「earthquake resisting wall」に関連した英語例文の一覧と使い方(3ページ目) - Weblio英語例文検索

Steel frame members 2 formed to collect steel materials for in-plane bending reinforcement are disposed continuously in the direction of a height at the end position of the reinforced concrete earthquake-resisting wall 1a on a flat surface to enlarge a stress center distance in the direction of an arrow Y determining the resisting force to the bending moment and reduce a scale as a resisting element to the bending moment.例文帳に追加

平面上、鉄筋コンクリート造耐震壁1aの端部位置に、面内曲げ補強のための鋼材を集約させた形の鉄骨部材２を高さ方向に連続させて配置し、曲げモーメントに対する抵抗力を決めるＹ方向の応力中心間距離を拡大すると共に、曲げモーメントに対する抵抗要素としての規模を縮小する。 - 特許庁

To provide an earthquake-resisting wall which is capable of effectively obtaining initial rigidity and the maximum proof strength and demonstrating deformation performance when receiving shear force larger than a prescribed value.例文帳に追加

初期剛性及び最大耐力が効果的に得られ、所定値よりも大きいせん断力を受けたときに変形性能を発揮する耐震壁を提供する。 - 特許庁

Thus, the earthquake-resisting wall 10 is capable of effectively obtaining the initial rigidity and the maximum proof strength and demonstrating deformation performance when the shear force larger than the prescribed value is received.例文帳に追加

これにより、耐震壁１０は、初期剛性及び最大耐力を効果的に得ることができ、所定値よりも大きいせん断力を受けたときに変形性能を発揮することができる。 - 特許庁

To provide an earthquake-resisting wall integrally joining a corrugated steel plate manufactured by ultra-high strength steel to upper and lower beams or slabs or right and left columns of a building.例文帳に追加

超高強度鋼で製作された波形鋼板を建物の上下の梁又はスラブ或いは左右の柱と一体的に接合した耐震壁を提供する。 - 特許庁

The earthquake-resisting wall material is formed by applying an adhesive B to both sides of a core material S, and fixing a front face material 1a and a reverse face material 1b to the adhesive B.例文帳に追加

耐震壁材は、芯材Ｓの両側に接着剤Ｂを塗布し、その接着剤Ｂに表面材１ａと裏面材１ｂを固定してなるものである。 - 特許庁

The building 1 is provided with a rigid frame structure 10 constituting the building 1 and a continuous-layer earthquake resisting wall 20 provided in the rigid frame structure 10 independently from the rigid frame structure 10.例文帳に追加

建物１は、当該建物１を構成するラーメン架構１０と、ラーメン架構１０内にラーメン架構１０から独立して設けられた連層耐震壁２０とを備える。 - 特許庁

To construct an earthquake resisting party wall doing the following: minimize field work, efficiently and highly accurately place molds, and save labor for the field work such as concrete placing.例文帳に追加

現場作業を最小限に抑えて、効率よく型枠を高精度で設置し、コンクリート打設等の現場作業を省力化して戸境耐震壁を構築する。 - 特許庁

Or, the seismic control tube frame is composed of a tubular continuous earthquake-resisting wall; an opening across the joint layers is formed between in its important position; and the seismic control brace is installed therein.例文帳に追加

あるいは制震チューブ架構を筒状の連続耐震壁により構成し、その要所に接合層間にわたる開口部を形成してそこに制震ブレースを設置する。 - 特許庁

Thus, the earthquake-resisting board wall structure A is configured so that vibration energy can be absorbed by the friction between the faces of the friction attenuation member 7 and the inner faces of the fitting groove 5.例文帳に追加

このようにして、摩擦減衰部材７の一面及び他面と嵌合溝５の内面の摩擦によって振動エネルギーを吸収するように耐震板壁構造Ａを構成する。 - 特許庁

Ends of an upper steel-frame beam 22 are welded to steel-frame columns 18 and 20 in a state in which the upper steel-frame beam 22 and a corrugated steel plate earthquake-resisting wall 14 are coupled together by means of a temporary member 68, respectively.例文帳に追加

上部鉄骨梁２２と波形鋼板耐震壁１４とを仮部材６８で連結した状態で、上部鉄骨梁２２の端部を鉄骨柱１８、２０にそれぞれ溶接する。 - 特許庁

These rigid-frame structure 10 and multilayer earthquake-resisting wall 20 have vibration properties different from each other, while being mutually-connected at one or more positions through a damping device 50.例文帳に追加

