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A platform for research: civil engineering, architecture and urbanism
To provide a wooden laminated shaft member excellent in transportation, allowing design freedom in a vertical structural plane of a building, regarding wooden shaft members such as a wooden beam for a large span and a high wooden column.SOLUTION: A wooden laminated shaft member 70 is configured to laminate and integrate two wooden shaft members 30, wherein each of both of the wooden shaft members 30 is provided with two split wooden shaft members 10, 20, joint end surfaces 16, 26 of the two split wooden shaft members 10, 20 form a joint interface 31 through abutment. Jointing the two split wooden shaft members 10, 20 with first joint means 40 forms both of the wooden shaft members 30. The joint interfaces 31 of both wooden shaft members 30 are placed at offset positions in a shaft direction, and side surfaces extending in a weak axial direction in cross sections of both wooden shaft members 30 orthogonal to the axis abut to each other as a laminated surface to be jointed with second joint means 50.SELECTED DRAWING: Figure 1
【課題】大スパンに及ぶ木質梁や高さの高い木質柱といった木質軸部材に関して、搬送性に優れるとともに、建物の鉛直構面における設計自由度を低下させることのない木質重ね軸部材を提供する。【解決手段】二本の木質軸部材３０が重ね合わされて一体化されている、木質重ね軸部材７０であって、双方の木質軸部材３０はいずれも二本の分割木質軸部材１０，２０を備え、二本の分割木質軸部材１０，２０の接合端面１６，２６が当接されて接合界面３１を形成し、二本の分割木質軸部材１０，２０が第一接合手段４０にて接合されることにより、双方の木質軸部材３０が形成されており、双方の木質軸部材３０のそれぞれの接合界面３１が軸方向においてずれた位置に配設され、双方の木質軸部材３０のそれぞれの軸直交断面において弱軸方向に延びる側面が重ね合わせ面として相互に当接され、第二接合手段５０にて接合されている。【選択図】図１
To provide a wooden laminated shaft member excellent in transportation, allowing design freedom in a vertical structural plane of a building, regarding wooden shaft members such as a wooden beam for a large span and a high wooden column.SOLUTION: A wooden laminated shaft member 70 is configured to laminate and integrate two wooden shaft members 30, wherein each of both of the wooden shaft members 30 is provided with two split wooden shaft members 10, 20, joint end surfaces 16, 26 of the two split wooden shaft members 10, 20 form a joint interface 31 through abutment. Jointing the two split wooden shaft members 10, 20 with first joint means 40 forms both of the wooden shaft members 30. The joint interfaces 31 of both wooden shaft members 30 are placed at offset positions in a shaft direction, and side surfaces extending in a weak axial direction in cross sections of both wooden shaft members 30 orthogonal to the axis abut to each other as a laminated surface to be jointed with second joint means 50.SELECTED DRAWING: Figure 1
【課題】大スパンに及ぶ木質梁や高さの高い木質柱といった木質軸部材に関して、搬送性に優れるとともに、建物の鉛直構面における設計自由度を低下させることのない木質重ね軸部材を提供する。【解決手段】二本の木質軸部材３０が重ね合わされて一体化されている、木質重ね軸部材７０であって、双方の木質軸部材３０はいずれも二本の分割木質軸部材１０，２０を備え、二本の分割木質軸部材１０，２０の接合端面１６，２６が当接されて接合界面３１を形成し、二本の分割木質軸部材１０，２０が第一接合手段４０にて接合されることにより、双方の木質軸部材３０が形成されており、双方の木質軸部材３０のそれぞれの接合界面３１が軸方向においてずれた位置に配設され、双方の木質軸部材３０のそれぞれの軸直交断面において弱軸方向に延びる側面が重ね合わせ面として相互に当接され、第二接合手段５０にて接合されている。【選択図】図１
WOODEN LAMINATED SHAFT MEMBER
木質重ね軸部材
SAITO SUMIHITO (author)
2022-04-11
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS