「H-STEEL」に関連した英語例文の一覧と使い方(7ページ目) - Weblio英語例文検索

A distance dm_1 from a center position of the inner ring 2 to a center position H of the steel ball 8 at an upper end 12 side is set larger than distance dm_2 from the center position of the inner ring 2 to a center position H of the steel ball 8 at a lower end 13 side.例文帳に追加

内輪２の中心位置から上端12側の鋼球８の中心位置Ｈまでの距離ｄｍ_１よりも、内輪２の中心位置から下端13側の鋼球８の中心位置Ｈまでの距離ｄｍ_２を大きくする。 - 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

In a column and beam joining structure of the steel structure in which H-steel (beam base material 2) as the beam 1 is joined with a column 5, reinforcing plates 3, 3, 3, 3 are provided on flanges 2a, 2a in end parts to be joined with the column 5 of the beam base material 2.例文帳に追加

柱５に、梁１としてH形鋼（梁母材２）を接合した鉄骨構造物の柱・梁接合構造において、梁母材２の柱５に接合する端部のフランジ２ａ，２ａに、補強板３，３，３，３を設ける。 - 特許庁

When a cross section of the column is small, a piece 30' formed in a T-shaped cross-sectional shape by cutting inner rib H shape steel 30 at the web center, is welded to both sides of the web center of the inner rib H shape steel, and this is covered with concrete 34.例文帳に追加

柱の断面が小さい場合、内リブＨ形鋼３０をウエブ中央で切断してＴ形断面形状になったもの３０’を、内リブＨ形鋼のウエブ中央両側に溶接し、これをコンクリート３４で被覆する。 - 特許庁

To provide a method and equipment for manufacturing a welded H-section steel without preheating a flange member by improving weldability with a simple means in high frequency resistance welding in the case of manufacturing the welded H-section steel.例文帳に追加

溶接Ｈ型鋼を製造する際の高周波抵抗溶接の溶接性を簡便な手段で改善し、フランジ材の予熱を行なわずに溶接Ｈ型鋼を製造する方法および装置を提供する。 - 特許庁

The metal fitting 1 is fixed to H shape steel 37 in a state of sandwiching a pair of wall materials 39 of the H shape steel 37 by plates 18, 28 of the fixed connecting piece 17 and the movable connecting piece 27.例文帳に追加

Ｈ型鋼３７の一対の壁材３９を、固定連結片１７及び可動連結片２７のプレート１８，２８によって挟持した状態で、金具１がＨ型鋼３７に対して固定される。 - 特許庁

Reinforcing metal fittings 6 are installed to the connection section of a column 1 composed of H-steel and a girder 2 comprising H-steel while being positioned on approximately the extensions of the upper and lower flanges 2a of the girder 2 respectively.例文帳に追加

Ｈ形鋼からなる柱１とＨ形鋼からなる大ばり２との接合部に、大ばり２の上・下フランジ２ａの略延長上にそれぞれ位置させて補強金具６を取り付ける。 - 特許庁

A soil-cement column wall having H shaped steel 6 as a core material is used as the water cut-off wall and the water pumping pipe 3 and the injection pipe 4 are installed along the H shaped steel 6.例文帳に追加

止水壁としてはＨ形鋼６を芯材とするソイルセメント柱列壁を採用し、揚水管３および注入管４をＨ形鋼６に沿わせて設置する。 - 特許庁

While extending an exterior wall panel 1 above across a steel framed beam H of the highest floor, and a plurality of parapet reinforcing struts 2 are fixed on an upper flange h1 of the steel framed beam H of the highest floor at specific intervals.例文帳に追加

外壁パネル１を最上階の鉄骨梁Ｈを越えて上方に延設する一方、最上階の鉄骨梁Ｈの上フランジｈ１に複数個のパラペット補強束２を間隔をおいて固定しする。 - 特許庁

To easily fit a building component such as a partition to a lower part of a lateral H-steel even when the lateral H-steel of a building beam is covered by a refractory material.例文帳に追加

建物梁である横倒Ｈ型鋼が耐火材によって被覆処理されていても、横倒Ｈ型鋼を利用して、その下部に間仕切り等の建物構成材を容易に取付けることができる。 - 特許庁

To make uniform cooling of flanges and the web possible and to suppress occurrence of defects in shape with non-uniform cooling even when the web height becomes large, in an extremely thick H steel and an H steel the thickness of the web of which is relatively thicker as compared with the thickness of the flanges.例文帳に追加

