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STRUCTURE FOR REINFORCING STEEL-PIPE COLUMN
PROBLEM TO BE SOLVED: To provide a structure for reinforcing a steel-pipe column, which can facilitate securement of a work space for welding reinforcing means, while reinforcing the steel-pipe column.SOLUTION: A structure for reinforcing a steel-pipe column 10 comprises a reinforcing plate 40. The reinforcing plate 40 includes two reference lines L1 and L2 parallel to the shaft center of the steel-pipe column 10, that is to say, the two reference lines L1 and L2 positioned on an inner peripheral surface of the steel-pipe column 10. The reinforcing plate 40 is arranged on virtual object surfaces S1 and S2 not including the shaft center C of the steel-pipe column 10. The reinforcing plate has both its ends connected to the inner peripheral surface of the steel-pipe column 10.SELECTED DRAWING: Figure 2
【課題】鋼管柱を補強しつつ、補強手段を溶接するための作業空間の確保を容易とする事が可能な、鋼管柱の補強構造を提供する事。【解決手段】鋼管柱10の補強構造は、鋼管柱10の軸心と並行な2つの基準線L1、L2であり、鋼管柱10の内周面上に位置する2つの基準線L1、L2を含み、かつ鋼管柱10の軸心Cを含まない仮想の対象面S1、S2上に配置された補強プレート40であって、補強プレート40の両端が鋼管柱10の内周面に接続された補強プレート40を備える。【選択図】図2
STRUCTURE FOR REINFORCING STEEL-PIPE COLUMN
PROBLEM TO BE SOLVED: To provide a structure for reinforcing a steel-pipe column, which can facilitate securement of a work space for welding reinforcing means, while reinforcing the steel-pipe column.SOLUTION: A structure for reinforcing a steel-pipe column 10 comprises a reinforcing plate 40. The reinforcing plate 40 includes two reference lines L1 and L2 parallel to the shaft center of the steel-pipe column 10, that is to say, the two reference lines L1 and L2 positioned on an inner peripheral surface of the steel-pipe column 10. The reinforcing plate 40 is arranged on virtual object surfaces S1 and S2 not including the shaft center C of the steel-pipe column 10. The reinforcing plate has both its ends connected to the inner peripheral surface of the steel-pipe column 10.SELECTED DRAWING: Figure 2
【課題】鋼管柱を補強しつつ、補強手段を溶接するための作業空間の確保を容易とする事が可能な、鋼管柱の補強構造を提供する事。【解決手段】鋼管柱10の補強構造は、鋼管柱10の軸心と並行な2つの基準線L1、L2であり、鋼管柱10の内周面上に位置する2つの基準線L1、L2を含み、かつ鋼管柱10の軸心Cを含まない仮想の対象面S1、S2上に配置された補強プレート40であって、補強プレート40の両端が鋼管柱10の内周面に接続された補強プレート40を備える。【選択図】図2
STRUCTURE FOR REINFORCING STEEL-PIPE COLUMN
鋼管柱の補強構造
YAMAZAKI KENJI (author) / USAMI TORU (author) / ONO YOSHINOBU (author) / HIRAKAWA YASUAKI (author) / SABURI KAZUHIRO (author) / YAMASHITA YASUHIKO (author) / KUSHIMA SOICHIRO (author) / KAWAKAMI TAKUMA (author) / NISHIMURA AKIRA (author)
2017-04-20
Patent
Electronic Resource
Japanese
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