ラーメン架構１０と連層耐震壁２０とは、異なる振動特性を有するとともに、１箇所又は複数箇所で制震装置５０を介して連結される。 - 特許庁

In other words, the ends of the upper steel-frame beam 22 are welded to the steel-frame columns 18 and 20 in the state in which the upper steel-frame beam 22 and the corrugated steel plate earthquake-resisting wall 14 are coupled together by means of the temporary member 68 in place of the viscoelastic damper 16, respectively.例文帳に追加

即ち、粘弾性ダンパ１６の替わりに仮部材６８で上部鉄骨梁２２と波形鋼板耐震壁１４とを連結した状態で、上部鉄骨梁２２の端部を鉄骨柱１８、２０にそれぞれ溶接する。 - 特許庁

To provide a vibration control structure of a building and a wall forming panel capable of having a simple structure, facilitating the execution, easily and economically increasing an earthquake resisting performance of the building without impairing flexibility of a floor plan.例文帳に追加

構造が単純で施工が容易であり、間取りプランの自由度を損なうことなく容易且つ経済的に建築物の耐震性能を向上させることのできる、建築物の制振構造及び壁形成用パネルを提供すること。 - 特許庁

To provide a seismic control structure suitable for dynamical characteristics of a transparent face material by using an external facing sash always existing on the external wall surfaces of a building as an earthquake- resisting member, whether the building is newly built or existing.例文帳に追加

新築建物及び既存建物を問わず、建物外壁面に必ず存在する外装サッシを耐震部材として利用することとし透明面材の力学特性に適した制震構造を提供する。 - 特許庁

To provide an aseismatic structure having a large degree of freedom in the installation position of an earthquake-resisting wall, a construction method of the aseismatic structure, and a building having the aseismatic structure.例文帳に追加

耐震壁の設置位置の自由度が大きい耐震構造、この耐震構造の施工方法、及びこの耐震構造を有する建築物を提供する。 - 特許庁

Specifically hinges 20 are fixed to the beam-column frame along an inner periphery of the same such that a rotational shaft of each hinge extends along each side of the frame, and the earthquake-resisting wall 10 is connected to gusset plates 30 each serving as a rotational section of the hinge 20, by means of high strength bolts 34.例文帳に追加

柱梁架構の内周にその辺方向の回転軸を有するヒンジ２０を固定し、耐震壁１０をヒンジ２０の回転部であるガセットプレート３０に高力ボルト３４で接合した。 - 特許庁

To provide an earthquake resisting wall which can exert a great bearing capacity on a vertical load, and which can sufficiently exert a high energy absorbing capacity brought about by high deformation performance and shearing yield, originally possessed by a corrugated steel plate.例文帳に追加

鉛直荷重に対する支持能力が大きく、波形鋼板が本来有する高い変形性能及び剪断降伏による高いエネルギー吸収能力を十分に発揮する耐震壁を提供する。 - 特許庁

To improve a construction property of work higher than a conventional structure in which bending reinforcement bar groups are arranged in order to secure bending yield strength to bending moment generated by a horizontal force in a reinforced concrete earthquake-resisting wall and to heighten the bending yield strength.例文帳に追加

鉄筋コンクリート造耐震壁中に、水平力による曲げモーメントに対する曲げ耐力を確保するために曲げ補強筋群を配筋する従来構造より施工性を向上させると共に、曲げ耐力を高める。 - 特許庁

The structure 1 formed of a Rahmen structure constituted of reinforced concrete poles 2 and large beams 4 has the earthquake-resisting wall 6 arranged to interconnect the pair of poles 2 in the crossing direction with the large beams 4.例文帳に追加

鉄筋コンクリート造の柱２と大梁４から構成されるラーメン架構よりなる構造物１は、前記大梁４と交差する方向で対をなす柱２どうしを連結するように配される耐震壁６を備えている。 - 特許庁

To provide a synthetic fire resistant covering method capable of sufficiently realizing the fire resisting performance even though a gap is created by tremble during an earthquake in a gap of joint between a fire resistant covering member and a fire resistant partition wall.例文帳に追加

地震等の揺れによって耐火被覆材と耐火間仕切り壁との接続部に隙間が生じたり、耐火被覆材に破損が起こるようなことがあっても、十分な耐火性能を発現し得る合成耐火被覆方法を提供する。 - 特許庁

