「震建築物」に関連した英語例文の一覧と使い方(9ページ目) - Weblio英語例文検索

構造が安定し、強靱性が増加して地震に十分耐えることができ、壁の重量による負荷を軽減できる鉄骨建築物の構造を提供する。例文帳に追加

To provide a structure of a steel building having stable structure and capable of increasing tenacity to withstand earthquake sufficiently and reducing a load due to a weight of a wall. - 特許庁

施工に要する時間を短縮して施工コストを安くでき、しかも耐震性や断熱性や遮音性を高め得る既設建築物に対する壁施工構造を提供する。例文帳に追加

To provide a wall construction structure for an existing building, which is constructed at a low cost by shortening time necessary for construction, and brings about enhanced earthquake resistance, heat insulation properties, and sound insulation properties. - 特許庁

地震動のような数Hz以下の低周波数領域でも良好でかつ温度依存性の小さい制振効果を示す、建築物の用途に有用な制振材を提供する。例文帳に追加

To provide a vibration-damping material exhibiting excellent vibration- damping effects in a low frequency region such as few Hz or the less like an earthquake vibration and a small temperature dependency, and useful for buildings. - 特許庁

既存建築物の耐震補強工法において、断面コ形のコ形鋼管（９）をリップ（３）が既存柱（１）に接合するように設置し、コ形鋼管と既存柱が形成する空間にモルタル（１８）を打設する。例文帳に追加

In the antiseismic reinforcement construction method for the existing building, a U-shaped steel pipe 9 with a U-shaped cross section is installed so that a lip 3 contacts an existing pillar 1, and mortar 18 is placed in a spaced formed by the U-shaped steel pipe and the existing pillar. - 特許庁

このアイソレーター６は、下部構造１ａを構成する免震ピット３の床版コンクリート４上に複数配置され、その上部に柱８が立設されて建築物１の上部構造１ｂが形成される。例文帳に追加

A plurality of the isolators 6 are arranged on the floor-slab concrete 4 of a vibration- isolation pit 3 constituting the lower structure 1a, and columns 8 are disposed in upright to the upper sections of the isolators and the upper structure 1b of the building 1 is formed. - 特許庁

制震ダンパーを有する梁が適用された建築物において、床スラブにひび割れが生じない境界梁と床スラブの接合構造を提供する。例文帳に追加

To provide a joint structure between a boundary beam and a floor slab, in a building having a beam with a vibration control damper built therein, which does not cause cracking in the floor slab. - 特許庁

建築物の基礎、土台、梁、桁等に渡る長さを有する板材に、基礎、土台、梁、桁等に固定するための締結部材を挿通する挿通孔２を穿設して、耐震壁材１を構成する。例文帳に追加

Insertion holes 2 for inserting tightening members to be fixed on a foundation, a sill, a beam, a girder, etc., are drilled in a plate member having such length that extends over the foundation, the sill, the beam, the girder, etc., of the building to constitute the aseismatic wall member 1. - 特許庁

従って、地震時に目地充填部材１から表装材１２が剥がれて浮くのを防止し、建築物外壁の強度および美観の低下を防ぐことができる。例文帳に追加

As a result, the separation and thus flotation of a facing material 12 from the joint filling member 1 are prevented and the deterioration in strength and beautiful appearance of the outer wall of a building is prevented. - 特許庁

碁石型のコマ１が、全方向に対し左右に揺れることによって基礎から土台への地震力の伝達を減衰させ建築物上部に伝わる揺れを小さくすることができる。例文帳に追加

Since tops 1 of a go game stone type attenuate the propagation of seismic forces from a foundation to ground sills by rocking to the left and right in all directions, they can reduce vibrations propagating to the upper parts of a building. - 特許庁

木造建築で地震時、柱と梁・柱と土台等が抜け落ちたりホゾ加工部がつぶれたりして、建物が崩壊する不都合を解決すること。例文帳に追加

To solve disadvantage of collapsing of a building, when a column and a beam, or the column and a sill, slip off and a tenon processing part is crushed in a wooden building in an earthquake. - 特許庁

溶接部、なかでも溶接止端部からの延性き裂発生に対する抵抗性に優れ、地震負荷を受ける橋梁や建築などの地上構造物分野に用いて好適な高張力鋼溶接継手の提供。例文帳に追加

To provide a high-tensile strength steel weld joint having excellent resistivity to the generation of ductile cracks from a weld zone, particularly, from a weld toe, and suitably used for the field of ground structures such as bridges and buildings subjected to an earthquake load. - 特許庁

