surface of vertical groundとは 意味・読み方・使い方

A guide rail 40 for guiding the ascent/descent of the bucket 30 is fixed to the inside surface of a vertical hole H which is excavated in ground G.例文帳に追加

地盤Ｇに掘削した縦穴Ｈの内側面にバケット３０の昇降を案内するガイドレール４０を固定する。 - 特許庁

A refrigerant passage in the heat exchanger pipe 18 of the evaporator 8 is provided in the vertical direction to the ground surface.例文帳に追加

また、蒸発器８の伝熱管１８内の冷媒通路を地面に対して垂直方向となるように配置する。 - 特許庁

The plate-like body is ground with a grinding work surface plate in which the vertical interval of the grinding surface is controlled to be at or below 0.2 mm.例文帳に追加

研削加工面の高低差が０．２ｍｍ以下であるように管理された研削加工定盤を用いて板状体を研削加工する。 - 特許庁

The ground surface estimation part 5 estimates a plane which includes an end of the contour in a direction to which a vertical line of a digital camera 100 extends in the three-dimensional space and which is perpendicular to the direction, to be a ground surface.例文帳に追加

地面推定部５は、三次元空間における前記輪郭のデジタルカメラ１００の鉛直線の伸びる方向の端部を含みかつ当該方向に垂直な面を地面と推定する。 - 特許庁

In a state that the boundary marking pile 1 is installed, a plate surface of a horizontal plate 3a of the stabilizing tool 3 in the ground G3 is positioned vertical to the pullout direction of the pile body 2, and a plate surface of a vertical plate 3b of the stabilizing tool 3 is positioned vertical to the lateral direction of the pile body 2.例文帳に追加

境界標識杭１を設置した状態では、地中Ｇ３内の安定具３の水平板部３ａの板面が、杭本体２の引き抜き方向に対して垂直に位置し、安定具３の垂直板部３ｂの板面が、杭本体２の横方向に対して垂直に位置する。 - 特許庁

The natural ground 3 directly under the every ground improvement body 1 is constrained in the arch to vertical one dimensionally limit the consolidation displacement of the constrained ground, and the load applied to every ground improvement body 1 on the ground surface is made to effectively act as consolidation pressure.例文帳に追加

そして、各地盤改良体１の直下の原地盤３をアーチ内に拘束することで、拘束された地盤の圧密変位を鉛直一次元的に制限し、地表で各地盤改良体１に加わる荷重を圧密圧力として有効に作用させる。 - 特許庁

A first vertical hole 30 is excavated through a first excavation process where the first vertical hole 30 is excavated down to a lower side of a boundary surface 28 between a contaminated layer 20 and an impermeable layer 22 by penetrating a ground surface layer 18 as well as the contaminated layer 20.例文帳に追加

第１掘削工程により、地盤表層１８と汚染層２０を貫通して、汚染層２０と不透水層２２との境界面２８の下方まで第１縦穴３０が掘削される。 - 特許庁

The first range 51 has a vertical length of 0.5-1.5 times the height (H) of an exposed part of the steel pipe sheet pile wall 10 which is exposed from a lower ground surface 41 of the two ground surfaces 41, 42 of the ground partitioned by the steel pipe sheet pile wall 10.例文帳に追加

第１の範囲５１は、鋼管矢板壁１０で区切られる地盤の各地盤面４１，４２うちの低い方の地盤面４１から露出する前記鋼管矢板壁１０の部分の高さ（Ｈ）の０．５倍から１．５倍の上下長さを有する。 - 特許庁