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[null,null,null,null,"    Cech pro zateplování budov ČR, o.s. Zelený pruh 1294/50, 147 08 Praha 4, www.czb.cz, czb@czb.cz"]
[]
[null,null,null,null,null,null,null," KALKULÁTOR PRO STANOVENÍ POČTU KOTEV"]
[null,null,null,null,null,null,null,"V ETICS POMOCÍ ZJEDNODUŠENÉHO NÁVRHU"]
[null,null,null,null,null,null,null,"dle článku 5.4.3 ČSN 73 2902 Vnější tepelně izolační kompozitní systémy (ETICS)"]
[null,null,null,null,null,null,null,"– Navrhování a použití mechanického upevnění pro spojení s podkladem"]
[]
[null,null,"Tento kalkulátor navrhuje počet kotev v ETICS pomocí zjednodušeného návrhu dle článku 5.4.3 ČSN 73 2902, na základě zvolených"]
[null,null,"charakteristik objektu (výška, větrová oblast, kategorie terénu, podkladní materiál, tepelněizolační materiál) a pro zvolenou kotvu."]
[]
[null,null,"Zjednodušený výpočet pomocí tohoto kalkulátoru lze provést výhradně pro kotvy, jejichž shoda byla prokázána podle Řídících pokynů"]
[null,null,"ETAG 014 a jsou součástí ETICS podle dokumentace výrobce ETICS, který prokázal shodu systému postupem podle Řídících pokynů ETAG 004."]
[null,null,"Za využití hodnot z tohoto kalkulátoru je plně odpovědná osoba, která ho používá. Pokud nejsou výsledky opatřeny autorizačním razítkem"]
[null,null,"projektanta, je nutno uvedené výsledky v protokolu považovat pouze za orientační."]
[]
[null,null,"Kalkulátor obsahuje databázi kotev značky BRAVOLL od společnosti ITW Construction Products CZ s.r.o."]
[]
[null,null,"Výpočet probíhá formou průvodce - v prvním kroku se zadají charakteristiky objektu, ve druhém kroku se z nabídky všech kotev vhodných"]
[null,null,"pro daný typ podkladu a izolantu zvolí jedna kotva a upřesní se podkladní materiál a ve třetím kroku se zobrazí vypočítané výsledky,"]
[null,null,"tj. vhodnost zvolené kotvy, počty kotev pro okrajové a vnitřní oblasti fasády a také schéma doporučeného rozmístění kotev."]
[]
[null,null,"Kalkulátor využívá jako zdroj informací údaje z ČSN 73 2902:2011 a z ČSN EN 1991-1-4."]
[null,null,"Použité části ČSN 73 2902:2011 jsou vydány se souhlasem Úřadu pro technickou normalizaci, metrologii a státní zkušebnictví."]
[]
[]
[null,null,{"$f":"\"© 2011\"&IF(YEAR(TODAY())>2011,\"-\"&YEAR(TODAY()),\"\")&\" Cech pro zateplování budov České republiky.\"","v":"© 2011-2015 Cech pro zateplování budov České republiky."},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,true]
[null,null,"    Autoři Zdeněk Kobza & Martin Matějka."]
[null,null,"    Verze 1.17"]

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[null,null,null,null,null,null,"1. OBJEKT"]
[]
[null,null,"VÝŠKA OBJEKTU 1",null,null,null,"VĚTROVÁ OBLAST 1",null,null,null,"výběr",null,"PODKLADNÍ MATERIÁL dle ETAG 014 2"]
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[null,null,null,{"$f":"CHOOSE(výška_,\"do 10\",\"do 15\",\"do 25\",\"do 37\")","v":{"$error":"#VALUE!"}},null,null,null,{"$f":"CHOOSE(větrováoblast_,\"I\",\"II\",\"III\",\"IV\")","v":{"$error":"#VALUE!"}}]
[null,null,"KATEGORIE TERÉNU",null,null,null,null,null,null,null,null,null,null,{"$f":"CHOOSE(podklad_,\"A\",\"B\",\"C\",\"D\",\"E\",\"–\")","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,"TEPELNĚIZOLAČNÍ MATERIÁL 3 4",null,null,null,null,"ŠÍŘKA DESKY  "]
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[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CHOOSE(izolant_,\"minerální vlna Frontrock Max E\",\"minerální vlna TF profi\",\"pěnový polystyrén 70F\")","v":{"$error":"#VALUE!"}},null,null,null,{"$f":"CHOOSE(deska_,\"500×1000\",\"600×1000\")","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"volitelná hodnota Rpanel ze zkoušky protažením 5|"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,false,null,"Rpanel =-",null," kN"]
[]
[null,null,null,{"$f":"CHOOSE(terén_,\"I\",\"II\",\"III\",\"IV\")","v":{"$error":"#VALUE!"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(výška_>0,větrováoblast_>0,terén_>0,podklad_>0,izolant_>0,IF(myRpanel_=TRUE,myRpanel>0,TRUE))","v":false}]
[null,null,"Poznámky:"]
[null,1,"Návrh mechanického upevnění ETICS na účinky sání větru kotvami o známých vlastnostech lze provést zjednodušeným postupem v obvyklých případech, za  který se považují budovy nacházející se ve větrové oblasti I až IV podle ČSN EN 1991-1-4, u nichž proudění větru není nepříznivě ovlivněno jejich tvarem, polohou nebo překážkami v okolí a jejichž výška nad okolním terénem po horní hranu atiky nebo římsy nepřesáhne 38 m. Za obvyklý případ se nepovažují budovy umístěné na izolovaných kopcích, při horní hraně dlouhých svahů, budovy nejméně dvakrát vyšší než průměrná výška okolní zástavby, budovy neobvyklého tvaru apod."]
