A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
INSTALLATION FOUNDATION PILE, FOUNDATION PILE FOR INSTALLING SOLAR PANEL, INSTALLATION METHOD OF FOUNDATION PILE AND INSTALLATION METHOD OF FOUNDATION PILE OF SOLAR PANEL
PROBLEM TO BE SOLVED: To provide an installation foundation pile, a foundation pile for installing solar panel, an installation method of foundation pile and an installation method of foundation pile of solar panel capable of satisfactorily bearing subsidence weight and drawing stress.SOLUTION: A foundation pile 100 has a cut 400 which is formed in the front end of a cylinder part 200. The cylinder part 200 expands radially from an axial direction to form an anchor. The inside and outside of the cylinder part 200 are filled with a mortar 650 through a hole 300. As a result, a part of the cylinder part 200 is used as a lateral picket (mortar 650). With this, the foundation pile 100 is stably installed; and the foundation pile 100 satisfactorily bears a subsidence weight and a drawing stress.SELECTED DRAWING: Figure 9
【課題】容易に沈下重および引抜応力に応じることができる設置用の基礎杭、太陽光パネルの設置用の基礎杭、基礎杭の設置方法および太陽光パネルの基礎杭の設置方法を提供する。【解決手段】基礎杭１００は、筒部２００の他端部に形成された切り込み４００により筒部２００が軸方向から放射状に広がりアンカーを形成することができる。また、孔３００からモルタル６５０が、筒部２００の内部と外部とに補填される。その結果、筒部２００の一部を横杭（モルタル６５０）として設けることで、設置用の基礎杭１００を安定して設置することができる。したがって、設置用の基礎杭１００は、容易に沈下重および引抜応力に応じることができる【選択図】図９
INSTALLATION FOUNDATION PILE, FOUNDATION PILE FOR INSTALLING SOLAR PANEL, INSTALLATION METHOD OF FOUNDATION PILE AND INSTALLATION METHOD OF FOUNDATION PILE OF SOLAR PANEL
PROBLEM TO BE SOLVED: To provide an installation foundation pile, a foundation pile for installing solar panel, an installation method of foundation pile and an installation method of foundation pile of solar panel capable of satisfactorily bearing subsidence weight and drawing stress.SOLUTION: A foundation pile 100 has a cut 400 which is formed in the front end of a cylinder part 200. The cylinder part 200 expands radially from an axial direction to form an anchor. The inside and outside of the cylinder part 200 are filled with a mortar 650 through a hole 300. As a result, a part of the cylinder part 200 is used as a lateral picket (mortar 650). With this, the foundation pile 100 is stably installed; and the foundation pile 100 satisfactorily bears a subsidence weight and a drawing stress.SELECTED DRAWING: Figure 9
【課題】容易に沈下重および引抜応力に応じることができる設置用の基礎杭、太陽光パネルの設置用の基礎杭、基礎杭の設置方法および太陽光パネルの基礎杭の設置方法を提供する。【解決手段】基礎杭１００は、筒部２００の他端部に形成された切り込み４００により筒部２００が軸方向から放射状に広がりアンカーを形成することができる。また、孔３００からモルタル６５０が、筒部２００の内部と外部とに補填される。その結果、筒部２００の一部を横杭（モルタル６５０）として設けることで、設置用の基礎杭１００を安定して設置することができる。したがって、設置用の基礎杭１００は、容易に沈下重および引抜応力に応じることができる【選択図】図９
INSTALLATION FOUNDATION PILE, FOUNDATION PILE FOR INSTALLING SOLAR PANEL, INSTALLATION METHOD OF FOUNDATION PILE AND INSTALLATION METHOD OF FOUNDATION PILE OF SOLAR PANEL
設置用の基礎杭、太陽光パネルの設置用の基礎杭、基礎杭の設置方法および太陽光パネルの基礎杭の設置方法
MASUDA GAKUSHIN (author) / MIYAKE YOSHIHARU (author) / SHIRAISHI HIROMI (author)
2016-02-18
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2017