「earth pressure in the ground」に関連した英語例文の一覧と使い方 - Weblio英語例文検索

To provide a blind drain pipe having both excellent productivity and sufficient uncrushable strength even when it receives pressure such as earth pressure in the ground.例文帳に追加

地中で土圧等の圧力を受けても潰れないような十分な強度と、優れた生産性とを兼ね備えた盲排水管を提供する。 - 特許庁

Since a ground surface in a section lower than the earth-pressure reducing plate 20A need not be excavated, the quantity of excavated materials can be lowered, and labor, the time and labor cost can be reduced.例文帳に追加

また、土圧軽減板20A より下方の地面を掘削する必要がないから、堀削土量を軽減でき、手間、時間および人件費を少なくできる。 - 特許庁

To provide an earth retaining wall allowing cutting work for a steel core material to be saved even in the case of the removal of the upper end part of the earth retaining wall and having the capability to sufficiently resist earth pressure near a ground surface even when another wall body is not installed on the side of the back surface of the earth retaining wall.例文帳に追加

山留め壁の上端部を撤去する場合にも、鋼製芯材の切断作業を省くことができて、しかも、山留め壁の背面側に別の壁体を設けなくても、地表面近くの土圧に充分に対抗することができる山留め壁を提供すること。 - 特許庁

To provide an efficient design taking account of soil improvement effect by an increasing horizontal earth pressure between piles by the piles driven in a target ground.例文帳に追加

対象地盤に打設された杭により杭間で増加する水平方向土圧による地盤改良効果を考慮した効率的な設計を実現する。 - 特許庁

To provide a self-supporting retaining wall bearing back earth pressure and applicable to a portion outside the ground in a compacted sandy soil.例文帳に追加

本発明は、締まった砂質土の地盤でない箇所等にも適用可能な背面土圧を支える自立式擁壁を提供する。 - 特許庁

When immersion becomes difficult since the side wall 1 sticks to the ground by the surrounding ground pressure and the large adhesion of the earth in the middle of the immersion, excavating earth (a load material) W is put in vessels by installing a plurality of vessels 3 in an upper part of the side wall 1.例文帳に追加

その沈設の途上で、側壁１が、周囲の地盤の圧力や土の大きな粘着力で地盤に付着して沈設が困難になった場合には、側壁１の上部に複数の容器３を取り付けて、その中に掘削土（荷重材料）Ｗを入れる。 - 特許庁

In the earth retaining wall member 4 erected in the ground, a steel rod material 11 is fitted to be bent downward and in a substantially U-shaped, and tension force is introduced into the steel rod material 11 to apply such force that the earth retaining wall member 4 bends and deforms toward the back side receiving the earth and water pressure.例文帳に追加

地盤中に建て込まれた土留め壁部材４において、下方に湾曲させて略Ｕ字形に鋼製線材１１が取り付けられ、鋼製線材１１は、土留め壁部材４が土水圧を受ける背面側へ向けて曲げ変形しようとする力が作用するように緊張力が導入されている。 - 特許庁

The earth retaining wall 12 formed in wall shape with the soil-cement improvement bodies 32, has a height that covers the height difference between the ground surface 17 of the natural ground side 16 and the ground surface 19 of the excavated face side 18, and resists soil pressure P received from the natural ground side 16.例文帳に追加

土留壁１２は、ソイルセメント改良体３２で壁状に形成され、地山側１６の地表面１７と掘削面側１８の地表面１９との高低差を覆う高さを有し、地山側１６から受ける土圧Ｐに抵抗する。 - 特許庁

To provide a ground improvement construction method with a high-quality high pressure injection agitating pile having a large diameter, by smoothly jetting sludge to the ground surface by solving the problem of blocking up a sludge passage in enlarging a ground improvement range in the viscous earth ground.例文帳に追加

粘性土地盤において地盤改良範囲を大きくするほど排泥通路が閉塞するという問題を解決し、排泥をスムーズに地表面に噴出し、大口径で、高品質の高圧噴射攪拌杭の地盤改良工法を提供する。 - 特許庁

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.例文帳に追加

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。 - 特許庁

To provide a pipe burial propulsion construction method where no earth and sand and ground water blow from the gap between a tentatively installed buried propulsion pipe and a buried pipe to the side of the start side pit even in the case of the ground with a high underground water pressure.例文帳に追加

