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JOINT STRUCTURE FOR JOINT PART AND JOINT METHOD
To provide a joint structure for a joint part and a joint method in low cost and excellent in earthquake resistance allowing its installation to be carried out in a short period.SOLUTION: A joint structure for a joint part 4 is provided with: a precast lower column 1; a plurality of beams 3, in which a through hole 31 is formed for penetrating a column main reinforcement 11 of the lower column 1, placed on an upper end of the lower column 1; a deck plate 5 installed so as to plug the joint part 4; a precast upper column 2 erected on the deck plate 5; and a sleeve 51 arranged on the joint deck plate 5 to connect the column main beam 11 of the lower column 1 and a column main beam 21 of the upper column 2 through grouting, wherein concrete C is filled in the joint part 4.SELECTED DRAWING: Figure 1
【課題】低コスト且つ短工期で耐震性に優れた仕口部の接合構造及び接合工法を提供する。【解決手段】仕口部4の接合構造であって、PC製の下部柱1と、下部柱1の柱主筋11を貫通させる貫通孔31が形成され、下部柱1の上端に設けられた鉄筋コンクリート製の複数の梁3と、仕口部4を塞ぐように敷設されたデッキプレート5と、デッキプレート5上に立設されたPC製の上部柱2と、ジョイントデッキプレート5に設けられ、下部柱1の柱主筋11及び上部柱2の柱主筋21をグラウト接合するスリーブ51と、を備え、仕口部4には、コンクリートCが打設されている。【選択図】図1
JOINT STRUCTURE FOR JOINT PART AND JOINT METHOD
To provide a joint structure for a joint part and a joint method in low cost and excellent in earthquake resistance allowing its installation to be carried out in a short period.SOLUTION: A joint structure for a joint part 4 is provided with: a precast lower column 1; a plurality of beams 3, in which a through hole 31 is formed for penetrating a column main reinforcement 11 of the lower column 1, placed on an upper end of the lower column 1; a deck plate 5 installed so as to plug the joint part 4; a precast upper column 2 erected on the deck plate 5; and a sleeve 51 arranged on the joint deck plate 5 to connect the column main beam 11 of the lower column 1 and a column main beam 21 of the upper column 2 through grouting, wherein concrete C is filled in the joint part 4.SELECTED DRAWING: Figure 1
【課題】低コスト且つ短工期で耐震性に優れた仕口部の接合構造及び接合工法を提供する。【解決手段】仕口部4の接合構造であって、PC製の下部柱1と、下部柱1の柱主筋11を貫通させる貫通孔31が形成され、下部柱1の上端に設けられた鉄筋コンクリート製の複数の梁3と、仕口部4を塞ぐように敷設されたデッキプレート5と、デッキプレート5上に立設されたPC製の上部柱2と、ジョイントデッキプレート5に設けられ、下部柱1の柱主筋11及び上部柱2の柱主筋21をグラウト接合するスリーブ51と、を備え、仕口部4には、コンクリートCが打設されている。【選択図】図1
JOINT STRUCTURE FOR JOINT PART AND JOINT METHOD
仕口部の接合構造及び接合工法
MATSUNO SHIRO (author)
2022-10-27
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
FRICTION JOINT STRUCTURE, JOINT STRUCTURE, AND DESIGN METHOD FOR FRICTION JOINT PART
European Patent Office | 2021
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