A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
TIDE EMBANKMENT AND CONSTRUCTION METHOD OF TIDE EMBANKMENT
PROBLEM TO BE SOLVED: To provide a tide embankment and a construction method of the tide embankment capable of easily and quickly joining a cross-sectional connection beam to a front foundation pile and a rear foundation pile, and capable of reducing transport cost of a member for constituting the tide embankment.SOLUTION: The present invention relates to a tide embankment 1 and a construction method thereof for preventing flood damage of an inland part by being constructed in a coast part. The tide embankment 1 comprises a front foundation pile 2 provided in the sea side A-ground 9, a rear foundation pile 3 provided in the inland side B-ground 9 and a cross-sectional directional connection beam 4 installed in the front foundation pile 2 and the rear foundation pile 3. The cross-sectional directional connection beam 4 comprises a front sheath pipe 41 for inserting the front foundation pile 2 and a rear sheath pipe 44 for inserting the rear foundation pile 3, and is arranged over the inland side B-ground 9 from the sea side A-ground 9.SELECTED DRAWING: Figure 1
【課題】前方基礎杭及び後方基礎杭に断面方向連結梁を容易、迅速に接合することができ、防潮堤を構成する部材の輸送コストを低減させることのできる防潮堤及び防潮堤の構築方法を提供する。【解決手段】沿岸部に構築されて内陸部の浸水被害を防止する防潮堤１及びその構築方法に関する。防潮堤１は、海側Ａの地盤９に設けられる前方基礎杭２と、内陸側Ｂの地盤９に設けられる後方基礎杭３と、前方基礎杭２と後方基礎杭３とに架設される断面方向連結梁４とを備える。断面方向連結梁４は、前方基礎杭２が挿通される前方鞘管４１と、後方基礎杭３が挿通される後方鞘管４４とを有し、海側Ａの地盤９から内陸側Ｂの地盤９にかけて配設される。【選択図】図１
TIDE EMBANKMENT AND CONSTRUCTION METHOD OF TIDE EMBANKMENT
PROBLEM TO BE SOLVED: To provide a tide embankment and a construction method of the tide embankment capable of easily and quickly joining a cross-sectional connection beam to a front foundation pile and a rear foundation pile, and capable of reducing transport cost of a member for constituting the tide embankment.SOLUTION: The present invention relates to a tide embankment 1 and a construction method thereof for preventing flood damage of an inland part by being constructed in a coast part. The tide embankment 1 comprises a front foundation pile 2 provided in the sea side A-ground 9, a rear foundation pile 3 provided in the inland side B-ground 9 and a cross-sectional directional connection beam 4 installed in the front foundation pile 2 and the rear foundation pile 3. The cross-sectional directional connection beam 4 comprises a front sheath pipe 41 for inserting the front foundation pile 2 and a rear sheath pipe 44 for inserting the rear foundation pile 3, and is arranged over the inland side B-ground 9 from the sea side A-ground 9.SELECTED DRAWING: Figure 1
【課題】前方基礎杭及び後方基礎杭に断面方向連結梁を容易、迅速に接合することができ、防潮堤を構成する部材の輸送コストを低減させることのできる防潮堤及び防潮堤の構築方法を提供する。【解決手段】沿岸部に構築されて内陸部の浸水被害を防止する防潮堤１及びその構築方法に関する。防潮堤１は、海側Ａの地盤９に設けられる前方基礎杭２と、内陸側Ｂの地盤９に設けられる後方基礎杭３と、前方基礎杭２と後方基礎杭３とに架設される断面方向連結梁４とを備える。断面方向連結梁４は、前方基礎杭２が挿通される前方鞘管４１と、後方基礎杭３が挿通される後方鞘管４４とを有し、海側Ａの地盤９から内陸側Ｂの地盤９にかけて配設される。【選択図】図１
TIDE EMBANKMENT AND CONSTRUCTION METHOD OF TIDE EMBANKMENT
防潮堤及び防潮堤の構築方法
SATO KOICHI (author)
2017-10-12
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
TIDE EMBANKMENT PANEL, TIDE EMBANKMENT AND CONSTRUCTION METHOD OF TIDE EMBANKMENT
| European Patent Office | 2018
TIDE EMBANKMENT AND METHOD FOR CONSTRUCTING TIDE EMBANKMENT
| European Patent Office | 2018