「主桁」に関連した英語例文の一覧と使い方(4ページ目) - Weblio英語例文検索

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

複合鋼床版１２と、躯体の上面に設置される主桁１３と、この主桁１３を横方向から支持固定する横桁１４と、前記複合鋼床版１２の左・右端に備えた鉄筋コンクリート製の高欄１５、１５とで構成される。例文帳に追加

The bridge is formed of the compound steel floor slab 12, main girders 13 set on the upper surface of a skeleton, transverse girders 14 for bearing and fixing the main girders 13 in a transverse direction, and reinforced concrete balustrades 15, 15 arranged at right and left edges of the compound steel floor slab 12. - 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、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

主桁３３と、主桁３３をケーブル３５を介して支持する主塔３２とを備えた斜張橋３１において、主塔３２の地震時における振動応答が最小となるように、主塔３２の重量を、付加質量３６，３６，…によって調整した。例文帳に追加

In a cable stayed bridge 31 having main beams 33 and a main tower 32 for supporting the main beams 33 via cables 35, weight of the main tower 32 is adjusted by additional mass 36, 36, etc., so that a vibrational response of the main tower 32 at earthquake time becomes minimum. - 特許庁

主桁のみの断面補強や応力改善を行うのではなく、床板の撤去をすることもなく既設橋梁の主桁を補強する方法を提供する。例文帳に追加

To provide a method of reinforcing a main girder of an existing bridge without removing a floor board, and without performing the cross-sectional reinforcement of only the main girder and the change for stress. - 特許庁

主桁、継手板、縦リブ及びスキンプレートを溶接して製作するスチールセグメントであって、両側及び中間の主桁を、市販の溝形鋼１・２を曲げ加工して形成する。例文帳に追加

In a steel segment manufactured by assembling main girders, joint plates, vertical ribs and skin plates by welding, the main girders at both sides and in the middle are processed by bending commercially available channel steels 1 and 2. - 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

既設の橋梁Ｂでは、径間Ｓ_１の中央の主桁１０とその隣りの径間Ｓ_２の中側の主桁１０との通りがずれて非直線状になっている。例文帳に追加

An existing bridge B becomes a nonlinear shape by dislocating the passage of a central main beam 10 of a span S_1 and an inside main beam 10 of its adjacent span S_2. - 特許庁

主桁２どうしを横支材７により連結して合成床版１のアーチ水平反力を主桁２を介して横支材７により受ける構造とする。例文帳に追加

The mutual main beams 2 are connected by a horizontal support material 7, and are formed as a structure for receiving arch horizontal reaction of the synthetic floorslab 1 by the horizontal support material 7 via the main beams 2. - 特許庁

主桁１の上に主桁１の軸方向に一定間隔をおいて配置された複数の移送台車５と当該移送台車５，５間に配置され、各移送台車５と回転自在に連結された連結部材６とを備えて構成する。例文帳に追加

The floor slab construction panel includes a plurality of transfer carriages 5 arranged on the main girder 1 at constant intervals in the axial direction of the main girder 1, and a joint member 6 arranged between the transfer carriages 5, 5 and rotatably jointed to the respective transfer carriages 5. - 特許庁

後方の内型枠１１の切羽側の外主桁と、前方の内型枠１１の坑口側の外主桁とは、テーパを有する継手を用いて結合される。例文帳に追加

An outer main girder on a working face side of the rearward inner frame 11 and an outer main girder on a pit mouth side of the forward inner frame 11 are connected with each other by means of a tapered joint. - 特許庁

鋼主桁と橋脚との剛結部の鉄筋を大幅に削減し、かつ施工性を改善できると共に、合理的設計が可能な鋼主桁と橋脚との接合構造及び接合方法を提供する。例文帳に追加

To greatly reduce reinforcements of a rigid connection section between a steel main girder and a pier, enable workability to improve and, at the same time, to provide a joint structure between the steel main girder capable of being rationally designed and the pier and a joint method. - 特許庁

