Exam (elaborations)
Tentamen (uitwerkingen) 3 bouwtechnieken infrastructuur 2: infrastructuur (JLWD26)
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Tentamen van 9 pagina's voor het vak 3 bouwtechnieken infrastructuur 2: infrastructuur aan de Odisee (examen)
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1) Typedwarsprofiel2) Flexibele structuur
Opbouw: bitumineuze verharding
Steenslagverharding zonder hydraulisch bindmiddel
Korrelige onderfundering
Beperkte verspreiding lasten
Blijvende vervorming
Geen stijfheid
3) Flexibele structuur = bitumineuze verharding
Verkeerslasten worden gedragen door de inwendige wrijving en cohesie vd materialen in
de verschillende lagen van het baanlichaam
, De korrelige onderfundering zorgt voor het buigzame/flexibel
1
2
4)
Opbouw 1c: KWS SMA (=splitmastiek asfalt met steenskelet) veel HR gevuld met mastiek + grote
weerstand tegen vervorming.
KWS APO (= asfaltbeton met prestatie voor onderlagen)
Steenslagfundering type IA met cement gestabiliseerde steenslagfundering
Onderfunderig type II
B5 = sterkste
Opbouw 2a: Betonverharding met luchtbelvormer niet verdeuveld
F: Steenslagfundering type IIA fundering met continue korrelverdeling met toeslagstof
cement (= gestabiliseerde fundering)
OF: Steenslagfundering 31.5/63
B6
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