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A technicoeconomic evaluation of welding methods used to assemble bar reinforcement 40–80 mm in diameter

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. G. I. Evstratov, “Comparison of methods employed to butt weld reinforcement during the assembly of reinforced-concrete structures,” Promyshlennoe Stroitel., No. 3 (1966).

  2. A. Ya. Brodskii and O. V. Kuznechikov, “A composite molding device,” Author’s Certificate No. 197827 (USSR), Published in the bulletin “Otkrytiya. Izobreteniya, Promyshlennye Obraztsy. Tovarnye Znaki,” No. 13 (1967).

  3. V. I. Snezhko et al., The Economic Efficiency of New Welding Techniques [in Russian], Tekhnika, Kiev (1975).

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  4. Yu. A. Filipov and G. I. Evstratov, “Welding reinforcement during the construction of reinforced-concrete columns supporting the Cherepovets thermal electric power plant,” Promyshlennoe Stroitel., No. 11 (1969).

  5. V. V. Andreev, V. V. Vorob’ev, and B. T. Timofeev, “Studies of and experience gained with the introduction of semiautomatic molten-slag arcless electric welding of large-diameter reinforcement using steel forms,” Énergeticheskoe Stroitel., No. 12 (1967).

  6. A. A. Tikhomirov and Yu. V. Lizunov, “Experience gained with the use of semiautomatic welding during construction of the Saratov hydroelectric power station,” Gidrotekh. Stroitel., No. 5 (1966).

  7. A. Ya. Brodskii, Zh. M. Gimervert, and L. A. Glukhovskii, Strength of butt joints in vertical bar reinforcement formed by semiautomatic submerged-arc welding, Proceedings of the Kucherenko Central Scientific-Research Institute of Structural Parts, No. 40 (1975).

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Authors
  1. G. I. Evstratov
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 6, pp. 28–32, June, 1976.

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Evstratov, G.I. A technicoeconomic evaluation of welding methods used to assemble bar reinforcement 40–80 mm in diameter. Hydrotechnical Construction 10, 575–580 (1976). https://doi.org/10.1007/BF02399217

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