[null,2,"Podkladní materiál se v ČSN 73 2902 označuje jako nosná vrstva podkladu, která je definovaná jako vrstva, do níž bude kotva nebo jiný mechanický upevňovací prostředek přenášet zatížení."]
[null,3,"Tento kalkulátor uvažuje s obvyklou skladbou ETICS. Za obvyklý případ se považují ETICS s charakteristickou plošnou hmotností vnějšího souvrství nejvýše 20 kg/m², jejichž tepelná izolace má takové mechanické vlastnosti, že vlastní hmotnost ETICS bezpečně přenese svou smykovou odolností a je s podkladem dostatečně spojena vrstvou lepicí hmoty."]
[null,4,"Tepelněizolační materiál musí mít pevnost v tahu kolmo k čelním plochám třídy nejméně TR 100 (pěnový polystyrén), TR 10 (minerální vlna s podélným vláknem), TR 80 (minerální vlna s kolmým vláknem) podle ČSN EN 13162."]
[null,5,"Odolnost proti protažení kotvy v ploše desky Rpanel se zkouší postupy dle ETAG 004 a pro nejmenší deklarovanou tloušťku. Tyto hodnoty jsou uvedeny v ETA. Při použití větší tloušťky tepelné izolace se odolnosti proti protažení Rpanel uvažují buď základní hodnotou podle dokumentace ETICS nebo nezávisle ověřenou hodnotou z doplňkových zkoušek systému."]

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[null,null,null,null,null,null,"2. KOTVY"]
[]
[null,null,"TYP",null,null,null,"kotva","typ","montáž",null,"HODNOTA ÚNOSTNOSTI NRk",null,null,null,null,null,null,null,"ZPŮSOB KOTVENÍ"]
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[]
[]
[null,null,null,null,null,null,null,null,null,null,null,"NRk =-",null," kN",null,null,null,null,1,{"$f":"CHOOSE(kotvení_,0.68,0.8)","v":0.68}]
[null,null,3,{"$f":"CHOOSE(typ_,\"šroubovací\",\"zatloukací\",\"libovolný\")","v":"libovolný"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"VÝROBCE"]
[null,null,"MONTÁŽ",null,null,null,null,null,null,null,"specifikace podkladu"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"CHOOSE(výrobce_,\"Bravoll\",\"Ejot\",\"Fischer\",\"Hilti\",\"Kew\",\"Koelner\",\"libovolný\")","v":"Bravoll"}]
[]
[null,null,1,{"$f":"CHOOSE(montáž_,\"povrchová\",\"zápustná\")","v":"povrchová"}]
[null,null,"PŘÍDAVNÝ IZOLAČNÍ TALÍŘ"]
[]
[]
[]
[]
[]
[null,null,1,{"$f":"CHOOSE(talířek_,0,IF(montáž_=1,\"BRAVOLL IT PTH 100\",\"ZT 100\"))","v":0}]
[null,null,{"$f":"IF(izolant_=\"\",1,izolant_)&montáž_","v":"11"},null,null,null,null,null,null,{"$f":"AND(výrobce_>0,typ_>0,talířek_>0,myHmoždinka<>\"\",IF(myNrk_=2,myNrk>0,myPodklad<>\"\"))","v":false}]
[]
[null,null,"Poznámky:"]
[null,null,"Kotvy, posouzené podle postupů ETAG 014, lze navrhnout a použít pouze pro přenesení účinků zatížení, působícího rovnoběžně s osou kotvy."]
[null,null,"V mechanicky upevňovaných ETICS se smějí použít pouze kotvy s charakteristickou únosností v tahu NRk stanovenou podle postupů ETAG 014. Hodnotu NRk"]
[null,null,"uvádí výrobce v dokumentaci ETICS. Pokud ve schválené dokumentaci kotvy není uvedena její charakteristická únosnost NRk pro druh materiálu nosné vrstvy"]
[null,null,"podkladu zjištěný na stavbě, stanoví se tato zkouškami v laboratoři a/nebo in situ podle přílohy A s vyhodnocením podle čl. 5.4.1.3."]
[null,null,"Zjednodušený výpočet pomocí tohoto kalkulátoru lze provést výhradně pro kotvy, jejichž shoda byla prokázána podle Řídících pokynů"]
[null,null,"ETAG 014 a jsou součástí ETICS podle dokumentace výrobce ETICS, který prokázal shodu systému postupem podle Řídících pokynů ETAG 004."]

