                                                                                                                                                           Verwaltungs GmbH,                                Bankverbindung:
                                                                                                                                                                                                                                                             Dr. Ulrich                                         e
                                                                                                         KG                       Sitz: Berlin, AG Charlottenburg HRA 45957AGB; Charlottenburg HRB 138238Bankverbindung:Sitz: Berlin;                       Berliner Schühle                 IBAN:     DE 280746124
                                                                                                                                                                                                                                                                                                      DE85                            Ust.-ID-Nr.:   Ust.-ID-Nr.:
                                                                               PUK-Solar GmbH & Co.                                                       Bankverbindung:                                                                              Steuer-Nr.: Sparkasse




  Step 3: selection of modules and module assembly
                                                                                                                                                                                                                B;                                                                                          1005 0000
                                                                                                               HRA 45957 B;       Komplementär: PUK Solar     Verwaltungs   Geschäftsführer:
                                                                                                                                                                          GmbH,                                Berliner Sparkasse
                                                                                                                                                                                   Sitz: Berlin; Dr. Stefan Romberg;                                                                         BIC:    BELA DEBE         01900 593      DE 280746124   DE 28074612
                                                                                                                                                          Berliner Sparkasse                                                                                IBAN:     DE85 1005 0000 01900                                       54
                                                                               Sitz: Berlin, AG Charlottenburg                     Berlin;                              1005 0000 01900 593
                                                                                                                                                                                                  54                 Dr. Ulrich Schühle
                                                                                                                                                                                                                         DE85 1005 0000 01900 59330/063/06304                              593 54                  XXX                                            4
                                                                                                           Verwaltungs GmbH, Sitz:AG Charlottenburg HRBIBAN:138238 DE85
                                                                                                                                                                    B;                                         IBAN:                                    54 BIC:                                        Steuer-Nr.:
                                                                               Komplementär: PUK Solar                            Geschäftsführer: Dr. Stefan                   XXX
                                                                                                                                                                                                                                                                      BELA DEBE XXX
                                                                                                                                                                                                                                                                                                                                      Steuer-Nr.:    Steuer-Nr.:
                                                                               AG Charlottenburg HRB
                                                                                                         138238 B;                                        BIC: Romberg;
                                                                                                                                                                   BELA Dr. Ulrich
                                                                                                                                                                         DEBE      Schühle                     BIC:      BELA DEBE XXX                                                                 30/063/06304
                                                                                                                                                                                                                                                                                                                                      30/063/06304
                                                                                                            Romberg; Dr. Ulrich Schühle                                                                                                                                                                                                              30/063/06304
                                                                               Geschäftsführer: Dr. Stefan




  Step 4: selection of base frame options




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 2-rows, portrait




Modules, crystalline, 2-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 2-rows, portrait




Modules, crystalline, 2-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 2-rows, portrait

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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 3-rows, portrait




Modules, crystalline, 3-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 5-rows, landscape




Modules, crystalline, 5-rows, landscape




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, thin-film, First Solar, 5-row, landscape




Modules, thin-film, First Solar, 5-row, landscape




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 4-rows, landscape




Modules, crystalline, 6-rows, landscape




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 2-rows, landscape




Modules, crystalline, 3-rows, landscape




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 3-rows, landscape




Ramming							                            Dowels in concrete




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, thin-film, framed, 3-rows, portrait




Modules, thin-film, framed, 3-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, thin-film with back rails, 1.3 x 1.1 m, 3-rows, portrait




Modules, thin-film with back rails, 1.3 x 1.1 m, 3-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, thin-film with back rails, 2.6 x 1.1 m, 2-rows, portrait




Modules, thin-film with back rails, 2.6 x 1.1 m, 2-rows, portrait




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<pre>2-support systems
Mounting systems for ground mounted installations




Modules, thin-film with back rails, 2.6 x 2.2 m, 2-rows, portrait




Modules, thin-film with back rails, 2.6 x 2.2 m, 2-rows, portrait




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<pre>1-support systems
Mounting systems for ground mounted installations




Modules, crystalline, standard size, 2-rows, portrait




Modules, crystalline, standard size, 2-rows, portrait




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<pre>25
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<pre>3-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 4-rows, landscape, east-west orientation




Modules, crystalline, 4-rows, landscape, east-west orientation




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<pre>3-support systems
Mounting systems for ground mounted installations




Modules, crystalline, 4-rows, landscape, east-west orientation




Modules, crystalline, 4-rows, landscape, east-west orientation




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<pre>Mounting options
Mounting systems for ground mounted installations




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<pre>Mounting
Mounting systems for ground mounted installations




1 | Ramming of supporting profiles                                                         2 | Mounting of crossbeams and diagonal beams
Profiles are inserted into the earth using hydraulic rams. The posts are rammed into the   Crossbeams are screwed into the slot series on the profiles and the required incline is
earth approx. 1.5 to 2 meters deep depending on the soil class.                            fixed. The diagonals are used to reinforce the support frame.