鋼厚板を床版として使用し、それに主桁プレートガーダーと接合して一体化し、橋の基本構造を鋼床版、主桁および端ダイヤフラムからなる簡潔なものにすることにより実現した。例文帳に追加

The bridge structure system is realized in such a manner that the thick steel plate is used as a slab and is integrated by joining it to a main girder plate girder, and the basic structure of the bridge comprises a steel slab, the main girder and an end diaphragm so as to be simple. - 特許庁

この仮設梁21に設けた昇降装置24により交換すべき柱４の主桁１を吊り上げ、この主桁１と基礎16の間から交換すべき柱４を抜き取り、新しい柱４と交換する。例文帳に追加

The main girder 1 of the column 4 is hoisted by a lift device 24 provided on the temporary beam 21, and the column 4 is removed from between the main girder 1 and the foundation 16 and is replaced with a new column 4. - 特許庁

トロリー２０に搭載された横行台車２３により橋軸直角方向に主桁２を横引きし、上下線にそれぞれ分離した主桁２を並列させて設置する。例文帳に追加

The main beams 2 are horizontally pulled to the direction at right angles to the bridge axis by a transverse truck 23 mounted on the trolly 20, and the main beams 2 to be respectively separated are arranged to up and down lines to install. - 特許庁

左右の戸当り４に案内されて昇降する扉体５を、左右の戸当り４間を水平方向に渡された複数の主桁５ａと、これらの主桁５ａ間をつなぐ遮水膜５ｂで構成する。例文帳に追加

The door body 5 to elevate and lower guided by left and right door stops 4 is composed of a plurality of main beams 5a stretched in the horizontal direction between the left and right door stops 4 and a water impervious membrane 5b connecting these main beams 5a mutually. - 特許庁

そしてジャッキ４Ａにより軸力を導入し、主桁３の応力分布を改善して、目地コンクリート６を打設し、ジベル孔１ｂにモルタルを打設して主桁３と新床版１とを接合する。例文帳に追加

An axial force is introduced by a jack 4A; the stress distribution of the main girder 3 is improved; joint concrete 6 is placed; and mortar is placed into a dowel hole 1b, so that the main girder 3 and the new floor slab 1 can be joined together. - 特許庁

橋脚（１）の幅方向の両方の端部に支承体（２）が配設され、各支承体の上に、それぞれ主桁（３）が立設され、２つの主桁は長さ方向に平行に延伸している。例文帳に追加

Bearing bodies 2 are arranged at both the end portions in the width direction of a bridge pier 1, on the each bearing body, main girders 3 are respectively erected, and two main girders are extended parallel to the length direction. - 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

合成床版１の両端部を主桁２に直接支持せしめて、その合成床版１に生じる水平力を主桁２に直接的に伝達せしめる。例文帳に追加

Both end parts of the synthetic floorslab 1 are directly supported by main beams 2, and horizontal force generated in the synthetic floorslab 1 is directly transmitted to the main beams 2. - 特許庁

主桁１の上フランジ１ａの下面に固定したスタッド６をアンカーとして、主桁１と鉄筋コンクリート床版４を接続する。例文帳に追加

The main girder 1 and the reinforced concrete floor slab 4 are connected together in such a manner that a stud 6 fixed to an undersurface of an upper flange 1a of the main girder 1 is used as an anchor. - 特許庁

底鋼板７と主桁１との間に、底鋼板７の開口部１０を挟んで主桁１の軸方向に連続するシール材３を設置する。例文帳に追加

A sealing member 3 continued in the direction of the axis of a main girder 1 is provided by holding an opening 10 of a base steel plate 7 between the base steel plate 7 and a main girder 1. - 特許庁

シール材３と接する底鋼板７の下面または主桁１の上面、もしくはその両方に主桁１の軸方向に連続する突出部４を設ける。例文帳に追加

A projection 4 continued in the direction of the axis of the main girder 1 is provided in the lower surface of the base steel plate 7 coming into contact with the sealing member 3 or the upper surface of the main girder 1 or both of them. - 特許庁

