Steel Structure Apartment Extensions for Existing Large Prefabricated Panel Collective Dwellings. (2016)

• Record Type: Journal Article
• Authors: Popov, Miodrag; Dogariu, Adrian; Grecea, Daniel; Ungureanu, Viorel; Georgescu, Mircea
• Is Part Of: Procedia engineering. Volume 161(2016)
• Page Start: 1076
• Page End: 1083
• Publication Date: 2016
• Subjects: existing buildings -- large prefabricated reinforced concrete panels -- collective dwellings -- steel structures -- owner-based interventions -- independent prefabricated apartment extensions -- FEM analysis ;; Engineering -- Congresses; Engineering -- Periodicals; Engineering; Conference proceedings; Periodicals; 620.005
• DOI: 10.1016/j.proeng.2016.08.851
• Languages: English
• ISSNs: 1877-7058

Abstract

Abstract: The Romanian existing building stock of collective dwellings is in a vast majority composed of reinforced concrete large prefabricated panel blocks of flats, erected during Communism. According to the 1992 Census, these standardized and widespread buildings housed almost 60 percent of the urban population of the country. Due to the small, inflexible apartments on one hand and the changing living conditions of the contemporary Romanian society on the other, a need for extending the inner surface of the existing flats has been identified. This situation led to the adoption of technically restrictive ground-floor spatial additions and other vernacular solutions that are being applied to upper stories, some of them not being able to provide, in many cases, any forms of long term structural guarantee to their users. The present paper describes a prefabricated steel structure solution for cantilevered apartment extensions that can be independently attached to the façade, as well as some technical connecting details to the existing building. A global structural analysis performed on a virtual model depicting a widespread type of block of flats (Model 770) proves the non-intrusive influence the cantilevered apartment extensions have over the existing buildings, in multiple different scenarios of attachments. Moreover, a FEM analysis of the proposed details further shows the reliability of the examined solution.