Sandwich panels for partitions and ceilings - EPAQ
Sandwich panels for partitions and ceilings - EPAQ
Sandwich panels for partitions and ceilings - EPAQ
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Advancements <strong>for</strong> Metal BuildingsGdansk| 25-26 October 2012<strong>S<strong>and</strong>wich</strong> <strong>panels</strong><strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 2
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 3
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>6.800 m² claddingSlide 4
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>6.700 m² <strong>ceilings</strong>5.000 m² <strong>partitions</strong>Slide 5
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Single shell constructionhall substructureExterior temperature of theshell surface as a functionoft the colour of the coating:Cold storeT i down to -28 Cthe s<strong>and</strong>wich panel is loaded bythe total thermal load T i - T a .Slide 6
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>SummerWinteroutsideFG I : 55 CFG II : 65 CFG III: 80 Cinside25 Coroutside- 20 Coperationtemperatureinside20 CoroperationtemperatureSlide 7
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Thermal elongationof the paneltNat Nithermal contractionof the substructureSlide 8
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 9
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 10
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>ABA,B = f ( E, G, A, t, d², t , , L - ² )ASlide 11
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 12
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>detailSlide 13
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong><strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>4parapetPAP v 4 0PAP w 4 =0agraffe supportPAP v 3 = 0Providing a precalculated agraffe- play(PAP)3PAP w 3This agraffe- play is arbitrary - withinconstructive reasonable boundaries.PAP v 2 = 0L2PAP w 2x, x1Slide 14
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>examplevaa 1Warning:Red does notwork properlyreaktion <strong>for</strong>ce Dscrew <strong>for</strong>ce Zvcalculativesupport <strong>for</strong>ce A iwDue to this operation the <strong>for</strong>ces in the srews areincreased. This leads to the call <strong>for</strong> design values<strong>for</strong> srews with washers 27 mmSlide 15
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>gSlide 16
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>detailPartitionsSlide 17
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>14m total heightSlide 18
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Singleframeon 7mheightSlide 19
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 20
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 21
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong><strong>for</strong> <strong>partitions</strong><strong>and</strong> <strong>ceilings</strong>1911312111021 wall panel2 U-shape, stainless steel3 fixing at the base plate4 sealing tapes5 PUR modified concrete6 korrosion protection mass7 hermetic sealing8 ceiling panel9 interior edge profile10 exterior edge profile, vapour barierunderneath11 screw connection12 supplementation of insulation234756Slide 22
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 23
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 24
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>FFF3,7 m3,7 m3,7 m3,7 m5,9 m5,9 ms<strong>and</strong>wichceiling5,9 m5,9 m12 mT (K)p (kN/m²)g E (kN/m)EIGA 6 m6 mEIGA 6 m6 mEIGA Slide 25
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>F HLoadingF CAF ICF CREIGA F HpF ITF ICF CAF CRdead load <strong>and</strong> live load top ceilingdifference in atmospheric pressureimpact load due to light transport vehiclesthermal loaddead load <strong>and</strong> live load intermediateceiling(s)cooling aggregatescable rackF ISlide 26
Frame, head constructionRR 120/60/6,3Vertical playwith respect tothe de<strong>for</strong>mationof the frameRR200/100/8RR120/60/6,3Vapour barrier, folded eye withrespect to the de<strong>for</strong>mation ofthe frameZ<strong>S<strong>and</strong>wich</strong> <strong>panels</strong>YXSlide 27
<strong>S<strong>and</strong>wich</strong><strong>panels</strong> <strong>for</strong><strong>partitions</strong> <strong>and</strong><strong>ceilings</strong>Slide 28
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>ConstructionSlide 29
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Q JSlide 30
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Basic lay out of the room cornerCorrectionsource of trouble:joint near the edgeductility!Slide 31
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>CeilingsSlide 32
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Inspection loadapproach <strong>for</strong> the inspection loadXSpan Ltop view0.30mBSlide 33
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>live load during erectionLoad concentrations must be prevented – at least with stiff timber layersSlide 34
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>....L1 mL2 m1,25 m –1,50 mSuspensionSlide 35
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>121 Frame/ purlin with HTA –rail,2 Hammer-head screw3 Thread rod4 Clevis5 <strong>S<strong>and</strong>wich</strong> panel6 Support rail7 Vapour barrier8 Pipe clamp9 Flashing10 Fasteners738945Close withPU-foam106Slide 36
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>App. 440 m cooling ductsapp. 100 mSlide 37
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Construction of cooling ductsSlide 38
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>l/300 = 20 mmsuspensions30001500Slide 39
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Slide 40
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>6,30Slide 41
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Ceiling2-pointsectionSlide 42
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>„2- pointsection“<strong>for</strong>longitudinalmomentloadingTransmission ofshear <strong>for</strong>ces in theelement jointSlide 43
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>ceilingductBild 18Slide 44
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>Design <strong>and</strong> advancement:single s<strong>and</strong>wich panel constructional elementSpan widthup to app. 30 mpö t e&mrSachverständigeö ll efür
<strong>S<strong>and</strong>wich</strong> <strong>panels</strong> <strong>for</strong> <strong>partitions</strong> <strong>and</strong> <strong>ceilings</strong>daily requirements often exceed the best available technologystill missing (“technical limbo”)design values <strong>for</strong> fasteners with greater washer diameters than 22 mm) !consolidation <strong>and</strong> enhancement of slab theory <strong>for</strong> s<strong>and</strong>wich elements long term behaviour of s<strong>and</strong>wich <strong>panels</strong> as slabs (compression members) design values of wrinkling stress <strong>for</strong> s<strong>and</strong>wich compression members design values <strong>for</strong> fasteners in multi layer constructionspö t e&mrSachverständigeö ll efür
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