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REINFORCEMENT STRUCTURE AND REINFORCING METHOD FOR MASONRY STRUCTURE
To provide a reinforcement structure and a reinforcing method for a masonry structure capable of suppressing the influence to an appearance to the minimum without time and effort.SOLUTION: A reinforcement structure for reinforcing an existing masonry structure 10 made by stacking masonry materials 12, comprises a non-penetrating vertical hole 16 provided from a top portion 18 of the masonry structure 10 to the lower part of the masonry structure 10 or the inside of the foundation thereof, an enlarged-diameter hole 24 that is provided on the lower side or below the lower end of the vertical hole 16 and has a diameter that is larger than the hole diameter D1 of the vertical hole 16, a rod-like member 20 that is arranged so as to be inserted through the vertical hole 16 and acts as a tension member or a reinforcing member, a fixing plate 22 that is fixed to the lower end of the rod-like member 20 and arranged in the enlarged-diameter hole 24, and a solidifying member 30 that fills the enlarged-diameter hole 24 to embed the fixing plate 22.SELECTED DRAWING: Figure 1
【課題】手間をかけることなく、外観に与える影響を小さく抑えることのできる組積造構造物の補強構造および補強方法を提供する。【解決手段】組積材12を積み上げてなる既設の組積造構造物10を補強する構造であって、組積造構造物10の頂部18から組積造構造物10の下部またはその基礎の内部にかけて設けられた非貫通の鉛直孔16と、鉛直孔16の下部または下端よりも下側に設けられ、鉛直孔16の孔径D1よりも拡径した拡径孔24と、鉛直孔16に挿通配置され、緊張材または補強材として機能する棒状材20と、棒状材20の下端に定着され、拡径孔24に配置される定着板22と、拡径孔24に充填され、定着板22を埋設する固化材30とを備えるようにする。【選択図】図1
REINFORCEMENT STRUCTURE AND REINFORCING METHOD FOR MASONRY STRUCTURE
To provide a reinforcement structure and a reinforcing method for a masonry structure capable of suppressing the influence to an appearance to the minimum without time and effort.SOLUTION: A reinforcement structure for reinforcing an existing masonry structure 10 made by stacking masonry materials 12, comprises a non-penetrating vertical hole 16 provided from a top portion 18 of the masonry structure 10 to the lower part of the masonry structure 10 or the inside of the foundation thereof, an enlarged-diameter hole 24 that is provided on the lower side or below the lower end of the vertical hole 16 and has a diameter that is larger than the hole diameter D1 of the vertical hole 16, a rod-like member 20 that is arranged so as to be inserted through the vertical hole 16 and acts as a tension member or a reinforcing member, a fixing plate 22 that is fixed to the lower end of the rod-like member 20 and arranged in the enlarged-diameter hole 24, and a solidifying member 30 that fills the enlarged-diameter hole 24 to embed the fixing plate 22.SELECTED DRAWING: Figure 1
【課題】手間をかけることなく、外観に与える影響を小さく抑えることのできる組積造構造物の補強構造および補強方法を提供する。【解決手段】組積材12を積み上げてなる既設の組積造構造物10を補強する構造であって、組積造構造物10の頂部18から組積造構造物10の下部またはその基礎の内部にかけて設けられた非貫通の鉛直孔16と、鉛直孔16の下部または下端よりも下側に設けられ、鉛直孔16の孔径D1よりも拡径した拡径孔24と、鉛直孔16に挿通配置され、緊張材または補強材として機能する棒状材20と、棒状材20の下端に定着され、拡径孔24に配置される定着板22と、拡径孔24に充填され、定着板22を埋設する固化材30とを備えるようにする。【選択図】図1
REINFORCEMENT STRUCTURE AND REINFORCING METHOD FOR MASONRY STRUCTURE
組積造構造物の補強構造および補強方法
JINNO YASUO (Autor:in) / TANAKA EIJI (Autor:in)
18.06.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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