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[null,null,null,null,null,null,"3. VÝSLEDKY"]
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[null,null,"OBJEKT",null,null,null,null,null,null,"KOTVY"]
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[null,null,{"$f":"\"výška objektu = \"&výška&\" m\"","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"\"kotva = \"&myHmoždinka","v":"kotva = "}]
[null,null,{"$f":"\"větrová oblast = \"&větrováoblast","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"\"ETA číslo = \"&VLOOKUP(myHmoždinka,hmoDB,6,)","v":{"$error":"#N/A"}}]
[null,null,{"$f":"\"kategorie terénu = \"&terén","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"\"typ = \"&VLOOKUP(myHmoždinka,hmoDB,3,)","v":{"$error":"#N/A"}}]
[null,null,{"$f":"\"kategorie podkladu = \"&podklad","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"\"montáž = \"&montáž","v":"montáž = povrchová"}]
[null,null,{"$f":"\"izolant = \"&izolant&\", \"&LEFT(deska,3)&\" mm\"","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,{"$f":"IF(montáž_=1,IF(talířek=0,\"přídavný izolační talíř nepoužit\",\"přídavný izolační talíř = \"&talířek),IF(talířek=0,\"přídavný zápustný talíř = žádný, zápustný přípravek = BRAVOLL ZP\",\"přídavný zápustný talíř = BRAVOLL ZT 100\"))","v":"přídavný izolační talíř nepoužit"}]
[null,null,{"$f":"IF(myRpanel=0,\"\",\"Rpanel ze zkoušky protažením = \"&myRpanel&\" kN\")","v":""},null,null,null,null,null,null,{"$f":"IF(myNrk_=2,\"hodnota Nrk z výtažných zkoušek = \"&myNrk&\" kN\",\"specifikace podkladu = \"&myPodklad)","v":"specifikace podkladu = "}]
[]
[null,null,"VÝPOČTY:"]
[]
[null,null,"Objekt:",null,null,"třída únosnosti",null,null,null,null,"0,10","0,12","0,15","0,20","0,25","0,30","0,40","0,50"]
[null,null,{"$f":"větrováoblast&\";\"&terén&\";\"&výška","v":{"$error":"#VALUE!"}},null,null,"kotev na m² (okrajové oblasti)",null,null,null,null,{"$f":"VLOOKUP(objekt&\"/\"&K$15,počtyhmoždinek,7,)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,"kotev na m² (vnitřní oblasti)",null,null,null,null,{"$f":"IF(K16=\"–\",\"–\",CEILING(MAX(75%*K16,6),2))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,"kotev na m² (okraj pro 15 m)",null,null,null,null,{"$f":"VLOOKUP(větrováoblast&\";\"&terén&\";\"&\"do 15/\"&K$15,počtyhmoždinek,7,)","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[null,null,null,null,null,"kotev na m² (vnitřní pro 15 m)",null,null,null,null,{"$f":"IF(K18=\"–\",\"–\",CEILING(MAX(75%*K18,6),2))","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"}]
[]
[null,null,"Izolant:",null,null,"gMb pro izolant",null,null,{"$f":"VLOOKUP(izolant_,izolanty,3,)","v":{"$error":"#N/A"}}]
[null,null,{"$f":"VLOOKUP(izolant_,izolanty,2,)","v":{"$error":"#N/A"}},null,null,"Rpanel,sm",null,null,{"$f":"IF(myRpanel_=TRUE,myRpanel,VLOOKUP(izolant&montáž&VALUE(RIGHT(talířek,3)),Rpanely,COLUMN(param!$K$6)-COLUMN(param!$G$6)+1,))","v":{"$error":"#VALUE!"}},"kN"]
[null,null,null,null,null,"Rjoint,sm",null,null,{"$f":"VLOOKUP(izolant_,izolanty,5,)","v":{"$error":"#N/A"}},"kN"]
[null,null,null,null,null,"Rd,hm",null,null,{"$f":"kotvení*I22/I21","v":{"$error":"#VALUE!"}},"kN"]
[null,null,null,null,null,"třída únosnosti hm.",null,null,{"$f":"INDEX(třídy,1,MATCH(I24,Rmin))","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Podklad:",null,null,"kategorie dle ETAG 014",null,null,null,{"$f":"VLOOKUP(podklad_,podklady,3,)","v":{"$error":"#N/A"}},{"$f":"IF(J27=\"–\",\"\",VLOOKUP(podklad_,podklady,2,))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,"gMc pro šroubovací kotvy",null,null,null,{"$f":"IF(podklad<>\"–\",VLOOKUP(podklad_,podklady,4,),VLOOKUP(myHmoždinka&\"_\"&myPodklad,hmoDBi,14,))","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,"gMc pro zatloukací kotvy",null,null,null,{"$f":"IF(podklad<>\"–\",VLOOKUP(podklad_,podklady,5,),VLOOKUP(myHmoždinka&\"_\"&myPodklad,hmoDBi,14,))","v":{"$error":"#VALUE!"}}]
[]
