はり主筋の英語

一対の杭受台１１，１１は、それぞれ、杭主筋１を鉛直下方から支持する受け本体部１１ａと、受け本体部１１ａから杭主筋１の軸方向と交わる方向に向けてそれぞれ張り出し、斜め上方に傾斜した一対の受け補助部１１ｂ，１１ｃと、を有する。例文帳に追加

Each of the pair of the pile receiving tables 11, 11 has a receiving body 11a for supporting the pile main reinforcement 1 from vertically below, and a pair of receiving auxiliary portions 11b, 11c each projecting from the receiving body 11a toward the direction intersecting the axial direction of the pile main reinforcement 1 and inclining diagonally upward. - 特許庁

第１開口補強筋２１は、略Ｕ字状をなして垂れ下がる補強部２１ａと、補強部２１ａの一対の上端に連なり上側の梁主筋１１に掛けられる引掛部２１ｂとを有している。例文帳に追加

The first opening reinforcing bar 21 includes an approximately U-shaped and hanging reinforcing section 21a and a hooking section 21b continued to a pair of upper ends of the reinforcing section 21a and hooked on a beam main bar 11 on the upper side. - 特許庁

柱中間部１ａは、リブプレート１１、１１によって田の字型に仕切られた部分１１a…の柱主筋１３…ごとにフープ筋１４が巻かれている。例文帳に追加

A column intermediate part 1a is formed by winding a hoop reinforcement 14 for each column reinforcement 13 at the portion 11a thereof partitioned in a cross shape by the rib plates 11 and 11. - 特許庁

連結金具２０は、両端が主筋１６と継手金具１８とにそれぞれ接合するようにして、セグメントピース本体１４内に埋設される。例文帳に追加

The connection metal fitting 20 is embedded in the segment piece body 14 so that both ends of the connection metal fitting is connected to the main reinforcement 16 and the joint metal fitting 18. - 特許庁

第２開口補強筋２２は、略Ｕ字状をなして起き上がる補強部２２ａと、補強部２２ａの一対の下端に連なり下側の梁主筋１２に掛けられる引掛部２２ｂとを有している。例文帳に追加

The second opening reinforcing bar 22 includes an approximately U-shaped and rising reinforcing section 22a and a hooking section 22b continued to a pair of lower ends of the reinforcing section 22a and hooking on a beam main bar 12 on the lower side. - 特許庁

つまり、Ｘ型配筋３による鉄筋部５ａが、梁断面の中央側に寄った位置にくるようにし、その他の主筋５は、梁断面の周辺側に寄った位置にくるように配筋することにより形成する。例文帳に追加

That is, the reinforcing parts 5a of the X-shaped reinforcement 3 are located in positions close to the center of the beam cross section, while other main reinforcing bars 5 are located in positions close to the periphery of the beam cross section. - 特許庁

繊維入り補強モルタル又はコンクリートにより略リング状又は略筒状に形成した開口回り補強体１０を梁の開口を形成する位置に配置し、上下の各開口回りせん断補強筋１１を上下の各主筋２１、２２に係合させて、開口両側のせん断補強筋２３とともにコンクリート母材２６に一体化する。例文帳に追加

The opening periphery reinforcing member 10 formed substantially ring-likely or substantially cylindrically of fiber reinforced mortal or concrete is arranged in a position for forming the opening of a beam, and respective upper and lower opening periphery shearing reinforcements 11 are engaged with upper and lower main reinforcements 21, 22, to be integrated with a concrete base material 26 together with opening both-side shearing reinforcements 23. - 特許庁