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STORAGE COMPLEX STRUCTURE AND STORAGE TANK AND STORAGE AND INFILTRATION TANK USING THE SAME
PROBLEM TO BE SOLVED: To prevent a damage to a storage complex even when a relatively large partial pressure in a horizontal direction of a soil pressure is exerted on an outer peripheral surface of the storage complex, by receiving the partial pressure with a structurally solid outer peripheral wall.SOLUTION: A partition plate 12 of a storage complex 11 filled inside a storage tank 10 is formed as a square plate having at least one tubular rib protruded from a bottom surface and a top surface, and a tubular first spacer 21 is connected by fitting on the tubular rib of the partition plate. A plurality of horizontally connected bodies 41 to 44 are installed, the horizontally connected body being configured by lining up a plurality of the partition plates on the same horizontal plane and connecting between the partition plates. A first outer layer part 51 is formed at least on an outermost side of a storage tank, the first outer layer part being configured by alternately placing the partition plate and the first spacer in a vertical direction. Furthermore, an outer peripheral wall 15 is formed that surrounds an outer peripheral surface of the first outer layer part, by engaging each of a plurality of wall members 13 of a same shape to the partition plate and the first spacer that constitute the first outer layer part, and connecting the wall members to each other.SELECTED DRAWING: Figure 1
【課題】貯留複合体の外周面に土圧のうち比較的大きな水平方向の分圧が作用しても、この分圧を構造的に強固な外周壁が受けることにより、貯留複合体の損傷を防止する。【解決手段】貯留槽10の内部に充填される貯留複合体11の仕切板12が、下面及び上面に少なくとも1本の円筒リブがそれぞれ突設された正方形板状に形成され、仕切板の円筒リブに嵌合して筒状の第1スペーサ21が接続される。また複数の仕切板を同一水平面内に並べて互いに連結することにより構成される水平連結体41〜44が複数段設けられる。貯留槽の少なくとも最も外側に第1外層部51が設けられ、この第1外層部が仕切板及び第1スペーサを鉛直方向に交互に配置して構成される。更に第1外層部を構成する仕切板及び第1スペーサに同一形状の複数の壁部材13がそれぞれ係合するとともに互いに係合することにより第1外層部の外周面を包囲する外周壁15が形成される。【選択図】図1
STORAGE COMPLEX STRUCTURE AND STORAGE TANK AND STORAGE AND INFILTRATION TANK USING THE SAME
PROBLEM TO BE SOLVED: To prevent a damage to a storage complex even when a relatively large partial pressure in a horizontal direction of a soil pressure is exerted on an outer peripheral surface of the storage complex, by receiving the partial pressure with a structurally solid outer peripheral wall.SOLUTION: A partition plate 12 of a storage complex 11 filled inside a storage tank 10 is formed as a square plate having at least one tubular rib protruded from a bottom surface and a top surface, and a tubular first spacer 21 is connected by fitting on the tubular rib of the partition plate. A plurality of horizontally connected bodies 41 to 44 are installed, the horizontally connected body being configured by lining up a plurality of the partition plates on the same horizontal plane and connecting between the partition plates. A first outer layer part 51 is formed at least on an outermost side of a storage tank, the first outer layer part being configured by alternately placing the partition plate and the first spacer in a vertical direction. Furthermore, an outer peripheral wall 15 is formed that surrounds an outer peripheral surface of the first outer layer part, by engaging each of a plurality of wall members 13 of a same shape to the partition plate and the first spacer that constitute the first outer layer part, and connecting the wall members to each other.SELECTED DRAWING: Figure 1
【課題】貯留複合体の外周面に土圧のうち比較的大きな水平方向の分圧が作用しても、この分圧を構造的に強固な外周壁が受けることにより、貯留複合体の損傷を防止する。【解決手段】貯留槽10の内部に充填される貯留複合体11の仕切板12が、下面及び上面に少なくとも1本の円筒リブがそれぞれ突設された正方形板状に形成され、仕切板の円筒リブに嵌合して筒状の第1スペーサ21が接続される。また複数の仕切板を同一水平面内に並べて互いに連結することにより構成される水平連結体41〜44が複数段設けられる。貯留槽の少なくとも最も外側に第1外層部51が設けられ、この第1外層部が仕切板及び第1スペーサを鉛直方向に交互に配置して構成される。更に第1外層部を構成する仕切板及び第1スペーサに同一形状の複数の壁部材13がそれぞれ係合するとともに互いに係合することにより第1外層部の外周面を包囲する外周壁15が形成される。【選択図】図1
STORAGE COMPLEX STRUCTURE AND STORAGE TANK AND STORAGE AND INFILTRATION TANK USING THE SAME
貯留複合体の構造並びにこれを用いた貯留槽及び貯留浸透槽
TAKAI SEIICHIRO (Autor:in)
04.02.2016
Patent
Elektronische Ressource
Japanisch
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