「H-shaped steel beam」に関連した英語例文の一覧と使い方 - Weblio英語例文検索

A steel beam joint structure 10 makes an H-shaped steel beam 12 and an H-shaped steel girder 14 joined together.例文帳に追加

鉄骨梁接合構造１０は、Ｈ形鋼の小梁１２と、Ｈ形鋼の大梁１４を接合する接合構造である。 - 特許庁

COLUMN-TO-BEAM JOINT, ROLLED H-SHAPED STEEL FOR COLUMN AND METHOD OF MANUFACTURING IT例文帳に追加

柱梁接合部、柱用圧延Ｈ形鋼およびその製造方法 - 特許庁

Steel member 1 for diaphragm wall is made of a U-shaped steel sheet pile 2 and an H-steel beam 3.例文帳に追加

地中連続壁用鋼材１はＵ形鋼矢板２とＨ形鋼３とから形成されている。 - 特許庁

A steel beam 1 formed of H-shaped steel as a floor beam of an indoor floor is constructed, and a steel beam 2 formed of an H-shaped beam as a floor beam of an outside corridor is constructed.例文帳に追加

屋内床の床ばりとしてＨ形鋼からなる鉄骨ばり１を架け渡し、外廊下の床ばりとしてＨ形鋼からなる鉄骨ばり２を架け渡す。 - 特許庁

H-shaped steel beam are joined to side parts of the joint metal 1 as the beams 5 having a steel structure, respectively.例文帳に追加

接合金物１の各側部に鉄骨構造の梁５としてＨ形鋼梁をそれぞれ接合する。 - 特許庁

HIGH STRENGTH BOLT JOINT STRUCTURE OF CIRCULAR STEEL PIPE COLUMN AND H-SHAPED BEAM AND CONNECTION HARDWARE例文帳に追加

円形鋼管柱とＨ形断面梁の高力ボルト接合構造と接合金物 - 特許庁

The steel beam 20 is turned to H-shaped steel (beam height W), and both end faces are fixed to the sidewall of the column 14.例文帳に追加

鉄骨梁２０はＨ形鋼（梁成Ｗ）とされ、両端面が柱１４の側壁に固定されている。 - 特許庁

The steel beam includes the central steel beam part 2 having an end plate 2b provided at an end of an H-shaped beam having upper and lower flanges 2a, and the beam end precast concrete beam part 3 connected to the central steel beam part 2.例文帳に追加

上下にフランジ２ａを有するＨ形鋼の端部にエンドプレート２ｂを設けてなる中央鉄骨梁部２、およびこの中央鉄骨梁部２に続く梁端プレキャストコンクリート梁部３を有する。 - 特許庁

For the composite beam (1) arranging woody materials (12) on both up and down flanges (111) of an H-shaped steel (11), a square steel pipe shaped reinforcing material (13) parallel with the longitudinal direction is connected to a web section (112) of the H-shaped steel (11).例文帳に追加

Ｈ型鋼（１１）の上下フランジ部（１１１）に木質材（１２）を配設した複合梁（１）において、Ｈ型鋼（１１）のウェブ部（１１２）にその長手方向に沿う角鋼管状の補強材（１３）が接合されている。 - 特許庁

In this way, the joint portion between the column 2 and the H-shaped steel beam 6 is stiffened by the hunch plates 7, and the deformation follow-up performance of the H-shaped steel beam 6 to the column 2 during earthquake can be improved.例文帳に追加

これにより、ハンチプレート７によって柱２とＨ形鋼梁６との接合部が補剛され、地震時におけるＨ形鋼梁６の柱２に対する変形追随性能が向上する。 - 特許庁

Hot-rolled angle steel 11 is used to manufacture the square steel tube 1 for the non-diaphragm type beam-column joint core 1 serving as a beam-column joint for being joined to an H-shaped steel beam, by angle steel double-welding.例文帳に追加

Ｈ形鋼梁との柱梁接合部とされるノンダイアフラム型の柱梁接合部コア１用の角形鋼管１を、山形鋼２丁合わせ溶接により製造するための熱間圧延山形鋼１１である。 - 特許庁

Moreover, H-steel beam 3 is installed in such a manner that one flange 3a is fixed to the web portion 2a at the outer side of the U-shaped steel sheet pile 2.例文帳に追加

さらに、Ｈ形鋼３はＵ形鋼矢板２の外側に一方のフランジ３ａをウェブ部２ａに固定して設置されている。 - 特許庁

The boundary beam brings a central part of an H-shaped cross-section steel-frame material into an exposed state, and a web thereof is formed of dead soft steel.例文帳に追加

境界梁はＨ形断面の鉄骨材の中央部を露出させ、そのウエブを極軟鋼により形成する。 - 特許庁

To prevent torsional deformation of an H-shaped steel girder from being caused by self-weight of a beam and weight of a floor slab, even when the beam has a long span.例文帳に追加

