A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STRUCTURE FOR JOINING PRECAST CONCRETE WALL AND BEAM TOGETHER
PROBLEM TO BE SOLVED: To provide a structure for joining a precast concrete wall and a beam together, which improves aseismic performance.SOLUTION: A building 10 includes: a beam 12 that has a first engagement hole 12B formed in a side surface 12A; a precast concrete wall 14 that is mounted on the side surface 12A and that has a second engagement hole 14C formed in a wall surface; a shear force transmission member 22 that is inserted into the first and second engagement holes 12B and 14C and that is higher in strength than the beam 12 and the precast concrete wall 14; and an anti-coming-off member 26 that prevents the shear force transmission member 22 from coming off the first and second engagement hole 12B and 14C.
【課題】耐震性能を向上させたプレキャストコンクリート壁と梁との接合構造を得る。【解決手段】建物１０は、側面１２Ａに第１係合孔１２Ｂが形成された梁１２と、側面１２Ａに取り付けられ、壁面に第２係合孔１４Ｃが形成されたプレキャストコンクリート壁１４と、第１係合孔１２Ｂ及び第２係合孔１４Ｃへ挿入されると共に、梁１２及びプレキャストコンクリート壁１４よりも高強度のせん断力伝達部材２２と、第１係合孔１２Ｂ及び第２係合孔１４Ｃからせん断力伝達部材２２が抜出すのを防止する抜出防止部材２６と、を有する。【選択図】図２
STRUCTURE FOR JOINING PRECAST CONCRETE WALL AND BEAM TOGETHER
PROBLEM TO BE SOLVED: To provide a structure for joining a precast concrete wall and a beam together, which improves aseismic performance.SOLUTION: A building 10 includes: a beam 12 that has a first engagement hole 12B formed in a side surface 12A; a precast concrete wall 14 that is mounted on the side surface 12A and that has a second engagement hole 14C formed in a wall surface; a shear force transmission member 22 that is inserted into the first and second engagement holes 12B and 14C and that is higher in strength than the beam 12 and the precast concrete wall 14; and an anti-coming-off member 26 that prevents the shear force transmission member 22 from coming off the first and second engagement hole 12B and 14C.
【課題】耐震性能を向上させたプレキャストコンクリート壁と梁との接合構造を得る。【解決手段】建物１０は、側面１２Ａに第１係合孔１２Ｂが形成された梁１２と、側面１２Ａに取り付けられ、壁面に第２係合孔１４Ｃが形成されたプレキャストコンクリート壁１４と、第１係合孔１２Ｂ及び第２係合孔１４Ｃへ挿入されると共に、梁１２及びプレキャストコンクリート壁１４よりも高強度のせん断力伝達部材２２と、第１係合孔１２Ｂ及び第２係合孔１４Ｃからせん断力伝達部材２２が抜出すのを防止する抜出防止部材２６と、を有する。【選択図】図２
STRUCTURE FOR JOINING PRECAST CONCRETE WALL AND BEAM TOGETHER
プレキャストコンクリート壁と梁との接合構造
OUSALEM HASSANE (author) / YAMADA AI (author) / ISHIKAWA YUJI (author) / WATANABE HIDEYUKI (author) / KAWAI KANTA (author) / TAI TORU (author)
2015-12-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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