極厚Ｈ形鋼やフランジ厚さに比べてウェブ厚さが相対的に厚いＨ形鋼において、ウェブ高さが大きくなっても均一冷却を可能とする。 - 特許庁

In this method for mounting the heat insulating panel 10 on the exterior wall, the beam 6 constituted by fixing wooden plates 4, 5 on an upper face of a flange part 2 above H-steel 1 and a lower face of a flange part 3 below the H-steel 1, respectively, is constructed between the wooden columns 7.例文帳に追加

Ｈ形鋼１の上のフランジ部２の上面及び下のフランジ部３の下面にそれぞれ木質板材４、５を固着して構成した梁６を、木質の柱材７間に架設する。 - 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

The steel damper is in the form of H-steel and a web of the shear yielding portion thereof is formed of a shear panel made of soft steel or dead soft steel.例文帳に追加

鋼材ダンパーはＨ形鋼の形態をなしてそのせん断降伏部におけるウェブを軟鋼もしくは極軟鋼からなるせん断パネルにより形成する。 - 特許庁

The connection end of an upper flange 12a of a steel framed beam 12 formed from a H-shape steel is welded to the outer periphery of a steel framed column 10 formed from a steel pipe by butt resistance welding.例文帳に追加

Ｈ型鋼で形成した鉄骨梁１２の上方フランジ１２ａの接続端を、鋼管で形成した鉄骨柱１０の外周に突き合わせ溶接２２する。 - 特許庁

To provide an easy-to-construct steel wall in which a wall body constituted by coupling steel sheet piles capable of easily assuming high cut-off performance is reinforced with a steel pipe or H-shaped steel.例文帳に追加

容易に高い止水性を持たせることができる鋼矢板を連結してなる壁体を鋼管またはＨ形鋼で補強し、かつ、施工が容易な鋼製壁を提供する。 - 特許庁

For a combination steel sheet pile 4, the combination steel sheet pile that comprises a hat steel sheet pile 2 and H-shaped steel 3 installed on the opposite side of the groove 2a and is formed roughly in a Y shape on the plane is used.例文帳に追加

組合せ鋼矢板４には、ハット形鋼矢板２とその溝２ａの反対側に設置されたＨ形鋼３とからなる平面ほぼＹ字状に形成された組合せ鋼矢板を用いる。 - 特許庁

An H-steel having the relation between the thickness t1 of a web 1b and the thickness t2 of a flange 1a as 1.1≤(t1/t2)≤2.0 is used for a column steel frame 1 made of a steel frame or steel encased reinforced concrete.例文帳に追加

鉄骨造または鉄骨鉄筋コンクリート造の柱鉄骨１として、ウェブ１ｂの板厚ｔ_1 とフランジ１ａの板厚ｔ_2 の関係が、１．１≦（ｔ_1 ／ｔ_2 ）≦２．０であるＨ形鋼を用いる。 - 特許庁

To provide a continuous underground wall which reduces the amount of used steel and which is excellent in economical efficiency, by contriving a rational structure while taking advantage of the steel for the continuous underground wall constituted by integrating a U-shaped steel sheet pile and H-shaped steel with each other.例文帳に追加

Ｕ形鋼矢板とＨ形鋼を一体化した地中連続壁用鋼材の利点を活かしつつ、より合理的な構造を工夫することで、鋼材使用量を低減し、さらに経済性に優れた地中連続壁を提供する。 - 特許庁

The steel 1 for the continuous underground wall, which is constituted by integrating the H-shaped steel 3 with the outside of the web part 2a of the U-shaped steel sheet pile 2 by welding etc. , and the single U-shaped steel sheet pile 2 are driven in a mixed manner.例文帳に追加

Ｕ形鋼矢板２のウェブ部２ａの外側にＨ形鋼３を溶接等により一体化してなる地中連続壁用鋼材１と単体のＵ形鋼矢板２を混在させる形で打設する。 - 特許庁

This column and beam join structure is constituted by joining an H-steel beam 2 having a smaller width than that of the square steel pipe column 1 with the steel pipe column, and a beam join part of the steel pipe column 1 has a non-diaphragm structure.例文帳に追加

