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 STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure and a reinforcement method of a masonry structure which can appropriately fix a lower end of a tension material without digging a ground surface or with a small digging amount.SOLUTION: A reinforcement structure 10 of a masonry structure 12 has: a horizontal hole 20 formed in a side face of a masonry structure wall 18; a through hole 24 which is formed downward from a wall upper end 22 and communicates with the horizontal hole 20; a tension material fixation hole 26 which is formed below the through hole 24 and to extend further downward from the horizontal hole 20; and a tension material 28 extending from the wall upper end 22 to the tension material fixation hole 26. The tension material 28 has a lower end fixed to the structure in the tension material fixation hole 26 together with an anchor plate 32 with a filler, and has an upper portion fixed thereto in a state where a tension is applied thereto.SELECTED DRAWING: Figure 1
【課題】地面を掘削することなく、または少ない掘削量で緊張材の下端を適切に固定することのできる組積造の補強構造及び補強方法を提供する。【解決手段】組積造１２の補強構造１０は、組積造壁１８の側面に形成された横穴２０と、壁上端２２から下方に向かって形成されて横穴２０に連通する貫通孔２４と、貫通孔２４より下方で、横穴２０からさらに下方に向かって形成された緊張材固定穴２６と、壁上端２２から緊張材固定穴２６まで延在する緊張材２８とを有する。緊張材２８は、その下端が緊張材固定穴２６の中で定着板３２とともに充填剤により固定され、張力が付与された状態で、上方部分が固定されている。【選択図】図１
REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD OF MASONRY STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure and a reinforcement method of a masonry structure which can appropriately fix a lower end of a tension material without digging a ground surface or with a small digging amount.SOLUTION: A reinforcement structure 10 of a masonry structure 12 has: a horizontal hole 20 formed in a side face of a masonry structure wall 18; a through hole 24 which is formed downward from a wall upper end 22 and communicates with the horizontal hole 20; a tension material fixation hole 26 which is formed below the through hole 24 and to extend further downward from the horizontal hole 20; and a tension material 28 extending from the wall upper end 22 to the tension material fixation hole 26. The tension material 28 has a lower end fixed to the structure in the tension material fixation hole 26 together with an anchor plate 32 with a filler, and has an upper portion fixed thereto in a state where a tension is applied thereto.SELECTED DRAWING: Figure 1
【課題】地面を掘削することなく、または少ない掘削量で緊張材の下端を適切に固定することのできる組積造の補強構造及び補強方法を提供する。【解決手段】組積造１２の補強構造１０は、組積造壁１８の側面に形成された横穴２０と、壁上端２２から下方に向かって形成されて横穴２０に連通する貫通孔２４と、貫通孔２４より下方で、横穴２０からさらに下方に向かって形成された緊張材固定穴２６と、壁上端２２から緊張材固定穴２６まで延在する緊張材２８とを有する。緊張材２８は、その下端が緊張材固定穴２６の中で定着板３２とともに充填剤により固定され、張力が付与された状態で、上方部分が固定されている。【選択図】図１
REINFORCEMENT STRUCTURE AND REINFORCEMENT METHOD OF MASONRY STRUCTURE
組積造の補強構造及び補強方法
JINNO YASUO (author) / YAMANAKA SHOICHI (author) / NAKAJIMA TADAHIRO (author)
2018-11-15
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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