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CONSTRUCTION METHOD OF SUPERSTRUCTURE ON WATER, AND STRUCTURE OF SUPERSTRUCTURE
To provide a method that can efficiently construct a superstructure at an upper end of a pile erected on a water bottom ground with complicated works on the water reduced while absorbing errors in a pile placement position, and to provide a structure of a superstructure.SOLUTION: By mounting a beam member 7 loosely fitted to a pile 50 and protruding inside a through hole 5 in a plan view, on an upper end of the pile 50, in the through hole 5 of a precast block 2, the precast block 2 is supported by an upper part of the pile 50. By loosely inserting a lower part of an insertion member 10 into an inside of the pile 50 and fitting a fitting portion 11 provided in the insertion member 10 to the beam member 7, the insertion member 10 is supported by the beam member 7. A superstructure 1 is constructed by filling an inside of the pile 50 above a partition plate 20 provided inside the pile 50 and the through hole 5 with infilling concrete 30.SELECTED DRAWING: Figure 10
【課題】水底地盤に立設された杭の上端部に、杭の打設位置の誤差を吸収しつつ、水上での煩雑な作業を削減して効率的に上部工を構築できる方法および上部工の構造を提供する。【解決手段】プレキャストブロック2の貫通孔5に杭50に遊嵌し、平面視で貫通孔5の内側に張り出している梁部材7が杭50の上端部に載置された状態にすることで、プレキャストブロック2が杭50の上部に支持された状態にする。挿入部材10の下部を杭50の内側に遊挿し、挿入部材10に設けられた係止部11を梁部材7に係止して、挿入部材10が梁部材7に支持された状態にする。杭50の内部に設けた仕切板20よりも上方の杭50の内側と貫通孔5とに中詰めコンクリート30を充填して上部工1を構築する。【選択図】図10
CONSTRUCTION METHOD OF SUPERSTRUCTURE ON WATER, AND STRUCTURE OF SUPERSTRUCTURE
To provide a method that can efficiently construct a superstructure at an upper end of a pile erected on a water bottom ground with complicated works on the water reduced while absorbing errors in a pile placement position, and to provide a structure of a superstructure.SOLUTION: By mounting a beam member 7 loosely fitted to a pile 50 and protruding inside a through hole 5 in a plan view, on an upper end of the pile 50, in the through hole 5 of a precast block 2, the precast block 2 is supported by an upper part of the pile 50. By loosely inserting a lower part of an insertion member 10 into an inside of the pile 50 and fitting a fitting portion 11 provided in the insertion member 10 to the beam member 7, the insertion member 10 is supported by the beam member 7. A superstructure 1 is constructed by filling an inside of the pile 50 above a partition plate 20 provided inside the pile 50 and the through hole 5 with infilling concrete 30.SELECTED DRAWING: Figure 10
【課題】水底地盤に立設された杭の上端部に、杭の打設位置の誤差を吸収しつつ、水上での煩雑な作業を削減して効率的に上部工を構築できる方法および上部工の構造を提供する。【解決手段】プレキャストブロック2の貫通孔5に杭50に遊嵌し、平面視で貫通孔5の内側に張り出している梁部材7が杭50の上端部に載置された状態にすることで、プレキャストブロック2が杭50の上部に支持された状態にする。挿入部材10の下部を杭50の内側に遊挿し、挿入部材10に設けられた係止部11を梁部材7に係止して、挿入部材10が梁部材7に支持された状態にする。杭50の内部に設けた仕切板20よりも上方の杭50の内側と貫通孔5とに中詰めコンクリート30を充填して上部工1を構築する。【選択図】図10
CONSTRUCTION METHOD OF SUPERSTRUCTURE ON WATER, AND STRUCTURE OF SUPERSTRUCTURE
水上の上部工の構築方法および上部工の構造
WATANABE AKIHIRO (Autor:in) / IWAMOTO KAZUYUKI (Autor:in) / AMINO TAKAHIKO (Autor:in) / WAKAMATSU HIROTOMO (Autor:in) / HAMADA HIROSHI (Autor:in) / KUWAHARA TAKUMA (Autor:in)
23.10.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
CONSTRUCTION METHOD OF SUPERSTRUCTURE ON WATER AND STRUCTURE OF SUPERSTRUCTURE
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2019
|Wiley | 2019
|