The Quality and Reliability in the Structural Design, Production, Execution and Maintenance of the Precast Residential Buildings in Poland in the Past and Now

Abstract:

The article is a review of solutions, errors and mistakes in the project design and execution and their impact on reliability and durability of structures. Were used the results of inspections of 95 precast residential buildings situated in Warsaw, build in years 1961-1994. Inspections were made in years 2005-2006 and 2014. The summary of author researches [1,2,3,4] shows that the precast concrete prefabricated buildings can achieve real duration of use not less than 100 years. Taking into account quite good maintenance, intensive modernization and greater economic value of the housing stock in Warsaw can be assumed that their service lives may reach 120-150 years.

• Periodical: Key Engineering Materials (Volume 691)
• Pages: 420-431
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.691.420
• Online since: May 2016
• Authors: Piotr Knyziak*
• Keywords: Durability, Large Panel Technology, Precast Concrete, Residential Buildings

References

[1] P. Knyziak, Analysis of the technical state of large-panel residential buildings using artificial neural networks (in Polish), PhD thesis. Warsaw University of Technology, Warsaw (2007).

[2] P. Knyziak, M. Witkowski, Estimation of the technical state for large-panel residential buildings in Warsaw (in Polish), Inżynieria i Budownictwo, 12/2007, pp.639-641.

[3] P. Knyziak, Prediction time of use prefabricated residential buildings based on estimation of the technical state during use (in Polish), in Concrete and concrete structures - studies, vol. 1, ed. E. Szmigiera, P. Łukowski, S. Jemioło, OWPW, Warsaw, 2015, pp.227-244.

[4] P. Knyziak, Estimating the technical deterioration of large-panel residential buildings using artificial neural networks, Procedia Engineering, Elsevier, vol. 91, 2014, pp.394-399.

DOI: 10.1016/j.proeng.2014.12.082

[5] B. Lewicki, Residential buildings made of precast large panel elements. Calculation and design (in Polish), ed. II, Warsaw (1964).

[6] BN-74/8812-01. Large panel buildings construction. Design and static calculations (in Polish).

[7] BN-79/8812-01. Large panel buildings construction. Design and static calculations (in Polish).

[8] A. Pogorzelski, Instruction for connections in precast concrete sandwich walls for residential buildings (in Polish), COBPBO, Warsaw (1982).

[9] T. Henclewski, A. Pogorzelski, Amendment of instruction for connections in precast concrete sandwich walls for residential buildings (in Polish), COBPBO, Warsaw (1990).

[10] Z. Dzierżewicz, W. Starosolski, Large panel systems in Poland in years 1970-1985 (in Polish). Wolters Kluwer Business, Warsaw (2010).

[11] W. Konecki, J. Sitkowski, A. Ulatowski, Renovation of residential buildings constructed by industrialized methods. External building envelope (in Polish), Arkady, Warsaw (1978).

[12] Z. Ściślewski, M. Suchan, Durability and maintenance of large panel buildings (in Polish), KN-TITB, Mrągowo 1999, s. 201-208.

[13] B. Nowogońska, Renovation needs assessment based on periods of durability of building elements (in Polish), Przegląd Budowlany, 2/2005, s. 14-18.

[14] R. Folić, M. Laban, V. Milanko, Reliability and sustainability analysis of large panel residential buildings in Sofia, Skopje and Novi Sad, Facta Universitatis, Series: Architecture and Civil Engineering Vol. 9, No 1, 2011, p.161 – 176.

DOI: 10.2298/fuace1101161f

[15] The rules for determining the technical deterioration of buildings, WACETOB, Warsaw 1998, pp.43-44.

[16] M. Wójtowicz, Durability of panel buildings according to the results of studies (in Polish), XIII Conference Warsztat Pracy Rzeczoznawcy Budowlanego. Cedzyna (2014).

[17] B. Nowogońska, The technical condition of buildings in the context of the scale of revitalization needs (in Polish), Problemy Rozwoju Miast, 2014, nr 2, s. 95-103.

[18] B. Nowogońska, Mathematical Reliability Model of Building Components by Rayleigh, Civil And Environmental Engineering Reports. Volume 15, Issue 4, p.87–97.

DOI: 10.1515/ceer-2014-0036

[19] A. Ostańska, Social studies contribution to assessing the quality of energy performance of large-panel buildings in residential areas (in Polish), Budownictwo i architektura, 3/2014, pp.317-324.

[20] L. Runkiewicz, B. Szudrowicz, R. Geryło, J. Szulc, J. Sieczkowski, Diagnostic and modernization of large-panel buildings (part 1), Przegląd Budowlany, 2014, nr 7-8, s. 54-60.

[21] L. Runkiewicz, B. Szudrowicz, R. Geryło, J. Szulc, J. Sieczkowski, Diagnostic and modernization of large-panel buildings (part 2), Przegląd Budowlany, 2014, nr 9, s. 22.

[22] A. Ostańska, Examination of technical state one of the fundamental aspects of the revitalization of settlements with prefabricated buildings, Przegląd Budowlany, 2009, nr 4. s. 38-46.

[23] J. Sobczak-Piąstka, A. Podhorecki, Technical diagnostics of large-panel building, Izolacje, 2013, nr 11/12, s. 22-26.

[24] L. Czarnecki, P. Woyciechowski, Concrete Carbonation as a Limited Process and its Relevance to Concrete Cover Thickness, ACI Materials Journal, 3 (109) 2012 1-8, pp.275-282.

DOI: 10.14359/51683817