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A platform for research: civil engineering, architecture and urbanism
COLUMN REINFORCEMENT METHOD AND COLUMN REINFORCEMENT STRUCTURE
To make reinforcement easy by making handling of a member proper in a reinforcement of an existing column.SOLUTION: Anchors 40 are installed on a front face 12 of an existing column 10, and a reinforcing main reinforcement 50 is arranged. By piling up a plurality of sets each of which comprises a plurality of pieces A to F, a steel plate frame is formed to generate a prescribed space between itself and the front face 12 so as to surround the reinforcing main reinforcement 50. A grout material is injected into a space surrounded by the existing column 10 and the frame. An end portion of the reinforcing main reinforcement 50 is bent, and the bent tips are arranged along a beam connected with the existing column 10.SELECTED DRAWING: Figure 5
【課題】既存柱の補強における部材のハンドリングを良好にし、補強を容易にする。【解決手段】既存柱１０の前面１２にアンカー４０を打設したのち、補強主筋５０を配置する。複数のピースＡ〜Ｆを１セットとし、複数セットを積み上げることにより、補強主筋５０を囲うように、前面１２と所定の間隔が生じるように鋼板製の枠を形成する。既存柱１０と当該枠で囲まれた空間にグラウト材を注入する。補強主筋５０の端部は屈曲されており、屈曲した先は、既存柱１０に接続された梁に沿って配置される。【選択図】図５
COLUMN REINFORCEMENT METHOD AND COLUMN REINFORCEMENT STRUCTURE
To make reinforcement easy by making handling of a member proper in a reinforcement of an existing column.SOLUTION: Anchors 40 are installed on a front face 12 of an existing column 10, and a reinforcing main reinforcement 50 is arranged. By piling up a plurality of sets each of which comprises a plurality of pieces A to F, a steel plate frame is formed to generate a prescribed space between itself and the front face 12 so as to surround the reinforcing main reinforcement 50. A grout material is injected into a space surrounded by the existing column 10 and the frame. An end portion of the reinforcing main reinforcement 50 is bent, and the bent tips are arranged along a beam connected with the existing column 10.SELECTED DRAWING: Figure 5
【課題】既存柱の補強における部材のハンドリングを良好にし、補強を容易にする。【解決手段】既存柱１０の前面１２にアンカー４０を打設したのち、補強主筋５０を配置する。複数のピースＡ〜Ｆを１セットとし、複数セットを積み上げることにより、補強主筋５０を囲うように、前面１２と所定の間隔が生じるように鋼板製の枠を形成する。既存柱１０と当該枠で囲まれた空間にグラウト材を注入する。補強主筋５０の端部は屈曲されており、屈曲した先は、既存柱１０に接続された梁に沿って配置される。【選択図】図５
COLUMN REINFORCEMENT METHOD AND COLUMN REINFORCEMENT STRUCTURE
柱補強方法および柱補強構造
TANIGUCHI HIDEKI (author)
2020-02-27
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
COLUMN REINFORCEMENT METHOD AND COLUMN REINFORCEMENT STRUCTURE
| European Patent Office | 2017
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EXISTING COLUMN REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD
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