A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
DRAIN PIPING STRUCTURE
To provide the drain piping structure capable of reducing a flow rate of rainwater discharged to a mass.SOLUTION: The drain piping structure 30 comprises a first horizontal piping part 31 having an inner diameter of a diameter D3. A second horizontal piping part 32 has an inner diameter with a diameter D4 larger than the diameter D3, and is disposed on a downstream side of the first horizontal piping part 31. A third horizontal piping part 33 is disposed on the downstream side of the second horizontal piping part 32 and is connected to the mass 110. A joint 35 connects the second horizontal piping part 32 and the third horizontal piping part 33 so that an axis A2 direction of the third horizontal piping part 33 is inclined with respect to an axis A1 direction of the second horizontal piping part 32. Assuming that an inclination angle in the axis direction of the third horizontal piping part 33 with respect to the axis direction of the second horizontal piping part 32 is θ, θ satisfies the following expression (α) (the expression (α) is expressed by 20 degrees≤θ≤80 degrees).SELECTED DRAWING: Figure 6
【課題】マスへ排出される雨水の流速を低減することが可能な排水配管構造を提供すること。【解決手段】排水配管構造３０では、第１横引き配管部３１は、直径Ｄ３の内径を有する。第２横引き配管部３２は、直径Ｄ３よりも大きい直径Ｄ４の内径を有し、第１横引き配管部３１の下流側に配置されている。第３横引き配管部３３は、第２横引き配管部３２よりも下流側に配置されマス１１０に接続される。継手３５は、第２横引き配管部３２の軸Ａ１方向に対して第３横引き配管部３３の軸Ａ２方向が傾斜するように第２横引き配管部３２と第３横引き配管部３３を繋ぐ。第２横引き配管部３２の軸方向に対する第３横引き配管部３３の軸方向の傾斜角度をθとすると、以下の式（α）を満たす。２０度≦θ≦８０度・・・式（α）【選択図】図６
DRAIN PIPING STRUCTURE
To provide the drain piping structure capable of reducing a flow rate of rainwater discharged to a mass.SOLUTION: The drain piping structure 30 comprises a first horizontal piping part 31 having an inner diameter of a diameter D3. A second horizontal piping part 32 has an inner diameter with a diameter D4 larger than the diameter D3, and is disposed on a downstream side of the first horizontal piping part 31. A third horizontal piping part 33 is disposed on the downstream side of the second horizontal piping part 32 and is connected to the mass 110. A joint 35 connects the second horizontal piping part 32 and the third horizontal piping part 33 so that an axis A2 direction of the third horizontal piping part 33 is inclined with respect to an axis A1 direction of the second horizontal piping part 32. Assuming that an inclination angle in the axis direction of the third horizontal piping part 33 with respect to the axis direction of the second horizontal piping part 32 is θ, θ satisfies the following expression (α) (the expression (α) is expressed by 20 degrees≤θ≤80 degrees).SELECTED DRAWING: Figure 6
【課題】マスへ排出される雨水の流速を低減することが可能な排水配管構造を提供すること。【解決手段】排水配管構造３０では、第１横引き配管部３１は、直径Ｄ３の内径を有する。第２横引き配管部３２は、直径Ｄ３よりも大きい直径Ｄ４の内径を有し、第１横引き配管部３１の下流側に配置されている。第３横引き配管部３３は、第２横引き配管部３２よりも下流側に配置されマス１１０に接続される。継手３５は、第２横引き配管部３２の軸Ａ１方向に対して第３横引き配管部３３の軸Ａ２方向が傾斜するように第２横引き配管部３２と第３横引き配管部３３を繋ぐ。第２横引き配管部３２の軸方向に対する第３横引き配管部３３の軸方向の傾斜角度をθとすると、以下の式（α）を満たす。２０度≦θ≦８０度・・・式（α）【選択図】図６
DRAIN PIPING STRUCTURE
排水配管構造
TANAKA MASANARI (author) / TERACHI SHINJI (author) / MOTO TAKAAKI (author)
2019-08-22
Patent
Electronic Resource
Japanese