A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE AND JOINT METHOD
To provide a joint structure and a joint method which can alleviate manufacturing accuracy required for a precast concrete plate and a steel material.SOLUTION: A joint structure 1 for joining a precast concrete plate 3 and a steel material unit 5 includes a steel material connection part 9 connected to a part of the precast concrete plate 3 and a part of the steel material unit 5. The steel material connection part 9 has a connection member 11 buried so as to partially project from an upper surface 3a of the precast concrete plate 3, a deviation preventing part 13 which is provided on the steel material unit 5 and is inserted into an insertion space 15 that is surrounded with the connection member 11 and is opened to the steel material unit 5 side, and a filling and solidification part 19 which is made to fill a gap between the connection member 11 and the deviation preventing part 13 in the insertion space 15, and is solidified.SELECTED DRAWING: Figure 1
【課題】プレキャストコンクリート版や鋼材に要求される製作精度を緩和する接合構造及び接合方法を提供する。【解決手段】プレキャストコンクリート版３と鋼材ユニット５とを接合する接合構造１は、プレキャストコンクリート版３の一部位と鋼材ユニット５の一部位と接続する鋼材接続部９を備えており、鋼材接続部９は、プレキャストコンクリート版３の上面３ａから一部が突出するように埋設された接続部材１１と、鋼材ユニット５に設けられ、接続部材１１で囲繞され鋼材ユニット５側に開口した挿入空間１５内に挿入されたずれ止め部１３と、挿入空間１５内で接続部材１１とずれ止め部１３との隙間に充填され固化された充填固化部１９と、を有する。【選択図】図１
JOINT STRUCTURE AND JOINT METHOD
To provide a joint structure and a joint method which can alleviate manufacturing accuracy required for a precast concrete plate and a steel material.SOLUTION: A joint structure 1 for joining a precast concrete plate 3 and a steel material unit 5 includes a steel material connection part 9 connected to a part of the precast concrete plate 3 and a part of the steel material unit 5. The steel material connection part 9 has a connection member 11 buried so as to partially project from an upper surface 3a of the precast concrete plate 3, a deviation preventing part 13 which is provided on the steel material unit 5 and is inserted into an insertion space 15 that is surrounded with the connection member 11 and is opened to the steel material unit 5 side, and a filling and solidification part 19 which is made to fill a gap between the connection member 11 and the deviation preventing part 13 in the insertion space 15, and is solidified.SELECTED DRAWING: Figure 1
【課題】プレキャストコンクリート版や鋼材に要求される製作精度を緩和する接合構造及び接合方法を提供する。【解決手段】プレキャストコンクリート版３と鋼材ユニット５とを接合する接合構造１は、プレキャストコンクリート版３の一部位と鋼材ユニット５の一部位と接続する鋼材接続部９を備えており、鋼材接続部９は、プレキャストコンクリート版３の上面３ａから一部が突出するように埋設された接続部材１１と、鋼材ユニット５に設けられ、接続部材１１で囲繞され鋼材ユニット５側に開口した挿入空間１５内に挿入されたずれ止め部１３と、挿入空間１５内で接続部材１１とずれ止め部１３との隙間に充填され固化された充填固化部１９と、を有する。【選択図】図１
JOINT STRUCTURE AND JOINT METHOD
接合構造及び接合方法
IWAMOTO TAKUYA (author) / SOGABE NAOKI (author) / OKUBO KAZUMASA (author) / MINAGAWA HARUNA (author)
2023-08-10
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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