| 例文 (8件) |
土被り圧の部分一致の例文一覧と使い方
該当件数 : 8件
土圧式シールド機による小土被り区間の掘進方法及びチャンバ内の圧力管理方法例文帳に追加
EXCAVATION METHOD OF SMALL OVERBURDEN ZONE BY EARTH PRESSURE SHIELD MACHINE, AND PRESSURE CONTROL METHOD IN CHAMBER - 特許庁
トンネル掘削工法は、強大土圧が発生する個所にトンネルを構築する際に適用され、既掘削部分の内空変位計測を行い、土被りなどの地形条件を参照にして土圧卓越方向を推定する。例文帳に追加
This tunnel boring method is applied in constructing a tunnel in a place where a large earth pressure is generated, the displacement of an existing bored part is measured, and the earth pressure predominant direction is estimated with reference to the topographical condition such as the earth cover. - 特許庁
対象地盤の表面を面的に加圧して土被り圧を増大させて、適度に流動性のある固結材の柱状固結体１を造成する。例文帳に追加
The surface of a target ground is planarly pressurized to increase an overburden pressure, thereby constructing a column-shaped consolidated body 1 of a solidifying material having moderate fluidity. - 特許庁
土被り深さと地盤の単位体積重量との関係に基づいて切羽直上の鉛直土圧を算出し、この鉛直土圧Ｐよりもチャンバ５内が所定圧だけ大きい設定圧力Ｐ０となるように管理する。例文帳に追加
In a process of the execution of the excavation method, vertical earth pressure immediately above a working face is calculated based on a relationship between an overburden depth and weight per unit volume of the ground, and the interior of the chamber 5 is controlled so as to be set at set pressure P0 that is larger than vertical earth pressure P by a predetermined value. - 特許庁
推進中における蛇行や、曲線推進による曲げの作用に強く、施工後における高土被りによって発生する高土圧等による外圧強度に強く、更に、耐震性にも対応可能な推進管を実現する。例文帳に追加
To provide a propulsive pipe which is resistible to an flexural effect caused by meanderings during propulsion and curved propulsion, and to an external pressure strength caused by a high earth pressure or the like produced by covering with thick earth after execution of propulsion, and also can cope with an earthquake. - 特許庁
土被りが浅い場所、流砂現象が発生し易い場所等をシールド掘削機によりトンネル掘削する場合等におけるチャンバ内の急激な土圧変動にも対応したシールド掘削機における土圧バランス装置を提供することを提供する。例文帳に追加
To provide an earth pressure balancing device of a shield machine capable of coping with the sudden change of earth pressure in a chamber, in a case when a tunnel is excavated by the shield machine at a place of shallow earth covering or a place where the sediment load is easily generated. - 特許庁
組合せパネル（側壁プレキャストコンクリートパネル＋やっとこ用鋼製パネル＋仮設材）を圧入し，仮設材を固定した状態のままで，土被りに相当する部分のやっとこ用鋼製パネルを引抜く事で，余裕幅を取って土留壁を打設しなくて良くなり，また長い土留壁を引抜かなくとも良くなる。例文帳に追加
By pulling out a part of the steel panel 5 corresponding to the earth covering in a state that the temporary material is fixed, a need for placing the earth-retaining wall with the width allowance and the long earth-retaining wall does not have to be drawn out. - 特許庁
液状化を防止するべき対象領域の地盤を止水壁１１により取り囲み、そこから地下水の揚水を行って、いったん地下水位を低下させることで、対象領域内地盤に同地盤の鉛直有効土被り圧の増加を経験させた後、地下水の揚水を停止することで自由地下水位に戻す。例文帳に追加
The ground in an objective area to prevent the liquefaction is surrounded by cut-off walls 11, ground water is pumped therefrom, once the ground water level is lowered, and after the increase of vertical effective overburden pressure of the ground in the objective area is experienced to the same ground, the pumping ground water is stopped to return the ground water level to the flexible ground water level. - 特許庁
| 例文 (8件) |
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