[null,null,"Kotva:",null,null,"typ",null,null,{"$f":"VLOOKUP(myHmoždinka,hmoDB,3,)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,"NRk",null,null,{"$f":"IF(myNrk_=2,myNrk,VLOOKUP(myHmoždinka&\"_\"&myPodklad,hmoDBi,13,))","v":{"$error":"#N/A"}},"kN"]
[null,null,null,null,null,"Rd,hm",null,null,{"$f":"I32/IF(I31=\"šroubovací\",J28,J29)","v":{"$error":"#N/A"}},"kN"]
[null,null,null,null,null,"třída únosnosti hm.",null,null,{"$f":"IF(I33<0.1,\"0,00\",INDEX(třídy,1,MATCH(I33,Rmin)))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,"třída únosnosti",null,null,{"$f":"IF(I34<I25,I34,I25)","v":{"$error":"#N/A"}}]
[]
[]
[]
[null,null,"VÝSLEDEK VÝPOČTŮ"]
[]
[]
[null,null,{"$f":"\"Zvolená kotva \"&IF(check=FALSE,\"VYHOVUJE\",\"NEVYHOVUJE\")&\" pro kotvení zvoleného tepelněizolačního materiálu na zvoleném objektu\"&IF(check=FALSE,\".\",\",\")","v":{"$error":"#N/A"}}]
[null,null,{"$f":"IF(check=TRUE,\"z důvodu příliš vysokého počtu kotev na 1 m² (maximum je 16 ks/m²).\",\"\")","v":{"$error":"#N/A"}}]
[]
[null,null,"POČTY A ROZMÍSTĚNÍ KOTEV",null,null,null,null,null,null,{"$f":"IF(deska_=2,\"Počty kotev jsou uvedeny v ks/1,2 m², tj. na 2 desky 600x1000 mm.\",\"Počty kotev jsou uvedeny v ks/m², tj. na 2 desky 500x1000 mm.\")","v":"Počty kotev jsou uvedeny v ks/m², tj. na 2 desky 500x1000 mm."}]
[]
[]
[null,null,null,"Doporučené počty kotev 1 pro okrajové a vnitřní oblasti fasády jsou:"]
[]
[null,null,null,"okraj","vnitřní oblast",null,null,"okraj"]
[null,null,null,"A2",{"$f":"IF(hmoTřída=\"0,00\",\"–\",IF(výška_<3,\"\",HLOOKUP(I35,$K$15:$R$19,3,)))","v":{"$error":"#N/A"}},"B2",{"$f":"IF(deska_=2,HLOOKUP(E51,rozmístění600x1000,2,),E51)","v":{"$error":"#N/A"}},"A2"," pro výšku nad 15 m 2"]
[null,null,{"$f":"IF(hmoTřída=\"0,00\",\"–\",IF(výška_<3,\"\",HLOOKUP(I35,$K$15:$R$19,2,)))","v":{"$error":"#N/A"}},{"$f":"IF(deska_=2,HLOOKUP(C52,rozmístění600x1000,2,),C52)","v":{"$error":"#N/A"}},null,{"$f":"G51&IF(deska_=2,\" ks/1,2 m²\",\" ks/m²\")","v":{"$error":"#N/A"}},null,{"$f":"D52","v":{"$error":"#N/A"}}]
[null,null,null,"A1",{"$f":"IF(hmoTřída=\"0,00\",\"–\",HLOOKUP(I35,$K$15:$R$19,IF(výška_<3,3,5),))","v":{"$error":"#N/A"}},"B1",{"$f":"IF(deska_=2,HLOOKUP(E53,rozmístění600x1000,2,),E53)","v":{"$error":"#N/A"}},"A1"]
[null,null,{"$f":"IF(hmoTřída=\"0,00\",\"–\",HLOOKUP(I35,$K$15:$R$19,IF(výška_<3,2,4),))","v":{"$error":"#N/A"}},{"$f":"IF(deska_=2,HLOOKUP(C54,rozmístění600x1000,2,),C54)","v":{"$error":"#N/A"}},null,{"$f":"G53&IF(deska_=2,\" ks/1,2 m²\",\" ks/m²\")","v":{"$error":"#N/A"}},null,{"$f":"D54","v":{"$error":"#N/A"}},{"$f":"IF(výška_>2,\" do výšky 15 m\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,{"$f":"OR(D54=\"–\",H54=\"–\",IF(výška_>2,OR(D52=\"–\",H52=\"–\"),FALSE))","v":{"$error":"#N/A"}}]
[]
[null,null,null,"Rozmístění kotev pro okrajové oblasti fasády:",null,null,null,null,null,null,null,null,"Rozmístění kotev pro vnitřní oblasti 3 fasády:"]
[]
[null,null,null,"A2",null,null,null,null,null,null,null,null,"B2"]
[null,null,null,{"$f":"D52","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,{"$f":"G51","v":{"$error":"#N/A"}}]
[]
[]
[]
[]
[]
[null,null,null,"A1",null,null,null,null,null,null,null,null,"B1"]
[null,null,null,{"$f":"D54","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,{"$f":"G53","v":{"$error":"#N/A"}}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Upozornění:"]
[null,null,"Zjednodušený návrh vede zejména u budov větších rozměrů a u kotev o nižší únosnosti k celkově vyšším počtům kotev na jednotku plochy.\nKompletní postup pro návrh mechanického upevnění je uveden v ČSN 73 2902, která je dostupná v Informačním centru ÚNMZ nebo prostřednictvím ČSN Online (http://csnonlinefirmy.unmz.cz/ nebo http://csnonline.unmz.cz/)."]
[null,null,"Za využití hodnot z tohoto kalkulátoru je plně odpovědná osoba, která ho používá. Pokud nejsou výsledky opatřeny autorizačním razítkem projektanta, je nutno uvedené výsledky v protokolu považovat pouze za orientační."]
