「間橋」に関連した英語例文の一覧と使い方(6ページ目) - Weblio英語例文検索

その後、橋脚２８と型枠板１２との間の空間に充填材を充填して固化させる。例文帳に追加

Afterwards, a filler is filled and solidified in a space between the pier 28 and the form plate 12. - 特許庁

本発明は橋脚と橋桁端部間を連結材で連結して落橋を防止するようにした落橋防止構造において、該連結材を編組構造にすることによって引張力に対する伸び量を大幅に増大し、大地震時の橋桁のズレに起因する引張力に対し高い吸収能力を示す落橋防止構造を提供する。例文帳に追加

To provide a bridge fall preventing structure showing high absorbing capacity to tensile force caused by the dislocation of a bridge girder in case of a big earthquake by forming connecting members in braided structure to considerably increase the amount of elongation to tensile force in the bridge fall preventing structure connecting a bridge pier and the end of the bridge girder by the connecting member to prevent the fall of a bridge. - 特許庁

文久年間（1861年から1863年）の「江戸日本橋南之絵図」によると、日本橋大鋸（おおが）町（現在の京橋）に広重の住居があり、西隣には狩野永徳の旧居が印刷されている。例文帳に追加

According to 'Picture of Southern Nihonbashi in Edo' of Bunkyu era (from 1861 to 1863), Hiroshige's residence was located in Oga-cho, Nihonbashi (now Kyobashi) next to the former residence of Eitoku KANO in the west.  - Wikipedia日英京都関連文書対訳コーパス

古くは地名通り淀川にかかる橋（山崎橋）のたもとで、橋が失われてからは1962年（昭和37年）まで山崎との間に渡船があった。例文帳に追加

As its name (literally "bridge end") suggests, Hashimoto Station is located at an end of a former bridge (Yamazaki-bashi Bridge) crossing the Yodo-gawa River; after the bridge was lost, there was a ferry service running between Hashimoto and Yamazaki, which operated until 1962.  - Wikipedia日英京都関連文書対訳コーパス

架橋処理の際に、未架橋ゴム中のポリオール又はポリアミンがポリエポキシド化合物と反応し、ポリエポキシド化合物とゴム成分が共架橋して繊維とゴムとの間に強固な接着が形成されたゴム組成物となる。例文帳に追加

During the crosslinking, the polyol or polyamine in the uncrosslinked rubber reacts with the polyepoxide compound, and the polyepoxide compound and the rubber component are co-crosslinked, so a rubber composition in which the fibers and the rubber are strongly bonded is formed. - 特許庁

それらの間でホットプレスを行い架橋する架橋工程と、架橋工程の前後を問わずイオン伝導性基を加水分解する工程とを有する。例文帳に追加

The manufacturing method has a crosslinking process crosslinking by hot-pressing and a process hydrolsing the ion conductive group regardless of before and after of the crosslinking process. - 特許庁

この壁基礎３０と橋台２との間に溝を掘り、この溝にアンカー３２を入れてその両端を夫々壁基礎３０および橋台２の橋台本体７へ定着金具３４で定着する。例文帳に追加

A ditch is excavated between the wall footing 30 and the abutment 2, and an anchor 32 is laid in the ditch to fix both ends thereof respectively to the wall footing 30 and an abutment body 7 of the abutment 2 with anchoring metal fittings 34. - 特許庁

極めて短期間での仮設桟橋の構築を可能とさせる仮設橋脚ユニットとそのユニットを用いる仮設橋脚の施工方法を提供する。例文帳に追加

To provide a temporary bridge pier unit which enables a temporary pier to be constructed in an extremely short period of time, and a method for constructing a temporary bridge pier by using the unit. - 特許庁

既設橋梁と新設桁との間の縦目地部の耐久性の向上を図りながら、既設橋梁の拡幅が可能な橋梁の拡幅接続構造および接続方法を提供すること。例文帳に追加

To provide a structure and a method for widening the connection of a bridge which enable the widening of the existing bridge while enhancing the durability of a vertical joint section between the existing bridge and a new girder. - 特許庁

震害などで損傷した鉄道高架橋柱の取り換えと同時に高架橋下の空間拡幅を行うことができる、損傷を受けた鉄道高架橋柱の取り換え工法を提供する。例文帳に追加

To provide a construction method for replacing a damaged railway viaduct column, which enables a space under a viaduct to be widened concurrently with the replacement of the railway viaduct column damaged by an earthquake disaster and the like. - 特許庁