木造住宅建築物に適した簡易な構成を備えると共に、施工が容易で、且つ架台に傾きや転倒が生じるのを効果的に回避できる免震装置を提供する。例文帳に追加

To provide a base isolation device having a simple configuration being suitable for a wooden house and capable of facilitating its construction and preventing a pedestal from being tilted and turned over effectively. - 特許庁

途中階で剛性が急変する層を有する建築物において、前記剛性が急変する層またはその上階に免震装置２ａを設けた。例文帳に追加

In this building having the layer whose rigidity is abruptly changed on the midway floors, a base-isolating device 2a is provided in the layer, whose rigidity is abruptly changed, or on a floor above the layer. - 特許庁

免震装置を設置した建築物の底面にトリガー装置１０を取り付け、基礎部分に固定棒４０を作動させるコントローラを取り付ける。例文帳に追加

The trigger device 10 is installed on a bottom surface of the building provided with the base isolation device, and a controller for operating a fixing bar 40 is installed in a foundation part. - 特許庁

地震発生時の水平加振方向に曲げ変形する板バネ４を摩擦的に複数枚重ね合わせ、その上下端それぞれを建築物の上部構造１および下部構造２に取り付ける。例文帳に追加

According to the damper for the building, a plurality of plate springs 4 which are bendable in a horizontal excitation direction at the time of an earthquake, are superposed on each other in a manner producing friction, and their upper edges and lower edges are attached to an upper structure 1 and a lower structure 2 of the building. - 特許庁

断面形状が円形で湾曲した複数の湾曲部５ｃ、５ｅ、５ｄと、該湾曲部５ｃ、５ｅ、５ｄの間の変曲部５ｍ、５ｎとからなる形状の鉛からなり、建築物の免震装置に用いる。例文帳に追加

This lead damper has a circular section and a shape formed of a plurality of curved parts 5c, 5e, 5d and curved parts 5m, 5n between the curved parts 5c, 5e, 5d to use for a base isolation device for a building. - 特許庁

入出庫用フロアがコンクリート構造、車両格納部が鉄骨構造であり全体として剛性及び耐震性の高いハイブリッド建築物となっている。例文帳に追加

The floor 12 for entering and leaving has concrete structure and the car housing sections 14 have steel structure, and a hybrid building having high rigidity and aseismicity at a whole is manufactured. - 特許庁

また、本発明に係る木造建築物の耐震強化構法は、木造建築物全体の内側または外側に対し、鋼製材料にアラミド繊維もしくはポリエステル繊維等の補強用合成繊維を張り合わせて成る薄片帯状の補強板材を、縦横交差状または左右斜向交差状または無差別交差状または数段鉢巻状に着設されている。例文帳に追加

This aseismatic strengthening construction method of the wooden building installs the thin piece belt-like reinforcing plate material formed by sticking the reinforcing synthetic fiber such as the aramid fiber or the polyester fiber to the steel material in a vertically-horizontally crossing shape or a laterally obliquely turning crossing shape or an indiscriminating crossing shape or a several-stage headband shape on the inside or the outside of the whole wooden building. - 特許庁

本発明方法は既存の木造建築物等を解体することなく、既存の入口や出口の大開口部へ直接に取付けて工事することが出来ると共に作業者が重機を用いずに少人数であっても短い工期で補強工事が確実に行え、設置箇所が余り制限されずに且つサッシの寸法を気にせずに設置可能である木造建築物の耐震補強方法を提供することを目的とする。例文帳に追加

To provide an aseismic reinforcing method of a wooden building without regard to the dimension of a sash and without limiting an installation place so much, by surely performing reinforcing work in a short construction period even with a small number of people without using heavy machinery by a user, by performing the work by direct installation in a large opening of an existing entrance and exit, without disassembling the existing wooden building. - 特許庁

建築構造物２１，２２，２４，２５の揺れを減衰させる制震用油圧ダンパ５０において、建築構造物２７，２８との間の接続を行う複数の接続手段３８ｂ，５２のうちの少なくとも１方の接続手段５２を、シリンダチューブ５４又はこれに一体的に設けられた部材の軸線と平行な外周部に取り付けたことを特徴とする。例文帳に追加

In the seismic control hydraulic damper 50 for damping the shake of building structures 21, 22, 24, 25, at least one connecting means 52 out of a plurality of connecting means 38b, 52 performing connection between building structures 27, 28 is mounted to an outer peripheral part parallel with the axis of a cylinder tube 54 or a member provided integrally with the cylinder tube 54. - 特許庁

