A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT METHOD FOR CONCRETE STRUCTURE AND REINFORCEMENT METHOD FOR SUPPORT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement method for a concrete structure and a reinforcement method for a support structure suitable for a connection portion in which a lower concrete structure and an upper concrete structure are flush with each other like inside of a door groove of a support structure composed of a lower weir column and an upper gatepost of a vertical opened/closed gate.SOLUTION: In a connecting portion between a weir column 20 and a gatepost 21 and on which a surface of the weir column 20 and a surface of the gatepost 21 are flush with each other, a groove portion 30 is formed over a surface portion of the weir column 20 and a surface portion of the gatepost 21. First reinforcement strips 31 are embedded in the groove portion 30 across the weir column 20 and the gatepost 21 and fixed by a fixing material.SELECTED DRAWING: Figure 3
【課題】上下開閉式ゲートの下部の堰柱と上部の門柱とから構成される支持構造体の戸溝内のように、下部のコンクリート構造体と上部のコンクリート構造体とが同一面となっている接続部に適したコンクリート構造体の補強工法および支柱構造体の補強工法の提供。【解決手段】堰柱20と門柱21との接続部であって堰柱20の表面と門柱21の表面とが同一面である接続部に、堰柱20の表面部と門柱21の表面部とに渡って溝部30を形成し、溝部30内に、堰柱20と門柱21とに渡って第1補強筋31を埋め込み、定着材により固定する。【選択図】図3
REINFORCEMENT METHOD FOR CONCRETE STRUCTURE AND REINFORCEMENT METHOD FOR SUPPORT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement method for a concrete structure and a reinforcement method for a support structure suitable for a connection portion in which a lower concrete structure and an upper concrete structure are flush with each other like inside of a door groove of a support structure composed of a lower weir column and an upper gatepost of a vertical opened/closed gate.SOLUTION: In a connecting portion between a weir column 20 and a gatepost 21 and on which a surface of the weir column 20 and a surface of the gatepost 21 are flush with each other, a groove portion 30 is formed over a surface portion of the weir column 20 and a surface portion of the gatepost 21. First reinforcement strips 31 are embedded in the groove portion 30 across the weir column 20 and the gatepost 21 and fixed by a fixing material.SELECTED DRAWING: Figure 3
【課題】上下開閉式ゲートの下部の堰柱と上部の門柱とから構成される支持構造体の戸溝内のように、下部のコンクリート構造体と上部のコンクリート構造体とが同一面となっている接続部に適したコンクリート構造体の補強工法および支柱構造体の補強工法の提供。【解決手段】堰柱20と門柱21との接続部であって堰柱20の表面と門柱21の表面とが同一面である接続部に、堰柱20の表面部と門柱21の表面部とに渡って溝部30を形成し、溝部30内に、堰柱20と門柱21とに渡って第1補強筋31を埋め込み、定着材により固定する。【選択図】図3
REINFORCEMENT METHOD FOR CONCRETE STRUCTURE AND REINFORCEMENT METHOD FOR SUPPORT STRUCTURE
コンクリート構造体の補強工法および支柱構造体の補強工法
YANAGA HODAKA (author)
2018-11-22
Patent
Electronic Resource
Japanese
REINFORCEMENT METHOD OF CONCRETE STRUCTURE, AND REINFORCEMENT STRUCTURE
European Patent Office | 2024
|Concrete Member Reinforcement Method and Concrete Reinforcement Structure
European Patent Office | 2023
|REINFORCEMENT METHOD OF CONCRETE STRUCTURE AND REINFORCEMENT STRUCTURE
European Patent Office | 2022
|REINFORCEMENT METHOD AND REINFORCEMENT STRUCTURE FOR CONCRETE STRUCTURE
European Patent Office | 2016
|REINFORCEMENT METHOD OF CONCRETE STRUCTURE, AND REINFORCEMENT STRUCTURE
European Patent Office | 2024
|