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FLOOR-LANDING TYPE FOUNDATION AND CONSTRUCTION METHOD OF FLOOR-LANDING TYPE FOUNDATION
PROBLEM TO BE SOLVED: To provide a floor-landing type foundation and a construction method of the floor-landing type foundation capable of reducing weight of a foundation structure member of requiring suspension and the movement in installation construction, and also easily installable-constructible so as to become a desired installation attitude and a height position.SOLUTION: In a floor-landing type foundation having a gravity type foundation 12 provided on a rubble mound and a jacket 14 installed on the gravity type foundation 12, the gravity type foundation 12 is integrally provided with a connecting sheath pipe 12B having an inner space part of opening at least an upper part, and the jacket 14 comprises a leg 14A extending downward, and the leg 14A is inserted into the connecting sheath pipe 12B, and the leg 14A inserted into the connecting sheath pipe 12B is integrated with the connecting sheath pipe 12B into which the leg itself is inserted.SELECTED DRAWING: Figure 2
【課題】据え付け施工の際に吊り上げや移動が必要となる基礎構造用の部材の重量を軽減することができ、かつ、所望の設置姿勢および高さ位置となるように据え付け施工しやすい着床式基礎および着床式基礎の構築方法を提供する。【解決手段】捨石マウンド上に配置された重力式基礎12と、重力式基礎12に取り付けられたジャケット14と、を有してなる着床式基礎であって、重力式基礎12は、少なくとも上方が開口している内空部を有する連結用さや管12Bを一体的に備え、ジャケット14は下方に延びるレグ14Aを有し、レグ14Aは連結用さや管12Bに差し込まれていて、かつ、連結用さや管12Bに差し込まれたレグ14Aは、自身が差し込まれた連結用さや管12Bと一体化している。【選択図】図2
FLOOR-LANDING TYPE FOUNDATION AND CONSTRUCTION METHOD OF FLOOR-LANDING TYPE FOUNDATION
PROBLEM TO BE SOLVED: To provide a floor-landing type foundation and a construction method of the floor-landing type foundation capable of reducing weight of a foundation structure member of requiring suspension and the movement in installation construction, and also easily installable-constructible so as to become a desired installation attitude and a height position.SOLUTION: In a floor-landing type foundation having a gravity type foundation 12 provided on a rubble mound and a jacket 14 installed on the gravity type foundation 12, the gravity type foundation 12 is integrally provided with a connecting sheath pipe 12B having an inner space part of opening at least an upper part, and the jacket 14 comprises a leg 14A extending downward, and the leg 14A is inserted into the connecting sheath pipe 12B, and the leg 14A inserted into the connecting sheath pipe 12B is integrated with the connecting sheath pipe 12B into which the leg itself is inserted.SELECTED DRAWING: Figure 2
【課題】据え付け施工の際に吊り上げや移動が必要となる基礎構造用の部材の重量を軽減することができ、かつ、所望の設置姿勢および高さ位置となるように据え付け施工しやすい着床式基礎および着床式基礎の構築方法を提供する。【解決手段】捨石マウンド上に配置された重力式基礎12と、重力式基礎12に取り付けられたジャケット14と、を有してなる着床式基礎であって、重力式基礎12は、少なくとも上方が開口している内空部を有する連結用さや管12Bを一体的に備え、ジャケット14は下方に延びるレグ14Aを有し、レグ14Aは連結用さや管12Bに差し込まれていて、かつ、連結用さや管12Bに差し込まれたレグ14Aは、自身が差し込まれた連結用さや管12Bと一体化している。【選択図】図2
FLOOR-LANDING TYPE FOUNDATION AND CONSTRUCTION METHOD OF FLOOR-LANDING TYPE FOUNDATION
着床式基礎および着床式基礎の構築方法
EBIHARA TOSHIHIRO (Autor:in) / TSUJIOKA KAZUO (Autor:in)
22.02.2018
Patent
Elektronische Ressource
Japanisch
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