補強すべき建築物の開口部Ａ内に補強用構造体１を嵌め込み固定するようにした建築物の耐震補強構造において、上記補強用構造体１を少なくとも枠体２と、その枠体２内に斜め格子状に組み付けた多数の格子プレート３とで構成したことを特徴とする。例文帳に追加

In the earthquake resisting reinforcement structure of the building constructed by fittingly fixing a reinforced structural body 1 to the inside of an opening section A of the building to be reinforced, the reinforced structural body 1 comprises at least a frame body 2 and a large number of grid plates 3 assembled in the frame body 2 in the shape of an inclined lattice. - 特許庁

免震構造物の基礎構造部分の鉄骨構造体における鉄骨柱の中心と、積層ゴム支承の中心との位置合わせを容易に正確に行えるように工夫した積層ゴム支承による免震構造物の建築構法を提供する。例文帳に追加

To provide the building construction of a seismically isolated structure by a laminated-rubber bearing devised so as to easily and accurately align the center of a steel-framed column and the center of the laminated-rubber bearing in the steel structure of a foundation structure section for the seismically isolated structure. - 特許庁

連通路を形成するための断熱パネルと面材の耐力壁の両方を用いて、床下部分と屋根裏空間とに連通する空気循環用の連通路を形成するとともに、面材の耐力壁を用いた耐震強度の向上も図ることができる空気循環式建築物およびその建築方法を実現することを目的とする。例文帳に追加

To provide an air circulation type building and its construction method, which use both a heat insulation panel and a bearing wall of a face material for forming a communication passage to form an air circulation communicating passage communicated with under floors and attic spaces, and which can enhance an earthquake resistance-strength using the bearing wall of the face material. - 特許庁

壁の中間部にスリットを形成する必要が無く、よって意匠性に優れるとともに、地震時に柱と壁との間に生じる全方向の相対変位差を吸収することができて壁の破壊を防ぐことが可能となる免震建築物における柱と壁との取合い部構造を提供する。例文帳に追加

To provide the connection part structure of a column and a wall in a base-isolation building capable of absorbing the relative displacement difference of all directions produced between the column and the wall at the time of an earthquake and preventing breakage of a wall by making design excellent without any need for forming a slit in the intermediate part of the wall. - 特許庁

在来工法で施工可能な鉄筋コンクリート造、鉄骨・鉄筋コンクリート造、鉄骨造の建築構造物の制震構造であって、地震後の修復に要する期間と費用を低減することができるものを提供する。例文帳に追加

To provide the vibration control structure of a building structure, in which a period and cost required for restoration after an earthquake can be reduced, in the vibration control structure of the building structure of reinforced concrete construction, steel encased reinforced concrete and steel frame construction capable of being executed by a conventional construction method. - 特許庁

大地震に対応させてシステム住宅の耐震設計を行なうに際し、建築基準法関連告示に規定された低減率Ｆｈ，減衰定数ｈの値を実際のシステムに則した精度の高い値とすることで充分な強度と経済性を持った建物を設計する。例文帳に追加

To design a building with sufficient strength and cost effectiveness by adopting highly accurate values suitable for an actual system to the values of a reducing rate Fh and a damping constant (h) specified in the notifications related to the Building Standard Law when the aseismic design of a system dwelling house is performed against a large earthquake. - 特許庁

地域や建築物の構造等によって、気象庁等から配信された緊急地震情報には個別的な誤差が生じることは必然的であり、混乱を招かないようにするためにも、より正確な緊急地震速報をユーザに提供する。例文帳に追加

To provide a further correct emergency earthquake advance report to a user to prevent confusion from being caused because an individual error is inevitably generated in emergency earthquake information distributed from the Meteorological Office or the like, depending on a district, the structure of a building or the like. - 特許庁

その姿勢や長さが変化しないように固定手段２８により固定された制震用油圧ダンパ２０を構造体１６、１４、１２ｃに取付け、この後に構造体１６、１４、１２ｃを制震用油圧ダンパ２０と共に建築物の躯体１０、１２ａ、１８、２２に取付けるようにした。例文帳に追加

The seismic control hydraulic damper 20 fixed by a fixing means 28 so as not to change the attitude or length is mounted on structures 16, 14 and 12c, and the structures 16, 14, and 12c are mounted on the skeletons 10a, 12a, 18, and 22 of the building together with the seismic control hydraulic damper 20. - 特許庁

耐震性能を向上させるとともに、免振層（積層ゴム）の鉛直方向の剛性を柔らかくすることにより列車振動に対する防振効果を高めることができる線路上空建築物の免震防振構造システムを提供する。例文帳に追加

