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A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM JOINT STRUCTURE, AND COLUMN-BEAM JOINT METHOD
To improve rigidity and bearing force.SOLUTION: In a column-beam joint structure in which a column and a beam are joined, the column includes a first column wooden plate material and a second column wooden plate material, the beam includes a first beam wooden plate material and a second beam wooden plate material, the first beam wooden plate material is divided into a left beam wooden plate material and a right beam wooden plate material by the first column wooden plate material, and the second column wooden plate material is divided into an upper column wooden plate material and a lower column wooden plate material. The column-beam joint structure comprises: a pair of beam upper face reinforcement face materials which are provided on an upper face of the left beam wooden plate material and the second beam wooden plate material and on an upper face of the right beam wooden plate material and the second beam wooden plate material, and at least a part of which is respectively disposed between the upper column wooden plate material and the second beam wooden plate material; and a pair of beam lower face reinforcement face materials which are provided on a lower face of the left beam wooden plate material and the second beam wooden plate material and on a lower face of the right beam wooden plate material and the second beam wooden plate material, and at least a part of which is respectively disposed between the lower column wooden plate material and the second beam wooden plate material.SELECTED DRAWING: Figure 3
【課題】剛性及び耐力の向上を図る。【解決手段】柱と梁とが接合されている柱梁接合構造であって、柱は、第１柱木質板材と、第２柱木質板材と、を有し、梁は、第１梁木質板材と、第２梁木質板材と、を有し、第１梁木質板材は、第１柱木質板材により左梁木質板材と右梁木質板材とに分断されており、第２柱木質板材は、第２梁木質板材により上柱木質板材と下柱木質板材とに分断されており、左梁木質板材及び第２梁木質板材の上面と、右梁木質板材及び第２梁木質板材の上面とに設けられた一対の梁上面補強面材であって、それぞれ、少なくとも一部が上柱木質板材と第２梁木質板材との間に配置された一対の梁上面補強面材と、左梁木質板材及び第２梁木質板材の下面と、右梁木質板材及び第２梁木質板材の下面とに設けられた一対の梁下面補強面材であって、それぞれ、少なくとも一部が下柱木質板材と第２梁木質板材との間に配置された一対の梁下面補強面材と、を備える。【選択図】図３
COLUMN-BEAM JOINT STRUCTURE, AND COLUMN-BEAM JOINT METHOD
To improve rigidity and bearing force.SOLUTION: In a column-beam joint structure in which a column and a beam are joined, the column includes a first column wooden plate material and a second column wooden plate material, the beam includes a first beam wooden plate material and a second beam wooden plate material, the first beam wooden plate material is divided into a left beam wooden plate material and a right beam wooden plate material by the first column wooden plate material, and the second column wooden plate material is divided into an upper column wooden plate material and a lower column wooden plate material. The column-beam joint structure comprises: a pair of beam upper face reinforcement face materials which are provided on an upper face of the left beam wooden plate material and the second beam wooden plate material and on an upper face of the right beam wooden plate material and the second beam wooden plate material, and at least a part of which is respectively disposed between the upper column wooden plate material and the second beam wooden plate material; and a pair of beam lower face reinforcement face materials which are provided on a lower face of the left beam wooden plate material and the second beam wooden plate material and on a lower face of the right beam wooden plate material and the second beam wooden plate material, and at least a part of which is respectively disposed between the lower column wooden plate material and the second beam wooden plate material.SELECTED DRAWING: Figure 3
【課題】剛性及び耐力の向上を図る。【解決手段】柱と梁とが接合されている柱梁接合構造であって、柱は、第１柱木質板材と、第２柱木質板材と、を有し、梁は、第１梁木質板材と、第２梁木質板材と、を有し、第１梁木質板材は、第１柱木質板材により左梁木質板材と右梁木質板材とに分断されており、第２柱木質板材は、第２梁木質板材により上柱木質板材と下柱木質板材とに分断されており、左梁木質板材及び第２梁木質板材の上面と、右梁木質板材及び第２梁木質板材の上面とに設けられた一対の梁上面補強面材であって、それぞれ、少なくとも一部が上柱木質板材と第２梁木質板材との間に配置された一対の梁上面補強面材と、左梁木質板材及び第２梁木質板材の下面と、右梁木質板材及び第２梁木質板材の下面とに設けられた一対の梁下面補強面材であって、それぞれ、少なくとも一部が下柱木質板材と第２梁木質板材との間に配置された一対の梁下面補強面材と、を備える。【選択図】図３
COLUMN-BEAM JOINT STRUCTURE, AND COLUMN-BEAM JOINT METHOD
柱梁接合構造及び柱梁接合方法
ENOMOTO HIROYUKI (author) / SADAHIRO MASAHARU (author) / TAMURA JUNTARO (author)
2021-02-15
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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