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EARTHQUAKE STRENGTHENING METHOD
PROBLEM TO BE SOLVED: To provide an earthquake strengthening method capable of easily achieving both shortening of a construction period and an increase in working efficiency.SOLUTION: In an earthquake strengthening method, an existing frame 3 is strengthened by a concrete additionally-placed beam for an existing beam 3b, and a reinforcing frame 7 integrally and continuously provided below the additionally-placed beam. The reinforcing frame 7 is installed in a predetermined position before formation of the additionally-placed beam, and the additionally-placed beam is formed by using the precedently-installed reinforcing frame 7 as timbering.
【課題】工期短縮も作業能率の向上も図り易い耐震補強方法を提供する。【解決手段】既存梁3bに対するコンクリート製の増し打ち梁と、該増し打ち梁の下方に一体に連設された補強フレーム7とで既存架構3を補強する耐震補強方法であって、増し打ち梁の形成に先立って補強フレーム7を所定位置に設置し、この先行設置した補強フレーム7を支保工にして増し打ち梁を形成する。【選択図】図6
EARTHQUAKE STRENGTHENING METHOD
PROBLEM TO BE SOLVED: To provide an earthquake strengthening method capable of easily achieving both shortening of a construction period and an increase in working efficiency.SOLUTION: In an earthquake strengthening method, an existing frame 3 is strengthened by a concrete additionally-placed beam for an existing beam 3b, and a reinforcing frame 7 integrally and continuously provided below the additionally-placed beam. The reinforcing frame 7 is installed in a predetermined position before formation of the additionally-placed beam, and the additionally-placed beam is formed by using the precedently-installed reinforcing frame 7 as timbering.
【課題】工期短縮も作業能率の向上も図り易い耐震補強方法を提供する。【解決手段】既存梁3bに対するコンクリート製の増し打ち梁と、該増し打ち梁の下方に一体に連設された補強フレーム7とで既存架構3を補強する耐震補強方法であって、増し打ち梁の形成に先立って補強フレーム7を所定位置に設置し、この先行設置した補強フレーム7を支保工にして増し打ち梁を形成する。【選択図】図6
EARTHQUAKE STRENGTHENING METHOD
耐震補強方法
YOSHIOKA TAKAHIRO (Autor:in) / SUGINO YOSHIAKI (Autor:in) / GOKAN DAISUKE (Autor:in) / IGUCHI YUZO (Autor:in)
06.07.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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