小梁のスパンが長い場合においても、小梁の自重及び床スラブ重量により、Ｈ形鋼の大梁にねじれ変形を発生させない。 - 特許庁

In the case an H-shaped steel is adopted as the beam, a web section surrounded by the web of the H-shaped steel and flanges is filled with the concrete 5 to form the reinforced sections 6.例文帳に追加

梁としてＨ形鋼を採用した場合、そのＨ形鋼のウエブとフランジとで囲まれる腹部にコンクリートを充填することで補強部を形成する。 - 特許庁

The upper and lower H-shaped steel columns 1a and 1b are bolted to each other and to two-way H-shaped steel beams 2 via the reinforcing fittings 3 extending across the steel columns 1a and 1b and via split tees 4 serving as steel beam joint members, without performing welding.例文帳に追加

上下のＨ形鋼柱１ａ，１ｂどうしと２方向のＨ形鋼梁２を、上下のＨ形鋼柱１ａ，１ｂにわたる補強金物３と鋼梁接合部材としてのスプリットティー４を介して、ボルト接合により、無溶接で接合する。 - 特許庁

A steel foundation beam 11 in a strong axis direction is joined to the flange 2b of the column base part of the H-shaped column 2, and a steel foundation beam 12 in a weak axis direction is joined to the steel plate 6.例文帳に追加

強軸方向の鋼製基礎梁１１をＨ形柱２の柱脚部のフランジ２ｂに接合し、弱軸方向の鋼製基礎梁１２を鋼板６に接合する。 - 特許庁

The synthetic fire-resistant beam 10 comprises a steel-framed beam 20 with an H shaped cross section whose both ends are supported and a floor 30 which is rigidly joined to an upper flange surface 22 of the steel-framed beam 20.例文帳に追加

合成耐火梁１０は、両端が支持されるＨ形断面の鉄骨梁２０と、その鉄骨梁２０の上フランジ面２２に剛接合される床３０とからなっている。 - 特許庁

With the sectionally H-shaped steel beam 10 being supported at its both ends, a ceiling slab 80 is mounted on an upper flange face 12.例文帳に追加

Ｈ形断面の鉄骨梁１０が、その両端を支持されながら、上部フランジ面１２に天井スラブ８０が取り付けられている。 - 特許庁

To provide inexpensive H-shaped steel for a beam member, which makes it unnecessary to apply working for reinforcement to a web, even when a through-hole is provided later.例文帳に追加

後に貫通孔を設けたとしてもウェブに補強のための加工を必要としない安価な梁部材用のＨ形鋼を提供する。 - 特許庁

To provide an inexpensive H-shaped steel beam which dispenses with a reinforcing member for the inner periphery and/or periphery of a through-hole.例文帳に追加

貫通孔の内周及び／又は周囲に補強部材を必要としない安価なＨ形鋼梁を提供する。 - 特許庁

To obtain a connection structure of a square-shaped steel-pipe column and an H-beam which an effect due to the eccentricity of the position of a bolt is reduced and an economical design is enabled.例文帳に追加

ボルト位置の偏心による影響が少なく経済的な設計が可能な角形鋼管柱とＨ形梁の接合構造を得る。 - 特許庁

HIGH STRENGTH BOLT CONNECTION STRUCTURE OF STEEL PIPE COLUMN FILLED WITH CONCRETE AND H-SHAPED CROSS SECTIONAL BEAM, AND ITS HIGH STRENGTH ANCHOR BOLT例文帳に追加

コンクリート充填鋼管柱とＨ形断面梁の高力ボルト接合構造および高力アンカーボルト - 特許庁

The composite beam 14 includes an H-shaped steel 18 as a beam, web concrete 30 which is constructed on both sides of the web 24 of the H-shaped steel 18, and a through-hole 26 which passes through the web concrete 30 and the web 24 and which has an inner peripheral wall made of concrete.例文帳に追加

合成梁１４は、梁としてのＨ形鋼１８と、Ｈ形鋼１８のウェブ２４の両面に構築されたウェブコンクリート３０と、ウェブコンクリート３０及びウェブ２４を貫通し、内周壁がコンクリート製の貫通孔２６と、を有する。 - 特許庁

Accordingly, when the horizontal load is given from the existing RC beam 8 or an H-shaped steel beam 6 by an earthquake or the like, the existing RC column 5 and the H-shaped steel column 4 are deformed in the same levels, and stress additionally occurring in a joint region of both of them is controlled as small as possible.例文帳に追加

これによって、地震などにより既存ＲＣ梁８やＨ形鋼梁６から水平荷重を受けたとき既存ＲＣ柱５とＨ形鋼柱４とを同程度に変形させ、両者の接合部位で付加的に発生する応力を可及的に小さく抑える。 - 特許庁

The mounting member 5 attached to H-steel 3 as a beam of the building is provided with a mounting main body part 11 capable of fitting into an inner side of a U-shaped part 10 opened toward a side of the H-steel 3.例文帳に追加

建物の梁用Ｈ形鋼３に取り付ける取付部材５は、梁用Ｈ形鋼３の側方に向って開口したコ字状部１０の内側に嵌合可能な取付本体部１１を備える。 - 特許庁

Also, this column beam joint construction 1 can be completed only by splicing the hunch plates 7 to the H-shaped steel beam 6 and thus time and cost required for building the column beam joint construction 1 having the excellent yield strength of the beam can be reduced.例文帳に追加

また、この柱梁接合構造１はＨ形鋼梁６にハンチプレート７を添設するだけで完成するので、梁耐力に優れた柱梁接合構造１を構築する手間とコストが削減される。 - 特許庁

At both the right and left sides of the flange 6b of each H-shaped steel beam 6, triangular plate-shaped hunch plates 7 made of a very low yield point steel material are horizontally spliced and welded to the column 2.例文帳に追加

各Ｈ形鋼梁６のフランジ６ｂの左右両側に、三角形板状の極低降伏点鋼材からなるハンチプレート７を水平に添設して柱２に溶接する。 - 特許庁

A two-stage beam 2 is formed of an upper beam 3 consisting of the standard H-shaped steel, a lower beam 4 and a strut material 5, vertical rigidity is increased by the two-stage beam 2 to decrease floor vibration, and an equipment opening 7 of equipment piping 6 is provided between the upper beam 3 and the lower beam 4 to eliminate the beam through hole.例文帳に追加

標準Ｈ形鋼からなる上梁３と下梁４と束材５により二段梁２を形成し、二段梁２により鉛直剛性を向上させて床振動を低減し、上梁３と下梁４との間に設備配管類６の設備用開口７を設け、梁貫通孔を無くす。 - 特許庁

Thus, the hysteresis energy of during earthquake is absorbed by the H-shaped steel beam 6 and hunch plates 7, and therefore there is no possibility of a rupture of the flange 6b of the Hshaped steel beam 6 due to small or medium earthquakes.例文帳に追加

そのため、地震時の履歴エネルギーはＨ形鋼梁６およびハンチプレート７によって吸収され、中小の地震に起因してＨ形鋼梁６のフランジ６ｂが破断する恐れはない。 - 特許庁

To form an H-shaped steel beam constituting a steel structure in a synthetic fire resistive covering structure which can be constructed easily and has a superior fire resistance and a thin under-beam section.例文帳に追加

鉄骨構造体を構成するＨ型鉄骨梁を施工性および耐火性に優れるとともに、梁下部の厚みの薄い、合成耐火被覆構造に形成する。 - 特許庁

To provide a steel-framed structure which is made to serve as a two-way rigid-framed structure by using a steel-frame column and a steel-frame beam, which facilitate manufacturing, transportation and execution of work, enable a reduction in cost, and comprise H-shaped cross sections.例文帳に追加

製造、運搬及び施工が容易で、コストを低減できるＨ形断面からなる鉄骨柱と鉄骨梁を用いて二方向ラーメン構造とした鉄骨骨組構造を提供する。 - 特許庁

The footing beam 3 is formed of the steel material such as an H-shaped steel or the like to which hot dip zincing is treated, and part or all part in the circumferential direction of the steel material 3 is not coated with concrete at all.例文帳に追加

基礎梁３が、溶融亜鉛メッキ処理されたＨ形鋼等の鋼材からなり、該鋼材３の周方向の一部又は全部がコンクリート被覆無しである。 - 特許庁

The portal frame 11 is constituted by connecting the composite beam 15 and the wooden pillar 16 with each other by a connecting member 20, and the composite beam 15 is constituted by providing a wooden beam outer surface plate 14 to a flange 13 of an H-shaped steel member consisting of a stringer 12 and the flange 13.例文帳に追加

門型フレーム１１は、縦材１２とフランジ１３から成るＨ型鋼材のフランジ１３に木製の梁外面板１４を付設した複合梁１５と、木製柱１６とを接続部材２０で接続する。 - 特許庁

To provide a connection structure of a square or circular steel pipe column (CFT column) filled with concrete by use of a joint metallic fitting and a high strength bolt, and an H-shaped sectional beam, and a head fastening high strength bolt realizing the connection structure, enabling cost reduction and improvement of joint capacity and an H-shaped sectional beam.例文帳に追加

コスト負担を軽減して接合部性能を向上可能な、接合金物と高力ボルトを用いた角形または円形のコンクリート充填鋼管柱（ＣＦＴ柱）とＨ形断面梁の接合構造と、この接合構造を実現させる頭部締め高力ボルトを提供する。 - 特許庁