地下水圧が高い地盤の場合でも、仮設推進管と埋設管との隙間から発進側立抗側に土砂や地下水が噴発することがない管埋設推進工法を提供する。 - 特許庁

To provide a structure for coping with ground lateral flow, which can reduce damages caused by lateral flow accompanying liquefaction of the ground to a minimum by decreasing a passive earth pressure in a non-liquefied layer.例文帳に追加

非液状化層における受動土圧を低減することによって、地盤の液状化に伴う側方流動による被害を最小限に抑えることのできる地盤側方流動対策構造を提供することを課題とする。 - 特許庁

A resin sheet 22 is arranged in such a manner as to cover a top surface of the silica sand 20 and a pressure receiving surface 12A of the earth pressure gauge 12; and a peripheral edge 22A of the sheet 22 is exposed on the ground 30 around the hole section 18.例文帳に追加

硅砂２０の上面及び土圧計１２の受圧面１２Ａを覆うように樹脂製のシート２２を配置し、シート２２の周縁部２２Ａを穴部１８の周囲の地盤３０上に露出させる。 - 特許庁

To provide a drain material which can be installed in the ground without making a ground surface dug up and which combines sufficient strength against earth pressure with the property of properly discharging redundant water etc., and drain material which can easily recover a discharge function decreased due to clogging caused after being installed in the ground.例文帳に追加

地面を掘り起こすことなく地中に設置することが可能で、且つ、土圧に対する十分な強度と余剰水等の良好な排出性とを兼ね備えたドレーン材、及び、地中設置後に生じた目詰まりにより低下した排出機能を容易に回復できるドレーン材を提供する。 - 特許庁

To provide polygonal frame body earth retaining for an excavation groove characterized by being joined by a hinge by forming a polygonal annular frame body by an adjusting device by hydraulic pressure or atmospheric pressure for adjusting a boom length in a timbering material of a sheet pile construction method for preventing the collapse of the natural ground for burying a manhole under the ground.例文帳に追加

マンホール等を地下に埋設するために、地山崩壊防止用の矢板工法の支保材において、フレーム長さを調整させる、液圧または気圧による調整装置で、多辺形の環状枠体を形成し、ヒンジ結合されることを特徴とする掘削溝用多辺枠体土留を提供する。 - 特許庁

To provide a low friction member capable of preventing generation of large shearing earth pressure in a structure buried in the ground due to an earthquake or ground subsidence, whereby dispensing with increasing the strength of the structure to suppress the cost increase lower than before, and to provide a shearing earth pressure reducing method for a structure using the low friction member.例文帳に追加

地震や地盤沈下によって、地中に埋設されている構造物に大きなせん断土圧が発生するのを防止でき、これにより構造物の強度を増大させる必要がなく、コストアップを従来より抑えることが可能な低摩擦部材及びこの低摩擦部材を用いた構造物のせん断土圧低減方法を提供する。 - 特許庁

A ground excavation blade 32 extending in the direction intersecting a shaft C30 of a casing 30 drills the earth and sand below the casing 30 by the casing 30 lowering while rotating and thereby breaking a soil wedge in a pressure bulb generated in the ground below the casing 30.例文帳に追加

ケーシング３０の軸Ｃ３０と交差する方向に延びる地盤掘削翼３２が、ケーシング３０が回転しながら下降することによりケーシング３０下側の土砂を掘削し、ケーシング３０下側の地盤に発生する圧力球根内の土くさびを崩壊させる。 - 特許庁

To provide a ground injection apparatus and method capable of rapidly and surely improving a wide area of the ground by automatically injecting a solution to be injected in an optimum set flow rate or at a preset pressure, in improving the ground through the injection of the solution into an earth layer from a plurality of injection pipes installed in the ground.例文帳に追加

地盤中に設置した複数本の注入管から、対象とする土層に注入液を注入して該地盤を改良するに際して、最適な設定流量ないしは設定圧力をもって注入液を同時に、自動的に注入し、これにより、広範囲の地盤を急速かつ確実に改良できる地盤注入装置および地盤注入工法を提供する。 - 特許庁

To provide a wooden pile driving method capable of preventing a wooden pile from being decayed and maintaining a state in which, by driving the wooden pile, the ground is denser, a horizontal earth pressure is increased to increase a binding force, drainability is increased and shear resistance of the entire of the ground is increased.例文帳に追加

