Solon Blue 230/07 Manual de usuario

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TechnicalService

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ASSEMBLY INSTRUCTIONS

S O L O N

STANDARD MODULES

SOLON Blue 230/07

SOLON Black 230/07 (01, 02)

SOLON Blue 220/03 (01, 07)

SOLON Black 280/10

SOLON Black 300/10

SOLON P220/6+/07

SOLON M230/6+/07 (01)

SOLON P220/6+

SOLON M230/6+

SOLON P180/6+

SOLON P130/6+

SOLON SE

Am Studio 16

12489 Berlin

phone:+4930–818790

fax: +4930–818799999

www.solon.com

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TechnicalService 

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asat:08/07/2009 phone: +49 30 81879 0 fax: +49 30 81879 9999 www.solon.com 2

Contents of the Assembly Instructions for Standard Modules by the SOLON SE

Assembly Instructions SOLON Standard Modules

Assembly Instructions - Abstract

Annex 1

Snow Load on the Ground sk(Snow Load Zones) According to DIN 1055 Part 5

Annex 2

Speed Pressure (Wind Zones and Location of Site) according to DIN 1055 Sheet Part 4

Annex 3

Allowable Snow Loads on the Ground skallow According to DIN 1055 (07/2005) for SOLON Blue 230/07, SOLON

Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07, SOLON M230/6+/07, SOLON M230/6+/01

Sheet 1.1. – 1.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/pitchedrooforslantedroof



Sheet 2.1. – 2.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/flatroof



 Sheet 3.1. – 3.2 :

 Maximumloadcapacity–Optimumsupportandattachmentarea 

 verticalassembly/pitchedrooforslantedroof 



 Sheet 4.1. – 4.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea 

 verticalassembly/flatroof 



 Sheet 5.1. – 5.2 :

 Onlyoptimumsupportandattachmentareaallowed

horizontalassembly/pitchedrooforslantedroof



Sheet 6.1. – 6.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/flatroof

Annex 4

Allowable Snow Loads on the Ground skallow for SOLON P220/6+ and SOLON M230/6+

Sheet 1.1. – 1.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/pitchedrooforslantedroof



Sheet 2.1. – 2.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/flatroof



Sheet 3.1. – 3.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/pitchedrooforslantedroof



 Sheet 4.1. – 4.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/flatroof



Sheet 5.1. – 5.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/pitchedrooforslantedroof



Sheet 6.1. – 6.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/flatroof

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Annex 5

Allowable Snow Loads on the Ground skallow for SOLON P180/6+

Sheet 1.1. – 1.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/pitchedrooforslantedroof



Sheet 2.1. – 2.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/flatroof



Sheet 3.1. – 3.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/pitchedrooforslantedroof



 Sheet 4.1. – 4.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/flatroof



Sheet 5.1. – 5.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/pitchedrooforslantedroof



Sheet 6.1. – 6.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/flatroof

Annex 6

Allowable Snow Loads on the Ground skallow for SOLON P130/6+

Sheet 1.1. – 1.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/pitchedrooforslantedroof



 Sheet 2.1. – 2.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/flatroof



Sheet 3.1. – 3.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/pitchedrooforslantedroof



Sheet 4.1. – 4.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/flatroof



Sheet 5.1. – 5.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/pitchedrooforslantedroof



Sheet 6.1. – 6.2 :

 Onlyoptimumsupportandattachmentareaallowed

 horizontalassembly/flatroof



Annex 7

Allowable Snow Loads on the Ground skallow for SOLON Black 280/10 and SOLON Black 300/10

Sheet 1.1. – 1.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/pitchedrooforslantedroof



 Sheet 2.1. – 2.2 :

 Maximumsupportandattachmentarea(insertingsystem)

 verticalassembly/flatroof



Sheet 3.1. – 3.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/pitchedrooforslantedroof



Sheet 4.1. – 4.2 :

 Maximumloadcapacity-Optimumsupportandattachmentarea

 verticalassembly/flatroof



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Annex 8

Usage Instructions – Examples

Annex 9

Check-list for Structural Engineer According to DIN 1055

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ASSEMBLY INSTRUCTIONS SOLON STANDARD MODULES

SOLONmodulesmayonlybeassembledbyqualifiedspecialistfirms.Pleaseobservethestandardsand

regulationsrelevantforPVsystems,likeVDEregulations(GermanAssociationforElectrical,Electronic&

InformationTechnologies),DINstandards,VDEWguideline(GermanPowerIndustriesAssociation),theTAB

(technicalconnectionconditions)oftheresponsiblenetworkoperatorsaswellastherulesoftheEmployer's

LiabilityInsuranceAssociationsforindustrialsafety.Non-compliancemayresultinconsiderablepersonal

injuriesanddamagetoproperty.



