TEMELLERDE KOLON DONATI ÇUBUKLARININ ADERANSI

Abstract

Betonarme kolonlardan temellere yuk aktarmada kolon boyuna

donattstrun basinc aderanst incelenmistir. Nervurlu cubuklar ile gercek

boyutlu temeller uzerinde yap dan deneyler aderans dayantmtntn

beton bastnc mukavemeti, cubuk capt , kenetlenme yada ankra] boyu,

temel plan alant, teme/de kolon donattst cevresindeki etriyeler ve temel

cekme donattst miktartna gore degistigini gostermistir. Deney sonuclartndan

TS 500 de tanimlanan aderans gerilmelerinin cok dusuk

oldugu goriilmektedir. Bu yuzden sartnamede verilen degerlerin yukseltilmesi

onerilmektedir.

Keywords

• kolon,aderans

References

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