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Mechanical joints in rolled screw-threaded reinforcing bars

https://doi.org/10.37538/2224-9494-2022-4(35)-117-132

Abstract

Introduction. Russian manufacturers currently produce screw-threaded reinforcing bars (rebars) and couplers to join them. However, the application of such reinforcement in the construction industry is hindered by a high compliance in screw couplings.

Aim: to assess the compliance of coupling joints reinforced with adhesives.

Materials and methods. The study used Av500P screw-threaded rebars, couplers, as well as adhesive compounds containing a cement binder and epoxy resin. The compounds were injected into the coupling cavity by means of hand pumps, followed by their natural hardening. The tests were conducted using universal testing machines.

Results. In terms of strength, yield, and delaminatability, the compounds were found to meet the required stress-strain properties of couplers. Recommendations for assembling joints are provided.

Conclusions. The conducted studies show that Av500P screw-threaded rebars can be joined by means of couplers in construction.

About the Authors

I. N. Tikhonov
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Igor N. Tikhonov, Dr. Sci. (Engineering), Head of Center No. 21

2nd Institutskaya str., 6, bld. 5, Moscow, 109428



A. I. Zvezdov
JSC Research Center of Construction
Russian Federation

Andrey I. Zvezdov, Dr. Sci. (Engineering), Professor, Deputy General Director for Academic Affairs

2nd Institutskaya str., 6, bld. 1, Moscow, 109428



V. P. Blazhko
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Vladimir P. Blazhko, Cand. Sci. (Engineering), Deputy Head, Center No. 21

2nd Institutskaya str., 6, bld. 5, Moscow, 109428



G. E. Grishin
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Grigoriy E. Grishin, engineer, Center No. 21

2nd Institutskaya str., 6, bld. 5, Moscow, 109428



G. I. Tikhonov
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Georgiy I. Tikhonov, engineer, Center No. 21

2nd Institutskaya str., 6, bld. 5, Moscow, 109428



References

1. Dyachkov V.V., Klimov D.E., Slyshenkov S.O. Application of mechanical joints of reinforcement of reinforced concrete structures. Moscow: A.A. Gvozdev NIIZhB; 2006 (in Russian).

2. Fé dé ration internationale du bé ton. Bond of reinforcement in concrete. State-of-art report. Lausanne, Switzerland: International Federation for Structural Concrete; 2000.

3. Mayer U. Zllm Einfluss der Oberflachengestalt von Ripptnstahlen fuf das Trag – und Verformungsverhalten vоn Stahlbetonbauteilen [Influence of the rib pattern of ribbed reinforcement on the structural behaviour of reinforced concrete members] [dissertation]. Universitat Stuttgart; 2001 (in German). http://doi.org/10.18419/opus-154

4. Bompa D.V., Elghazouli A.Y. Ductility Considerations for Mechanical Reinforcement Couplers. Structures. 2017;12:115–119. https://doi.org/10.1016/j.istruc.2017.08.007

5. Matkov N.G. Reinforcement joints of stretched and compressed reinforced concrete elements without welding and their calculation using deformation diagrams. In: Concrete at the turn of the Third Millennium: Materials of the 1st All–Russian Conference on Concrete and Reinforced Concrete, September 9–14, 2001, Moscow. Book 2. Sectional reports: Sections I–II. Moscow: Association “Zhelezobeton”; 2001. p. 955–963 (in Russian).


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For citations:


Tikhonov I.N., Zvezdov A.I., Blazhko V.P., Grishin G.E., Tikhonov G.I. Mechanical joints in rolled screw-threaded reinforcing bars. Bulletin of Science and Research Center of Construction. 2022;35(4):117-132. (In Russ.) https://doi.org/10.37538/2224-9494-2022-4(35)-117-132

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)