「主桁部」に関連した英語例文の一覧と使い方 - Weblio英語例文検索

主桁とハンチ部用型枠とを精密に突合わせる。例文帳に追加

To accurately butt a main girder against a form for a haunch portion. - 特許庁

鋼桁部２０ＡとＰＣ桁部２０Ｂとの接合部２０Ｃにおける主桁部分を、鋼コンクリート複合部２２Ｃとして構成する。例文帳に追加

A main girder part at the joint part 20C of the steel girder part 20A and PC girder part 20B is constituted as a steel-concrete composite part 22C. - 特許庁

主桁１同士の間から固定型枠を支持する際に、前記主桁１同士の間にて、これら主桁１と平行に延びる縦桁１１と、この縦桁１１に保持されて、型枠の前記主桁１間の部位を支持する支持ユニット２０とを設ける。例文帳に追加

When the fixed form is supported from between main girders 1, and a vertical girder 11 extended in parallel with these main girders 1 and a supporting unit 20 held by the vertical girder 11 and supporting a site between the main girders 1 are provided between the main girders 1. - 特許庁

外主桁４の桁端部のウェブ１７の内側面の端横桁設置位置ａよりも反桁端側に、外主桁内側補強材１９をボルト止めする。例文帳に追加

The outer main girder inner side reinforcing member 19 is fixed on an anti-girder end side more than an end horizontal girder installation position (a) on an inner side face of the web 17 in the girder end part of the outer main girder 4 by using a bolt. - 特許庁

しかる後、端横桁を撤去してから、外主桁４の桁端縁部のウェブ１７の内側面に、外主桁内側桁端補強材２０を取り付けて補強する。例文帳に追加

After that, the end horizontal girder is removed, and then the outer main girder inner side girder end reinforcing member 20 is attached to the inner side face of the web 17 in a girder end edge part of the outer main girder 4 for reinforcement. - 特許庁

主桁１２の橋軸Ｘ方向の端部付近には、横桁３０が配置されている。例文帳に追加

A cross girder 30 is arranged near the end, in the direction of a bridge axis X, of the main girder 12. - 特許庁

補剛桁（吊橋の補剛桁）１は、橋軸方向Ｃに延在する２つの主桁２と、主桁２と直交する方向に延在する横桁３と、主桁２の上部に配設されたコンクリート系高耐久性床版４とから概略構成される。例文帳に追加

This stiffening girder 1 (of the suspension bridge) roughly includes two main girders 2 extending in a bridge axis direction C, a cross beam 3 extending in a direction orthogonal to the main girder 2, and a highly-durable concrete floor slab 4 disposed on the upper part of the main girder 2. - 特許庁

各主桁５間に鉄筋コンクリート横桁部材６を配設し、当該鉄筋コンクリート横桁部材６と前記主桁５とを有孔鋼板を用いて機械的に結合する。例文帳に追加

Steel reinforced concrete transverse girder members 6 are arranged across the main girders 5, and the steel reinforced concrete transverse girder members 6 are mechanically connected to the main girders 5 by using bored steel plates, respectively. - 特許庁

斜張橋とアーチ橋において、橋梁型式特有の主桁軸力を利用し、横桁部材を橋軸横断方向に通し状とした通し横桁13を介して、主桁部材を橋軸縦断方向にブロック状とした主桁ブロック14をサンドイッチし圧着連結する。例文帳に追加

In this pressing connection method, main girder shaft force being peculiar to bridge form is utilized, and a main girder block 14 constituting the main girder member like a block in the longitudinal direction of bridge shaft is sandwiched in through the through-crossbeam 13 for letting the crossbeam member be through in the transverse direction of bridge shaft to press and connect in a cable stayed bridge and an arch bridge. - 特許庁

補強構造Ｓは、コンクリート床版Ｃの下面に設けられた主桁１と、両端を主桁１に連結された横桁２と、コンクリート床版Ｃと横桁２との間に設けられた複数の支持部３とを備えている。例文帳に追加

The reinforcing structure S is provided with a main girder 1 provided on the lower face of a concrete floor slab C, a lateral girder 2 connecting both the ends on the main girder 1, and a plurality of support parts 3 provided between the concrete floor slab C and the lateral girder 2. - 特許庁

底鋼板７と主桁１との間に開口部１０の両側を主桁１軸方向に連続するシール材３を介在する。例文帳に追加

A sealing member 3 which continuously extends in the axial direction at both sides of the opening is put between the bottom steel plate 7 and the main girder 1. - 特許庁

扉体５を構成する最上部の主桁５ａの上方に、この最上部の主桁５ａとで取水口８を形成すべく、整流板７を最上部の主桁５ａに連結する。例文帳に追加

A baffle plate 7 is connected with the main beam 5a in the uppermost part to form a water intake 8 by the main beam 5a in the uppermost part and the door body 5 above the main beam 5a in the uppermost part constituting the door body 5. - 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