The earthquake resisting wall is installed between upstairs and downstairs cross beams 20 connecting a span, a joint 11 with a fixed width is provided in the horizontal direction, a damping material 15 is made to intervene around both ends of the joint, and it is connected with the upstairs and downstairs beams and vertical PC tendon.例文帳に追加

スパンを結合する上下階の横梁２０間に設置され、水平方向に一定幅の目地１１を設け、目地の両端近辺に制震材１５を介在させ、上下階の梁と縦ＰＣ緊張材で結合した。 - 特許庁

An aseismatic reinforcing structure of column or leg is characterized by that, in a column or a leg 6a of an earthquake-resisting wall in a skyscraper building or high-rise building, a compression reinforcement 1 is arranged in parallel with a main reinforcement 7.例文帳に追加

超高層建物又は高層建物における柱若しくは耐震壁の脚部６ａにおいて、主筋７と平行に圧縮鉄筋１が配設されていることとした柱又は脚部の耐震補強構造とする。 - 特許庁

In the steel plate 1 for the earthquake resisting wall, an upper steel plate 2 in which flanges 7 are installed to a periphery and a lower steel plate 3 in which the flanges 7 are mounted on the periphery are bolt-connected by a connecting plate 4, and the bolts 5 are inserted into slots 9.例文帳に追加

耐震壁用鋼板１は、周囲にフランジ７が設けられた上部鋼板２と、周囲にフランジ７が設けられた下部鋼板３とが連結板４でボルト接合され、該ボルト５が長孔９に差し込まれてなる。 - 特許庁

The rigid frame structure 10 and the continuous-layer earthquake resisting wall 20 each have different vibration characteristics and are coupled with each other at one part or a plurality of parts via a damping device 50.例文帳に追加

ラーメン架構１０と連層耐震壁２０とは、異なる振動特性を有するとともに、１箇所又は複数箇所で制震装置５０を介して連結される。 - 特許庁

To provide an earthquake resisting wall capable of adding horizontal rigidity necessary for a column and beam framing, making deformation energy of the whole framing to consume by interlocking with the horizontal deformation of the column and beam framing and leaving no damage even if the horizontal deformation is given to a framing.例文帳に追加

柱梁架構に必要な水平剛性を付加でき、柱梁架構の水平変形と連動して架構全体の変形エネルギーを消費させ、架構に水平変形を与えても、ダメージが残らない制震壁を提供する。 - 特許庁

To provide a bearing wall frame, resisting against both pulling and compression when horizontal force due to an earthquake is applied thereto, having excellent vibration control effect, also supporting the vertical load, having no positional restrictions on the arrangement position between posts, and exhibiting vibration control effect.例文帳に追加

地震等による水平力が作用した際に引っ張り、圧縮の両方に抵抗することができ且つ制振効果に優れ、しかも垂直荷重の支持もでき、柱間における配置位置の位置的制約がなく制振効果を発揮できる。 - 特許庁

The corrugated steel plate 18 is thereby installed on the horizontal members with weak proof stress to provide the corrugated steel plate earthquake-resisting wall 16 with the large degree of freedom in the installation position.例文帳に追加

これにより、耐力が弱い水平部材上への波形鋼板１８の設置が可能となり、設置位置の自由度が大きい波形鋼板耐震壁１６を提供することができる。 - 特許庁

A corrugated steel plate is installed as the earthquake resisting wall in the plane of the column-beam frame on the upper story in such a manner that a horizontal force can be transferred between the column-beam frame and the corrugated steel plate while a folded streak of the corrugated steel plate is horizontally directed.例文帳に追加

上層階の柱梁架構の面内には、耐震壁として波形鋼板がその折り筋を水平方向に向けて前記柱梁架構との間で水平力の伝達が可能に設置されている。 - 特許庁

To provide a wall surface structure body and its construction method capable of mounting an exterior wall mounting member on an opening section of an exterior wall part in a free position without using any special constituent member and joint hardware and without causing any trouble, the rest of the part can be closed by a concrete slab and exhibit an excellent earthquake resisting performance.例文帳に追加

外壁部分の開口部に、特殊な構成部材や接合金物を用いずかつ手間をかけずに、外壁取付部材を自由な位置に取付け、かつその他の部分をコンクリート板で塞ぐことができ、更に優れた耐震性能を発揮する壁面構造体とその構築方法を提案する。 - 特許庁

