Research of plug connections in large-panel structural systems of buildings
Abstract
The article describes the main results of the research work (R & D) carried out at NIIZHB named after A. A. Gvozdev, concerning the research of the operation of plug-type connections for precast reinforced concrete structures of large-panel buildings. The aim of the research was to obtain designed and theoretical data on the operation of plug-type joints in large-panel structural systems for improving the design methods of precast concrete structures. Based on the results of designed and theoretical researches and their analysis in the course of R&D, recommendations for assessing the rigidity, strength and design of plug joints in large-panel structural systems have been developed. Also developed proposals for the design of plug joints in large-panel structural systems.
About the Authors
S. A. Zenin
Research, Design and Technological institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev JSC “Research Center “Stroitel’stvo”
Russian Federation
Russian Federation
Candidate of Sciences (Engineering)
e-mail: lab01@mail.ru
R. Sh. Sharipov
Research, Design and Technological institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev JSC “Research Center “Stroitel’stvo”
Russian Federation
Russian Federation
Candidate of Sciences (Engineering)
e-mail: wander-er1@yandex.ru
O. V. Kudinov
Research, Design and Technological institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev JSC “Research Center “Stroitel’stvo”
Russian Federation
Russian Federation
Engineer
e-mail: lab01@mail.ru
References
1. Recommendations for the design and implementation of contact joints with reinforcement breakage in reinforced concrete columns of multi-storey buildings. Moscow: NIIZhB, 1985.
2. Sokolov B.S., Latypov R.R. Strength and compliance of plug joints of reinforced concrete columns under the action of static and seismic loads [Prochnost’ i podatlivost’ shtepsel’nykh stykov zhelezobetonnykh kolonn pri deistvii staticheskikh i seismicheskikh nagruzok]. Moscow: ASV, 2010. 126 p.
3. Sokolov B.S., Lizunova N.S. Experimental and theoretical methodology for assessing the shear compliance of plug joints of reinforced concrete columns. <i>Izvestiya KGASU</i>. 2014. No. 1 (27), pp. 119–124.
4. Manual on the design of residential buildings. Vol. 3. Part 1, 2. Construction of residential buildings (to SNiP 2.08.01–85) [Posobie po proektirovaniyu zhilykh zdanii. Vyp. 3. Ch. 1, 2. Konstruktsii zhilykh zdanii (k SNiP 2.08.01–85)]. Moscow: TsNIIEP zhilishcha, 1986.
5. Zenin S.A., Sharipov R.Sh., Kudinov O.V. Analiz sushchestvuyushchikh metodov otsenki podatlivosti svyazei krupnopanel’nykh zdanii. <i>Beton i zhelezobeton</i>. 2016. No. 3, pp. 26–28.
6. Chistyakov E.A., Zenin S.A., Sharipov R.Sh., Kudinov O.V. Uchet podatlivosti stykovykh soedinenii diskretnogo tipa v raschetakh konstruktivnykh sistem krupnopanel’nykh zdanii. <i>ACADEMIA. Arkhitektura i stroitel’stvo</i>. 2017. No. 2, pp. 123–127.
7. Danel’ V.V. Analiz formul dlya opredeleniya zhestkosti pri sdvige platformennykh stykov krupnopanel’nykh zdanii. <i>Beton i zhelezobeton</i>. 2010. No. 1, pp. 25–29.
8. Gorachek E., Lishak V.I., Pume D. Prochnost’ i zhestkost’ stykovykh soedinenii panel’nykh konstruktsii: Opyt SSSR i ChSSR [Strength and rigidity of butt joints of panel structures: The experience of the USSR and the Czech SSR] Moscow: Stroiizdat, 1986. 192 p.
Review
For citations:
Zenin S.A., Sharipov R.Sh., Kudinov O.V. Research of plug connections in large-panel structural systems of buildings. Concrete and Reinforced Concrete. 2021;607-608(5-6):60-66. (In Russ.)
Views:
94
Email this article 