AbstractAbout AuthorsReferences
Due to the significant advantages of the structural, technological and economic nature of the pipe-concrete columns (PCC) have good prospects for wide application in the practice of construction. Pipe-concrete columns have high strength and rigidity with relatively small cross-sectional dimensions, economical, reliable in operation. However, their wide practical application constrains the difficulty of ensuring sufficient adhesion between the concrete core and the steel shell in places of transfer of loads to the column from the floors. The authors propose a method of improving the design of pipe-concrete column by use of self-compacting self-stressing concrete for concrete core, making it possible to increase the strength of contact between the concrete core and steel shell and to provide high-quality concreting of columns.
E.A. TROSHKINA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
D.D. KHAMIDULINA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
S.A. NEKRASOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
D.D. KHAMIDULINA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
S.A. NEKRASOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
Nosov Magnitogorsk State Technical University (38, Lenin Avenue, Magnitogorsk, 455000, Russian Federation)
1. Garanzha I.M., Shchukina L.S. Self-compacting concrete as the basis of metal composite structures. Integration, partnership and innovation in construction science and education. Collection of international scientific conference proceedings. Moscow State University of Civil Engineering. 2017, pp. 244–251. (In Russian).
2. Penkina E.V., Plotnikov A.I. To the question of the use of concrete filled steel tube columns in multistoried and high-rise buildings. Scientific progress – creativity of young people. International Youth Scientific Conference on Natural Sciences and Technical Disciplines: proceedings and reports: in 3 parts. Yoshkar-Ola. Volga State Technological University. 2013, pp. 121–123. (In Russian).
3. Nurullina A.D., Kirillova E.D., Vorobieva A.O. Efficiency of application of concrete filled steel tube columns and steel columns as vertical load-bearing elements of high-rise buildings. Molodoi uchenyi. 2016. No. 21 (125), pp. 186–195. (In Russian).
4. Nishiyama I., Morino S., Sakino K., Nakahara H. Summary of research on concrete-filled structural steel tube column system carried out under the US-JAPAN cooperative research program on composite and hybrid structures. Japan. BRI Research Paper No. 147, 176 p. https://www.kenken.go.jp/english/contents/publications/paper/pdf/147.pdf
5. Krishan A.L., Krishan M.A., Sabirov R.R. Prospects for the use of concrete filled steel tube columns at construction sites in Russia. Bulletin of the Nosov Magnitogorsk State Technical University. 2014. No. 1 (45), pp. 137–140. (In Russian).
6. Strokova V.V., Molchanov A.O., Nelyubova V.V. Self-compacting concrete: advantages and prospects of application in construction. Resursoenergoeffektivnye tekhnologii v stroitel’nom komplekse regiona. 2015. No. 5, pp. 164–167. (In Russian).
7. Duvanova I.A., Salmanov I.D. Concrete filled steel tube columns in the construction of high-rise buildings and structures. Stroitel’stvo unikal’nykh zdanii i sooruzhenii. 2014. No. 6 (21), pp. 89–103. (In Russian).
8. Michel J. Gebman, Scott A. Ashford, Jose I. Restrepo. Axial force transfer mechanisms within cast-in-steel-shell piles. Final report submitted to the california department of transportation under contract No. 59A0337. Department of structural engineering university of California. San Diego La Jolla, California, 2006. 331 p.
9. Tomii M., Yoshimura K., Morishita Y.A Method of improving bond strength between steel tube and concrete core cast in circular steel tubular columns. Transactions of the Japan Concrete Institute. 1980. Vol. 2, pp. 319–326.
10. Krishan A.L., Rimshin V.I., Sagadatov A.I. The contact strength of the concrete core and the steel shell of compressed concrete filled steel tube elements. BST. 2016. No. 6, pp. 13–21. (In Russian).
11. Kaprielov S.S., Sheinfeld A.V., Kardumyan G.S., Chilin I.A. About selection of compositions of high-quality concretes with organic-mineral modifiers. Stroitel’nye Materialy [Construction Materials]. 2017. No. 12, pp. 58–63. DOI: https://doi.org/10.31659/0585-430X-2017-755-12-58-63. (In Russian).
12. Rezvan I.V. Self-compacting high-strength self-stressing concrete for concrete filled steel tube columns. Stroitel’nye Materialy [Construction Materials]. 2012. No. 6, pp. 60–62. (In Russian).
