A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD OF MASONRY CONSTRUCTION STRUCTURE
To provide a reinforcement structure and a reinforcement method of a masonry construction structure capable of improving earthquake-proof safety during construction.SOLUTION: A structure reinforcing an existing masonry construction structure 10 composed of stacked masonry materials 12 comprises: a plurality of vertical holes 16A, 16B respectively provided from tip portions 18 at different plane positions of the masonry construction structure 10 toward a lower part of the masonry construction structure 10 or an inside of its foundation; a rod-like reinforcement material 32 inserted into a prescribed vertical hole 16A to be disposed; a solidification material 28 filled in a gap between the reinforcement material 32 and the vertical hole 16A; and a rod-like tendon 20 which is inserted into the other vertical hole 16B to be disposed, which is applied with a tensioning force with its lower part as a fixed end and with its upper part as a tensioned end, and which applies a vertical compressive force to the masonry construction structure 10.SELECTED DRAWING: Figure 2
【課題】工事中の耐震安全性を向上することが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の異なる平面位置の頂部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それぞれ設けられた複数の鉛直孔１６Ａ、１６Ｂと、所定の鉛直孔１６Ａに挿通配置される棒状の補強材３２と、補強材３２と鉛直孔１６Ａとの間の隙間に充填される固化材２８と、他の鉛直孔１６Ｂに挿通配置されるとともに下部を固定端、上部を緊張端として緊張力を付与されて組積造構造物１０に上下方向の圧縮力を作用させる棒状の緊張材２０とを備えるようにする。【選択図】図２
REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD OF MASONRY CONSTRUCTION STRUCTURE
To provide a reinforcement structure and a reinforcement method of a masonry construction structure capable of improving earthquake-proof safety during construction.SOLUTION: A structure reinforcing an existing masonry construction structure 10 composed of stacked masonry materials 12 comprises: a plurality of vertical holes 16A, 16B respectively provided from tip portions 18 at different plane positions of the masonry construction structure 10 toward a lower part of the masonry construction structure 10 or an inside of its foundation; a rod-like reinforcement material 32 inserted into a prescribed vertical hole 16A to be disposed; a solidification material 28 filled in a gap between the reinforcement material 32 and the vertical hole 16A; and a rod-like tendon 20 which is inserted into the other vertical hole 16B to be disposed, which is applied with a tensioning force with its lower part as a fixed end and with its upper part as a tensioned end, and which applies a vertical compressive force to the masonry construction structure 10.SELECTED DRAWING: Figure 2
【課題】工事中の耐震安全性を向上することが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の異なる平面位置の頂部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それぞれ設けられた複数の鉛直孔１６Ａ、１６Ｂと、所定の鉛直孔１６Ａに挿通配置される棒状の補強材３２と、補強材３２と鉛直孔１６Ａとの間の隙間に充填される固化材２８と、他の鉛直孔１６Ｂに挿通配置されるとともに下部を固定端、上部を緊張端として緊張力を付与されて組積造構造物１０に上下方向の圧縮力を作用させる棒状の緊張材２０とを備えるようにする。【選択図】図２
REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD OF MASONRY CONSTRUCTION STRUCTURE
組積造構造物の補強構造および補強方法
MOROHOSHI MASAHIKO (author) / HIRAFUKI MASAHIRO (author) / SUZUKI CHIHIRO (author)
2021-02-15
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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