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Some explanatory/commentary notes on reinforced concrete detailing in accordance with the Code of Practice for Structural Use of Concrete 2004

机译:根据2004年混凝土结构使用规范,对钢筋混凝土细部的一些解释性注释

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摘要

A general review on the requirements of reinforced concrete detailing of a number of items by the Code of Practice for Structural Use of Concrete 2004 has been conducted, with discussions on the underlying principles together with comparisons with other reputable national and international codes of practice. These items include (1) omission of bends and hooks in compression anchorages; (2) limitations of laps of bars in a single section; (3) transverse reinforcements in lap zones; (4) transverse reinforcement for torsion; (5) use of 135° hooks; (6) maximum tension reinforcements in beams; (7) maximum diameter of column reinforcing bars passing through beams when columns are designed to develop plastic hinges in the end regions; (8) the "middle quarter rule" for main reinforcement lapping in columns; and (9) densified transverse reinforcements in columns at end regions. The adequacy and necessity of the detailing requirements and difficulties in fixing are discussed, together with proposal of alternatives as appropriate.
机译:已对2004年《混凝土结构使用实践准则》对钢筋混凝土细部的要求进行了总体审查,并讨论了基本原理,并与其他著名的国家和国际实践准则进行了比较。这些项目包括:(1)压缩锚固处省略弯头和弯钩; (2)在单个截面中对钢筋圈的限制; (3)搭接区的横向钢筋; (4)横向加强扭转; (5)使用135°弯钩; (6)梁的最大抗拉强度; (7)当立柱设计成在末端区域形成塑料铰链时,穿过横梁的立柱钢筋的最大直径; (八)栏目主筋搭接的《中部规则》; (9)端部区域的柱中的致密横向钢筋。讨论了详细要求的充分性和必要性以及固定方面的困难,并酌情提出了替代方案。

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