Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
STEEL FRAME CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel frame concrete structure enabling a steel bar as an auxiliary member to be efficiently incorporated in cage-shaped state into a steel frame concrete column at an assembly site.SOLUTION: A steel frame concrete column has a steel frame column disposed along a column material axis direction and a concrete that forms a component outer shape so as to contain the steel frame column. Lattice-like reinforced panels 11A, 11B that surround the steel frame column are disposed along an extending direction of the steel frame column by providing a predetermined covering thickness from the component outer shape. The panels 11A, 11B are connected by locking folding hooks 14 of the panels 11A, 11B that are connected to a corner member axial reinforcement 13C located at ends of the panels 11A, 11B to assemble a reinforced cage surrounding the steel frame column.SELECTED DRAWING: Figure 2
【課題】鉄骨コンクリート柱の組み立て現場において、補助部材としての鉄筋を、籠状に効率よく組み込むことができる鉄骨コンクリート構造を提案する。【解決手段】柱材軸方向に沿って配置された鉄骨柱と、鉄骨柱を含むように部材外形を形成するコンクリートとを備えた鉄骨コンクリート柱において、部材外形から所定の被りをとって鉄骨柱の延在方向に沿って、鉄骨柱を囲む格子状鉄筋パネル１１Ａ、１１Ｂを配置し、パネル１１Ａ、１１Ｂの端部に位置する隅角部材軸方向鉄筋１３Ｃに接合されるパネル１１Ａ、１１Ｂの折り曲げフック１４部分を係止させて、隣接するパネル１１Ａ、１１Ｂ間を連結し、鉄骨柱を囲む鉄筋籠を組み立てる。【選択図】図２
STEEL FRAME CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel frame concrete structure enabling a steel bar as an auxiliary member to be efficiently incorporated in cage-shaped state into a steel frame concrete column at an assembly site.SOLUTION: A steel frame concrete column has a steel frame column disposed along a column material axis direction and a concrete that forms a component outer shape so as to contain the steel frame column. Lattice-like reinforced panels 11A, 11B that surround the steel frame column are disposed along an extending direction of the steel frame column by providing a predetermined covering thickness from the component outer shape. The panels 11A, 11B are connected by locking folding hooks 14 of the panels 11A, 11B that are connected to a corner member axial reinforcement 13C located at ends of the panels 11A, 11B to assemble a reinforced cage surrounding the steel frame column.SELECTED DRAWING: Figure 2
【課題】鉄骨コンクリート柱の組み立て現場において、補助部材としての鉄筋を、籠状に効率よく組み込むことができる鉄骨コンクリート構造を提案する。【解決手段】柱材軸方向に沿って配置された鉄骨柱と、鉄骨柱を含むように部材外形を形成するコンクリートとを備えた鉄骨コンクリート柱において、部材外形から所定の被りをとって鉄骨柱の延在方向に沿って、鉄骨柱を囲む格子状鉄筋パネル１１Ａ、１１Ｂを配置し、パネル１１Ａ、１１Ｂの端部に位置する隅角部材軸方向鉄筋１３Ｃに接合されるパネル１１Ａ、１１Ｂの折り曲げフック１４部分を係止させて、隣接するパネル１１Ａ、１１Ｂ間を連結し、鉄骨柱を囲む鉄筋籠を組み立てる。【選択図】図２
STEEL FRAME CONCRETE STRUCTURE
鉄骨コンクリート構造
TABATA TAKU (Autor:in) / SUZUKI HIDEYUKI (Autor:in)
19.01.2017
Patent
Elektronische Ressource
Japanisch
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