橋脚と橋桁との間に相対的な大変位を生じさせる外力が作用する場合であっても、橋桁の浮き上がりを抑制できるようにする。例文帳に追加

To suppress the lift of a bridge girder, even if an external force, which causes relative great displacement, acts on a section between a bridge pier and the bridge girder. - 特許庁

カーボンナノチューブと架橋剤とを含むシートであって、カーボンナノチューブが架橋剤により分子間で架橋構造を形成していることを特徴とするカーボンナノチューブシート。例文帳に追加

The carbon nanotube sheet includes a carbon nanotube and a cross-linking agent, wherein the carbon nanotube forms a cross-linking structure between molecules by the cross-linking agent. - 特許庁

そして、架設桁１０に取り付けた橋桁Ｇを桁送り台車１２によって架設区間Ｃ上へ送り出し、架設桁１０を下降させることによって橋脚天端Ｐに橋桁Ｇを設置する。例文帳に追加

Then the bridge girder G mounted on the erection girder 10 is forwarded to the erection scheduled section C by a girder forwarding truck 12, and by lowering the erection girder 10, the bridge girder G is set on an upper end P of a bridge pier. - 特許庁

橋梁構築現場における構築作業時間が短縮でき、かつ合成桁橋全体の軽量化が図れる高強度軽量合成箱桁橋の提供。例文帳に追加

To provide a high-strength light composite girder bridge and a construction method thereof capable of reducing a construction period of time in a bridge construction site and making lightweight of the whole composite girder bridge. - 特許庁

浮桟橋による埋立方式を変更することで架橋施設の短縮化を図り、もって施工時間の短縮と施工コストの低減とに大きく寄与する浮桟橋埋立工法を提供する。例文帳に追加

To provide a reclamation method using a floating pier, which can shorten the length of bridging facilities by changing a manner of a conventional reclamation method using the floating pier, to thereby largely contribute to shortening of a construction period and reduction in construction cost. - 特許庁

各単純桁橋における１対の主桁１２相互間に、橋軸方向に延びるプレテンション縦桁１８を配置し、その両端部を橋軸方向両端部の１対の横桁１６で支持する構成とする。例文帳に追加

A pretensioned stringer 18, which is elongated in the direction of a bridge axis, is arranged between the pair of main girders 12 of each of the simple girder bridges, and both ends of the pretensioned stringer 18 are supported by a pair of cross girders 16 at both ends in the direction of the bridge axis. - 特許庁

これらの横梁の橋桁の側縁より張り出した部分の上に、橋桁の下方にあるドラムを２本の横梁間で橋桁の上面より高い位置まで吊り上げる吊り上げ装置２を設ける。例文帳に追加

Then a hoisting device 2 for hoisting the drum arranged under the bridge girder up to a location higher than an upper surface of the bridge girder between the two transverse beams, is arranged on overhanging portions of the transverse beams, from the side edge. - 特許庁

橋桁５０上の軌道スラブ版１０を橋軸に交差する線で橋軸方向複数個に分割し、分割された各スラブ版１０ａ、１０ｂ、１０ｃの相互間の目地寸法を均等に保つ均等化装置を備えた。例文帳に追加

This expansion structure has a uniformizing device for uniformly keeping a joint dimension between mutual respective divided slab boards 10a, 10b and 10c by dividing the track slab board 10 on a bridge girder 50 into a plurality in the bridge axis direction by a line crossing the bridge axis. - 特許庁

上床版が箱桁部から橋軸直交方向両側へ張り出すように形成された橋梁の架設方法において、比較的長い支間長を有する橋梁であっても押出し工法によりこれを架設可能とする。例文帳に追加

To provide an erection method for a bridge capable of being erected by an incremental launching method even if the bridge has a comparatively longer span length in the erection method for the bridge formed so as to project an upper floor slab to both sides in the orthogonal direction of a bridge axis from a box girder section. - 特許庁

組立体は、熱橋を通って延びる複数のバイアを含む熱橋と、電気構成要素の１つまたは複数の第２の表面と熱橋との間に置かれた熱伝導性部材とをさらに含むことができる。例文帳に追加

The assembly may also include a thermal bridge comprising a plurality of vias extending through the thermal bridge, and a thermally conductive member interposed between the one or more second surfaces of the electrical component and the thermal bridge. - 特許庁

また、 弾性材支承を介して橋梁下部構造の上に支持された二つの隣り合う橋梁上部構造の間に制震ダンパーを配設して橋梁の耐震構造を構成する。例文帳に追加

Herein, the vibration dampers are arranged between the adjacent bridge upper structures supported on the bridge lower structures via the elastic material supports. - 特許庁

