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[null,"Förenklad dimensioneringsberäkning av överbyggnad för trafikklass G/C, 0, 1 och 2 i urban miljö",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," WP 2",null,"Bilaga A"]
[null,"Beläggning med markbetong , natursten  och marktegel. Halvelastisk beläggning",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Grågröna systemlösningar för hållbara städer"]
[null,"I bärlager  används samkross  0/32 -  0/40 ",null,null,null,null,"I förstärkningslagret 0/92 -  0/100"]
[]
[" 1.Trafikklass","    >→","2. Bärlager (0/40)",null,"    >→","3. Terrassmaterial",null,"   >→",null,"4. Förstärkningslager (0/100)",null,null,null,null,null,null,"    >→","5. Slitlager och ",null,null," >→","6.Klimatzon","  >→","7- Tjälklass, klimat",null,null,null,null,null,"    >→","8. Överbyggnad "]
[null,null,"   tjocklek",null,null,"Typ av material",null,null,null,"Terrassmaterial  → tjocklek mm",null,null,null,null,null,null,null,"sättsandslager ",null,null,null,null,null,"koll o korrigering",null,null,null,null,null,null,"Koll o korr"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Form, tjocklek",null,null,null,"se karta",null,"    Total överbyggnadstjocklek"]
["    G/C ",null,null,80,null,null,null,null,null,null,null,null,null,null,null,null,null,"Enligt ",null,null,null,null,null,"    med hänsyn till tjällyftning"]
["    0  Terrass 1",null,null,80,null,null,null,null,null,null,null,null,null,null,null,null,null,"tillverkarnas ",null,null,null,null,null,"Tjälkl",null,"        Klimatzon"]
["    0 Terrass 2-5",null,null,150,null,null,null,null,null,null,null,null,null,null,null,null,null,"rekommendation",null,null,null,null,null,null,1,2,3,4,5]
["….1",null,null,150,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,null,null,200,375,1150]
["….2",null,null,150,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,null,null,545,1000,1250]
[null,null,null,null,null,null,null,null,null,null,null,null,"        Trafikklass"]
[null,null,null,null,null,null,null,null,null,"G/C",null,0,1,1,null,2,null,"Ökning förstärknings- "]
[null,null,null,null,null,"Terrass ","material",null,null,null,null,null,null,null,null,null,null,"lagret om ej krossberg"]
[null,null,null,null,null,null,null,1,null,"30*",null,"30*",null,0,null,"10*",null,0]
[null,null,null,null,null,null,null,2,null,"80*",null,"30*",null,"80*",null,"120*",null,25,"%","Mycket"]
[null,null,null,null,null,null,null,3,null,"80*",null,"30*",null,"170*",null,200,null,25,"%","sällan"]
[null,null,null,null,null,null,null,4,null,"80*",null,"140*",null,200,null,240,null,50,"%"]
[null,null,null,null,null,null,null,5,null,"180*",null,230,null,330,null,370,null,50,"%"]
[null,null,null,null,null,null,null,null,null,null,null,"Värden på förstärkningslagertjockleken för olika materialtyper är framtagna        "]
[null,null,null,null,null,null,null,null,null,null,null," ur Teknisk rapport, KTH 1999 och Tekniskt PM Scandiaconsult 2002"]
[null,null,null,null,null,null,null,null,null,null,"*Om förstärkningslagret < 200  använd samma  material som i bärlagret men komprimeras separat. Det kan då betraktas som ett utökat bärlager."]
[]
["Excell beräkning "]
[null,null,null,"Överbyggnad",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1. Trafikklass"]
["1, Trafikklass",null,null,"mm"]
[null,"↓",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5.  Slitlager"]
["2. Bärlagertjocklek",null,"    >→",{"$f":"(B33)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"5. Sättsand Fogsand",null,null,null,null,null,null,null,null,null,null,null," "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2. Obundet bärlager"]
["3. Terrassmaterial  typ"]
[null,"↓",null,"          +",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4. Förstärkningslager"]
["4. Förstärkningslager",null,"    >→",{"$f":"(B37)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6 . Förstärkningslager justering"]
[null,null,null,"          +",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," p.g.a.",null,"klimatzon & tjälklass"]
["5. Slitlager + sättsand",null,"    >→",{"$f":"(B39)","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3. Terrass"]
["    (styrs av bl.a. trafikklass)",null,null,"           ="]
["Summa överbyggnad",null,null,{"$f":"(D33+D37+D39)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6a"]
["6a. Klimatzon",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Klimatzoner"]
[null,"↓"]
["6b. Tjälklass"]
[null,"↓"]
["7 Just. överbyggnad",null,"    >→",{"$f":"(B47)","v":0}]
[null,null,null,"↓"]
["7. Just förstäkningsl.",{"$f":"(B37+D49)","v":0},"  ←<",{"$f":"(D47-D41)","v":0}]
[null,"Får ej vara neg."]
[]
["Förstärkningslager",{"$f":"(D37)","v":0}]
["tjocklek <200 →0/40 frakt "]
[]
["Kurt Johansson 2014-11-05"]