橋軸方向に隣接する主桁同士をその中間支点において連結するための主桁連結構造において、所要の耐久性を確保した上で、主桁の変形に伴ってその連結部材に生じる断面力を低減させ、かつ両主桁間の応力伝達を図る。例文帳に追加

To provide a main girder connecting structure for connecting main girders, adjacent to each other in the direction of a bridge axis, at intermediate supporting points of them, which reduces a cross-sectional force generated in a connecting member along with the deformation of the main girder, after securing required durability, and which transfers stress between both the main girders. - 特許庁

また、前記主桁あるいは該遮音筐体の振動を検出する振動センサを設けると共に、前記主桁の下部に、前記振動センサからの主桁振動の検出信号に基づき前記主桁あるいは該遮音筐体の振動減衰量を調整するアクチュエータを設ける。例文帳に追加

A vibration sensor is provided for detecting the vibration of the main girder or the noise insulating frame and an actuator is provided at the lower part of the main girder for modulating the vibration damping amount of the main girder or the noise insulating frame in accordance with vibration detection signals for the main girder from the vibration sensor. - 特許庁

中空部８には、複数の縦リブ１０が、両主桁板５の間に該主桁板５に直交する方向へ延びるように、かつ主桁板５の長さ方向に沿って間隔をあけて配置される。例文帳に追加

In the hollow part 8, a plurality of vertical ribs 10 are arranged between both main beam plates 5 to extend in an orthogonal direction to the main beam plates 5 with spaces along the lengthwise direction of the main beam plates 5. - 特許庁

そして、橋梁１は、橋脚間に並行に架け渡される複数の主桁２，・・・と、横連結部２２，２２同士を連結させる連結手段４と、主桁上に架け渡されて主桁と接合される床版１１とを備えている。例文帳に追加

The bridge 1 includes: a plurality of main girders 2 etc. extended in parallel between bridge piers; connecting means 4 for connecting the lateral connecting parts 22 and 22 to each other; and a floor slab 11 extended over the main girders and joined to the main girders. - 特許庁

この鋼コンクリート複合部２２Ｃは、鋼桁部２０Ａの主桁２２Ａの端部を埋め込むようにしてコンクリートを打設することにより形成する。例文帳に追加

The steel-concrete composite part 22C is formed by placing concrete to embed the end of the main girder 22A of the steel girder part 20A. - 特許庁

そして、この鋼コンクリート複合部２２Ｃにおいて、ＰＣ桁部２０Ｂの主桁２２Ｂに配置される複数のＰＣ鋼材３０の定着を行う。例文帳に追加

A plurality of PC steel members 30 arranged at the main girder 22B of the PC girder part 20B are anchored at the steel-concrete composite part 22C. - 特許庁

橋梁の主桁部材の連結工に、通し横桁を介した圧着連結方法を用い、その剛性を高める。例文帳に追加

To provide a pressing connection method for a bridge through a through-crossbeam in the construction work for connecting a main girder member of the bridge to enhance its rigidity. - 特許庁

合成床版からなる床版12の橋軸直角方向の中央部を細幅箱桁からなる主桁13により支持させる。例文帳に追加

The center of the floor plate 12 composed of the synthetic floor plate in the direction at right angles with respect to a bridge shaft is supported by a main girder 13 composed of a box girder of a small width. - 特許庁

間隔を置いて配置される橋脚１０，１０間に架け渡される主桁２であって、橋脚間に架設可能な長さの桁部２１と、桁部の両側の端部において桁部の略軸直交方向に延設される横連結部２２，２２とを有している。例文帳に追加

A main girder 2 to be extended between bridge piers 10 and 10 arranged at an interval from each other includes both of a girder 21 having a length extendable between the bridge piers and lateral connecting parts 22 and 22 extended approximately in axially-orthogonal directions at ends on both sides of a girder. - 特許庁

橋脚と主桁のジョイント部材及びこのジョイント部材を用いた橋構造例文帳に追加

JOINT MEMBER OF PIER AND MAIN GIRDER AND BRIDGE STRUCTURE USING THE JOINT MEMBER - 特許庁

吊り橋の主桁を吊り下げるワイヤロープの下端部の内部に防錆剤を充填させる。例文帳に追加

To fill a rust-proof agent into the lower end of a wire rope for hanging a main girder of a suspension bridge. - 特許庁

ＲＣ部材である主桁３とＰＣ部材である床版５とをジベル１３を介して接合する。例文帳に追加

The main girder 3, which is an RC member, and the floor slab 5, which is the PC member, are joined together via a dowel 13. - 特許庁

