A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCING METHOD AND REINFORCING STRUCTURE OF MASONRY STRUCTURE
To provide a reinforcing method and a reinforcing structure of a masonry structure capable of reducing the amount of excavation and minimizing the influence on the appearance.SOLUTION: A reinforcing method of a masonry structure includes a step of providing a vertical hole 16 for inserting and arranging a tendon 22 (rod-like member) into the interior of a masonry structure 10 in the vertical direction, a step of providing a horizontal groove 20 leading from the surface of a joint 14 to the vertical hole 16 in the lateral joint 14 of the masonry structure 10 near the height position corresponding to the lower end of the tendon 22 and above the lower end of the tendon 22, a step of inserting and arranging the tendon 22 into the vertical hole 16 while inserting and arranging a fixing plate 28 into the horizontal groove 20, a step of fixing the lower end of the tendon 22 to the fixing plate 28 in the horizontal groove 20, and a step of applying tension force to the tendon 22 with the lower end of the tendon 22 as the fixed end and the upper end as the tension end to apply a vertical compressive force to the masonry structure 10.SELECTED DRAWING: Figure 5
【課題】掘削量が少なくて済み、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方法および補強構造を提供する。【解決手段】組積造構造物１０の内部に、緊張材２２（棒状材）を鉛直方向に挿通配置するための縦孔１６を設けるステップと、緊張材２２の下端に対応する高さ位置近傍であって緊張材２２の下端よりも上における組積造構造物１０の横方向の目地１４に、目地１４の表面から縦孔１６に通じる横溝２０を設けるステップと、縦孔１６に緊張材２２を挿通配置する一方で、横溝２０に定着板２８を挿通配置するステップと、緊張材２２の下端を横溝２０内の定着板２８に定着するステップと、緊張材２２の下端を固定端、上端を緊張端として緊張材２２に緊張力を付与して組積造構造物１０に上下方向の圧縮力を作用させるステップとを備えるようにする。【選択図】図５
REINFORCING METHOD AND REINFORCING STRUCTURE OF MASONRY STRUCTURE
To provide a reinforcing method and a reinforcing structure of a masonry structure capable of reducing the amount of excavation and minimizing the influence on the appearance.SOLUTION: A reinforcing method of a masonry structure includes a step of providing a vertical hole 16 for inserting and arranging a tendon 22 (rod-like member) into the interior of a masonry structure 10 in the vertical direction, a step of providing a horizontal groove 20 leading from the surface of a joint 14 to the vertical hole 16 in the lateral joint 14 of the masonry structure 10 near the height position corresponding to the lower end of the tendon 22 and above the lower end of the tendon 22, a step of inserting and arranging the tendon 22 into the vertical hole 16 while inserting and arranging a fixing plate 28 into the horizontal groove 20, a step of fixing the lower end of the tendon 22 to the fixing plate 28 in the horizontal groove 20, and a step of applying tension force to the tendon 22 with the lower end of the tendon 22 as the fixed end and the upper end as the tension end to apply a vertical compressive force to the masonry structure 10.SELECTED DRAWING: Figure 5
【課題】掘削量が少なくて済み、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方法および補強構造を提供する。【解決手段】組積造構造物１０の内部に、緊張材２２（棒状材）を鉛直方向に挿通配置するための縦孔１６を設けるステップと、緊張材２２の下端に対応する高さ位置近傍であって緊張材２２の下端よりも上における組積造構造物１０の横方向の目地１４に、目地１４の表面から縦孔１６に通じる横溝２０を設けるステップと、縦孔１６に緊張材２２を挿通配置する一方で、横溝２０に定着板２８を挿通配置するステップと、緊張材２２の下端を横溝２０内の定着板２８に定着するステップと、緊張材２２の下端を固定端、上端を緊張端として緊張材２２に緊張力を付与して組積造構造物１０に上下方向の圧縮力を作用させるステップとを備えるようにする。【選択図】図５
REINFORCING METHOD AND REINFORCING STRUCTURE OF MASONRY STRUCTURE
組積造構造物の補強方法および補強構造
JINNO YASUO (author)
2019-06-06
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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