[null,null,"Poznámky:"]
[null,1,"Navržený počet kotev u desek o rozměru 500x1000 mm nemá být nižší než 6 ks/m² a nemá být vyšší než 16 ks/m². U desek jiných rozměrů stanoví nejnižší a nejvyšší doporučený počet kotev výrobce v dokumentaci ETICS. U přířezů desek se počet desek a poloha kotev upraví s ohledem na jejich rozměry případně i polohu. Navržený počet kotev na m² se přizpůsobí rozměrům desek použité tepelné izolace směrem nahoru tak, aby na každou celou desku připadl počet kotev vyjádřený celým číslem. Doporučuje se, aby navržený počet kotev na m² nepřesáhl 12 kusů."]
[null,2,"U budov vyšších než 15 metrů lze plochy pláště členit na dvě výšková pásma. První pásmo se stanovuje do výšky 15 metrů včetně, druhé pásmo se stanovuje od výšky 15 metrů až do celkové výšky budovy. Účinky zatížení větrem v prvním pásmu se uvažují hodnotou příslušející výšce budovy 15 metrů, účinky zatížení větrem ve druhém pásmu se uvažují hodnotou příslušející největší výšce budovy."]
[null,3,"Počet kotev na m² ve vnitřní oblasti plochy (B) se může proti okrajové oblasti (A) snížit nejvýše o 25%, vždy ale musí na celou desku tepelné izolace připadat počet kotev vyjádřený celým číslem. Při počtu kotev 6 ks/ m² v okrajové oblasti plochy se počet kotev ve vnitřní oblasti plochy u desek izolačního materiálu o rozměrech 500x1000 mm nemá snižovat."]

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[null,null,null,null,null,null,null," KALKULÁTOR PRO STANOVENÍ POČTU KOTEV"]
[null,null,null,null,null,null,null,"V ETICS POMOCÍ ZJEDNODUŠENÉHO NÁVRHU"]
[null,null,null,null,null,null,null,"dle článku 5.4.3 ČSN 73 2902 Vnější tepelně izolační kompozitní systémy (ETICS)"]
[null,null,null,null,null,null,null,"– Navrhování a použití mechanického upevnění pro spojení s podkladem"]
[]
[null,null,"Stavba:",null,"DOPLŇTE NÁZEV"]
[null,null,"Adresa:",null,"DOPLŇTE ADRESU"]
[null,null,"Investor:",null,"DOPLŇTE INVESTORA"]
[null,null,"Zpracoval:",null,"DOPLŇTE ZPRACOVATELE",null,null,null,null,"Datum:",null,"DOPLŇTE DATUM",null,null," Razítko a podpis autorizované osoby ČKAIT1"]
[]
[null,null,"OBJEKT",null,null,null,null,null,null,"KOTVY"]
[]
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[]
[]
[]
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[]
[]
[]
[null,null,"VÝSLEDEK VÝPOČTŮ"]
[]
[]
[null,null,{"$error":"#N/A"}]
[null,null,{"$error":"#N/A"}]
[]
[null,null,"POČTY A ROZMÍSTĚNÍ KOTEV",null,null,null,null,null,null,"Počty kotev jsou uvedeny v ks/m², tj. na 2 desky 500x1000 mm."]
[]
[]
[null,null,null,"Doporučené počty kotev 2 pro okrajové a vnitřní oblasti fasády jsou:"]
[]
[null,null,null,"okraj","vnitřní oblast",null,null,"okraj"]
[null,null,null,"A2",null,"B2",null,"A2"," pro výšku nad 15 m 3"]
[null,null,null,{"$error":"#N/A"},null,{"$error":"#N/A"},null,{"$error":"#N/A"}]
[null,null,null,"A1",null,"B1",null,"A1"]
[null,null,null,{"$error":"#N/A"},null,{"$error":"#N/A"},null,{"$error":"#N/A"},""]
[null,null,null,null,null,null,null,null,{"$error":"#N/A"}]
[]
[null,null,null,"Rozmístění kotev pro okrajové oblasti fasády:",null,null,null,null,null,null,null,null,"Rozmístění kotev pro vnitřní oblasti 4 fasády:"]
[]
[null,null,null,"A2",null,null,null,null,null,null,null,null,"B2"]
[null,null,null,{"$error":"#N/A"},null,null,null,null,null,null,null,null,{"$error":"#N/A"}]
[]
[]
[]
[]
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[null,null,null,"A1",null,null,null,null,null,null,null,null,"B1"]
[null,null,null,{"$error":"#N/A"},null,null,null,null,null,null,null,null,{"$error":"#N/A"}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Upozornění:"]
[null,1,"Za využití hodnot z tohoto kalkulátoru je plně odpovědná osoba, která vystavila tento protokol. Pokud nejsou výsledky opatřeny autorizačním razítkem projektanta, je nutno uvedené výsledky v protokolu považovat pouze za orientační."]
[null,null,"Poznámky:"]
[null,2,"Navržený počet kotev u desek o rozměru 500x1000 mm nemá být nižší než 6 ks/m² a nemá být vyšší než 16 ks/m². U desek jiných rozměrů stanoví nejnižší a nejvyšší doporučený počet kotev výrobce v dokumentaci ETICS. U přířezů desek se počet desek a poloha kotev upraví s ohledem na jejich rozměry případně i polohu. Navržený počet kotev na m² se přizpůsobí rozměrům desek použité tepelné izolace směrem nahoru tak, aby na každou celou desku připadl počet kotev vyjádřený celým číslem. Doporučuje se, aby navržený počet kotev na m² nepřesáhl 12 kusů."]