少数主桁橋等の構造材として使用可能な耐食性を有する溶接部を得る。例文帳に追加

To provide a corrosion resistant weld part available for structural members of a small number main girder bridge, etc. - 特許庁

移動台３２は、吊り材３８によって主桁２２の両端部２２Ａから吊り下げられている。例文帳に追加

The movable carriage 32 is hung from the both end portions 22A of the main girder 22 by a hanger 38. - 特許庁

主桁の接合構造およびトンネル外殻部躯体の鋼殻接合構造例文帳に追加

JOINT CONSTRUCTION FOR MAIN GIRDER AND STEEL SHELL JOINT CONSTRUCTION OF THE BUILDING FRAME OF TUNNEL OUTER SHELL PORTION - 特許庁

２つの主桁は、その下部において、長さ方向に所定の間隔で配設されている横桁（４）で連結されていて、横桁の上に床板（５）が配設されている。例文帳に追加

The two main girders, at the lower portions, are jointed with lateral girders 4 arranged at predetermined intervals in the length direction, and slab plates 5 are arranged on the lateral girder. - 特許庁

主桁及び横桁がコンクリート桁の既設橋梁の上面側部に橋軸方向へ平行に拡幅歩道用アルミニウム合金床版を張出すように突設する。例文帳に追加

According to the widened sidewalk structure, main girders and crossbeams overhang sideways from an upper surface of the existing bridge having concrete girders in parallel with a bridge axial direction, in a manner protruding an aluminum alloy floor slab for the widened sidewalk. - 特許庁

橋脚１に架設された主桁２に移動自在で且つ着脱自在に係止される主桁用吊下部１７と、該主桁用吊下部１７が固定されると共に作業者が乗り込み可能なゴンドラ本体１６とを備えてなることにある。例文帳に追加

The suspended scaffolding device is comprised of main girder suspended sections 17 which are engaged with the respective main girders 2 erected on a bridge pier 1, in a movable and disengageable manner, and a gondola main body 16 having fixed thereto the main girder suspended sections 17, and allowing the workers to ride therein. - 特許庁

曲げ加工台の上面に重ねて配置される主桁部材の重ね高さを、押し金型の厚さに相当する高さとなるように容易に調整できるセグメント主桁曲げ加工装置における主桁部材の重ね構造を提供する。例文帳に追加

To provide an overlapping structure of main girder members in a segment main girder bending device, capable of easily adjusting the height of overlapped main girder members arranged on the upper face of a bending work base by overlapping them to such height being equivalent to thickness of a pressing mold. - 特許庁

ＰＣ橋においてＰＣケーブルが定着される桁部材の横桁に必要に剛性と強度を持たせるために橋軸直角方向にプレストレスを与える上で、コールドジョイントの発生を解消し、桁部材の耐久性と主桁の美観を高める。例文帳に追加

To solve the generation of a cold joint at a time when the bridge-axial rectangular direction is given prestress for imparting rigidity and strength required for a cross girder in a girder member, on which a PC cable is anchored, in a PC bridge, and to improve the durability of the girder member and the appearance of a main girder. - 特許庁

補強材８は、垂直部８１と水平部８２とで略Ｌ字状に形成され、垂直部８１が主桁本体７の底部から立設されるとともに、水平部８２が主桁本体７の側部に連設されてなる。例文帳に追加

The reinforcement 8 is formed approximately in L-shape from a vertical portion 81 and a horizontal portion 82, in which the vertical portion 81 is formed upright from the bottom part of the girder body 7 while the horizontal portion 82 is formed continuously to the side of the girder body 7. - 特許庁

一対の主桁板４と、一対の継手板５と、主桁板４同士の間に配される複数の補強リブ６と、主桁板４の両端部近傍同士の間に配された補強リブ６と継手板５とを連結する補強板７とから上下の開口された枠体２を構成する。例文帳に追加

Upper and lower opened frame body is constituted with a pair of main girder plates 4, a pair of joint plates 5, a plurality of reinforcing ribs 6 arranged between the main girder plates 4, and a reinforcing plate 7 connecting the reinforcing ribs 6 arranged near both the end portions of the main girder plate 4 to the joint plate 5 between the main girder plates 4. - 特許庁

シールドトンネルの外殻を構成するトンネル用鋼殻であって、シールドトンネルの軸方向に対して直角に配置される主桁３と、主桁３の両端部に設けられた継手板７と、主桁３に直角方向に所定の間隔を離して配置された三角リブ５とを有する。例文帳に追加

A skin plate for a tunnel constituting an outer shell of a shield tunnel is provided, which comprises a main beam 3 arranged perpendicular to the axial direction of the shield tunnel, a coupling plate 7 provided on both end parts of the main beam 3, and a rectangular rib 5 arranged perpendicular to the main beam 3 with a specified interval. - 特許庁

