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METHOD OF CONSTRUCTING CONCRETE STRUCTURE
To provide a construction method for a concrete structure capable of efficiently regulating the floating and horizontal movement of a lightweight form member with a simple structure.SOLUTION: In a method of constructing a concrete structure 1, a foundation part 7 protruding from the top surface of an existing concrete part 2 is formed, and a lightweight buried formwork 5 is installed on the foundation part 7, the outer circumference of the joints between the foundation part 7 and the lightweight buried formwork 5 is sealed with a sealant 8 that is affixed over the outer circumference of the foundation part 7 and the lightweight buried formwork 5 over the entire circumference, and then concrete C is placed around the foundation part 7 and the lightweight buried formwork 5.SELECTED DRAWING: Figure 6
【課題】簡便な構造で効率よく軽量型枠部材の浮き上がりや水平移動を規制することができるコンクリート構造物の構築方法の提供。【解決手段】このコンクリート構造物1の構築方法は、既設コンクリート部2の上面に突出した土台部7を形成し、土台部7上に軽量埋設型枠5を設置した後、土台部7と軽量埋設型枠5との接合目地部の外周面を全周に亘って土台部7の外周面と軽量埋設型枠5に跨って貼着されるシール材8によって封鎖し、しかる後、土台部7及び軽量埋設型枠5の周囲にコンクリートCを打設する。【選択図】図6
METHOD OF CONSTRUCTING CONCRETE STRUCTURE
To provide a construction method for a concrete structure capable of efficiently regulating the floating and horizontal movement of a lightweight form member with a simple structure.SOLUTION: In a method of constructing a concrete structure 1, a foundation part 7 protruding from the top surface of an existing concrete part 2 is formed, and a lightweight buried formwork 5 is installed on the foundation part 7, the outer circumference of the joints between the foundation part 7 and the lightweight buried formwork 5 is sealed with a sealant 8 that is affixed over the outer circumference of the foundation part 7 and the lightweight buried formwork 5 over the entire circumference, and then concrete C is placed around the foundation part 7 and the lightweight buried formwork 5.SELECTED DRAWING: Figure 6
【課題】簡便な構造で効率よく軽量型枠部材の浮き上がりや水平移動を規制することができるコンクリート構造物の構築方法の提供。【解決手段】このコンクリート構造物1の構築方法は、既設コンクリート部2の上面に突出した土台部7を形成し、土台部7上に軽量埋設型枠5を設置した後、土台部7と軽量埋設型枠5との接合目地部の外周面を全周に亘って土台部7の外周面と軽量埋設型枠5に跨って貼着されるシール材8によって封鎖し、しかる後、土台部7及び軽量埋設型枠5の周囲にコンクリートCを打設する。【選択図】図6
METHOD OF CONSTRUCTING CONCRETE STRUCTURE
コンクリート構造物の構築方法
TANAKA TOMOHIRO (author) / IKENO KATSUYA (author)
2024-09-20
Patent
Electronic Resource
Japanese
METHOD FOR CONSTRUCTING CONCRETE STRUCTURE AND METHOD FOR CONSTRUCTING TUNNEL
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