道路橋本体の伸縮を許容する遊間を橋架体７で覆い、その上に継目部舗装８を連続施工し、既設の橋面舗装９に打継ぐ。例文帳に追加

A play clearance allowing the expansion and shrinkage of a road bridge main body is covered with a bridge construction body 7, and joint part pavement 8 is continuously constructed on it and is constructed and joined with existing bridge face pavement 9. - 特許庁

溶媒に膨潤した架橋ポリマー中のプロトンの緩和時間をパルス核磁気共鳴測定装置で測定することを特徴とする該架橋ポリマーの架橋密度の測定方法。例文帳に追加

A method for measuring the cross-link density of a cross-linked polymer is provided, which is characterized in that the relaxation time of the protons in the cross-linked polymer swelled in a solvent is measured by using a pulse nuclear magnetic resonance measuring apparatus. - 特許庁

橋桁ブロックの荷重を強固且つ安全に担架することができると共に、橋桁上架後は広い桁下空間を形成して撤去を容易とする橋桁仮支持架台装置及びそれを用いる架設ベントを提供する。例文帳に追加

To provide a bridge girder temporary supporting pedestal device and a construction bent making use thereof capable of firmly and safely bearing load of a bridge girder block and, at the same time, forming a wide space under the bridge girder after the bridge girder has been constructed. - 特許庁

架橋層３３０は、架橋層３３０の第１接触部３３１と架橋層３３０の第２接触部３３６との間の信号経路を形成している。例文帳に追加

The bridge layer 330 forms a signal path between the first contact section 331 of the bridge layer 330 and the second contact section 336 of the bridge layer 330. - 特許庁

道路橋継目部から橋下への漏水を防止するシール材が、伸縮継手の縦板間が狭くなった時にシール材を盛り上げ、道路橋上に飛び出すことを防止する。例文帳に追加

To prevent a seal member, which prevents water leakage from an expansion joint to the lower side of the viaduct, from rising and extruding out onto the viaduct, when the gap between vertical plates of the expansion joint becomes narrow. - 特許庁

さらに、これらの線状部１２，２２を橋渡しする複数の橋絡部２６を有し、各橋絡部は隣接する発光素子間の溝部に設けられ、遮光壁としても機能する。例文帳に追加

A plurality of bridge parts 26 are provided to bridge the linear parts 12 and 22, with each bridge part being provided at the channel part between adjoining light-emitting elements, functioning as a light-shielding wall as well. - 特許庁

橋梁の架け替えを迅速に行い、橋梁の架け替え期間を短縮して、社会的損失及び経済的損失を最小限に抑制する橋梁架け替え方法を提供すること。例文帳に追加

To provide a bridge rebuilding method quickly carrying out a rebuilding of a bridge and shortening a bridge rebuilding period to control a social loss and an economical loss to the minimum. - 特許庁

都市連続高架橋や立体交差橋の分割解体撤去において、仮支柱を不要とし、大型クレーンの作業時間を短縮し安全性を高め、工事費用の低減を目指した橋桁の解体撤去方法を提供する。例文帳に追加

To provide a disassembling and removing method of bridge girder intended to enhance safety and reduce construction cost by dispensing with a temporary strut and thus shortening the working time of a large crane in separation, disassembling and removal of an urban continuous elevated bridge or overhead crossing bridge. - 特許庁

昼間時間帯の普通列車は淀屋橋～出町柳間の運転で、それ以外は淀屋橋～萱島・三条・出町柳間・淀～三条・出町柳間の運転が基本である。例文帳に追加

During the daytime, the local trains are operated between Yodoyabashi Station and Demachiyanagi Station, and during the other hours operation is basically provided between Yodoyabashi Station and Kayashima Station/ Sanjo Station/ Demachiyanagi Station, and between Yodo Station and Sanjo Station/ Demachiyanagi Station.  - Wikipedia日英京都関連文書対訳コーパス

KTR宮津駅前・宮津桟橋（丹海バス宮津案内所（爆シード丹海サーキットIN宮津）前・一の宮航路乗り換え停留所）・KTR天橋立駅前（天橋立ホテル（オーベルジュ天橋立（レストラン「ピュール」）前）・野田川丹海前・間人（たいざ・漁港前・京丹後市・丹後町）方面行例文帳に追加

