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Stropy betonowe

100%

Derkowski W. , Niesyczyński M.

2016

tom nr 4

117--120

Analiza przyczyn uszkodzenia stropu

100%

Jakubczyk M. , Trochimiak I. , Szydłowski R.

tom R.21, nr 8

88--90

Analysis ol the cause of damage of a reinforced concrete floor above a garage of a multi-storey residential building. Undertaking an accurate assessment of the effects of concrete shrinkage and required minimum shrinkage reinforcement of complex reinforced concrete constructions emphasizes the fact of being an exceedingly difficult issue to consider. The analysis below broaches this matter basing on the example of a fragment of a building characterized by a rare construction system. Since the shrinkage aspects have not been taken into account, the applied reinforcement concerns only bending. Indeed, this fact, as well as the peculiarity of a shape of the building, affected the ceiling surface causing the emergence of a crack across its length and thus, plenty of leaks. The study of the above-mentioned case attempts to specify the quantity of required reinforcement by comparing results obtained from various methods adopted for this purpose.