Therefore, the wall body 3 constituted by a plurality of steel sheet piles 2 is able to be used as the earthquake-resisting wall, which is able to reduce construction labor and cost remarkably, while reducing a construction period and a construction cost as compared with building an RC underground wall.例文帳に追加

従って、複数の鋼矢板２で構成した壁本体３を耐震壁として利用することができることから、ＲＣ地下壁を構築する場合と比較して、施工手間やコストを大幅に低減させることができ、工期短縮や施工コスト削減を図ることができる。 - 特許庁

To provide an earthquake resisting method for an existing manhole, enabling an existing manhole with a sewerage main pipe rigidly connected to a side wall hole of a manhole side wall to be easily resistant to earthquakes without digging up or backfilling the manhole or the sewerage main pipe from or to the ground.例文帳に追加

マンホール側壁の側壁孔に下水道本管が剛接合されている既設マンホールを、地中からマンホールや下水道本管を掘り起こしたり、埋め戻したりすることなく容易に耐震化することができる既設マンホールの耐震化方法の提供。 - 特許庁

A plurality of shear force transmitting members 5 are arranged on the inside wall of a web 2 or/and that of a flange in the H-steel column 1, while the RC earthquake resisting wall 10 is integrated with both sides or one side of the web 2 in the H-steel column 1, and then, concrete 20 is placed.例文帳に追加

Ｈ形鋼柱１のウェブ２若しくはフランジ３の内壁又はウェブ２とフランジ３の内壁に複数の剪断力伝達部材５を設置し、Ｈ形鋼鋼柱１のウェブ２の両側又は一方の側にＲＣ耐震壁１０を一体化してコンクリート２０を打設した。 - 特許庁

In this construction method for the pressurized manhole, the inside of a manhole connected body 1 on the downside of an airtight bulkhead 4 is put into a pressurized state, and earthquake-resisting work for changing a rigid joint into an aseismatic joint by excavating the side wall 10 of a rigidly jointed section is performed from the inside of the manhole 11.例文帳に追加

加圧式マンホール施工方法は、気密隔壁４の下側のマンホール連結体１内を加圧状態にして、剛接合部分の側壁１０を掘削して耐震接合に変更する耐震化工事をマンホール１１内から行う。 - 特許庁

To easily and rapidly execute an earthquake-resisting wall capable of following the deformation of a peripheral frame while keeping a high resis tance and demonstrating the large energy absorbing performance, to eliminate the reinforcing bar arrangement work and any complicated joining work with a peripheral frame, and to considerably facilitate the execution by using a highly tough FRC material (short-fiber reinforced cement composite material).例文帳に追加

高靭性ＦＲＣ材料（短繊維補強セメント複合材料）を使用することで、高い抵抗力を保持したまま周辺架構（フレーム）の変形に追従し、大きなエネルギー吸収性能を発揮することができる耐震壁を簡単かつ迅速に施工することができるものである。 - 特許庁

In the opening attached earthquake resisting wall constituted of a reinforced concrete construction and incorporated into a plane of structure of a column and beam framing of a building to increase load-carrying capacity of the building, a beam type having thickness dimension thicker than wall thickness in other parts is integrally formed in the horizontal direction at least to either the upper part of the opening or the lower part.例文帳に追加

建物の柱梁架構の構面内に組み込まれて上記建物の保有耐力を向上させる鉄筋コンクリート造の開口付き耐震壁であって、上記開口の上部および下部の少なくとも一方に、他の部分における壁厚よりも厚さ寸法の大きな梁型を水平方向に一体に形成したことを特徴とする。 - 特許庁

A highly tough FRC material (a short-fiber reinforced cement composite material) in which a short fiber is mixed, a concrete and a mortar are kneaded with each other, and the fiber is blended in the three-dimensional manner at random to improve the tensile strength, the bending strength and the toughness, is poured in the frame 1 to form an earthquake resisting wall 4.例文帳に追加

鉄骨柱２と鉄骨はり３による架構（フレーム）１で、鉄骨はり３に接合用スタッドボルト５を配置し、この架構１内に、短繊維を混入してコンクリートおよびモルタルを練り混ぜ、同繊維を３次元ランダム配合させることにより、引張・曲げ強度および靭性を向上させた複合材料であり、引張ひずみが１％を超えるような高靭性ＦＲＣ材料（短繊維補強セメント複合材料）６を流し込んで耐震壁４を成形する。 - 特許庁