3 | Mounting longitudinal beams                                                            4 | Mounting of modules
The longitudinal beams mounted onto the crossbeams give the table its structurally         Modules are directly mounted onto the longitudinal beams with approved module
calculated strength. The longitudinal and cross beams are screwed to each other with       clamps. The attachment points are pre-punched according to module width.
special connection angles.




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<pre>Ramming
Mounting systems for ground mounted installations




The foundation of the base frame is created by ramming the supports (KHU profile 60)       The ramming depth is between 1.5 and 2 meters. The exact ramming depth is determi-
into the earth. PUK Solar's hydraulic rams are used to ram the supporting profiles into    ned with test ramming. The measured tensile values are compared with structurally
the earth to the exact millimetre.                                                         calculated load values.

                                                                                           A geological survey is helpful for observing ramming depth but not mandatory. Soil
                                                                                           classes 3 through 4 can be rammed. Small stones and rubble with grain sizes of up to
                                                                                           66 mm are not an obstacle to ramming.




If the ground is not firm enough and the extraction values are too low, these values can
be tripled by ramming diagonally and screwing the diagonal profiles to the rear supports
to ensure stability of the frame.




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<pre>Concrete mounting
Mounting systems for ground mounted installations




Drilling is necessary if the stones are too large or the ground is too rocky.                     The post is subsequently set in concrete.




The supports are doweled onto smooth concrete surfaces with appropriate concrete                  If the concrete grade is insufficient or the surface is cracked and porous and the
grade.                                                                                            concrete surface is only 30 cm thick, heavy construction equipment is used to drill a
                                                                                                  hole into the ground. The supports are then rammed into the ground below through this
                                                                                                  hole.




If the ground cannot be penetrated due to films in land-          The formwork is then poured using a concrete pump.             Once the concrete has completely hardened, the form-
fills or other obstacles (concrete pieces, stones etc.),          The exact alignment of the supports is given special           work can be easily removed and used for additional
PUK Solar also provides concrete elements. Supports               attention here. After a hardening period, the rest of the      concrete elements if needed.
are initially temporarily attached to the ground and              base frame can be mounted.
specially placed for the casing body dimensioned for
the construction project.




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<pre>Technical information
Mounting systems for ground mounted installations


Corrosion protection.                                             Screw connections
All steel elements are made of zinc coated structural steel       Exterior screw connections are subject to dynamic loads (e.g.
–– Coil galvanized (e.g. Magnelis) or                             wind). Compliance with tightening torque (see table) is thus
–– Hot-dip galvanized (DIN EN ISO 1461)                           essential.


Mounting equipment can also be made in stainless steel or         Tightening torque [Nm]
aluminium.                                                        –– Allen screw M8, stainless steel: 12-15 Nm
                                                                  –– Flathead screw M10, galvanised steel: 30-35 Nm
Contact corrosion
Insulation measures are unnecessary unless the surfaces of        Equipotential
the components in contact are approximately equal in size.        When connecting the longitudinal beams, the equipotential is
The following combinations are therefore not critical:            created with the connectors to be used.
–– Stainless steel attachment material (e.g. screws) / galvani-
  sed component                                                   Lighting protection
–– Stainless steel attachment material/module clamps made         Ground mounted PV systems must have lighting protection.
  out of aluminium
–– Galvanised component (beam) / module clamps made               Subsoil
  from aluminium                                                  Foundations can be laid by ramming supporting profiles,
                                                                  screwing ground anchors or using concrete baseplates. A
Critical construction components are checked by our               geological survey or test ramming and extraction tests are
engineers and noted on the final mounting drawings.               required for calculating the base plates or determining the
                                                                  ramming depth.




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<pre>Data for construction planning
Mounting systems for ground mounted installations


1. Contact person
Company:


Contact person:


Phone:




2. Location of construction
Street:


Postcode:                                                      City:                                                         Country:


Altitude above sea level:


GPS coordinates (if available):




3. Foundation

 Concrete                                                      Ramming
Miscellaneous:




4. Module type and arrangement
Module type:                                                                                                                 Power [Wp]:


Length [mm]:                                                   Width [mm]:                                                   Height [mm]:


Weight [kg]:                                                   Angle of inclination [°]:


Eaves height (distance from ground to lower edge of module) [mm]:



Arrangement:                                                    Portrait                                                     Landscape
Rows per module tables:                                        Number of modules per row:                                    Number of tables:


Total Number of modules:                                       Total power [kWp/MWp]:



Attention
The layout of the site and the position of the photovoltaic panels on the site decisively influence the sizing of the mounting base frame. Existing sketches, drawings or plans are there-
fore essential for designing the base frame as light weight as possible and reducing costs. Please submit all available documents along with your inquiry.




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<pre>35
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<pre>Errors and technical modification subject to change. Reproduction as well as electronic
duplication only with our written permission. With appearance of this print all preceding
documents lose their validity.


© PUK Solar | PUK-SOLAR-KAT FA INT EN | 2018-03-16                                          www.puksolar.com
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