この柱梁接合構造は、角形の鋼管柱１に、この鋼管柱よりも幅狭のＨ形鋼製の梁２を接合したものであり、鋼管柱１の梁接合部はノンダイヤフラム構造である。 - 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

To provide a joining part of an H-shaped cross section member and a steel member capable of inexpensively and effectively reinforcing a flange and a web of the H-shaped cross section member for a tensile force and a compression force from the steel member without directly welding on at least the H-shaped cross section member.例文帳に追加

少なくともＨ形断面部材に直接溶接することなく、鋼製部材からの引張力および圧縮力に対してＨ形断面部材のフランジ及びウェブを安価で効果的に補強することができるＨ形断面部材と鋼製部材の接合部を提供する。 - 特許庁

In the tapered steel tube manufacturing method in which a steel tube is taper-worked by abutting a squeezing roller R of a squeezing device S on a circumferential surface of the steel tube while passing the steel tube through a heating device H and heating the steel tube, a portion of the steel tube immediately after being formed by the squeezing roller R is taper-worked while the portion is cooled.例文帳に追加

加熱装置Ｈを通過させて鋼管を加熱しながら、鋼管周面に絞り加工装置Ｓの絞りローラＲを当接して鋼管をテーパ加工するテーパ鋼管の製造方法において、絞りローラＲによって成形された直後の鋼管部分を冷却しながらテーパ加工する。 - 特許庁

An H-steel bracket beam 2 is temporarily welded to the hardware 12 for joining beam flange, and then, the bolts 11 are removed to detach the hardware 12 for joining beam flange and the H-steel bracket beam 2 from the square steel tubular column 1.例文帳に追加

この状態でＨ形鋼ブラケット梁２を梁フランジ接合用金物１２に仮付け溶接し、その後、ボルト１１を外して、一体の梁フランジ接合用金物１２とＨ形鋼ブラケット梁１２とを角形鋼管柱１から取り外す。 - 特許庁

This excavator P comprises an H type steel member 1 of a predetermined length having a suitable notch 1c in a web of the steel member; wings 2A and 2B formed to the H type steel in contrast; and a fixed base 3 of a predetermined shape which is then installed to the tip of the pile.例文帳に追加

任意長さのＨ型鋼１のウェブ１ｂに適宜切欠１ｃを形成したＨ型鋼１と、このＨ型鋼１に対照的に形成される羽根２Ａ，２Ｂと、杭の先端を取付けられる任意形態の固定台３とで、杭の先端に取付ける掘削装置Ｐを構成する。 - 特許庁

The welding structural body is constituted of an H-shaped steel having the scallop in a joint section manufactured by rolling or welding assembly of steel plates, a slit in the diretion of the axis of member having the width smaller than the thickness of a web is formed in the bottom of the scallop in a flange of the H-shaped steel.例文帳に追加

圧延または鋼板の溶接組立により製作され接合部にスカラップを設けたＨ形鋼からなる溶接構造体であって、Ｈ形鋼のフランジのスカラップ底部に、幅がウェブ厚さよりも小さい材軸方向のスリットを形成すること。 - 特許庁

A curtain coating device 1 where a coating material is dropped in the form of a curtain to paint the surface of the steel band running below the coating device is equipped with a smoother roll 40 that is brought into contact with the surface of the steel band H to smoothen a coating material on the surface of the steel band H.例文帳に追加

塗料をカーテン状に落下させ、下方を走行する鋼帯の表面を塗装するカーテン塗装装置１において、鋼帯Ｈの表面に接触して回転し鋼帯Ｈの表面上の塗料を均す均しロール４０を備える。 - 特許庁

To provide a method for separately manufacturing a 490 MPa class rolled H-shaped steel having an area ratio of bainite of 30% or less and a plate thickness less than 50 mm and a 550 MPa class rolled H-shaped steel having an area ratio of bainite of 40 to 100% and a plate thickness less than 50 mm, and a rolled raw steel therefor.例文帳に追加

ベイナイト面積率３０％以下、板厚５０ｍｍ未満の４９０ＭＰａ級圧延Ｈ形鋼と、ベイナイト面積率４０〜１００％、板厚５０ｍｍ未満の５５０ＭＰａ級圧延Ｈ形鋼とを作り分ける方法とその圧延素材鋼を提供する。 - 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