13. Kaprielov S.S., Sheinfel’d A.V., Kardumyan G.S., Dondukov V.G. Modified high-strength fine-grained concrete with improved deformation characteristics. Beton i zhelezobeton. 2006. No. 2, pp. 2–6. (In Russian).
14. Khamidulina D.D., Nekrasova S.A. Fractals in the construction material science. IOP Conference Series: Materials Science and Engineering electronic edition. 2018. Р. 012026. DOI: 10.1088/1757-899X/451/1/012026
2. Penkina E.V., Plotnikov A.I. To the question of the use of concrete filled steel tube columns in multistoried and high-rise buildings. Scientific progress – creativity of young people. International Youth Scientific Conference on Natural Sciences and Technical Disciplines: proceedings and reports: in 3 parts. Yoshkar-Ola. Volga State Technological University. 2013, pp. 121–123. (In Russian).
3. Nurullina A.D., Kirillova E.D., Vorobieva A.O. Efficiency of application of concrete filled steel tube columns and steel columns as vertical load-bearing elements of high-rise buildings. Molodoi uchenyi. 2016. No. 21 (125), pp. 186–195. (In Russian).
4. Nishiyama I., Morino S., Sakino K., Nakahara H. Summary of research on concrete-filled structural steel tube column system carried out under the US-JAPAN cooperative research program on composite and hybrid structures. Japan. BRI Research Paper No. 147, 176 p. https://www.kenken.go.jp/english/contents/publications/paper/pdf/147.pdf
5. Krishan A.L., Krishan M.A., Sabirov R.R. Prospects for the use of concrete filled steel tube columns at construction sites in Russia. Bulletin of the Nosov Magnitogorsk State Technical University. 2014. No. 1 (45), pp. 137–140. (In Russian).
6. Strokova V.V., Molchanov A.O., Nelyubova V.V. Self-compacting concrete: advantages and prospects of application in construction. Resursoenergoeffektivnye tekhnologii v stroitel’nom komplekse regiona. 2015. No. 5, pp. 164–167. (In Russian).
7. Duvanova I.A., Salmanov I.D. Concrete filled steel tube columns in the construction of high-rise buildings and structures. Stroitel’stvo unikal’nykh zdanii i sooruzhenii. 2014. No. 6 (21), pp. 89–103. (In Russian).
8. Michel J. Gebman, Scott A. Ashford, Jose I. Restrepo. Axial force transfer mechanisms within cast-in-steel-shell piles. Final report submitted to the california department of transportation under contract No. 59A0337. Department of structural engineering university of California. San Diego La Jolla, California, 2006. 331 p.
9. Tomii M., Yoshimura K., Morishita Y.A Method of improving bond strength between steel tube and concrete core cast in circular steel tubular columns. Transactions of the Japan Concrete Institute. 1980. Vol. 2, pp. 319–326.
10. Krishan A.L., Rimshin V.I., Sagadatov A.I. The contact strength of the concrete core and the steel shell of compressed concrete filled steel tube elements. BST. 2016. No. 6, pp. 13–21. (In Russian).
11. Kaprielov S.S., Sheinfeld A.V., Kardumyan G.S., Chilin I.A. About selection of compositions of high-quality concretes with organic-mineral modifiers. Stroitel’nye Materialy [Construction Materials]. 2017. No. 12, pp. 58–63. DOI: https://doi.org/10.31659/0585-430X-2017-755-12-58-63. (In Russian).
12. Rezvan I.V. Self-compacting high-strength self-stressing concrete for concrete filled steel tube columns. Stroitel’nye Materialy [Construction Materials]. 2012. No. 6, pp. 60–62. (In Russian).
13. Kaprielov S.S., Sheinfel’d A.V., Kardumyan G.S., Dondukov V.G. Modified high-strength fine-grained concrete with improved deformation characteristics. Beton i zhelezobeton. 2006. No. 2, pp. 2–6. (In Russian).
14. Khamidulina D.D., Nekrasova S.A. Fractals in the construction material science. IOP Conference Series: Materials Science and Engineering electronic edition. 2018. Р. 012026. DOI: 10.1088/1757-899X/451/1/012026
For citation: Troshkina E.A., Khamidulina D.D., Nekrasova S.A. Development of self-compacting, self-stressing concrete for pipe-concrete columns. Stroitel’nye Materialy [Construction Materials]. 2019. No. 11, pp. 50–54. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2019-776-11-50-54