TEMELLERDE KOLON DONATI ÇUBUKLARININ ADERANSI

Betonarme kolonlardan temellere yuk aktarmada kolon boyunadonattstrun basinc aderanst incelenmistir. Nervurlu cubuklar ile gercekboyutlu temeller uzerinde yap dan deneyler aderans dayantmtntnbeton bastnc mukavemeti, cubuk capt , kenetlenme yada ankra] boyu,temel plan alant, teme/de kolon donattst cevresindeki etriyeler ve temelcekme donattst miktartna gore degistigini gostermistir. Deney sonuclartndanTS 500 de tanimlanan aderans gerilmelerinin cok dusukoldugu goriilmektedir. Bu yuzden sartnamede verilen degerlerin yukseltilmesionerilmektedir.

Anahtar Kelimeler:

kolon, aderans

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