Thebasisforthedimensioning,theratingandtheconstructiverealizationofsolarsystemswithSOLON

modulesonroofconstructionsandsupportframesarethecurrentlyvalidstandardsandregulationslike

DIN 1055 Part 4 Wind Load(VersionMarch2005)andDIN 1055 Part 5 Snow Load(VersionJuly2005).

ThenewseriesofstandardsthathavebeguntogoverntheeffectsandloadassumptionsinGermanysince

January2007,containvaluesfortheformulationofwindandsnowloadsthatareconsiderablymore

precise.



Thesnow load on the groundskin kN/m²to be consideredinGermanyresultsfromtherespective

snowloadzone,thelocationofthebuildingandthegroundlevelelevationaboveseallevel(seeAnnex1

forsnowloadontheground).



Thewind load to be consideredmustbedeterminedforthelocationoftheprojectfromthewindzones

mapwhichallowsforthelocationofthesiteaswellasforfourwindzones.Forbuildingsuptoaheightof

25m,thewindloadcanbedeterminedusingasimplifiedprocedure.Dependingontheheightofthe

building,thewindloadisspecifiedasSpeed Pressure q in kN/m² (Annex2). 



Inordertoretainapracticaldefault,theallowable snow load to the ground skallow mustbetakenfrom

thetablesandcomparedwiththesnow load to the ground to be appliedsk.Therequirementsforan

assemblyapprovalforthemodulesaremetiftheallowablesnowloadaccordingtothetableislargerthan

thesnowloadtobeappliedforthelocationoftheassembly,thusskallow≥sk.Favorableassemblyconditions

willallowtheuseofthemodulesatthelargestapplicablewindandsnowloadsaccordingtoDIN1055.In

ordertoavoidincreasedstressonthemodulesintheedgezonesandcornerareas,itisnecessaryto

maintainminimumdistancesfromtheedgesofbuildingsortocarryoutseparatecalculations.



Thecalculationresults(Annex3through6)arealsobasedontheDIN 1055-100,Effects on Supporting

Structures(March2001)andtheDIN 4113,Aluminum Constructions (September2002).Theeffects

resultingfromthedeadweightofthemodules,windandsnowhavenotbeenconsideredindividually,but

havebeencombinedwithregardtotheirprobabilityofoccurrence.



Clearanceofthedepictedtypesofassemblyisgranteduptothemaximumresulting load carrying

capacity of the surface in kg per m2of module surface (Table1)thatisspecifiedforthemoduletype

andwhichmaynotbeexceeded.Dependingonthesupportandattachmentarea(maximumoroptimal)

andonthearrangementofthemodules(verticalorhorizontal),themaximumresultingloadcarrying

capacityofthesurfacecanbedetermined.

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

Table 1:Maximum resulting load carrying capacity of the surface

Vertical arrangement of the modules Horizontal arrangementModul type

Maximumeditionand

Connectionarea

(forexample,inlaying

System)

Optimumeditionand

connectionarea

Optimumeditionand

connectionarea

SOLONBlue230/07≤125kg/m² ≤155kg/m² ≤125kg/m²

SOLONBlack230/07(01,02)≤125kg/m² ≤155kg/m² ≤125kg/m²

SOLONBlue220/03(01,07)≤125kg/m² ≤155kg/m² ≤125kg/m²

SOLONBlack280/10≤135kg/m² ≤150kg/m² ≤135kg/m²

SOLONBlack300/10≤135kg/m² ≤150kg/m² ≤135kg/m²

SOLONP220/6+/07≤125kg/m² ≤155kg/m² ≤125kg/m²

SOLONM230/6+/07≤125kg/m²≤155kg/m²≤125kg/m²

SOLONM230/6+/01≤125kg/m²≤155kg/m²≤125kg/m²

SOLONP220/6+≤125kg/m²≤155kg/m²≤125kg/m²

SOLONM230/6+≤125kg/m²≤155kg/m²≤125kg/m²

SOLONP180/6+≤150kg/m²≤195kg/m²≤150kg/m²

SOLONP130/6+≤230kg/m²≤275kg/m²≤230kg/m²

1. Assembly of Modules on Pitched or Slanted Roofs

(assembly parallel to the roof):

a) Vertical arrangement / assembly of the modules in the "Ms" area

>20

optimal

min

Figure 1: Horizontal girder profiles

Sollbefestigungs- bzw. Sollauflagebereich

Attention!

Theframeofthemodulemustbeattachedto

therailsofthesubstructure(girderprofiles)at

fourpointsinthesameplaneinthearea

"Ms".



