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STEEL PLATE CONCRETE STRUCTURE AND CONSTRUCTION METHOD FOR STEEL PLATE CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel plate concrete structure which can simplify construction and can ensure shear resistance, and to provide a construction method of the steel plate concrete structure.SOLUTION: A steel plate concrete structure includes: a first rib steel plate 5 joined to a first steel plate 2 and a second rib steel plate 6 joined to a second steel plate 3, and a screw node reinforcement 7 joining the first rib steel plate 5 and the second rib steel plate 6. The first rib steel plate 5 and the second rib steel plate 6 extend in a direction along the planes of the first steel plate 2 and the second steel plate 3 and have second hole portions (hole portions for junction) 521 and 621 to which the screw node reinforcements 7 is inserted formed thereon, the plurality of screw node reinforcements 7 are arranged at intervals in an extension direction of the first rib steel plate 5 and the second rib steel plate 6, are inserted into the second hole portions 521 and 621, are fastened with a first nut member 73 and a second nut member 74, and are joined to the first rib steel plate 5 and the second rib steel plate 6.SELECTED DRAWING: Figure 1
【課題】施工を簡便化することができるとともに、せん断耐力を確保することができる鋼板コンクリート構造および鋼板コンクリート構造の構築方法を提供する。【解決手段】第1鋼板2に接合された第1リブ鋼板5と第2鋼板3に接合された第2リブ鋼板6と、第1リブ鋼板5と第2リブ鋼板6とを接合するネジ節鉄筋7と、を有する。第1リブ鋼板5および第2リブ鋼板6は、第1鋼板2および第2鋼板3の面に沿った方向に延在し、ネジ節鉄筋7が挿通される第2孔部(接合用孔部)521,621が形成され、ネジ節鉄筋7は、第1リブ鋼板5および第2リブ鋼板6の延在方向に間隔をあけて複数配置され、第2孔部521,621に挿通され第1ナット部材73および第2ナット部材74が締結されて第1リブ鋼板5および第2リブ鋼板6と接合されている。【選択図】図1
STEEL PLATE CONCRETE STRUCTURE AND CONSTRUCTION METHOD FOR STEEL PLATE CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel plate concrete structure which can simplify construction and can ensure shear resistance, and to provide a construction method of the steel plate concrete structure.SOLUTION: A steel plate concrete structure includes: a first rib steel plate 5 joined to a first steel plate 2 and a second rib steel plate 6 joined to a second steel plate 3, and a screw node reinforcement 7 joining the first rib steel plate 5 and the second rib steel plate 6. The first rib steel plate 5 and the second rib steel plate 6 extend in a direction along the planes of the first steel plate 2 and the second steel plate 3 and have second hole portions (hole portions for junction) 521 and 621 to which the screw node reinforcements 7 is inserted formed thereon, the plurality of screw node reinforcements 7 are arranged at intervals in an extension direction of the first rib steel plate 5 and the second rib steel plate 6, are inserted into the second hole portions 521 and 621, are fastened with a first nut member 73 and a second nut member 74, and are joined to the first rib steel plate 5 and the second rib steel plate 6.SELECTED DRAWING: Figure 1
【課題】施工を簡便化することができるとともに、せん断耐力を確保することができる鋼板コンクリート構造および鋼板コンクリート構造の構築方法を提供する。【解決手段】第1鋼板2に接合された第1リブ鋼板5と第2鋼板3に接合された第2リブ鋼板6と、第1リブ鋼板5と第2リブ鋼板6とを接合するネジ節鉄筋7と、を有する。第1リブ鋼板5および第2リブ鋼板6は、第1鋼板2および第2鋼板3の面に沿った方向に延在し、ネジ節鉄筋7が挿通される第2孔部(接合用孔部)521,621が形成され、ネジ節鉄筋7は、第1リブ鋼板5および第2リブ鋼板6の延在方向に間隔をあけて複数配置され、第2孔部521,621に挿通され第1ナット部材73および第2ナット部材74が締結されて第1リブ鋼板5および第2リブ鋼板6と接合されている。【選択図】図1
STEEL PLATE CONCRETE STRUCTURE AND CONSTRUCTION METHOD FOR STEEL PLATE CONCRETE STRUCTURE
鋼板コンクリート構造および鋼板コンクリート構造の構築方法
OTA KAZUYA (author)
2018-04-12
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
steel plate concrete structure construction method of steel plate concrete structure using the same
European Patent Office | 2017
|European Patent Office | 2018
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