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DAM BODY MEMBER AND RAISING DAM BODY, AND CONSTRUCTION METHOD FOR RAISING DAM BODY
To provide a dam body member which is applicable even to a normal dam body that is not designed in consideration of future raising and a raising dam body using the dam body member and a construction method for a raising dam body in raising.SOLUTION: A dam body member has a precast concrete panel 12 having a tabular rectangular parallelpiped shape, a support 14 which is mounted integrally with a mounting surface 12B that is either one surface facing a thickness direction of the precast concrete panel 12, and a fixing member 16 having a flat plate part mounted so as to overhang in a flange shape in a direction perpendicular to a length direction of the support 14 on the lower end in the length direction of the support 14, and a lower surface of the flat plate part of the fixing member 16 and the lower end of the precast concrete panel 12 are formed on the same surface.SELECTED DRAWING: Figure 1
【課題】将来の嵩上げを考慮に入れて設計されていない通常の堤体に対しても適用可能な堤体部材および該堤体部材を用いてなる嵩上げ堤体ならびにその嵩上げをする際の嵩上げ堤体の施工方法を提供する。【解決手段】板状の直方体形状であるプレキャストコンクリートパネル12と、プレキャストコンクリートパネル12の厚さ方向に対向するいずれか一方の面である取り付け面12Bに一体的に取り付けられた支柱14と、支柱14の長さ方向下端部に、支柱14の長さ方向と直交する方向にフランジ状に張り出すように取り付けられた平板部を有する固定部材16と、を有してなり、固定部材16の前記平板部の下面とプレキャストコンクリートパネル12の下端面とは同一面に形成されている。【選択図】図1
DAM BODY MEMBER AND RAISING DAM BODY, AND CONSTRUCTION METHOD FOR RAISING DAM BODY
To provide a dam body member which is applicable even to a normal dam body that is not designed in consideration of future raising and a raising dam body using the dam body member and a construction method for a raising dam body in raising.SOLUTION: A dam body member has a precast concrete panel 12 having a tabular rectangular parallelpiped shape, a support 14 which is mounted integrally with a mounting surface 12B that is either one surface facing a thickness direction of the precast concrete panel 12, and a fixing member 16 having a flat plate part mounted so as to overhang in a flange shape in a direction perpendicular to a length direction of the support 14 on the lower end in the length direction of the support 14, and a lower surface of the flat plate part of the fixing member 16 and the lower end of the precast concrete panel 12 are formed on the same surface.SELECTED DRAWING: Figure 1
【課題】将来の嵩上げを考慮に入れて設計されていない通常の堤体に対しても適用可能な堤体部材および該堤体部材を用いてなる嵩上げ堤体ならびにその嵩上げをする際の嵩上げ堤体の施工方法を提供する。【解決手段】板状の直方体形状であるプレキャストコンクリートパネル12と、プレキャストコンクリートパネル12の厚さ方向に対向するいずれか一方の面である取り付け面12Bに一体的に取り付けられた支柱14と、支柱14の長さ方向下端部に、支柱14の長さ方向と直交する方向にフランジ状に張り出すように取り付けられた平板部を有する固定部材16と、を有してなり、固定部材16の前記平板部の下面とプレキャストコンクリートパネル12の下端面とは同一面に形成されている。【選択図】図1
DAM BODY MEMBER AND RAISING DAM BODY, AND CONSTRUCTION METHOD FOR RAISING DAM BODY
堤体部材および嵩上げ堤体ならびに嵩上げ堤体の施工方法
OBA TAKUYA (author) / NARA TADASHI (author)
2020-06-11
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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