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CONCRETE REINFORCEMENT BAR WITH IRREGULARITY
To provide a concrete reinforcement bar to which adhesive stress between a concrete structure and itself and deflection tendency (elastic coefficient) are balanced.SOLUTION: A concrete reinforcement bar 10 comprises a wire 20 impregnated with resin 22 in a bundle of a plurality of continued carbon fibers 21, and covering materials 30A, 30B wound around a peripheral surface of the wire 20. Each of the covering materials 30A, 30B comprises a twisted structure produced by twisting a plurality of PET yarns 31. The PET yarns 31 are twisted in a twist angle range of 1.0 to 4.5°.SELECTED DRAWING: Figure 3
【課題】コンクリート構造物との間の付着応力度およびたわみやすさ(弾性係数)のバランスがとられたコンクリート補強筋を提供する。【解決手段】コンクリート補強筋10は,複数本の連続する炭素繊維21の束に樹脂22を含浸させた線材20,および上記線材20の外周面に巻き付けられた被覆材30A,300Bを備えている。被覆材30A,30Bは,それぞれが,複数本のPET糸31に撚りを加えた撚線構造を備えている。PET糸31は撚り角度1.0~4.5°の範囲で緩く撚られる。【選択図】図3
CONCRETE REINFORCEMENT BAR WITH IRREGULARITY
To provide a concrete reinforcement bar to which adhesive stress between a concrete structure and itself and deflection tendency (elastic coefficient) are balanced.SOLUTION: A concrete reinforcement bar 10 comprises a wire 20 impregnated with resin 22 in a bundle of a plurality of continued carbon fibers 21, and covering materials 30A, 30B wound around a peripheral surface of the wire 20. Each of the covering materials 30A, 30B comprises a twisted structure produced by twisting a plurality of PET yarns 31. The PET yarns 31 are twisted in a twist angle range of 1.0 to 4.5°.SELECTED DRAWING: Figure 3
【課題】コンクリート構造物との間の付着応力度およびたわみやすさ(弾性係数)のバランスがとられたコンクリート補強筋を提供する。【解決手段】コンクリート補強筋10は,複数本の連続する炭素繊維21の束に樹脂22を含浸させた線材20,および上記線材20の外周面に巻き付けられた被覆材30A,300Bを備えている。被覆材30A,30Bは,それぞれが,複数本のPET糸31に撚りを加えた撚線構造を備えている。PET糸31は撚り角度1.0~4.5°の範囲で緩く撚られる。【選択図】図3
CONCRETE REINFORCEMENT BAR WITH IRREGULARITY
凹凸を有するコンクリート補強筋
KODA EIJI (author) / KOIDE SHOJI (author) / ONO KENJI (author) / YAMAZAKI NOBUHIRO (author)
2023-01-18
Patent
Electronic Resource
Japanese
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
IRREGULARITY CORRECTING TOOL AND IRREGULARITY CORRECTING METHOD
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