To provide a non-bracket method eliminating redundant steel and reducing the cost by using a steel beam with a level difference which is made by assembling existing shape steels like an existing wide flange beam (H-steel), an existing I-shaped steel of different sizes.例文帳に追加

サイズの異なる既製Ｈ形鋼や既製Ｉ形鋼などの既製形鋼を組み合わせて作製した段差付き鉄骨梁を用いることにより、鉄骨量の無駄を無くして、より一層のローコスト化を可能としたノンブラケット工法を実現する。 - 特許庁

In a column-beam connection part joining a plurality of H- shaped steel frame beams 2, 2 to a steel frame column 1, flanges 2a of the mutual steel flame beams 2, 2 fitted to the steel frame column 1 at the same height or flanges 2a of the steel frame beams 2, 2 are connected to each other through reinforcing members 10.例文帳に追加

鉄骨柱１に複数のＨ型の鉄骨梁２，２，…を接合する柱梁仕口部において、前記鉄骨柱１に同じ高さに取り付けられた鉄骨梁２，２，…同士のフランジ２ａ間または該鉄骨柱１と該鉄骨梁２のフランジ２ａとの間を補剛部材１０を介して接合した。 - 特許庁

A temporary beam 11 which is formed of shape steel such as H-shaped steel is laid between temporary support bases 8 and 9 which are installed on a core wall 1 and a vibration control base 7, respectively.例文帳に追加

コア壁１と制震架台７にそれぞれ設置された仮設支持台８と９間にＨ形鋼などの形鋼からなる仮設梁１１を架け渡す。 - 特許庁

To prevent the occurrence of a brittle fracture of a diaphragm at the weld zone of a beam composed of a H-shaped steel and the diaphragm, and to make the possibility of the occurrence of a ductile fracture higher than that of the brittle fracture at a beam flange.例文帳に追加

Ｈ形鋼からなる梁とダイアフラムの溶接部において、ダイアフラムにおける脆性破壊の発生を防止するとともに、梁フランジにおいては脆性破壊より延性破壊の方が発生し易いようにする。 - 特許庁

The ring-shaped beam reinforcing metal fitting 1 is fitted into the through-hole 3 having an inside diameter R formed to the beam 2 composed of H-steel, and fixed by welding an outer peripheral section 4 at the peripheral section of the through-hole 3.例文帳に追加

梁補強金具１は、Ｈ形鋼からなる梁２に形成された内径Ｒの貫通孔３に嵌入され、貫通孔３の周縁部に外周部４を溶接することによって固定されるリング状の補強部材である。 - 特許庁

To provide the joining structure of a column and a beam in which the H-steel beam can be joined easily with a square-shaped steel-pipe column having a closed cross section by using only a general high-strength bolt while workability can be improved and construction cost reduced.例文帳に追加

閉鎖断面を有する角形鋼管柱へのＨ形鋼梁の接合が一般の高力ボルトだけを用いて容易に行うことができるとともに、施工性の向上及び建設コストの低減化を図ることができる柱梁の接合構造を提供する。 - 特許庁

To provide a high strength bolt joint structure of a circular steel pipe column using special shaped connection hardware capable of stably ensuring joint performance (rigidity and proof stress) and alleviating a burden on the cost and an H-shaped beam and the special shaped construction hardware used for the joint structure.例文帳に追加

接合部性能（剛性、耐力）を安定確保でき、コスト負担を軽減できる、特殊形状の接合金物を用いた円形鋼管柱とＨ形断面梁の高力ボルト接合構造と、この接合構造で用いる特殊形状の接合金物を提供する。 - 特許庁

After that, both right and left alignment can be made by holding the H-shaped steel beam 1 from both sides of a pair of holding members 5 and 5 in a screw tightening state by a screw tightening mechanism 6.例文帳に追加

しかる後、ネジ締め機構６によりＨ形鋼梁１を対の挟持材５，５で両側方から挟み込んでネジ締め状態にすることによって左右方向の位置合わせを行う。 - 特許庁

An H-shaped steel frame 3 is mounted to an existing RC column 5 located on an exterior wall surface and an existing RC beam 8 extending in both right and left directions to support an exterior wall or the like.例文帳に追加

Ｈ形鋼フレーム３が外壁面に位置する既存ＲＣ柱５およびその左右方向に延び外壁等を支持する既存ＲＣ梁８に取りつけられる。 - 特許庁

The mating end face 31a of the flange 31 of a beam member 3 made of H-shaped steel is performed a welding w2 to the outer peripheral mating end face 1a of the diaphragm 1.例文帳に追加

分割リングダイアフラム１の外周接合端面１ａに、Ｈ形鋼からなる梁部材３のフランジ３１の接合端面３１ａを溶接ｗ２する。 - 特許庁