JOINT STRUCTURE AND JOINING METHOD FOR FLOOR SLAB

To propose a highly reliable joint structure for a precast floor slab and a steel girder, and a joining method for a floor slab, which can shorten a construction period.SOLUTION: A joint structure 1 between a main girder 2 and a precast floor slab 3 mounted on the main girder 2 includes: a bracket 4...

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Bibliographic Details
Main Authors KASAKURA KAZUYOSHI, OSHIMA KUNIHIRO, HAMANO MASAAKI, HOSOYA MANABU, UCHIUMI KAZUHITO
Format Patent
LanguageEnglish
Japanese
Published 01.10.2020
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Summary:To propose a highly reliable joint structure for a precast floor slab and a steel girder, and a joining method for a floor slab, which can shorten a construction period.SOLUTION: A joint structure 1 between a main girder 2 and a precast floor slab 3 mounted on the main girder 2 includes: a bracket 4 fixed to the main girder 2; a connection member 5 fixed to the bracket 4; a concrete block 6 inserted in a blockout 31 formed on the precast floor slab 3; and a filler 7 filled in a space between an inner surface of the blockout 31 and the concrete block 6. An upper part of the connection member 5 is embedded in the concrete block 6.SELECTED DRAWING: Figure 1 【課題】工期短縮化を図ることができ、なおかつ、信頼性の高いプレキャスト床版と鋼桁との接合構造および床版の接合方法を提案する。【解決手段】主桁2と、主桁2に上載されたプレキャスト床版3との接合構造1であって、主桁2に固定されたブラケット4と、ブラケット4に固定された接続部材5と、プレキャスト床版3に形成された箱抜き31に挿入されたコンクリートブロック6と、箱抜き31の内面とコンクリートブロック6との隙間に充填された充填材7とを有し、接続部材5の上部はコンクリートブロック6に埋設されている。【選択図】図1
Bibliography:Application Number: JP20190060762