71 SC構造とRC構造との取合部強度に関する研究

概要

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When SC method is applied to a part of the construction, one of the most rational methods of connections is extending the rebars of RC to SC and building in those to it, in order to transmit loads between rebars and steel-plates through concrete and studs. In this paper, first, pull-out tests of the built-in rebars in SC were conducted. Second, in the case of 40*D length(D:the diameter of rebar) built-in rebars, we conducted the tests of connections between SC and RC with three types of loads, bending, out-of-plane shear and in-plane shear. As a result, in the case of over 30*D length built-in rebars, the yield of the rebars could be occurred before bond failure during pull-out tests, and rapid deterioration, for example, slip-out of the built-in rebars and so on, was not observed during the loading tests.
一般社団法人日本建築学会の論文
1997-03-20