架設途中の主桁１４上に設置された左右１対のガーダ５０を用いて、所定径間Ｓ４における主桁１４の延長架設と、その前方側に隣接する先行径間Ｓ５の前端位置における基礎工１６Ｃ、橋脚１２Ｃおよび主桁脚頭部１４Ｃの施工とを行う。例文帳に追加

A pair of right and left girders 50 installed on the main girder 14 during the erection work are used to carry out the work of the extension of the main girder 14 in a predetermined span S4, the foundation work 16C at the front end of a preceding span S5 adjacent to the forward side, the pier 12C and the main girder leg head 14C. - 特許庁

一対の主桁板７，７には、複数の斜めリブ（補強部材）７がそれぞれ連結されて、斜めリブ７は一対の主桁板７，７間の寸法よりも短い寸法に形成され一対の主桁板７，７のいずれか一方に連結されている。例文帳に追加

A plurality of oblique ribs (reinforcing members) 7 are connected respectively to the pair of main girder plates 7, and the oblique ribs 7 are formed in a dimension shorter than a dimension between the pair of main girder plates 7 and connected to one of the pair of main girder plates 7. - 特許庁

鉄塔１は柱材として、コンクリート基礎部２により地面３に支持された主柱材４、主柱材４同士を連結する水平桁材５、及び主柱材４、水平桁材５同士を連結する斜材６を備えて構成される。例文帳に追加

Supports of the steel tower 1 include the main supports 4 supported on the ground 3 by the concrete foundation 2, horizontal girders 5 connecting between the main supports 4, and diagonals 6 connecting between the main supports 4 and between the horizontal girders 5. - 特許庁

拡幅歩道用アルミニウム合金床版の一側の張出部の下面に定置された縦桁と既設橋梁の主桁下部との間にストラットを斜設し、さらに複数の主桁下部間にストラットを横架することが好ましい。例文帳に追加

It is preferred that a strut is diagonally arranged between a longitudinal girder fixed onto a lower surface of an overhanging portion on one side of the aluminum alloy floor slab for the widened sidewalk, and a lower portion of the main girder of the existing bridge, and that struts are horizontally erected between lower portions of the plurality of main girders. - 特許庁

本発明は、橋脚４により支承部材６を介して橋桁２を支持し、この橋桁上の橋脚に対応した部分に主塔８を設けこの主塔がケーブル１０を介して橋桁を吊り下げる吊り橋１５，２５，３２，３８の耐震構造に関する。例文帳に追加

In this earthquake-proof structure for the suspension bridge 15, 25, 32, 38, a bridge girder 2 is supported through a support member 6 by a pier 4, a main tower 8 is provided in a part corresponding to the pier on the bridge girder, and the main stupa hangs down the bridge girder through cables 10. - 特許庁

この突き合わせ接合位置に相当する丸型鋼管主桁１の内部にダイアフラム５を設置し、ダイアフラム５の間の丸型鋼管主桁１の内部にコンクリート６’を充填する。例文帳に追加

A diaphragm 5 is installed into the round-shaped steel-pipe main girder 1 corresponding to the position of the butt-welding and joining, and the inside of the round-shaped steel-pipe main girder 1 between the diaphragm 5 is filled with concrete 6'. - 特許庁

主桁同士の間隔が広い２主桁橋において、簡素な部材を用いて、コンクリート床版を支持する桁内受け梁の剛性を高めることができる、設置と撤収が容易なコンクリート床版用型枠の設置方法を提供することを目的とする。例文帳に追加

To provide a concrete slab form mounting method capable of being easily detached and increasing the rigidity of a holding beam in a girder for supporting a concrete slab by using a simply member in two main girder bridges having a wider interval between main girders. - 特許庁

本発明は、複径間桁橋の左径間主桁と右径間主桁とを連続化した部位に対する死荷重に基づく負の曲げモーメントを減殺しつつ構成することができると共に、完成後に活荷重に基づく負の曲げモーメントにより加わる引張力に起因する亀裂の発生を有効に防止する主桁の連続化構造を提供する。例文帳に追加

To provide a continued structure of main girders, which can be constituted while reducing negative bending moment based on a dead load to a part where a left span main girder and a right span main girder of a multiple span girder bridge are continued and can effectively prevent a crack due to tensile force applied by the negative bending moment based on a live load after completion. - 特許庁

直線状の帯板形状の主桁部材を、複数枚同時に、上下の面に良好な平坦精度を保持した状態で効率良く曲げ加工できるセグメント主桁曲げ加工装置を提供する。例文帳に追加

To provide a segment main girder bending device capable of efficiently bending a plurality of main girder members having a linear strip shape simultaneously while keeping satisfactory precision in flatness on upper and lower faces. - 特許庁