An attachment on the short spars is

not allowed on principle.

Slip protection:

Toprotectthemodulesfromslipping

duringtheinstallationonaninclined

plane, socketheadcapscrewsareinstalled

intheboreholesprovidedforthispurpose

(distanceaoptimal)inthelongitudinalspars.

Securingthescrewsisaccomplishedwith

toothedlockwashersandnutsorwith

self-lockingnuts.Recommended:Screw

DIN912-M6x10VAwithtoothedlock

washerDIN6797-A6,4andnutDIN555-

M6VA.



uiredareaforattachmentandsu

ort



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Table 2: Assembly area "MS" – vertical assembly

Standardmodule L

[mm]

aoptimal

[mm]

amin

[mm]

SOLON Blue 230/07 1.640

1.000

980

510

565

SOLON Black 230/07 (01, 02) 1.640

1.000

980

510

565

SOLON Blue 220/03 (01, 07) 1.640

1.000

980

510

565

SOLON Black 280/10, 1.580

1.070

940

540

520

SOLON Black 300/10 1.580

1.070

940

540

520

SOLON P220/6+/07 1.640

1.000

980

510

565

SOLON M230/6+/07 1.640

1.000

980

510

565

SOLON M230/6+/01 1.640

1.000

980

510

565

SOLON P220/6+ 1.660

990

1.000

530

565

SOLON M230/6+ 1.660

990

1.000

530

565

SOLON P180/6+ 1.660

830

1.000

530

565

SOLON P130/6+ 1.500

680

900

470

515

b) Horizontal arrangement / assembly of the modules in the "Mw" area



optimal

Figure 2: Insertion profiles (a) Girder profiles (b) horizontal

Note!

UsageofanInsertion System

(Figure2)withsupportofthe

modulesontheouteredgeofthe

longsparsconstitutesthemost

extremestressfoeamodule,butis

approvedhoweverifthemoduleis

attachedorsupportedat4points

ofthelongsparsintherequired

area for attachment and

support.



(a)

(b)

(a)

TechnicalService 



asat:08/07/2009 phone: +49 30 81879 0 fax: +49 30 81879 9999 www.solon.com 8



Figure 3: Horizontal insertion profiles Figure 4: Vertical girder profiles





Standardmodule L

[mm]

aoptimal

[mm]

SOLON Blue 230/07 1.640

1.000

980

150

SOLON Black 230/07 (01, 02)

1.640

1.000

980

150

SOLON Blue 220/03 (01, 07) 1.640

1.000

980

150

SOLON Black 280/10, 1.580

1.070

940

145

SOLON Black 300/10 1.580

1.070

940

145

SOLON P220/6+/07 1.640

1.000

980

150

SOLON M230/6+/07 1.640

1.000

980

150

SOLON M230/6+/01 1.640

1.000

980

150

SOLON P220/6+ 1.660

990

1.000

150

SOLON M230/6+ 1.660

990

1.000

150

SOLON P180/6+ 1.660

830

1.000

200

SOLON P130/6+ 1.500

680

900

300

2. Assembly of Modules on Flat Roofs (installation on supports, assembly non-parallel to

the roof):



Wheninstallingmodulesonflatroofs,itisrecommendedtouseasubstructurewhichprovidesanoptimal

supportintheareaoftheslipprotectionboreholeswithoutspecialefforts.



Dependingonthetypeofassembly(horizontalorvertical),theframeofthemodulemustalwaysbe

attached(withoutdeformation)totherailsofthesubstructure(girderprofiles)atfourpointsinoneplane

intherespectivelyspecifiedinstallationarea"Mw" or "Ms".Otherwisethedetailsfrom"Assemblyof

ModulesonPitchedorSlantedRoofs"(Item1.)apply.

3. General Notes

Whenusingcommerciallyavailableassemblysystems,minimalstressforthemodulesisachievedby

optimalpositioningofthemountingrailsaswellassupportandattachmentintheareaoftheboreholes

(distanceaoptimal)!Atthis,itisalwaysassumedthatthecommerciallyavailableassemblysystemsthatare

used,whichcannotbeconsideredintheassemblyinstructions,correspondtothelateststateof

technology.Thedimensioningofthesubstructuremustberealizedinawaythatallowsdeflectionof

l/200,butnotexceedingamaximumof15mm.Makesurethattheroofconstructionitselfissuitable!



Attachmentdirectlyontheframe(usingtheslipprotectionboreholesofthelongspar)withhigh-strength

boltsM6madeofstainlesssteelwithoutpre-stressingisallowedifwasherswithadiameterofatleast14

mmareusedandtheconnectioniscarriedoutwithoutstress.