To provide a vibration isolation/vibration-proofing structure system of a building above a track capable of improving a vibration-proofing effect against train vibration by softening rigidity in the vertical direction of a vibration isolating layer (laminated rubber) together with the improvement of an earthquake resistant function. - 特許庁

基部建築体の基部出入口と昇降路の昇降路出入口の両者間に乗降通路を設け、地震時における上記両者の間口方向への相対変位に乗降通路が不具合なく対応する免震建物用エレベーターの乗場装置を得る。例文帳に追加

To provide a landing device of an elevator for a base isolation building provided with a getting on/off passage between a base entrance of a base construction body and a hoistway entrance of a hoistway, and making the getting on/off passage cope with the relative displacement to the direction of opening of the base entrance and the hoistway entrance without any problem in the earthquake. - 特許庁

基部建築体の基部出入口と昇降路の昇降路出入口の両者の地震時における間口方向の相対変位時に、上記両者の間に設けられた乗降通路が上記両者の相対変位に追随して対応する免震建物用エレベーターの乗場装置を得る。例文帳に追加

To provide a landing device of an elevator for a base-isolated building in which an entry/exit passage provided between a base part access and a hoistway access follows the relative displacement when the base part access of a base part building body and the hoistway access of the hoistway are relatively displaced in the frontage direction during an earthquake. - 特許庁

本発明は、マンションなどのコンクリート建築物の既設の扉枠に対して、扉を取り替えることにより地震時において扉枠体内に面内変形が生じてもドアの開放が可能な地震災害時の避難対応ドアを提供することを目的とするものである。例文帳に追加

To provide a door coping with evacuation in an earthquake disaster, capable of opening the door, even if in-plane deformation is caused in a door frame body in an earthquake, by replacing the door to an existing door frame of a concrete building such as an apartment house. - 特許庁

また、免震部材の地震時変形箇所６の周囲に軟質系断熱材２を密接して設け、かつ軟質系断熱材２の周囲に硬質系断熱材３を密接して設けたことを特徴とする建築物の断熱構造。例文帳に追加

The heat insulative structure of the building is featured in that a soft heat insulative member 2 is closely attached to the periphery of a deformed section 6 of the base isolated member in an earthquake and further, a hard heat insulative member 3 is closely attached to the periphery of the soft heat insulative member 2. - 特許庁

免震装置を介して支持された架台上に上部構造が構築された小規模の免震建築物において、外装材の取り付け構造及び外壁部で上部構造と基礎との相対的変位を許容する接合構造を簡単なものとし、外観を良好に仕上げる。例文帳に追加

To provide a small-scale base-isolated building in which an upper structure is constructed on a base supported via a base-isolating device, and which makes an appearance properly finished by simplifying a jointing structure allowing the relative displacement of the upper structure and a foundation by a mounting structure of a facing material and an exterior wall section. - 特許庁

分散型アンボンドプレストレス工法の煉瓦外壁と、耐震性等が相対的に劣る内壁とを適切に組合せ、鉛直荷重、地震荷重、風荷重などの設計荷重を適切に各部で負担する建築物の壁体構造を提供する。例文帳に追加

To provide a wall structure of a building where an exterior brick wall constructed by distributed unbonded prestressing method and an interior wall with relatively inferior earthquake resistance or the like are appropriately combined so that each part appropriately bears design loads including vertical load, earthquake load, wind load and the like. - 特許庁

建築物と地盤との間に配置され、ゴム層と硬質板層とをそれぞれ複数個、交互にかつ地盤表面に水平に積層してなる免震構造体であって、下記の等価剛性Ｋｅｑ及び等価減衰定数Ｈｅｑに関する特性を有することを特徴とする免震構造体。例文帳に追加

The base isolation structure is arranged between a building and the ground, and constructed by stacking a plurality of rubber layers and hard plate layers alternately and horizontally to the ground surface. - 特許庁

土木・建築および機械構造物の分野において、回転性能または鉛直剛性の一方または両方をより向上可能な免震装置、ひいては回転性能が良好な、鉛直剛性の高く、かつ大変形に対応できる免震装置を提供する。例文帳に追加

To provide a base-isolation device capable of improving one or both of rotating performance and vertical rigidity in fields of civil engineering/architecture and mechanical structure, and to provide the base-isolation device having superior rotating performance and vertical rigidity, and capable of coping with severe deformation. - 特許庁

地震時にフランジに発生した塑性変形域が周囲に拡大自在にすることにより、局部座屈を起こし難い、建築物の柱部材および梁部材として好適な耐震性に優れた、Ｈ形鋼およびこれを用いた鉄骨構造を提供することを目的とする。例文帳に追加