[null,3,"U budov vyšších než 15 metrů lze plochy pláště členit na dvě výšková pásma. První pásmo se stanovuje do výšky 15 metrů včetně, druhé pásmo se stanovuje od výšky 15 metrů až do celkové výšky budovy. Účinky zatížení větrem v prvním pásmu se uvažují hodnotou příslušející výšce budovy 15 metrů, účinky zatížení větrem ve druhém pásmu se uvažují hodnotou příslušející největší výšce budovy."]
[null,4,"Počet kotev na m² ve vnitřní oblasti plochy (B) se může proti okrajové oblasti (A) snížit nejvýše o 25%, vždy ale musí na celou desku tepelné izolace připadat počet kotev vyjádřený celým číslem. Při počtu kotev 6 ks/ m² v okrajové oblasti plochy se počet kotev ve vnitřní oblasti plochy u desek izolačního materiálu o rozměrech 500x1000 mm nemá snižovat."]
[]
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[null,null,"    Autoři Zdeněk Kobza & Martin Matějka."]
[null,null,"    Verze 1.17"]

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["BRAVOLL PTH-KZ_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-KZ","Bravoll","zatloukací",0.7,60,"05/0055","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.5,null,"MW","povrchová"]
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["BRAVOLL PTH-S_beton C16/20-C50/60","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C16/20-C50/60",null,null,null,1.5,null,"MW","povrchová"]
["BRAVOLL PTH-S_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.5,null,"MW","povrchová"]
["BRAVOLL PTH-S_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"MW","povrchová"]
["BRAVOLL PTH-S_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.5,null,"MW","povrchová"]
["BRAVOLL PTH-S_děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.75,null,"MW","povrchová"]
["BRAVOLL PTH-S_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.6,null,"MW","povrchová"]
["BRAVOLL PTH-S_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,1,null,"MW","povrchová"]
["BRAVOLL PTH-S_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.6,null,"MW","povrchová"]
["BRAVOLL PTH-S_beton C12/15","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C12/15",null,null,null,1.5,null,"MW","zápustná"]
["BRAVOLL PTH-S_beton C16/20-C50/60","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C16/20-C50/60",null,null,null,1.5,null,"MW","zápustná"]
["BRAVOLL PTH-S_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.5,null,"MW","zápustná"]
["BRAVOLL PTH-S_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"MW","zápustná"]
["BRAVOLL PTH-S_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.5,null,"MW","zápustná"]
[{"$f":"B42&\"_\"&I42","v":"BRAVOLL PTH-S_děrovaná cihla s hliněným střepem dle EN 771-1"},"BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.75,null,"MW","zápustná"]
["BRAVOLL PTH-S_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.6,null,"MW","zápustná"]
["BRAVOLL PTH-S_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,1,null,"MW","zápustná"]
["BRAVOLL PTH-S_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.6,null,"MW","zápustná"]
["BRAVOLL PTH-S_beton C12/15","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C12/15",null,null,null,1.5,null,"EPS","povrchová"]
["BRAVOLL PTH-S_beton C16/20-C50/60","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C16/20-C50/60",null,null,null,1.5,null,"EPS","povrchová"]
["BRAVOLL PTH-S_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.5,null,"EPS","povrchová"]
["BRAVOLL PTH-S_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-S_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.5,null,"EPS","povrchová"]
["BRAVOLL PTH-S_děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.75,null,"EPS","povrchová"]
["BRAVOLL PTH-S_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.6,null,"EPS","povrchová"]
["BRAVOLL PTH-S_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,1,null,"EPS","povrchová"]
["BRAVOLL PTH-S_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.6,null,"EPS","povrchová"]
["BRAVOLL PTH-S_beton C12/15","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C12/15",null,null,null,1.5,null,"EPS","zápustná"]
["BRAVOLL PTH-S_beton C16/20-C50/60","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","A","beton C16/20-C50/60",null,null,null,1.5,null,"EPS","zápustná"]
["BRAVOLL PTH-S_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.5,null,"EPS","zápustná"]
["BRAVOLL PTH-S_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-S_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.5,null,"EPS","zápustná"]
["BRAVOLL PTH-S_děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.75,null,"EPS","zápustná"]
["BRAVOLL PTH-S_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.6,null,"EPS","zápustná"]
["BRAVOLL PTH-S_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,1,null,"EPS","zápustná"]
