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A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM JOINT STRUCTURE AND COLUMN-BEAM JOINT METHOD
To provide a column-beam joint structure with high strength and rigidity at a joint part.SOLUTION: A column-beam joint structure joints a column and a beam, wherein the column comprises: a column inside wood plate of which a fiber direction is along a longitudinal direction; and a pair of column outside wood plates clamping the column inside wood plate from both sides, of which fiber directions are along a longitudinal direction, and wherein the beam comprises: a beam inside wood plate of which a fiber direction is along a longitudinal direction; and a pair of beam outside wood plates clamping the beam inside wood plate from both sides, of which fiber directions are along a height direction intersected to the longitudinal direction. The pair of column outside wood plates has concave parts sunken in a width direction intersected to a longitudinal direction of the column respectively, while the pair of the beam outside wood plates has a pair of outside projecting parts projecting in a longitudinal direction of the beam further than the beam inside wood plate. The pair of the outside projecting parts is inserted in the concave parts respectively to connect the column to the beam.SELECTED DRAWING: Figure 3
【課題】仕口の強度・剛性が高い柱梁接合構造を提供する。【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、前記柱は、繊維方向が長手方向に沿う柱内側木質板材と、前記柱内側木質板材を両面から挟み繊維方向が長手方向に沿う一対の柱外側木質板材と、を有し、前記梁は、繊維方向が長手方向に沿う梁内側木質板材と、前記梁内側木質板材を両面から挟み繊維方向が長手方向と交差する高さ方向に沿う一対の梁外側木質板材と、を有し、前記一対の柱外側木質板材は、前記柱の長手方向と交差する幅方向に窪む凹部を有し、前記一対の梁外側木質板材は、前記梁内側木質板材よりも前記梁の長手方向に突出する一対の外側突出部を有し、前記一対の外側突出部が、前記凹部に嵌入されて柱と梁とが接合されている。【選択図】図３
COLUMN-BEAM JOINT STRUCTURE AND COLUMN-BEAM JOINT METHOD
To provide a column-beam joint structure with high strength and rigidity at a joint part.SOLUTION: A column-beam joint structure joints a column and a beam, wherein the column comprises: a column inside wood plate of which a fiber direction is along a longitudinal direction; and a pair of column outside wood plates clamping the column inside wood plate from both sides, of which fiber directions are along a longitudinal direction, and wherein the beam comprises: a beam inside wood plate of which a fiber direction is along a longitudinal direction; and a pair of beam outside wood plates clamping the beam inside wood plate from both sides, of which fiber directions are along a height direction intersected to the longitudinal direction. The pair of column outside wood plates has concave parts sunken in a width direction intersected to a longitudinal direction of the column respectively, while the pair of the beam outside wood plates has a pair of outside projecting parts projecting in a longitudinal direction of the beam further than the beam inside wood plate. The pair of the outside projecting parts is inserted in the concave parts respectively to connect the column to the beam.SELECTED DRAWING: Figure 3
【課題】仕口の強度・剛性が高い柱梁接合構造を提供する。【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、前記柱は、繊維方向が長手方向に沿う柱内側木質板材と、前記柱内側木質板材を両面から挟み繊維方向が長手方向に沿う一対の柱外側木質板材と、を有し、前記梁は、繊維方向が長手方向に沿う梁内側木質板材と、前記梁内側木質板材を両面から挟み繊維方向が長手方向と交差する高さ方向に沿う一対の梁外側木質板材と、を有し、前記一対の柱外側木質板材は、前記柱の長手方向と交差する幅方向に窪む凹部を有し、前記一対の梁外側木質板材は、前記梁内側木質板材よりも前記梁の長手方向に突出する一対の外側突出部を有し、前記一対の外側突出部が、前記凹部に嵌入されて柱と梁とが接合されている。【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
TSUJI YASUHIKO (author)
2019-11-28
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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