木杭の腐朽防止を図ると共に、木杭の打設により地盤が密になり、水平土圧が上昇し拘束力が増加し、排水性が増し、地盤全体のせん断抵抗が増した状態を維持させることができる木杭の打設工法を提供する - 特許庁

The method comprises steps of preparing ground powder of rare earth alloy and pulverizing the ground powder in the presence of a solid lubricant having sublimation property at ordinary pressure to prepare the powder material substantially constituted of fine powder of the rare earth alloy whose surface is coated with the lubricant.例文帳に追加

希土類合金の粗粉砕粉末を準備する工程と、常温で昇華性を有する固体の潤滑剤が存在する状態で、粗粉砕粉末を微粉砕することによって、潤滑剤によって表面が覆われた希土類合金の微粉末から実質的に構成される粉末材料を調製する工程とを包含する。 - 特許庁

To provide a building method of a protection concrete body that protects a septic tank buried in the ground from earth pressure and underground water pressure and that allows a concrete slab to be erected for landslide prevention even in a deep dug hole and a small-sized crane to be used in a small space.例文帳に追加

地中に埋設する浄化槽を土圧や地下水圧から保護する保護用コンクリート体の構築方法において、掘削穴が深くても土砂崩れなくコンクリート板を建て込め、しかも小型のクレーンを用いて小スペースで作業させる。 - 特許庁

To efficiently perform excavation and earth-removal by jetting a high-pressure fluid using water jetting with compressed air although there is a technology smoothly carrying out the excavation of the ground under the edge by jetting the high-pressure fluid to the edge provided to the lowest end of a caisson in the case a caisson skeleton is conventionally immersed in the ground.例文帳に追加

従来、ケーソン躯体を地盤中に沈設する祭、ケーソンの最下端に設けられた刃口に高圧流体を噴射して、刃口下部の地盤の掘削を円滑に行うようにする技術があったが、高圧水と圧縮空気とを併用した高圧流体を噴射することにより効率よく掘削と排土するすること。 - 特許庁

To increase the density of a ground by compressing the peripheral earth and sand simultaneously forming a bulk of the grout itself in the ground by injecting into a soft ground under pressure a non-curable silica powder or a plastic gel grout comprising, as active ingredients, a non-curable silica powder and an agent causing curing consisting of a calcium-based powder.例文帳に追加

シリカ系非硬化性粉状体、あるいはシリカ系非硬化性粉状体とカルシウム系粉状硬化発現材を有効成分とする可塑状ゲル注入材を軟弱地盤に静的に圧入して地盤中に注入材そのものによる塊状体を形成しながら、周辺土砂を圧縮して密度の増大を図る。 - 特許庁

To provide a corrugated flexible tube superior in proof compressive load such as earth pressure generated in being buried in the ground and flattening performance, and capable of minimizing strength reduction of an angular part, and further keeping parallel converging attitude in parallel converging arrangement.例文帳に追加

地中埋設などの際に生じる土圧などの耐圧縮荷重や扁平性能に優れ、角形状の部分の強度低下を最小限に抑えることができ、さらには、平行収束配設時に、平行な収束姿勢を維持できる波形可撓管を提供する。 - 特許庁

To solve the problem that not only a mesh-clogging substance of drain pipe but also natural ground loosened into earth and sand by weathering are sucked and remain in a pipe by a siphon phenomenon when flowing out with water jectted in a large quantitie in a conventional high pressure cleaning construction method.例文帳に追加

従来の、高圧洗浄工法では、水抜きパイプの目詰まり物質だけでなく、風化でゆるみ土砂化した地山まで削り、大量に噴射した水で、流れ出る際にサィホン現象で土砂までパイプ内に吸い込み残留する。 - 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

To provide a water storage block capable of accomplishing a large quantity of water storage capacity hard to warp, damage and break even when it is deeply buried in the ground to have a high earth pressure to the side thereof and a rainwater storage structure making use thereof.例文帳に追加

土中深く埋設され、側面に強い土圧を受ける場合であっても、容易に撓まず、損傷したり、破壊したりし難くなり、大容量の貯水能力を達成可能な貯水ブロックとこれを用いた雨水貯留構造物を提供する。 - 特許庁