["BRAVOLL PTH-S_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-S","Bravoll","šroubovací",0.9,60,"08/0267","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.6,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_beton C12/15","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","A","beton C12/15",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_beton C16/20-C50/60","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","A","beton C16/20-C50/60",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.2,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.6,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.9,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,0.9,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.5,null,"EPS","povrchová"]
["BRAVOLL PTH-SX_beton C12/15","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","A","beton C12/15",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_beton C16/20-C50/60","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","A","beton C16/20-C50/60",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","B","plná pálená cihla, Mz např.podle DIN V105-100/EN 771-1",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","B","vápenopísková cihla dle EN 771-2",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_dutinové tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","dutinové tvárnice z lehčeného betonu dle EN 771-3",null,null,null,1.2,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.6,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","C","vertikálně děrované cihly s hliněným střepem dle ÖNORM B6124",null,null,null,0.9,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_lehčený beton s pórovitým kamenivem dle EN 1520 LAC","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","D","lehčený beton s pórovitým kamenivem dle EN 1520 LAC",null,null,null,0.9,null,"EPS","zápustná"]
["BRAVOLL PTH-SX_pórobeton P2-400 dle EN 771-4","BRAVOLL PTH-SX","Bravoll","šroubovací",0.7,60,"10/0028","E","pórobeton P2-400 dle EN 771-4",null,null,null,0.5,null,"EPS","zápustná"]
["BRAVOLL PTH-X_beton C 12/15 dle EN 206-1","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","A","beton C 12/15 dle EN 206-1",null,null,null,0.6,null,"EPS","povrchová"]
["BRAVOLL PTH-X_beton C 16/20 - C 50/60 dle EN 206-1","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","A","beton C 16/20 - C 50/60 dle EN 206-1",null,null,null,0.75,null,"EPS","povrchová"]
["BRAVOLL PTH-X_zdivo z plných cihel pálených dle EN 771-1","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","B","zdivo z plných cihel pálených dle EN 771-1",null,null,null,0.75,null,"EPS","povrchová"]
["BRAVOLL PTH-X_vápenopísková cihla dle EN 771-2","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","B","vápenopísková cihla dle EN 771-2",null,null,null,0.75,null,"EPS","povrchová"]
["BRAVOLL PTH-X_dutinová tvárnice z lehčeného betonu dle EN 771-3","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","C","dutinová tvárnice z lehčeného betonu dle EN 771-3",null,null,null,0.6,null,"EPS","povrchová"]
["BRAVOLL PTH-X_lehčený beton s pórovitým kamenivem dle EN 1520 (LAC)","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","D","lehčený beton s pórovitým kamenivem dle EN 1520 (LAC)",null,null,null,0.5,null,"EPS","povrchová"]
["BRAVOLL PTH-X_vertikálně děrovaná cihla s hliněným střepem dle EN 771-1","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","C","vertikálně děrovaná cihla s hliněným střepem dle EN 771-1",null,null,null,0.5,null,"EPS","povrchová"]
["BRAVOLL PTH-X_vertikálně děrovaná cihla s hliněným střepem dle ÖNORM B6124","BRAVOLL PTH-X","Bravoll","zatloukací",0.6,60,"13/0951","C","vertikálně děrovaná cihla s hliněným střepem dle ÖNORM B6124",null,null,null,0.4,null,"EPS","povrchová"]

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["V;I;do 15/0,30","V;I;do 15","V",{"$f":"D594","v":"I"},"do 15",{"$f":"F594","v":"0,30"},"–"]
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["V;II;do 10/0,30","V;II;do 10","V","II","do 10","0,30","–"]
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["V;III;do 15/0,30","V;III;do 15","V",{"$f":"D602","v":"III"},"do 15","0,30","–"]
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["V;I;do 15/0,40","V;I;do 15","V",{"$f":"D610","v":"I"},"do 15",{"$f":"F610","v":"0,40"},"–"]
["V;I;do 25/0,40","V;I;do 25","V",{"$f":"D611","v":"I"},"do 25","0,40","–"]
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["n","Podkladní materiál","Kat.","a","b",null,"n","Izolant","gMb","Rpanel,sm","Rjoint,sm","Rd,hm","Třída",null,"Třída","0,10","0,12","0,15","0,20","0,25","0,30","0,40","0,50"]