主桁３６、３８を有する複数の覆工ピース３２、３４をリング状に組み立て形成したトンネルの覆工２２の接続予定位置に配置された覆工ピース３２に、主桁に３６固設してトンネル間定着部６６を設ける。例文帳に追加

An anchorage part 66 fixed to the main girder 36 is provided in the lining piece 32 arranged in an estimated connection position of the lining 22 of the tunnel formed to have the ring-shape. - 特許庁

これによって、各主桁１０と横梁２０とが、応力伝達可能に接続され、ひいては上記非直線状の通りをなす２つの主桁どうしが、互いに応力伝達可能になっている。例文帳に追加

Thus, the respective main beams 10 and the horizontal beam 20 are connected so that stress can be transmitted, in its turn, the mutual two main beams forming the nonlinear passage can mutually transmit the stress. - 特許庁

ガーダを用いて、主桁の延長架設と、基礎工、橋脚および主桁脚頭部の施工とを行う橋梁の架設方法において、架設作業の作業効率を高める。例文帳に追加

To provide an erection method of a bridge capable of increasing the work efficiency of erection in the erection method of bridge construction work including the extension work of a main girder and the foundation work and the erection of a pier and a main girder leg head by using girders. - 特許庁

トンネルの周方向に連続する複数の主桁１とこの主桁１の両端部にトンネルの軸方向に連続する継手板２をそれぞれ有する。例文帳に追加

The segment made of steel has a plurality of main girders 1 connected in the circumferential direction of a tunnel and joint bars 2 connected in the axial direction of the tunnel at both end sections of the main girders 1 respectively. - 特許庁

断面形状の異なる主桁同士を接続させるのに有効な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の提供。例文帳に追加

To provide a main girder jointing construction effective for connecting together main girders having different sectional shapes and a steel shell joint construction for the building frame of a tunnel outer shell portion. - 特許庁

前記斜材の少なくとも一方の端部が、前記主桁と前記継手板の接合箇所もしくは前記主桁と前記縦リブとの接合箇所に接合されることを特徴とする。例文帳に追加

At least one end portion of each diagonal member is joined to a joint part between the main girder and the joint plate or a joint part between the main girder and the vertical rib. - 特許庁

リンク機構変形装置を作動させてリンク機構（６）を把持爪（９ａ）が主桁に係合できる位置にさせた後、昇降装置を伸長作動させて把持爪を主桁に係合せしめる。例文帳に追加

Then, a link mechanism deforming device is operated to place a link mechanism (6) to a location that allows engagement of a gripping claw (9a) with the main girder, and thereafter the gripping claw is engaged with the main girder by extending an elevating device. - 特許庁

主桁板１２と補強リブ１７との間及び補強用主桁板１６と補強リブ１７との間における継手板１３に、接合用のボルト２４が挿通可能なボルト挿通孔２１を形成する。例文帳に追加

Bolt insert holes 21 through which connection bolts 24 can be inserted are formed in the joint board 13 located between the main stringer board and the reinforcing rib 17 and the main stringer board for reinforcement and the reinforcing rib 17, respectively. - 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

主桁ブロック１０を構成する床版コンクリート２０に架設ＰＣケーブル３０を橋軸方向に挿入し、架設ＰＣケーブル３０の固定端を施工済み主桁ブロック１０Ｂに固定する。例文帳に追加

The installing PC cable 30 is inserted in the bridge shaft direction into a floorslab concrete 20 for constituting a main beam block 10, and the fixed end of the installing PC cable 30 is fixed to the constructed main beam block 10B. - 特許庁

検査路は、主たる繊維の方向の一致した繊維強化樹脂で製造した歩廊を構成する主桁１と手摺とより構成する。例文帳に追加

The inspection passage is composed of the main beam 1 constituting a walkway formed by the fiber reinforced resin including main fibers whose directions agree with each other and a handrail. - 特許庁

主桁板１の軸方向に沿って主補強材４を、継手板２の軸方向に沿ってせん断補強材６をそれぞれ設置する。例文帳に追加

The main reinforcements 4 are installed along the axial direction of the main girder plate 1, and the shearing reinforcements 6 are installed along the axial direction of the joint plates 2, respectively. - 特許庁

