impermeable wallとは 意味・読み方・使い方

Accordingly, a water-impermeable film is formed on the wall surface of the ground 10 of the tail void 14, and the inundation of ground water from the ground and the collapse of the ground are prevented by the water- impermeable film.例文帳に追加

従って、テールボイド１４の地盤１０の壁面に不透水膜が形成され、該不透水膜によって地山からの地下水の浸水と地山の崩落とを防止する。 - 特許庁

In the structure for purifying groundwater by a permeable reactive wall which is provide with the permeable reactive wall 5 installed underground and an impermeable wall 7 connected to the permeable reactive wall 5, and connects the impermeable wall 7 and the permeable reactive wall 5 by the grout 6, the grout 6 has non-leachability or low leachability of a reaction inhibitor of the permeable reactive wall 5.例文帳に追加

地中に設けられた透過性反応壁５及び該透過性反応壁に連なる遮水壁７を備え、該遮水壁と透過性反応壁とがグラウト６によって接続されている透過性反応壁による地下水浄化構造において、該グラウト６は、透過性反応壁の反応阻害物質の不溶出性又は低溶出性を有していることを特徴とする。 - 特許庁

To provide an impermeable wall in which the generation and growth of a crack are suppressed even when tensile loads by bending act thereon.例文帳に追加

曲げによる引張荷重が作用してもクラックの発生、成長が抑制される遮水壁を提供する。 - 特許庁

The groundwater level of the ground between the construction position of the earth retaining wall 10 and the impermeable wall 30 is lowered by the groundwater level lowering means so that the front face of the earth retaining wall 10 is excavated.例文帳に追加

山留め壁１０の構築位置と遮水壁３０との間の地盤の地下水位を地下水位低下手段により低下させ、山留め壁１０の前面の掘削を行うようにした。 - 特許庁

In the underground section 11, an underground exterior wall 17 of the structure 10 is provided by being embedded in the impermeable soil layer 14, so as to be also used as a cut-off wall.例文帳に追加

地中部分１１には、構造物１０の地下外壁１７が止水壁兼用として、不透水性土層１４内に根入れして設けられている。 - 特許庁

While the solidification material 23 is still soft, an impermeable precast member 24 is inserted therein so that a wall member 25 is continuously constructed in the ground.例文帳に追加

この固化材23が柔らかいうちに不透水性のプレキャスト部材24を挿入して、地中に壁部材25を連続的に施工する。 - 特許庁

This earth retaining structure is constituted of an earth retaining wall 10 of open channel structure constructed in excavating the ground and an impermeable wall 30 constructed in the ground a prescribed distance towards the rear face side from the earth retaining wall 10 along the earth retaining wall 10.例文帳に追加

本山留め構造は、地盤掘削に伴って構築される開水構造の山留め壁１０と、この山留め壁１０から所定距離だけ背面側の地盤内に山留め壁１０に沿って造成される遮水壁３０とからなる。 - 特許庁

A first joint seal structure 1-1 is formed of the left side long cylinder 5, the central long cylinder 6, and the water impermeable wall layer 7 between these long cylinders in Fig., and a second joint seal structure 1-2 is formed of the right side long cylinder 5, the long cylinder 6, and the water impermeable wall layer 7 between these long cylinders in Fig.例文帳に追加

図中左側の長筒（５）と中央の長筒（６）およびこれらの間の不透水壁層（７）とで第１の目地シール構造（１−１）を形成し、図中右側の長筒（５）と長筒（６）およびこれらの間の不透水壁層（７）とで第２の目地シール構造（１−２）を形成する。 - 特許庁