Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINT STRUCTURE OF BEAM AND EARTHQUAKE-RESISTING WALL
To provide a joint structure of a beam and an earthquake-resisting wall capable of appropriately designing a joint member according to stress to be borne.SOLUTION: A center part joint member 30 includes a center part fixing part 31 fixed to an RC beam 10, a center part flat plate part 32 of a flat plate shape extending from the center part fixing part 31 toward a vertical direction, and a center part projecting part 33 projecting from the center part flat plate part 32 toward both directions in a thickness direction of an earthquake resisting wall 20. The center part flat plate part 32 and the center part projecting part 33 are inserted into a central groove part 21 formed in the central part of the upper and lower end parts of the earthquake resisting wall 20 in a state of having a part 52 formed by solidifying a filler having a larger compressive yield strength than woody material therebetween. A drift pin 54 is inserted through a through-hole formed in the earthquake resisting wall 20 and a through-hole formed in a side flat plate part 42 in a state where the side flat plate part 42 is inserted into a side groove part 21 formed in each of both side parts of upper and lower end parts of the earthquake resisting wall 20.SELECTED DRAWING: Figure 1
【課題】負担する応力に応じて接合部材を適切に設計することが可能な梁と耐震壁との接合構造を提供する。【解決手段】中央部接合部材３０は、ＲＣ梁１０に固定された中央部固定部３１と、中央部固定部３１から垂直方向に向かって延びた平板状の中央部平板部３２と、中央部平板部３２から耐震壁２０の厚さ方向両方向に向かってそれぞれ突出した中央部突出部３３とを備える。木質材料より大きな圧縮耐力を有する充填材が固化されてなる部分５２を間に有する状態で、中央部平板部３２及び中央部突出部３３が、耐震壁２０の上下端部の中央部に形成された中央部溝部２１に挿入されている。側部平板部４２が、耐震壁２０の上下端部の両側部にそれぞれ形成された側部溝部２１に挿入された状態で、耐震壁２０に形成された貫通孔と側部平板部４２に形成された貫通孔とをドリフトピン５４が挿通している。【選択図】図１
JOINT STRUCTURE OF BEAM AND EARTHQUAKE-RESISTING WALL
To provide a joint structure of a beam and an earthquake-resisting wall capable of appropriately designing a joint member according to stress to be borne.SOLUTION: A center part joint member 30 includes a center part fixing part 31 fixed to an RC beam 10, a center part flat plate part 32 of a flat plate shape extending from the center part fixing part 31 toward a vertical direction, and a center part projecting part 33 projecting from the center part flat plate part 32 toward both directions in a thickness direction of an earthquake resisting wall 20. The center part flat plate part 32 and the center part projecting part 33 are inserted into a central groove part 21 formed in the central part of the upper and lower end parts of the earthquake resisting wall 20 in a state of having a part 52 formed by solidifying a filler having a larger compressive yield strength than woody material therebetween. A drift pin 54 is inserted through a through-hole formed in the earthquake resisting wall 20 and a through-hole formed in a side flat plate part 42 in a state where the side flat plate part 42 is inserted into a side groove part 21 formed in each of both side parts of upper and lower end parts of the earthquake resisting wall 20.SELECTED DRAWING: Figure 1
【課題】負担する応力に応じて接合部材を適切に設計することが可能な梁と耐震壁との接合構造を提供する。【解決手段】中央部接合部材３０は、ＲＣ梁１０に固定された中央部固定部３１と、中央部固定部３１から垂直方向に向かって延びた平板状の中央部平板部３２と、中央部平板部３２から耐震壁２０の厚さ方向両方向に向かってそれぞれ突出した中央部突出部３３とを備える。木質材料より大きな圧縮耐力を有する充填材が固化されてなる部分５２を間に有する状態で、中央部平板部３２及び中央部突出部３３が、耐震壁２０の上下端部の中央部に形成された中央部溝部２１に挿入されている。側部平板部４２が、耐震壁２０の上下端部の両側部にそれぞれ形成された側部溝部２１に挿入された状態で、耐震壁２０に形成された貫通孔と側部平板部４２に形成された貫通孔とをドリフトピン５４が挿通している。【選択図】図１
JOINT STRUCTURE OF BEAM AND EARTHQUAKE-RESISTING WALL
梁と耐震壁との接合構造
OKA YASUHIRO (Autor:in) / TOKO KEIJI (Autor:in) / YAMAGIWA HAJIME (Autor:in) / KOZUMA YASUTOMO (Autor:in) / ITO KATSUHIKO (Autor:in) / SAITO TAKUMI (Autor:in)
11.10.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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