A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
GRAVITY TYPE TIDE EMBANKMENT
PROBLEM TO BE SOLVED: To provide a gravity type embankment that helps reduce an amount of ready-mixed concrete used.SOLUTION: A foundation structure 20 further includes therein plural first reinforcing bars 32A, 32B extending in an almost normal direction to a precast wall body 40, in an almost horizontal direction roughly orthogonal to the normal direction of the precast wall body 40 at a prescribed pitch A, and plural second reinforcing bars 34a, 34B extending almost in the horizontal direction roughly orthogonal to the normal direction of the precast wall body 40, in the almost normal direction of the precast wall body 40 at a prescribed pitch B. Each of the plural first reinforcing bars 32A, 32B is disposed at the prescribed pitch A at both of locations above a top edge of a horizontal-direction skeletal member 28 and below a bottom edge of the horizontal-direction skeletal member 28. Each of the plural second reinforcing bars 34A, 34B is disposed at the prescribed pitch B at both of locations above the top edge of the horizontal-direction skeletal member 28 and below the bottom edge of the horizontal-direction skeletal member 28.SELECTED DRAWING: Figure 1
【課題】生コン使用量の低減に寄与することができる重力式防潮堤を提供する。【解決手段】基礎構造２０は、その内部にさらに、プレキャスト壁体４０の略法線方向に延びる第１の鉄筋３２Ａ、３２Ｂをプレキャスト壁体４０の法線方向と略直交する略水平方向に所定のピッチＡで複数備え、プレキャスト壁体４０の法線方向と略直交する略水平方向に延びる第２の鉄筋３４Ａ、３４Ｂをプレキャスト壁体４０の略法線方向に所定のピッチＢで複数備えていて、第１の鉄筋３２Ａ、３２Ｂは、水平方向骨格部材２８の上端よりも上方の位置および水平方向骨格部材２８の下端よりも下方の位置の両方にそれぞれ前記所定のピッチＡで複数配置されており、第２の鉄筋３４Ａ、３４Ｂは、水平方向骨格部材２８の上端よりも上方の位置および水平方向骨格部材２８の下端よりも下方の位置の両方にそれぞれ前記所定のピッチＢで複数配置されている。【選択図】図１
GRAVITY TYPE TIDE EMBANKMENT
PROBLEM TO BE SOLVED: To provide a gravity type embankment that helps reduce an amount of ready-mixed concrete used.SOLUTION: A foundation structure 20 further includes therein plural first reinforcing bars 32A, 32B extending in an almost normal direction to a precast wall body 40, in an almost horizontal direction roughly orthogonal to the normal direction of the precast wall body 40 at a prescribed pitch A, and plural second reinforcing bars 34a, 34B extending almost in the horizontal direction roughly orthogonal to the normal direction of the precast wall body 40, in the almost normal direction of the precast wall body 40 at a prescribed pitch B. Each of the plural first reinforcing bars 32A, 32B is disposed at the prescribed pitch A at both of locations above a top edge of a horizontal-direction skeletal member 28 and below a bottom edge of the horizontal-direction skeletal member 28. Each of the plural second reinforcing bars 34A, 34B is disposed at the prescribed pitch B at both of locations above the top edge of the horizontal-direction skeletal member 28 and below the bottom edge of the horizontal-direction skeletal member 28.SELECTED DRAWING: Figure 1
【課題】生コン使用量の低減に寄与することができる重力式防潮堤を提供する。【解決手段】基礎構造２０は、その内部にさらに、プレキャスト壁体４０の略法線方向に延びる第１の鉄筋３２Ａ、３２Ｂをプレキャスト壁体４０の法線方向と略直交する略水平方向に所定のピッチＡで複数備え、プレキャスト壁体４０の法線方向と略直交する略水平方向に延びる第２の鉄筋３４Ａ、３４Ｂをプレキャスト壁体４０の略法線方向に所定のピッチＢで複数備えていて、第１の鉄筋３２Ａ、３２Ｂは、水平方向骨格部材２８の上端よりも上方の位置および水平方向骨格部材２８の下端よりも下方の位置の両方にそれぞれ前記所定のピッチＡで複数配置されており、第２の鉄筋３４Ａ、３４Ｂは、水平方向骨格部材２８の上端よりも上方の位置および水平方向骨格部材２８の下端よりも下方の位置の両方にそれぞれ前記所定のピッチＢで複数配置されている。【選択図】図１
GRAVITY TYPE TIDE EMBANKMENT
重力式防潮堤
FUJIWARA MAKIKO (author) / NARA TADASHI (author)
2018-01-18
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
TIDE EMBANKMENT PANEL, TIDE EMBANKMENT AND CONSTRUCTION METHOD OF TIDE EMBANKMENT
| European Patent Office | 2018