Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FLOOR SLAB RENEWAL METHOD, FLOOR SLAB JOINING STRUCTURE AND ROAD BRIDGE
To provide a floor slab renewal method, a floor slab joining structure and a road bridge capable of suppressing the influence provided by the traveling of traffic vehicles to the minimum when the floor slab renewal work is carried out alternately from one side to the other while allowing the shared use of a road.SOLUTION: A floor slab joining structure 1, comprising a steel girder 3, a pair of new floor slabs 4 and 4 whose end part is situated on a top surface of the steel girder 3, and a filling material 7 with which the clearance between the end surfaces of each of the pair of new floor slabs 4 and 4 is filled. Each of the new floor slabs 4 is consecutive via the filling material 7 without being rigidly connected.SELECTED DRAWING: Figure 2
【課題】道路を供用させつつ、床版更新工事を片側ずつ交互に実施する場合において、交通車両の走行による影響を最小限に抑えることを可能とした床版更新方法、床版接合構造および道路橋を提案する。【解決手段】鋼桁３と、鋼桁３の上面に端部が載置された一対の新設床版４，４と、一対の新設床版４，４の端面同士の間に充填された間詰め材７とを備える床版接合構造１であって、新設床版４同士は、剛結合されることなく間詰め材７を介して連続している。【選択図】図２
FLOOR SLAB RENEWAL METHOD, FLOOR SLAB JOINING STRUCTURE AND ROAD BRIDGE
To provide a floor slab renewal method, a floor slab joining structure and a road bridge capable of suppressing the influence provided by the traveling of traffic vehicles to the minimum when the floor slab renewal work is carried out alternately from one side to the other while allowing the shared use of a road.SOLUTION: A floor slab joining structure 1, comprising a steel girder 3, a pair of new floor slabs 4 and 4 whose end part is situated on a top surface of the steel girder 3, and a filling material 7 with which the clearance between the end surfaces of each of the pair of new floor slabs 4 and 4 is filled. Each of the new floor slabs 4 is consecutive via the filling material 7 without being rigidly connected.SELECTED DRAWING: Figure 2
【課題】道路を供用させつつ、床版更新工事を片側ずつ交互に実施する場合において、交通車両の走行による影響を最小限に抑えることを可能とした床版更新方法、床版接合構造および道路橋を提案する。【解決手段】鋼桁３と、鋼桁３の上面に端部が載置された一対の新設床版４，４と、一対の新設床版４，４の端面同士の間に充填された間詰め材７とを備える床版接合構造１であって、新設床版４同士は、剛結合されることなく間詰め材７を介して連続している。【選択図】図２
FLOOR SLAB RENEWAL METHOD, FLOOR SLAB JOINING STRUCTURE AND ROAD BRIDGE
床版更新方法、床版接合構造および道路橋
KITAMURA TAKESHI (Autor:in) / IWASAKI IKUO (Autor:in) / CHO IKEN (Autor:in) / IWAKI ICHIRO (Autor:in)
13.12.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E01D
BRIDGES
,
Brücken
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