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RC WALL COLUMN USING HIGH-STRENGTH SHEARING REINFORCING BAR

机译:高强度剪力钢筋的RC墙柱

摘要

PROBLEM TO BE SOLVED: To enhance the ductility of a wall column by adding end part reinforcing shear reinforcing bar to the both ends parts in the column height direction of the wall column cross section of a shear reinforcing bar. ;SOLUTION: End part reinforcing shear reinforcing bars 12, 12 are employed as shear reinforcing bars 3 for he intermediate part 6 as well as a single outer circumferential bar 11. The end part reinforcing shear reinforcing bars 12 are so arranged as being overlapped into two layers in the same position as the outer circumferential bar 11 adjoining thereto. The column longitudinal direction of the end part reinforcing shear reinforcing bars 12 may be arranged in the same position as the outer circumferential bar 11 or in the intermediate position of the pitch of the outer circumferential bar. Core bars may be arranged in the inside of the end part reinforcing shear reinforcing bars 12 and the inside of the both end parts in the column height direction of the wall column cross section of the outer circumferential bar 11. The wall column height end part is thus partially reinforced so as to provide the approximately same reinforcing effects as the reinforcement of the whole cross section. This constitution can enhance the ductility of the wall column.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:通过在剪力增强筋的壁柱横截面的柱高方向的两端增加端部增强力增强筋来增强壁柱的延展性。 ;解决方案:端部加固抗剪钢筋12、12被用作中间部件6的剪切钢筋3以及单个外圆周钢筋11。端部加固抗剪钢筋12重叠布置成两个层在与邻接的外周杆11相同的位置。端部补强剪切钢筋12的柱长方向可以配置在与外周钢筋11相同的位置,也可以配置在外周钢筋的节距的中间位置。芯棒可以在外周棒11的壁柱横截面的柱高方向上布置在端部增强抗剪增强棒12的内部和两个端部的内部。从而部分地加固,从而提供与整个横截面的加固大致相同的加固效果。这种构造可以增强壁柱的延展性。;版权所有:(C)1999,JPO

著录项

  • 公开/公告号JPH1181451A

    专利类型

  • 公开/公告日1999-03-26

    原文格式PDF

  • 申请/专利权人 KAWATETSU TECHNO WIRE KK;

    申请/专利号JP19970246971

  • 发明设计人 KANASUGI HIDEKI;NAKAZAWA ATSUSHI;

    申请日1997-09-11

  • 分类号E04B1/16;E04B2/84;E04C3/34;

  • 国家 JP

  • 入库时间 2022-08-22 02:33:34

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