WOODEN COLUMN-STEEL BEAM JOINT STRUCTURE

• Main Authors: OCHIAI YOSUKE, MOCHIZUKI EIJI, SAKURADA SHOGO, MOTOYAMA MAHO, SUGANO TAKAYUKI
• Format: Patent
• Language: English; Japanese
• Published: 25.08.2023
• Subjects: BUILDING; CEILINGS; FIXED CONSTRUCTIONS; FLOORS; GENERAL BUILDING CONSTRUCTIONS; INSULATION OR OTHER PROTECTION OF BUILDINGS; ROOFS; WALLS, e.g. PARTITIONS

To reduce a labor required for joining wooden columns and through steel beams while transmitting axial forces between the wooden columns and the through steel beams.SOLUTION: A wooden column-steel beam joint structure comprises: a through steel beam 10 having a steel pipe joint 20 filled with concrete 22 inside, a lower diaphragm 24 and an upper diaphragm 26 provided at upper and lower ends of the steel pipe joint 20, respectively, and a beam 30 extending out from the steel pipe joint 20; a lower joint tube 40L and an upper joint tube 40U provided in the lower diaphragm 24 and the upper diaphragm 26, respectively; and a lower wooden column 50L and an upper wooden column 50U whose ends are fitted into the lower joint tube 40L and the upper joint tube 40U. respectively.SELECTED DRAWING: Figure 1 【課題】木質柱と通し鉄骨梁との間で軸力を伝達しつつ、木質柱と通し鉄骨梁との接合作業の手間を低減することを目的とする。【解決手段】木質柱鉄骨梁接合構造は、内部にコンクリート２２が充填された鋼管仕口部２０と、鋼管仕口部２０の上下の端部にそれぞれ設けられた下側ダイアフラム２４及び上側ダイアフラム２６と、鋼管仕口部２０から張り出す梁部３０と、を有する通し鉄骨梁１０と、下側ダイアフラム２４及び上側ダイアフラム２６にそれぞれ設けられた下側接合管４０Ｌ及び上側接合管４０Ｕと、下側接合管４０Ｌ及び上側接合管４０Ｕに端部がそれぞれ嵌め込まれる下側木質柱５０Ｌ及び上側木質柱５０Ｕと、を備える。【選択図】図１