EXPERIMENTAL STUDY ON MECHANICAL ANCHORAGE USING CASTING METAL FOR BEAM-COLUMN JOINTS OF HIGH-RISE R/C FRAMES

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  • KATO Tomoyasu
    Structural and Aseismic Technology Groupe, Building Engineering Department, Kajima Technical Research Institute

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  • 鋳物製定着金物を用いた高層RC柱・梁接合部の機械式定着法に関する実験研究
  • イモノセイ テイチャク カナモノ オ モチイタ コウソウ RC ハシラ ハリセツゴウブ ノ キカイシキ テイチャクホウ ニ カンスル ジッケン ケンキュウ

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Abstract

The author have developed a plate-type mechanical anchorage system attached to a screw rebar end, aiming at rational rebar arrangement. This system was applied to the mechanical anchorage of beam longitudinal rebars in the exterior beam-column joints of high-rise R/C buildings. To establish the practical applicability of this anchorage system and confirm the basic characteristics of the anchorage mechanism, four series of experiments, I〜IV, were conducted. Based on the results, a mechanical anchorage design method was proposed.

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