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EARTHQUAKE-RESISTANT REINFORCEMENT FRAME
PROBLEM TO BE SOLVED: To provide an earthquake-resistant reinforcement frame joined to the whole of a structural member along a column-beam frame.SOLUTION: An earthquake-resistant reinforcement frame 10 is an earthquake-resistant reinforcement frame for reinforcing an existing structure 30 having outer peripheral columns 12R and 12L, beams 14U and 14D and slabs 16U and 16D provided up to the outside of the outer peripheral columns 12R and 12L, and comprises a pair of vertical frame materials 18R and 18L for joining a side surface to the outer peripheral columns 12R and 12L, a horizontal member having a lower side horizontal frame material 20D provided under the slabs 16U and 16D, joining the vertical frame materials 18R and 18L of penetrating through an opening part 22 of notching the slabs 16U and 16D on both ends and joined to a connection member of overhanging from the lower side beam 14D and an upper side horizontal member 14U for joining the vertical frame materials 18R and 18L to both ends and joined to the connection member of overhanging from the upper side beam 14U and a frame body 32 formed in a rectangular shape by the vertical frame materials 18R and 18L and the horizontal member and restraining deformation of the existing structure 30.SELECTED DRAWING: Figure 1
【課題】柱梁架構に沿って構造部材の全てと接合される耐震補強フレームを提供する。【解決手段】耐震補強フレーム１０は外周柱１２Ｒ、１２Ｌと、梁１４Ｕ、１４Ｄと、外周柱１２Ｒ、１２Ｌの外側まで設けられたスラブ１６Ｕ、１６Ｄと、を備えた既存構造物３０を補強する耐震補強フレームであって、外周柱１２Ｒ、１２Ｌに側面が接合された一対の縦枠材１８Ｒ、１８Ｌと、スラブ１６Ｕ、１６Ｄの下に設けられ、両端にスラブ１６Ｕ、１６Ｄを切り欠いた開口部２２を貫通した縦枠材１８Ｒ，１８Ｌが接合されると共に、下側の梁１４Ｄから張り出した連結部材に接合された下側横枠材２０Ｄと、両端に縦枠材１８Ｒ、１８Ｌが接合されると共に上側の梁１４Ｕから張り出した連結部材に接合された上側横部材１４Ｕと、を有する横部材と、縦枠材１８Ｒ、１８Ｌと横部材で矩形状に形成され、既存構造物３０の変形を抑制する枠体３２と、を有している。【選択図】図１
EARTHQUAKE-RESISTANT REINFORCEMENT FRAME
PROBLEM TO BE SOLVED: To provide an earthquake-resistant reinforcement frame joined to the whole of a structural member along a column-beam frame.SOLUTION: An earthquake-resistant reinforcement frame 10 is an earthquake-resistant reinforcement frame for reinforcing an existing structure 30 having outer peripheral columns 12R and 12L, beams 14U and 14D and slabs 16U and 16D provided up to the outside of the outer peripheral columns 12R and 12L, and comprises a pair of vertical frame materials 18R and 18L for joining a side surface to the outer peripheral columns 12R and 12L, a horizontal member having a lower side horizontal frame material 20D provided under the slabs 16U and 16D, joining the vertical frame materials 18R and 18L of penetrating through an opening part 22 of notching the slabs 16U and 16D on both ends and joined to a connection member of overhanging from the lower side beam 14D and an upper side horizontal member 14U for joining the vertical frame materials 18R and 18L to both ends and joined to the connection member of overhanging from the upper side beam 14U and a frame body 32 formed in a rectangular shape by the vertical frame materials 18R and 18L and the horizontal member and restraining deformation of the existing structure 30.SELECTED DRAWING: Figure 1
【課題】柱梁架構に沿って構造部材の全てと接合される耐震補強フレームを提供する。【解決手段】耐震補強フレーム１０は外周柱１２Ｒ、１２Ｌと、梁１４Ｕ、１４Ｄと、外周柱１２Ｒ、１２Ｌの外側まで設けられたスラブ１６Ｕ、１６Ｄと、を備えた既存構造物３０を補強する耐震補強フレームであって、外周柱１２Ｒ、１２Ｌに側面が接合された一対の縦枠材１８Ｒ、１８Ｌと、スラブ１６Ｕ、１６Ｄの下に設けられ、両端にスラブ１６Ｕ、１６Ｄを切り欠いた開口部２２を貫通した縦枠材１８Ｒ，１８Ｌが接合されると共に、下側の梁１４Ｄから張り出した連結部材に接合された下側横枠材２０Ｄと、両端に縦枠材１８Ｒ、１８Ｌが接合されると共に上側の梁１４Ｕから張り出した連結部材に接合された上側横部材１４Ｕと、を有する横部材と、縦枠材１８Ｒ、１８Ｌと横部材で矩形状に形成され、既存構造物３０の変形を抑制する枠体３２と、を有している。【選択図】図１
EARTHQUAKE-RESISTANT REINFORCEMENT FRAME
耐震補強フレーム
OHORI FUTOSHI (author) / HIRAKAWA YASUAKI (author) / TANAKA HIROOMI (author)
2016-05-12
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
| European Patent Office | 2021