複数の単純桁橋が直列配置で連結されてなる連続高架橋において、各単純桁橋の上床版の幅員がある程度大きい場合であっても、主桁の必要設置本数を最小限に抑えて、施工コスト低減を図る。例文帳に追加

To provide a continuous viaduct in which a plurality of simple girder bridges are connected together in a serially arranged manner, and which reduces construction costs by minimizing the number of main girders needed to be installed, even if the width of the upper floor slab of each of the simple girder bridges is great to a certain extent. - 特許庁

第１場所に割り当てられた第１位置コードの上位Ｍ桁（Ｍ＝１，２，３，…，Ｎ−１）が第１場所と異なる第２場所に割り当てられた第２位置コードの上位Ｍ桁と一致しているならば、その上位Ｍ桁は、第１場所と第２場所との両方を管理する管理主体を示している。例文帳に追加

If an upper M-th column (M=1, 2, 3, N-1) of the first position code allocated to a first place is the same as the upper M-th column of a second position code allocated to a second place, the upper M-th column shows a management body which manages both the first place and the second place. - 特許庁

したがって、主桁９は主に曲げモーメントに対抗できる断面積を有すればよく、橋軸方向荷重と曲げモーメントとの複合荷重への対抗力を主桁が有さねばならない場合に比べて、当該断面積が小さくて済み、経済的となる。例文帳に追加

Accordingly, it is sufficient that the main girder 9 has a sectional area to mainly counter the bending moment, so the smaller sectional area is sufficient as compared with the case where the main girder should have opposing force to the compound load of the bridge axial load and the bending moment to be economical. - 特許庁

既設の鋼合成桁橋の補修・補強工事にもプレキャストＰＣ床版の使用を可能とする鋼主桁とプレキャストＰＣ床版との接合構造を提供する。例文帳に追加

To provide a joining structure of a steel main girder and a precast PC floor slab capable of using the precast PC floor slab even for repairing and reinforcing works of an existing steel composite girder bridge. - 特許庁

合成床版３０は、底鋼板３１と底鋼板３１の上に打設したコンクリート３８とを備え、連続桁橋１の主桁２０の上に敷設されている。例文帳に追加

A composite floor slab 30 includes a bottom steel plate 31 and concrete 38 placed on the bottom steel plate 31, and is laid on a main girder 20 of a continuous girder bridge 1. - 特許庁

双頭式ずれ止め部材１における下部横部分３がプレキャスト桁２における主筋１２の下側に位置して交差するように配置されているプレキャスト桁。例文帳に追加

The precast girder is constructed such that the lower horizontal portion 3 of the double-head shift preventive member 1 is arranged on a lower side of a main reinforcement 12 of the precast girder 2, in a manner intersecting the main reinforcement 12. - 特許庁

また、斜張橋の鋼板からなる通し横桁13には、角形鋼管からなる主桁ブロック14連結用のセン断対応突起具17と斜張ケーブル定着用のケーブル挿通孔18を設置しておく。例文帳に追加

The through-crossbeam 13 formed by steel plate of the cable stayed bridge includes a shearing corresponding protruding implement 17 for connecting the main girder block 14 formed by a square steel pipe and a cable insertion hole 18 for fixing an obliquely stretching cable. - 特許庁

これにより、上床版をプレテンション縦桁１８およびコンクリートフレーム２０で支持可能とし、主桁１２の必要設置本数を削減する。例文帳に追加

This enables the upper floor slab to be supported by the pretensioned stringer 18 and the concrete frame 20, so as to reduce the number of main girders 12 needed to be installed. - 特許庁

ウェブ１ａの下部については、主桁１と直交する鋼製の端板５を溶接等により固定し、端板５どうしを桁長手方向の高力ボルト７により引張接合する。例文帳に追加

Steel end plates 5 perpendicular to the main girders 1 are fixed by welding etc., to the lower part of the web 1a, and the steel end plates 5 are joined to each other by the tensile joining with the high tension bolts 7 in the longitudinal direction of the girders 1. - 特許庁