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首页> 外文期刊>日本建築学会构造系論文集 >Experimental Study on Bond Splitting Strength Of All Lap Splices Of Main Reinforcing Steel Bars Lapped In Beam Depth Way
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Experimental Study on Bond Splitting Strength Of All Lap Splices Of Main Reinforcing Steel Bars Lapped In Beam Depth Way

机译:梁深度搭接的主筋搭接接头断裂强度的试验研究

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摘要

many of previous studies regarding main reinforcing steel bars (rebars) lap splice describe the respective rebars as being lapped side by side (horizontal splicing). The case of lap splice in which the respective spliced rebars are lapped by placing one on top of the other (vertical splicing), as used in precast shell form system, etc., are still not too clear. In order to comprehend the bond splitting strength of vertical splicing, a pure bending test was conducted. The test parameters were the transverse reinforcement ratio and existence of inner supplementary tie.
机译:先前有关主钢筋搭接接头的许多研究都将各自的钢筋并排研磨(水平拼接)。如在预制壳模板系统等中所使用的那样,通过将一个接一个的叠放在一起的搭接搭接搭接搭接的搭接搭接的情况(垂直搭接),仍然不是很清楚。为了理解垂直拼接的粘结分裂强度,进行了纯弯曲试验。试验参数为横向配筋率和内部辅助扎带的存在。

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