[1,"beton prostý nebo vyztužený třídy C 12/15 až 50/60","A",1.5,2.1,null,1,"minerální vlna",1.5,0.25,0.18,{"$f":"kotvení*J2/I2","v":0.11333333333333334},{"$f":"INDEX($P$1:$W$1,1,MATCH(L2,$P$2:$W$2))","v":"0,10"},null,"Rd,hm >",0.1,0.115,0.14000000000000001,0.19,0.24,0.28999999999999998,0.39,0.49]
[2,"plné cihly nebo kámen","B",2.1,2.9,null,2,"minerální vlna",1.5,0.25,0.18,{"$f":"kotvení*J3/I3","v":0.11333333333333334},{"$f":"INDEX($P$1:$W$1,1,MATCH(L3,$P$2:$W$2))","v":"0,10"},null,"Rd,hm ≤ ",0.115,0.14000000000000001,0.19,0.24,0.28999999999999998,0.39,0.49,"–"]
[3,"duté nebo děrované cihly nebo tvárnice","C",1.8,2.5,null,3,"pěnový polystyrén",1.2,0.25,0.18,{"$f":"kotvení*J4/I4","v":0.14166666666666669},{"$f":"INDEX($P$1:$W$1,1,MATCH(L4,$P$2:$W$2))","v":"0,15"},null,"Min.tuhost","0,30",null,null,null,"0,40",null,"0,50","0,70"]
[4,"beton z pórovitého kameniva třídy LAC 2 až 25","D",2.4,3.2,null,4,"fenolická pěna",2.2000000000000002,0.38,0.28000000000000003,{"$f":"kotvení*J5/I5","v":0.11745454545454545},{"$f":"INDEX($P$1:$W$1,1,MATCH(L5,$P$2:$W$2))","v":"0,12"},null,"talířku c"]
[5,"autoklávový pórobeton třídy P 2 až 7","E",1.8,2.5]
[6,"betonová vrstva sendvičových panelů min. 50 mm","–",1.6,2.2999999999999998,null,"x","izolant","montáž","talířek","Rpanel","Rd,hm","Třída"]
[7,"deskové materiály","–",1.8,2.5,null,{"$f":"H8&I8&J8","v":"minerální vlna Frontrock Max Epovrchová0"},"minerální vlna Frontrock Max E","povrchová",0,0.56000000000000005,{"$f":"0.68*K8/$I2","v":0.25386666666666674},{"$f":"INDEX($P$1:$W$1,1,MATCH(L8,$P$2:$W$2))","v":"0,25"}]
[8,"jiný podkladní materiál","–",2.4,3.2,null,"minerální vlna TF profipovrchová0","minerální vlna TF profi","povrchová",0,0.47899999999999998,0.21714666666666668,{"$f":"INDEX($P$1:$W$1,1,MATCH(L9,$P$2:$W$2))","v":"0,20"}]
[null,null,null,null,null,null,"pěnový polystyrén 70Fpovrchová0","pěnový polystyrén 70F","povrchová",0,0.9,0.51000000000000012,"0,50"]
["n","Podkladní materiál","Kat.","a","b",null,"minerální vlna Frontrock Max Epovrchová100","minerální vlna Frontrock Max E","povrchová",100,0.79400000000000004,{"$f":"0.68*K11/$I2","v":0.35994666666666669},"0,30"]
[1,"(A) beton","A",1.5,2.1,null,"minerální vlna TF profipovrchová100","minerální vlna TF profi","povrchová",100,0.78100000000000003,0.35405333333333339,"0,30"]
[2,"(B) plná pálená cihla","B",2.1,2.9,null,{"$f":"H13&I13&J13","v":"minerální vlna Frontrock Max Ezápustná0"},"minerální vlna Frontrock Max E","zápustná",0,0.36799999999999999,{"$f":"0.68*K13/$I2","v":0.16682666666666668},{"$f":"INDEX($P$1:$W$1,1,MATCH(L13,$P$2:$W$2))","v":"0,15"}]
[3,"(B) plná tvárnice z lehčeného betonu","B",2.1,2.9,null,{"$f":"H14&I14&J14","v":"minerální vlna TF profizápustná0"},"minerální vlna TF profi","zápustná",0,0.42299999999999999,{"$f":"0.68*K14/$I3","v":0.19176000000000001},{"$f":"INDEX($P$1:$W$1,1,MATCH(L14,$P$2:$W$2))","v":"0,20"}]
[4,"(B) vápenopísková cihla","B",2.1,2.9,null,{"$f":"H15&I15&J15","v":"pěnový polystyrén 70Fzápustná0"},"pěnový polystyrén 70F","zápustná",0,0.76,{"$f":"0.68*K15/$I4","v":0.4306666666666667},{"$f":"INDEX($P$1:$W$1,1,MATCH(L15,$P$2:$W$2))","v":"0,40"}]
[5,"(C) děrovaná cihla","C",1.8,2.5,null,{"$f":"H16&I16&J16","v":"minerální vlna Frontrock Max Ezápustná100"},"minerální vlna Frontrock Max E","zápustná",100,0.84899999999999998,{"$f":"0.68*K16/$I2","v":0.38488000000000006},{"$f":"INDEX($P$1:$W$1,1,MATCH(L16,$P$2:$W$2))","v":"0,30"}]
[6,"(C) děrovaná/dutinová tvárnice","C",1.8,2.5,null,{"$f":"H17&I17&J17","v":"minerální vlna TF profizápustná100"},"minerální vlna TF profi","zápustná",100,0.81200000000000006,{"$f":"0.68*K17/$I3","v":0.36810666666666675},{"$f":"INDEX($P$1:$W$1,1,MATCH(L17,$P$2:$W$2))","v":"0,30"}]
[7,"(D) dutá tvárnice z lehčeného betonu","D",2.4,3.2]
[8,"(D) lehčený beton s pórovitým kamenivem","D",2.4,3.2]
[9,"(D) mezerovitý lehčený beton","D",2.4,3.2]
[10,"(E) pórobeton","E",1.8,2.5]
[]
[null,null,null,null,null,null,null,"Rd,hm","=","0,68 × Rpanel / gMb",null,null,null,"(4)"]
[null,null,null,null,null,null,null,"Rd,hm","=","NRk / gMc",null,null,null,"(5)"]
[]
[null,null,null,null,null,null,null,"Rd,hm","...","návrhová odolnost hmoždinky vůči účinkům sání větru"]
[null,null,null,null,null,null,null,"Rpanel","...","průměrná hodnota odolnosti proti protažení na 1 hmoždinku\n(stanoveno pro daný izolant)"]
[null,null,null,null,null,null,null,"gMb","...","součinitel bezpečnosti upevnění při spolupůsobení hmoždinky s deskami tepelné izolace\n(uveden výrobcem izolace)"]
[null,null,null,null,null,null,null,"NRk","...","charakteristická hodnota únosnosti zvoleného typu hmoždinky\n(uvedená výrobcem hmoždinky)"]
[null,null,null,null,null,null,null,"gMc","...","součinitel bezpečnosti upevnění při montáži hmoždinky\n(stanoveno pro daný podkladový materiál a způsob montáže)"]