rigid frame viaductとは 意味・読み方・使い方

To provide a method for constructing a railway reinforced concrete rigid-frame structure viaduct, which is advantageous to the shortening of a construction period and a reduction in construction cost.例文帳に追加

施工期間の短縮および施工コストの低減を図る上で有利な鉄道ＲＣラーメン構造高架橋の構築方法を提供する。 - 特許庁

To provide a rigid-frame viaduct construction method capable of shortening construction period, reducing human labor required, allowing selection of the shape of precast members and being adapted to any construction conditions.例文帳に追加

工期の短縮化と省力化を図ることができ、プレキャスト部材の形状を選択でき、あらゆる施工条件に対応せしめることが可能なラーメン高架橋の構築方法を提供する。 - 特許庁

To provide a slab reinforcement method using H-shaped capable of improving bearing force as well as rigidity of an existing RC rigid-frame viaduct and implementing a measure against vibration by strengthening connections between slabs as well as between the slab and a beam through simple construction.例文帳に追加

簡便な施工でスラブとスラブ、スラブと梁との連結を堅牢にし、既設ＲＣラーメン高架橋の耐力や剛性の向上および振動対策を図ることができるＨ型鋼を用いたスラブの補強工法を提供する。 - 特許庁

The rigid-frame viaduct construction method comprises the steps of constructing precast pillars on both sides of a traffic base course, constructing a precast beam on the precast pillars and further constructing a precast slab on the precast beam to place a traffic base course in service.例文帳に追加

交通路盤の両側にプレキャスト柱を建て込み、続いて、上記プレキャスト柱にプレキャスト梁を架設すると共に、該プレキャスト梁にプレキャストスラブを架設して、交通路盤の供用を可能とするラーメン高架橋の構築方法。 - 特許庁

To provide a structure which has required load-carrying performance and rigidity to horizontal force in an earthquake and which can also absorb an error on the execution of works at a site in the joining-section structure of a space rigid frame type railway viaduct composed of a round-shaped steel-pipe main girder, a concrete-infilled steel pipe post and a steel horizontal girder.例文帳に追加

丸型鋼管主桁とコンクリート充填鋼管柱および鋼横桁からなる立体ラーメン形式鉄道高架橋の接合部構造について、地震時水平力に対し、要求する耐荷性能および剛度を有し、現地施工誤差も吸収できる構造を提供する。 - 特許庁

In an upper part of reinforcing concrete rigid frame viaduct where an overhanging slab 7 is integrally constructed in the bridge axial direction, when the column-beam joint of a column top, a crossbeam end, and a longitudinal beam end are reinforced, reinforcing bars 11, 12 in an upper axial direction on a crossbeam 3 are extended and arranged up to the inside of the slab 7, and fixed by overhanging.例文帳に追加

橋軸方向に沿って張出しスラブ７が一体的に構築された鉄筋コンクリートラーメン高架橋上部工において、柱頂部、横梁端、縦梁端の柱梁接合部を補強する際、横梁３の上側軸方向鉄筋１１，１２を張出しスラブ７内まで延長配筋して定着させる。 - 特許庁