Belgorod, Russian Federation
GRNTI 67.29 Объекты строительства
BBK 38 Строительство
During the period of putting the reservoir into operation it’s revealed that the reservoir was needed to be assessed for requirements of normative documents and contractor design. Numerous defects, such as curls in concrete, construction joints, carried out without preparation of the previous layer surface, were found. Calculations of the reservoir in two variants: with and without defects were carried out. Analysis of the calculation results was carried out. Analysis of the influence of defects on strength and operational properties of reservoir structures was carried out.
assessment of structures, construction joints, durability, strength, defects of RC structures.
1. GOST 27751-2014. Nadezhnost´ stroi-tel´nykh konstruktsiy i osnovaniy.
2. SP 63 13330.2012. Betonnye i zhelezobetonnye konstruktsii. Osnovnye polozheniya.
3. Vysotskiy S.A. Diagnostika zon sopryazheniy zhelezobetonnykh konstruktsiy. Promyshlennoe i grazhdanskoe stroitel´stvo. 2009. №2. S. 17-19.
4. Vysotskiy S.A., Potapov N.I., Marty-nov S.V. Otsenka kachestva rabochikh shvov v zhelezobetonnykh konstruktsiyakh. Transportnoe stroitel´stvo. 2007. №5. S. 18-20.
5. Ivanov S.I., Tukhtaev B.Kh. Defektoskopiya rabochikh shvov betonirovaniya. Beton i zhelezobeton. 2010. №3. S. 21-24.
6. Merkulov S.I. Otsenka rezerva nesushchey sposobnosti ekspluatiruemykh zhelezobetonnykh konstruktsiy. Vestnik Belgorodskogo gosudarstvennogo tekhnologicheskogo universiteta im. V.G. Shukhova. 2013. №6. S. 66-69.
