A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT STRUCTURE OF MASONRY STRUCTURE
To provide a reinforcement structure of a masonry structure which is suitable for reinforcing a masonry structure.SOLUTION: In a reinforcement structure 100 of a masonry structure in which a reinforcement member 10 is installed in a through hole 2 formed on a masonry structure 1, because a buffer material 12 of the reinforcement material 10 is internally connected to a porous wall of the through hole 2, for example, even when the masonry structure 1 and the reinforcement member 10 integrally behave in earthquake, a stress generated on the masonry structure 1 can be suppressed by the buffer material 12 interposed between a steel bar 11 and the masonry structure 1. The reinforcement structure 100 of the masonry structure can reduce the stress generated on the masonry structure 1 in earthquake and hardly causes collapse of stone masonry and brick masonry, which can reduce collapse of the masonry structure 1. Thus, the reinforcement structure 100 of the masonry structure is suitable for reinforcing the masonry structure 1 such as stone masonry and brick masonry.SELECTED DRAWING: Figure 1
【課題】組積造構造物を補強するのに適した組積造構造物の補強構造を実現する。【解決手段】組積造構造物１に形成された貫通孔２内に補強部材１０が設置されてなる組積造構造物の補強構造１００においては、補強部材１０の緩衝材１２が貫通孔２の孔壁に内接しているので、例えば、地震時に組積造構造物１と補強部材１０が一体となって挙動するようになっても、鋼棒１１と組積造構造物１の間に介装されている緩衝材１２によって、組積造構造物１に発生する応力を抑制することができる。つまり、この組積造構造物の補強構造１００であれば、地震時に組積造構造物１に発生する応力を小さくすることができ、石積みやレンガ積みが崩れ難くなるので、組積造構造物１が崩壊するのを低減することができる。このように、組積造構造物の補強構造１００は、石積みやレンガ積みなどの組積造構造物１を補強するのに適している。【選択図】図１
REINFORCEMENT STRUCTURE OF MASONRY STRUCTURE
To provide a reinforcement structure of a masonry structure which is suitable for reinforcing a masonry structure.SOLUTION: In a reinforcement structure 100 of a masonry structure in which a reinforcement member 10 is installed in a through hole 2 formed on a masonry structure 1, because a buffer material 12 of the reinforcement material 10 is internally connected to a porous wall of the through hole 2, for example, even when the masonry structure 1 and the reinforcement member 10 integrally behave in earthquake, a stress generated on the masonry structure 1 can be suppressed by the buffer material 12 interposed between a steel bar 11 and the masonry structure 1. The reinforcement structure 100 of the masonry structure can reduce the stress generated on the masonry structure 1 in earthquake and hardly causes collapse of stone masonry and brick masonry, which can reduce collapse of the masonry structure 1. Thus, the reinforcement structure 100 of the masonry structure is suitable for reinforcing the masonry structure 1 such as stone masonry and brick masonry.SELECTED DRAWING: Figure 1
【課題】組積造構造物を補強するのに適した組積造構造物の補強構造を実現する。【解決手段】組積造構造物１に形成された貫通孔２内に補強部材１０が設置されてなる組積造構造物の補強構造１００においては、補強部材１０の緩衝材１２が貫通孔２の孔壁に内接しているので、例えば、地震時に組積造構造物１と補強部材１０が一体となって挙動するようになっても、鋼棒１１と組積造構造物１の間に介装されている緩衝材１２によって、組積造構造物１に発生する応力を抑制することができる。つまり、この組積造構造物の補強構造１００であれば、地震時に組積造構造物１に発生する応力を小さくすることができ、石積みやレンガ積みが崩れ難くなるので、組積造構造物１が崩壊するのを低減することができる。このように、組積造構造物の補強構造１００は、石積みやレンガ積みなどの組積造構造物１を補強するのに適している。【選択図】図１
REINFORCEMENT STRUCTURE OF MASONRY STRUCTURE
組積造構造物の補強構造
OSATO TAKAYUKI (author) / TAKAHASHI SAKIKO (author) / FUJITA TAKESHI (author) / SAITO YUKI (author) / KOBAYASHI KAORU (author)
2019-02-07
Patent
Electronic Resource
Japanese
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