Toward: KTR (Kitakinki Tango Railway) Miyazu-ekimae, Miyazu Sambashi, (Tankai Bus Miyazu Information Office (Baku Seed Tankai Circuit-IN-Miyazu)-mae/Ichinomiya Koronorikae-teiryujo (Ichinomiya seaway transfer bus stop)), KTR Ama-no-Hashidate-ekimae (Amanohashidate Hotel (Auberge Amanohashidate: Restaurant 'Pure')-mae), Nodagawa Tankai-mae, Taiza (Gyokomae (in front of the Taiza fishing port)/Kyotango City/Tango-cho)  - Wikipedia日英京都関連文書対訳コーパス

現在の大阪府大阪市の中央区(大阪市)と北区(大阪市)に架かる天満橋から天神橋(大阪府)の間、あるいは中央区高麗橋近辺、または中央区心斎橋筋の三津寺付近にあったと考えられる。例文帳に追加

There are three opinions surrounding the location of Korokan; the first opinion was the area lying between the present Tenma-bashi Bridge and Tenjin-bashi Bridge (Osaka) connecting Chuo Ward and Kita Ward (Osaka City), the second opinion was the area near the present Korai-bashi Bridge in Chuo Ward, and the last opinion was the area near Mitsu-tera Temple in the present Shinsaibashi-suji Street, Chuo Ward.  - Wikipedia日英京都関連文書対訳コーパス

コンクリート橋及び鋼橋を架け替えの対象とし、架け替え工事中の騒音及び周囲にまき散らす粉塵量を大幅に低減することができ、その上架け替え橋梁の構造が簡単で、短時間で架け替えることのできる橋梁の架け替え方法を提供すること。例文帳に追加

To provide the rebuilding method of a bridge capable of making an object rebuilding a concrete bridge and a steel bridge, remarkably reducing noise during rebuilding work and a dust amount scattering in a circumstance, and being built in short time in the simple configuration of the rebuilding bridge. - 特許庁

この主桁１を用いて斜張橋が形成された場合、斜張橋の橋軸Ｓに直交する鉛直断面において、ウェブ１０ｃの下方が外側に漸次離間、あるいは内側に漸次近接する傾きを有するように斜張橋の両側部に設置される。例文帳に追加

When the cable stayed bridge is formed using this main girder 1, the webs 10c are installed in both side parts of the cable stayed bridge in such a way that lower parts of the webs 10c have such inclination that they are gradually separated onto an outer side or they approach an inner side gradually. - 特許庁

既設橋の一部解体から新設橋の架設完了までの期間中に、交通を遮断することなく、暫定的な対面通行車線を得るための既設橋の橋幅を大きく確保でき、安全に工事が進められる架け替え工法を提供する。例文帳に追加

To provide a replacing construction method for safely proceeding work by largely securing bridge width of an existing bridge for obtaining temporary opposite passing traffic lanes without interrupting traffic during a period from partial dismantling of the existing bridge to erection completion of a new bridge. - 特許庁

内圧開放ライン（３６）における橋絡部を周方向幅が比較的大きい高強度橋絡部（３４ａ、３４ａ′）と隣接する高強度橋絡部間に夫々配設された周方向幅が比較的小さい１個又は複数個の低強度橋絡部（３４ｂ）とから構成する。例文帳に追加

A bridging part in an internal pressure releasing line (36) consists of high-strength bridging parts (34a and 34a') in which the width in the peripheral direction is relatively large, and one or a plurality of low-strength bridging parts (34b) which is arranged between adjacent high-strength bridging parts with the circumferential width being relatively small. - 特許庁

既設の交差点に立体交差橋を構築する際に適用することで、交通渋滞の緩和、施工期間の短期化、建設費の低減に寄与するフーチング基礎用鋼殻、橋梁の構造、橋梁の構築方法、及び立体交差橋の構築方法を提供する。例文帳に追加

To provide a steel shell for a footing foundation applied in constructing a grade separation viaduct at an existing intersection to contribute to relief of traffic congestion, shortening of a construction period and reduction of a construction cost, and to provide the structure of a bridge, a construction method of the bridge, and a construction method of the grade separation viaduct. - 特許庁

橋軸直交方向に所定幅を有し、橋軸方向に延在する底鋼板１上に、橋軸方向に延在するＵ形リブ２が、橋軸直交方向に所定の間隔をおいて概ね逆Ｕ字状を呈するように溶接されている。例文帳に追加

