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JUNCTION STRUCTURE OF PRECAST COMPOSITE FLOOR SLAB PANEL AND JUNCTION METHOD OF PRECAST COMPOSITE FLOOR SLAB PANEL
To provide a junction structure of precast composite floor slab panels that can reduce a construction time and cost, and prevent components from falling.SOLUTION: The junction structure of precast composite floor slab panels comprises a pair of precast composite floor slab panels 10 and joint parts 20 in which concrete is cast on site between the pair of precast composite floor slab panels 10. The precast composite floor slab panel 10 includes a bottom steel plate 11, reinforcement materials 12, anchorage devices 13 for fixing concrete to the bottom steel plate 11, a base part 14 made of reinforcing bars and concrete and connecting ribs 15 erected at both ends of the upper surface of the bottom steel plate 11 in the bridge axis direction. The joint part 20 includes a cast-on-site concrete part 24 formed by casting concrete on site together with the reinforcing bars extending from each adjacent base part 14, and the connecting ribs 15 facing each other are joined by bolts B via connection plates 21.SELECTED DRAWING: Figure 1
【課題】工期の短縮、工費の削減及び部材の落下防止を図ることができるプレキャスト合成床版パネルの接合構造を提供する。【解決手段】一対のプレキャスト合成床版パネル10と、一対のプレキャスト合成床版パネル10の間において現場でコンクリートが打設された継手部20と、を有し、プレキャスト合成床版パネル10は、底鋼板11と、補強材12と、底鋼板11にコンクリートとを定着させる定着具13と、鉄筋及びコンクリートで形成された基体部14と、底鋼板11の上面の橋軸方向の両端に立設する連結用リブ15と、を備え、継手部20は、隣り合う各基体部14から延設された鉄筋とともに現場でコンクリートを打設して形成された現場打ちコンクリート部24を備え、かつ、対向する連結用リブ15同士が、連結プレート21を介してボルトBで接合されていることを特徴とする。【選択図】図1
JUNCTION STRUCTURE OF PRECAST COMPOSITE FLOOR SLAB PANEL AND JUNCTION METHOD OF PRECAST COMPOSITE FLOOR SLAB PANEL
To provide a junction structure of precast composite floor slab panels that can reduce a construction time and cost, and prevent components from falling.SOLUTION: The junction structure of precast composite floor slab panels comprises a pair of precast composite floor slab panels 10 and joint parts 20 in which concrete is cast on site between the pair of precast composite floor slab panels 10. The precast composite floor slab panel 10 includes a bottom steel plate 11, reinforcement materials 12, anchorage devices 13 for fixing concrete to the bottom steel plate 11, a base part 14 made of reinforcing bars and concrete and connecting ribs 15 erected at both ends of the upper surface of the bottom steel plate 11 in the bridge axis direction. The joint part 20 includes a cast-on-site concrete part 24 formed by casting concrete on site together with the reinforcing bars extending from each adjacent base part 14, and the connecting ribs 15 facing each other are joined by bolts B via connection plates 21.SELECTED DRAWING: Figure 1
【課題】工期の短縮、工費の削減及び部材の落下防止を図ることができるプレキャスト合成床版パネルの接合構造を提供する。【解決手段】一対のプレキャスト合成床版パネル10と、一対のプレキャスト合成床版パネル10の間において現場でコンクリートが打設された継手部20と、を有し、プレキャスト合成床版パネル10は、底鋼板11と、補強材12と、底鋼板11にコンクリートとを定着させる定着具13と、鉄筋及びコンクリートで形成された基体部14と、底鋼板11の上面の橋軸方向の両端に立設する連結用リブ15と、を備え、継手部20は、隣り合う各基体部14から延設された鉄筋とともに現場でコンクリートを打設して形成された現場打ちコンクリート部24を備え、かつ、対向する連結用リブ15同士が、連結プレート21を介してボルトBで接合されていることを特徴とする。【選択図】図1
JUNCTION STRUCTURE OF PRECAST COMPOSITE FLOOR SLAB PANEL AND JUNCTION METHOD OF PRECAST COMPOSITE FLOOR SLAB PANEL
プレキャスト合成床版パネルの接合構造及びプレキャスト合成床版パネルの接合方法
ISHII TAKAAKI (author)
2023-12-26
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
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