To provide a soil discharge device for a mud pressure shield machine capable of securing mud pressure to resist against an earth pressure of a face and executing a tunneling work even for natural ground with many boulders clustered therein in no way inferior to tunneling a general gravel layer subject to use of a ribbon type shaftless screw conveyor which can convey the boulders.例文帳に追加

巨礫の搬送が可能なリボン式軸無しスクリューコンベアを用いることを前提として、切羽土圧に対抗する泥土圧を確保することが可能であって、巨礫が多く散在する地山であっても、通常一般の砂礫層等を掘削するのと遜色なく掘進作業を遂行することが可能な泥土圧シールド掘進機の土砂排出装置を提供する。 - 特許庁

To provide a drainage, basin having a branch pipe coupling, to widely adjust the connection direction and the angle of a pipe to be connected, such as an inflow pipe, and prevent the occurrence of a leak accident of pipe fluid at a coupling even when an earth pressure and a wheel load are exerted on a coupling buried in a ground and a ground fluctuation occurs due to an earthquake.例文帳に追加

流入管等の被接続管の接続方向や角度を大きく調整でき、また地中に埋設した継手部に土圧や輪荷重が作用したり、地震等によって地盤変動が発生しても、当該継手部で管内流体の漏洩事故が発生することのない分岐管継手を備えた排水桝を提供する。 - 特許庁

Article 7 (1) The performance requirements for structural members comprising the port facilities subject to the technical standards shall be such that the functions of the facilities concerned are not impaired and the continuous use of them is not affected by damage due to the actions of self weight, earth pressure, water pressure, variable waves, water currents, Level 1 earthquake ground motions, collision with floating objects, and/or other actions in light of the conditions of the facilities concerned during construction and in service. 例文帳に追加

第七条　技術基準対象施設を構成する部材の要求性能は、施工時及び供用時に当該施設が置かれる諸条件に照らし、自重、土圧、水圧、変動波浪、水の流れ、レベル一地震動、漂流物の衝突等の作用による損傷等が、当該施設の機能を損なわず継続して使用することに影響を及ぼさないこととする。 - 日本法令外国語訳データベースシステム

To provide a foreign substance removal device of a rain gutter capable of eliminating clogging troubles by forcibly drawing leaves, earth, etc. at a water collection portion and safely carrying out the works on the ground without using stairs by making use of a vacuumed negative pressure generating when water in drainage pipes is drained from the drainage outlet by its own gravity and by substantially substantiating drainage pipes of rain gutters into tanks.例文帳に追加

雨樋の排水管内を実質的にタンク化せしめて、この排水管内の水が排水口部から自重で排水される際に発生する真空状の負圧力を利用して、集水口における木の葉や土等を強制的に引き込むことで詰まりを解消し、かかる作業を、梯子を使わずに地上で安全に行なえる雨樋の異物除去装置を提供することにある。 - 特許庁

1. Damage and losses incurred by dead weight, earth pressure, ground emotion [of the ground motion that would presumably occur on the planned site of said facilities, said ground emotion shall be limited to those likely to occur during the design working life (that refers to the period determined in the design of said facilities, during which the performance required for said facilities shall continuously be satisfied, the same shall apply hereinafter) of said facilities in consideration of the relationships between the return period of ground motion and the design working life of said facilities, the same shall apply hereinafter], water pressure, waves (of the waves that would presumably occur on the planned site of said facilities, said waves shall be limited to those likely to occur during the design working life of said facilities, the same shall apply hereinafter), etc. shall neither impair the functions of said facilities nor affect their continuous services. 例文帳に追加

（１）　自重、土圧、地震動（当該施設を設置する地点において発生するものと想定される地震動のうち、地震動の再現期間と当該施設の設計供用期間（当該施設の設計に当たつて、当該施設に求められる性能を満足し続けるものとして設定される期間をいう。以下同じ。）との関係から当該施設の設計供用期間中に発生する可能性の高いものに限る。以下同じ。）、水圧、波浪（当該施設を設置する地点において発生するものと想定される波浪のうち、当該施設の設計供用期間中に発生する可能性の高いものに限る。以下同じ。）等による損傷等が当該施設の機能を損なわず、継続して使用することに影響を及ぼさないこと。 - 日本法令外国語訳データベースシステム