To provide an H-shaped steel and a steel-frame structure making use thereof excellent in favorable earthquake resistance as a column member and a beam member of a building difficult to cause local buckling by freely enlarging a plastic deformation region occurring in a flange in the case of earthquake. - 特許庁

建築構造物の互いに異なる位置に設置された複数の地震計によりそれぞれ求められた地震記録データの立ち上がり部分波形をそれぞれ抽出し、抽出した各地震記録データの立ち上がり部分波形を相互に比較して前記各地震記録データ間における同期点のずれ量を求める。例文帳に追加

In the method, rising portion waveforms of the seismic recording data which are respectively acquired by a plurality of seismometers disposed on positions different from another in a building structure, are extracted, and the extracted rising portion waveforms of the seismic recording data are compared mutually, thereby obtaining shift values of synchronizing points between respective seismic recording data. - 特許庁

免震アイソレータと併用して地震発生時に建築構造物に伝わる地震エネルギーを減少させる免震ダンパであって、ダンパ本体１を鉛等の金属により断面略Ｕ字状に屈曲形成したものにおいて、上記ダンパ本体１の平面形状を湾曲形成したことを特徴とする。例文帳に追加

The plane shape of a damper body 1 is curved and formed in the damper obtained by bending and forming the damper body 1 in an approximately U shape by a metal such as lead in the base-isolation damper reducing the energy of the earthquake transmitted to a building structure when the earthquake is generated by jointly using the damper with the seismic isolator. - 特許庁

免震用アイソレータ２と併用して地震発生時に建築物を地震エネルギーから保護する免震用ダンパー１において、上下方向中間部分に湾曲部を有する鉛柱体等よりなるダンパー本体５の上記湾曲部の中心付近の太さを、他の部分と異ならせたことを特徴とする。例文帳に追加

In the base isolation damper 1 using together with the base isolation isolator 2 to protect the building from earthquake energy in the case earthquake occurs, the thickness around the center of a curve section of a damper body 5 of a lead column body or the like having the curve section in the middle part in the vertical direction is different from other parts. - 特許庁

油圧式制震ダンパにおける連結部材内の部材のメンテナンスの際に、その油圧式制震ダンパを一部解体する作業をしたり、又は建築物の構造体から油圧式制震ダンパの全体をそっくり取り外したりしなくとも、容易に連結部材内の部材のメンテナンス作業を行うことができる油圧式制震ダンパを提供する。例文帳に追加

To provide a hydraulic earthquake control damper allowing easy maintenance work of a member in a connecting member without performing work of dismantling a part of the hydraulic earthquake control damper or detaching the whole hydraulic earthquake control damper from a structure body of a building in performing maintenance of the member in the connecting member in the hydraulic earthquake control damper. - 特許庁

例えば建築物の外壁等として用いられるＡＬＣパネル等のプレキャストパネルを建物躯体に取付けるパネル取付構造に係り、地震等により建物躯体が変位した場合にも、パネルが破損したり脱落することなく、良好に振動を減衰できるようにする。例文帳に追加

To satisfactorily damp vibration without causing the breakage or fall of a panel even if a building skeleton is displaced by an earthquake or the like regarding a panel mounting structure for mounting a precast panel such as an ALC panel used as an external wall or the like of a building, to the building skeleton. - 特許庁

建物ユニット又はユニット式建物からなる複数のユニット建造部が離し置きされ、それらユニット建造部の間に中間建造部が設けられた建築物において、地震時等における中間建造部の破損を好適に抑制する。例文帳に追加

To suitably inhibit a breakage in an intermediate constructed section during earthquakes etc., in a building in which a plurality of unit constructed sections composed of a building unit or a unit building are separately placed and in which the intermediate constructed sections are installed among the unit constructed sections, respectively. - 特許庁

平坦な上面を有する下基礎コンクリート７の上の一部若しくは全部に、同一高さの凸曲面突起２が少なくとも３個以上で配置された表層を有する基台３と、平滑な表層を有する滑走板４との点接触による低摩擦の組合せでなる免震装置６を設置し、前記免震装置の上に建築物の上基礎コンクリート８を形成して基礎部Ａとした免震建物１とする。例文帳に追加

In the base-isolating device 6, a base 3 with a surface layer on which at least three or more convex protrusions 2 flush with one another are arranged, and a sliding plate 4 with a flat and smooth surface are combined together in the state of low friction by point contact between them. - 特許庁