ground anchorageとは 意味・読み方・使い方

In an axial force measurement method for a ground anchor 31 used for stabilization of a slope or the like, ultrasonic waves are oscillated at one lateral face of an anchorage 32 provided at the head of the ground anchor 31, and on the basis of an amplitude of ultrasonic waves transmitted to the other lateral face facing the one lateral face of the anchorage 32, an axial force of the ground anchor 31 is determined.例文帳に追加

斜面などの安定化に用いるグラウンドアンカー３１の軸力測定方法であって、グラウンドアンカー３１の頭部に設けた定着具３２の一側面で超音波を発振し、定着具３２の一側面と対向する他側面に透過する超音波の振幅に基づいて、グラウンドアンカー３１の軸力を求めるグラウンドアンカー３１の軸力測定方法。 - 特許庁

One end side of a steel bar 3 is fixed to the ground 1, and the head section side is strained by taking reaction force and is fixed to the ground 1 with a head anchorage device 7 through a bearing plate 18.例文帳に追加

鋼棒３の一端側が地盤１に固定され、頭部側が支圧板１８を介して頭部定着具７によって地盤１に反力を取って緊張、定着される。 - 特許庁

To provide a reinforcing method for natural ground capable of preventing the occurrence of a leak in a natural ground first receiving work in which a solidifying material is injected and adequate anchorage and natural ground improvement can be performed without carrying out cross section widening during tunnel excavation work even in a state of rupture of a bore hole wall.例文帳に追加

固結材を注入する地山先受け工に於けるリークの発生を防止できると共に、トンネル掘削作業時に断面拡幅を行う必要がなく、孔壁崩壊の状態でも適格な定着と地山改良を行うことができる地山補強工法を提供する。 - 特許庁

When a set of tension members 20 providing bearing bodies 22 to them is completed, grout is poured into a bored hole to harden, and anchorage sections 20b are anchored to the ground.例文帳に追加

支圧体２２を装着した引張材２０のセットが終了すると、削孔内にグラウトを注入して硬化させることにより、定着部２０ｂを地盤１８に固定定着させる。 - 特許庁

The cable bolt anchorage device consists of a main body screw portion 12 for screw-anchoring an outside end of a cable bolt 1 housed in a bolt hole 4, to the natural ground 3 by clamping a nut, and a press-fitting portion 11 connected to the main body screw portion 12 in an axial direction.例文帳に追加

ボルト孔４に収容されたケーブルボルト１の口元端をナット締めにより地山３にネジ定着させる本体ネジ部１２と、本体ネジ部１２と軸線方向に連接された圧着部１１とからなる。 - 特許庁

To solve the problem that water cutoff properties are improved as a curing pipe corresponding to the angle of drilling of an anchor hole regarding the anchorage structure of a head section in a ground anchor preventing the floating of the collapse of a ground slope such as the face of a slope, a retaining wall or the like and a wall surface.例文帳に追加

本発明は、例えば、法面や擁壁等の地盤斜面及び壁面の崩落の浮上がりを防止するグラウンドアンカーにおける頭部の定着構造に関し、アンカー孔の削孔角度に対応した養生管として止水性を高めることが課題である。 - 特許庁

An elastic member 20 making the steel bar 3 have tensile force by elastic deformation is provided between the head anchorage device 7 and bearing plate 18 in a state to have the elastic deformation corresponding to the length of movement in the case the bearing plate 18 is moved by at least frost heaving of the ground 1.例文帳に追加

頭部定着具７と支圧板１８との間に、弾性変形により鋼棒３に緊張力を生じさせる弾性部材２０を、少なくとも地盤１の凍上により支圧板１８が移動したときの移動長に対応する弾性変形長を有した状態で介装する。 - 特許庁

A spray type pressure projection structure 1 which is anchored on the ground by use of an anchorage material 2 like an anchor or the like is installed in the condition that the respective structures independently are positioned and partition members 3 provided with a clearance through which water and nutriment can permeate are placed to partition greening earth.例文帳に追加

アンカー等の定着材２を用いて地盤に定着される吹付け型の受圧構造物１をそれぞれ独立して点在した状態に設置するとともに、それらの受圧構造物１相互間に水や養分が通過可能な間隙部を備えた仕切り部材３を設置して緑化用土を仕切る。 - 特許庁