A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PILLAR BEAM JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a pillar beam joint structure for making it possible to simply and quickly perform joint work between a pillar and a beam, and making rotational rigidity at junction part at a beam end optimal.SOLUTION: A pillar beam joint structure 1 to which the present invention is applied is provided for joining a pillar 2 and a beam 5, the pillar beam joint structure comprising the pillar 2 using concrete 3 and the beam 5 using steel material 6 to be joined to the pillar 2. The beam 5 includes: a tensile stress transmission member 71 for transmitting tensile force T acting in a material axis direction x to the concrete 3 of the pillar 2; and a compression stress transmission member 72 for transmitting compressive force C acting in the material axis direction x to the concrete 3 of the pillar 2. The tensile stress transmission member 71 provided so as to extend from the beam 5 is buried into the concrete 3 of the pillar 2; the compression stress transmission member 72 is fixed on the lower part 6b of the steel material 6.SELECTED DRAWING: Figure 6
【課題】柱と梁との接合作業を簡易、迅速に実施できるものとしながら、梁端の接合部での回転剛性を最適なものとした柱梁接合構造を提供する。【解決手段】本発明を適用した柱梁接合構造１は、柱２と梁５とを接合するために設けられるものであり、コンクリート３が用いられた柱２と、鉄骨材６が用いられて柱２に接合される梁５とを備える。梁５は、材軸方向ｘに作用する引張力Ｔを柱２のコンクリート３に伝達する引張応力伝達部材７１と、材軸方向ｘに作用する圧縮力Ｃを柱２のコンクリート３に伝達する圧縮応力伝達部材７２とを有し、梁５から延びて設けられた引張応力伝達部材７１が柱２のコンクリート３に埋め込まれるとともに、鉄骨材６の下部６ｂに圧縮応力伝達部材７２が固定される。【選択図】図６
PILLAR BEAM JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a pillar beam joint structure for making it possible to simply and quickly perform joint work between a pillar and a beam, and making rotational rigidity at junction part at a beam end optimal.SOLUTION: A pillar beam joint structure 1 to which the present invention is applied is provided for joining a pillar 2 and a beam 5, the pillar beam joint structure comprising the pillar 2 using concrete 3 and the beam 5 using steel material 6 to be joined to the pillar 2. The beam 5 includes: a tensile stress transmission member 71 for transmitting tensile force T acting in a material axis direction x to the concrete 3 of the pillar 2; and a compression stress transmission member 72 for transmitting compressive force C acting in the material axis direction x to the concrete 3 of the pillar 2. The tensile stress transmission member 71 provided so as to extend from the beam 5 is buried into the concrete 3 of the pillar 2; the compression stress transmission member 72 is fixed on the lower part 6b of the steel material 6.SELECTED DRAWING: Figure 6
【課題】柱と梁との接合作業を簡易、迅速に実施できるものとしながら、梁端の接合部での回転剛性を最適なものとした柱梁接合構造を提供する。【解決手段】本発明を適用した柱梁接合構造１は、柱２と梁５とを接合するために設けられるものであり、コンクリート３が用いられた柱２と、鉄骨材６が用いられて柱２に接合される梁５とを備える。梁５は、材軸方向ｘに作用する引張力Ｔを柱２のコンクリート３に伝達する引張応力伝達部材７１と、材軸方向ｘに作用する圧縮力Ｃを柱２のコンクリート３に伝達する圧縮応力伝達部材７２とを有し、梁５から延びて設けられた引張応力伝達部材７１が柱２のコンクリート３に埋め込まれるとともに、鉄骨材６の下部６ｂに圧縮応力伝達部材７２が固定される。【選択図】図６
PILLAR BEAM JOINT STRUCTURE
柱梁接合構造
ARITA MASAKI (author) / KITAOKA SATOSHI (author) / KIMURA KEI (author) / SUZUKI YUSUKE (author) / HANYA KOJI (author)
2018-01-18
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
PILLAR-BEAM JOINT STRUCTURE, AND BUILDING HAVING PILLAR-BEAM JOINT STRUCTURE
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