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PREFABRICATED STRUCTURE CONSTRUCTION METHOD AND PREFABRICATED STRUCTURE
PROBLEM TO BE SOLVED: To provide a prefabricated structure construction method with which a prefabricated structure can be easily transported and constructed.SOLUTION: A prefabricated structure 1 comprises a plurality of units 10 connected together. The unit 10 comprises upper and lower main steel members 11 and 12 arranged approximately in parallel vertically, and a connecting member 13 which connects the upper and lower main steel members 11 and 12. An embedded form 14 is connected to the main steel member 12. The upper side main steel member 11 is shorter than the lower side main steel member 12. The adjoining units 10 are connected such that they can be turned relatively to each other in the plane along the axial direction of the upper and lower main steel members 11 and 12. The prefabricated structure 1 can be spread from a state in which the units 10 are wound into a rolled-up shape to a state in which the units 10 are arranged in a straight line, thus, allowing bulk construction.SELECTED DRAWING: Figure 1
【課題】プレハブ構造の運搬や架設が容易なプレハブ構造の架設方法等を提供する。【解決手段】プレハブ構造1は複数のユニット10を接続して構成される。ユニット10は、上下に略平行に配置された主鋼材11、12と、上下の主鋼材11、12を接続する接続鋼材13と、を有し、埋設型枠14が主鋼材12に接続される。上側の主鋼材11は下側の主鋼材12より短くなっている。隣り合うユニット10同士は、上下の主鋼材11、12の軸方向に沿った面内で相対回転可能に接続され、プレハブ構造1は、ユニット10をロール状に巻き取った状態からユニット10が直線状に並んだ状態へと展開し、一括架設することが可能である。【選択図】図1
PREFABRICATED STRUCTURE CONSTRUCTION METHOD AND PREFABRICATED STRUCTURE
PROBLEM TO BE SOLVED: To provide a prefabricated structure construction method with which a prefabricated structure can be easily transported and constructed.SOLUTION: A prefabricated structure 1 comprises a plurality of units 10 connected together. The unit 10 comprises upper and lower main steel members 11 and 12 arranged approximately in parallel vertically, and a connecting member 13 which connects the upper and lower main steel members 11 and 12. An embedded form 14 is connected to the main steel member 12. The upper side main steel member 11 is shorter than the lower side main steel member 12. The adjoining units 10 are connected such that they can be turned relatively to each other in the plane along the axial direction of the upper and lower main steel members 11 and 12. The prefabricated structure 1 can be spread from a state in which the units 10 are wound into a rolled-up shape to a state in which the units 10 are arranged in a straight line, thus, allowing bulk construction.SELECTED DRAWING: Figure 1
【課題】プレハブ構造の運搬や架設が容易なプレハブ構造の架設方法等を提供する。【解決手段】プレハブ構造1は複数のユニット10を接続して構成される。ユニット10は、上下に略平行に配置された主鋼材11、12と、上下の主鋼材11、12を接続する接続鋼材13と、を有し、埋設型枠14が主鋼材12に接続される。上側の主鋼材11は下側の主鋼材12より短くなっている。隣り合うユニット10同士は、上下の主鋼材11、12の軸方向に沿った面内で相対回転可能に接続され、プレハブ構造1は、ユニット10をロール状に巻き取った状態からユニット10が直線状に並んだ状態へと展開し、一括架設することが可能である。【選択図】図1
PREFABRICATED STRUCTURE CONSTRUCTION METHOD AND PREFABRICATED STRUCTURE
プレハブ構造の架設方法、プレハブ構造
YOKOZEKI KOSUKE (author) / SOGABE NAOKI (author) / IWAMOTO TAKUYA (author) / TAIRA YOHEI (author) / SUGAI TAKAKO (author) / KAWASAKI FUMIYOSHI (author) / TAMANO KEIGO (author)
2018-07-12
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
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