According to the structure of the composite floor slab bridge, a bottom steel plate 1 which has a predetermined width in a bridge axis orthogonal direction and extends in a bridge axial direction, has welded thereto, U-shaped ribs 2 which extend in the bridge axial direction and are arranged at predetermined intervals in the bridge axis orthogonal direction in a manner exhibiting an almost inverted U shape. - 特許庁

可動版6間及び可動版6と橋桁1等間に、両者間の橋軸方向の分離を制限する連結部材9を架設すると共に、両者間の衝突を防止し、橋軸方向に圧縮力を受けたときに復元力を発揮する緩衝材11を介在させる。例文帳に追加

Between the movable slabs 6 and between the movable slab 6 and the bridge girder 1 or the like, a connection member 9 for limiting separation in the bridge axial direction between them is disposed, and a buffer material 11 for preventing a collision between them and demonstrating restoration force when receiving compressive force in the bridge axial direction is interposed. - 特許庁

また、橋本道路の橋本東IC～橋本ICも2006年内に開通の予定であったが、2002（平成14）年に完成した垂井高架橋にひび割れが多数発見され、国土交通省は橋桁（7径間連続）の取り壊しと再築を決定したが、施工業者の補修と効果監視の新提案が承認され、同区間は2007年8月2日に開通した。例文帳に追加

Although the section of Hashimoto Road between the Hashimoto-higashi Interchange and the Hashimoto Interchange had also been scheduled to open in 2006, many cracks were discovered in the Tarui elevated bridge, which had been completed in 2002; therefore, the Ministry of Land, Infrastructure, Transport and Tourism decided to demolish it and rebuild its beams (seven continuous spans) but later accepted the contractor's new plan for repairs and follow-up examinations of the effect, and this section was finally opened on August 2, 2007.  - Wikipedia日英京都関連文書対訳コーパス

桁橋においては、車輌荷重や繰り返し振動等により間詰めコンクリートに橋長方向に延びる亀裂を発生し、該亀裂が桁橋としての強度を低下乃至喪失する問題を有するが、本発明は簡潔な工法にて間詰めコンクリートの機能修復、ひいては桁橋の機能修復を適切に図る桁橋の補修構造を提供する。例文帳に追加

To provide a repair structure of a girder bridge for appropriately repairing the function of filling concrete and furthermore the function of the girder bridge in a simple method although there is a problem of causing a crack extending in the bridge length direction, in the filling concrete by vehicle load, repeated vibration, or the like to lower or lose the strength of the girder bridge by the crack in the girder bridge. - 特許庁

橋梁の隣接する下部構造間に架設され、橋軸方向に対向する橋桁間、または橋桁と下部構造間の遊間が１個の伸縮装置の相対変形可能な量、あるいは相対移動可能な量を超えている場合にも、遊間の大きさの変化に追従可能な機能を伸縮装置に持たせる。例文帳に追加

To provide an extending and contracting device to be built between adjacent lower structures of the bridge and having a function capable of following change of size of an expansion gap even when the expansion gap between bridge girders opposing to each other in the direction of bridge axis or between the bridge girder and the lower structure is or exceeds amount of relative deformation of one extending and contracting device. - 特許庁

昼間は淀屋橋～枚方市間の運転（一部は準急）が主体となり、それ以外の時間帯は淀屋橋～出町柳間の運転が主体となる。例文帳に追加

During the daytime, the trains are mainly operated between Yodoyabashi Station and Hirakatashi Station (some trains are operated as semi-express), and the rest of the day the trains are mainly operated between Yodoyabashi Station and Demachiyanagi Station.  - Wikipedia日英京都関連文書対訳コーパス

長径間10b〜10cと短径間10a〜10b、10c〜10dで橋脚10a、10b、10c、10dが配設された不等径間のうち、長径間10b〜10cに床組構造を有しないアーチ橋11を架設する。例文帳に追加

An arch bridge 11 without having a floor framing structure is installed in long spans 10b to 10c among the unequal span for arranging piers 10a, 10b, 10c and 10d by the long spans 10b to 10c and short spans 10a to 10b and 10c to 10d. - 特許庁

膨潤試験や架橋挙動試験などでゴムの架橋度を評価する場合のような、多量の試料や長時間の測定時間を要することなく、少量もしくは小さい試料でも、短時間でゴムの架橋度を評価することが可能になるものである。例文帳に追加

Therefore, the degree of crosslinking of the rubber can be evaluated in a short time even from a small quantity of sample, unlike the case where the degree of crosslinking is evaluated through swelling tests or crosslinking behavior tests which require a large quantity of sample and a long time. - 特許庁