Table 3: Assembly area "MW" – horizontal assembly

Attention!

Wheninstallingmoduleshorizontally,approvalisonlygivenfortheoptimalattachmentarea"Mw",

irregardlessoftheassemblysystem.



Theframeofthemodulemustbeconnectedtotherailsofthesubstructure(girderprofiles)at



fourpointsinthearea"Mw".



TechnicalService 



asat:08/07/2009 phone: +49 30 81879 0 fax: +49 30 81879 9999 www.solon.com 9



Attention! When attaching the modules, bear in mind that the material expands with

temperature changes. Therefore, we recommend a minimum distance of 20 mm between

modules.



Modules may not be allowed to stand in water. Rain and snowmelt must be allowed to drain

freely. Drainage boreholes may not be used for the assembly.

The entrance of the modules can cause irreparable damages. These damages are not secured by

the product guarantee and achievement guarantee.



Shoulditberequiredbythecircumstances,forinstanceforpersonalprotectionmeasureswhenusing

transformer-lessd.c/a.cconvertersaccordingtotheinstructionsoftheconvertermanufacturer,the

SOLONmodulesprovideapossibilitytoconnectpotentialequalizationcablesforgroundingallmetallic

componentsofanelectricalsystem(eachindividualmoduleframe)withthe4.5mmboreholesinall4

spars.

Alternativelytheslipprotectionboreholescanbeusedforthistooiftheyarenotneeded(e.g.ininsertion

systems).



Subjecttotechnicalchanges.Theassemblyinstructionsareonlyvalidincombinationwiththedata

sheets,thegeneraltermsandconditionsandthewarrantyandperformanceguaranteesoftheSOLONPV

GmbHandSOLONNordGmbHintheirrespectivelyvalidversion.SOLONdoesnotassumeliabilityfor

theseassemblyinstructionsandpossibleconsequentialdamage,withtheexceptionoftheliability

regardingproductliabilitylawandtheliabilityresultingfromdeliberateactsandgrossnegligence.



Detailed calculation results of the allowable snow loads skallow for the modules SOLON BLUE

230/07, SOLON BLACK 230/07 (01, 02), SOLON Blue 220/03 (01,07),

SOLON P220/6+/07, SOLON M230/6+/07, SOLON M230/6+/01, SOLON P220/6+,

SOLON P180/6+ und SOLON P130/6+are described in the Annexes 3 through 6 for the following

assembly variants:



1. Vertical assembly of the modules

Maximumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets1.1and1.2)

Maximumattachmentandsupportarea(flatroof)  (Annexes3-6,sheets2.1and2.2)

Optimumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets3.1and3.2)

Optimumattachmentandsupportarea(flatroof)  (Annexes3-6,sheets4.1and4.2)



2. Horizontal assembly of the modules

Onlyoptimumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets5.1and5.2)

Onlyoptimumattachmentandsupportarea(flatroof) (Annexes3-6,sheets6.1and6.2)



Incaseofquestionsorlackofclarity,thespecialistfirmscarryingouttheassemblycandirectlyreferto

theircontractualpartneroranaccreditedstructuralengineer.SOLONcannametherespectiveexperts

uponrequest.Pleasealsousethechecklist"Technical Dimensioning Guide for the Assembly of

SOLON Modules"forthis.Youcanfinddetailsforthisonourhomepage(www.solonag.com).



TechnicalService 



asat:08/07/2009 phone: +49 30 81879 0 fax: +49 30 81879 9999 www.solon.com 10

ABSTRACT OF THE ASSEMBLY INSTRUCTIONS FOR SOLON STANDARD MODULES

Approvaloftheassemblymethodsshownhereisonlygivenuptothespecifiedresultingloadcarrying

capacityofthesurfaceinkNperm²ofmodulesurface,whichcanbefoundintheassemblyinstructions

fortherespectivemodule(Table1).Thisisthebasisforthecalculationoftheallowablesnowloadonthe

groundskallow(Annexes3through6oftheAssemblyinstructions).Allresultsconformtothecurrentlyvalid

standardsandregulations(e.g.windloadaccordingtoDIN1055-Part4(03/2005)andsnowload

accordingtoDIN1055-Part5(07/2005)).

1. Vertical Assembly 2. Horizontal Assembly

Horizontal girder profiles Vertical girder profiles

Theframeofthemodulemustbeconnectedwithoutdeformationatfourpointsintheareas"Ms"and

"Mw",respectively,totherailsofthesubstructure(girderprofiles).Anattachmenttotheshortsparsis

notallowedonprinciple.



optimal

min

Required area for attachment and support

a optimal

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