This column-beam connecting part joins a steel column material and an H shape steel beam material by using an H shape steel bracket having scallops, a steel diaphragm, and a steel end tab, and is excellent in earthquake resistance wherein welding heat effect part toughness of the bracket is not less than 100 J in Charpy absorbed energy at a minimum working temperature by JIS Z 2242.例文帳に追加

スカラップを有するＨ形鋼製ブラケット、鋼製ダイアフラム、鋼製エンドタブを用いて、鋼製柱材とＨ形鋼製梁材を接合した柱梁仕口部であって、前記ブラケットの溶接熱影響部靱性が、ＪＩＳ Ｚ ２２４２による最低使用温度におけるシャルピー吸収エネルギーで１００Ｊ以上である耐震性に優れた柱梁仕口部。 - 特許庁

The beam-column connection structure is constituted in such a manner that the flange of the H-steel bracket in which web height is equalized to that of the H-steel beam material and flange width is made larger than that of the H-steel beam material is welded and connected to the diaphragm and the flange of the bracket and the flange of the beam material are joined mechanically by a splice plate.例文帳に追加

ウエブ高さが該Ｈ鋼梁材のウエブ高さに等しく、且つ、フランジ幅が該Ｈ鋼梁材のフランジ幅よりも大きいＨ鋼ブラケットのフランジを、前記ダイヤフラムに溶接接合し、かつ、該Ｈ鋼ブラケットのフランジと前記Ｈ鋼梁材のフランジがスプライスプレートにより機械的に接合された構成とする。 - 特許庁

This beam-column joint construction can be assembled together by jointing a square steel pipe column 1 to a steel beam 2 made of H-steel having an end plate 30 by using bolts 7.例文帳に追加

この柱梁接合構造は、角形の鋼管柱１と、エンドプレート３０を有するＨ形鋼からなる鉄骨梁２とをボルト７で接合するものである。 - 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

To provide a chuck technology suitable for the case where a connected steel pipe 6 constituted by integrally welding two parallel steel pipes 5a to each other via H-shaped steel 6b is used as a pile.例文帳に追加

２本の平行な鋼管５ａをＨ型鋼６ｂを介して一体に溶接して成る連結鋼管６を杭として用いる場合に好適なチャック技術を提供する。 - 特許庁

An H-type steel 1 is a steel material for composing the beam of a building, and water supply piping 5 that is made of a steel pipe is integrated in the longitudinal direction of one end part of a flange 2.例文帳に追加

１は建造物の梁を構成する鋼材であるＨ形鋼で、そのフランジ２の一方の端部の長手方向には鋼管からなる給水配管５が一体的に設けられている。 - 特許庁

To provide a method and apparatus for cooing a wide-flange shape steel by which accelerated cooling can be performed evenly from the flange external surface of the H-section steel even if the flange of the wide-flange shape steel is thick.例文帳に追加

Ｈ形鋼のフランジが厚い場合でも、Ｈ形鋼のフランジ外面から均一に加速冷卸することができるＨ形鋼冷却方法及びその装置を提供する。 - 特許庁

This fixture 10 is fixed so that C shape steel 50 and H shape steel 60 mutually turn in the vertical direction by engaging a lip 54 of the C shape steel 50 with a first groove 20 or a second groove 24.例文帳に追加

固定具１０は、第１の溝２０もしくは第２の溝２４に、Ｃ形鋼５０のリップ５４を係合させ、Ｃ形鋼５０とＨ形鋼６０が互いに垂直な方向を向くように固定する。 - 特許庁

The guide member 33 is fitted around the previously-driven steel sheet pile 2a, whereby the H-shaped steel 3 is driven into the ground while positioned and guided by the previously-driven steel sheet pile 2a.例文帳に追加

先に打設された鋼矢板２ａに位置決めガイド部材３３を嵌合させることにより、この鋼矢板２ａに位置決めさせるとともに案内させてＨ形鋼３を地盤に打設する。 - 特許庁

To provide a method for producing a welded shape steel and a production device therefor in which, when a web material such as a T-shaped steel and an H-shaped steel and flange materials are welded by high frequency resistance welding, the toughness of a weld zone is secured, and fracture in the vicinity of the weld zone and welding cracks by impact are prevented.例文帳に追加

高周波抵抗溶接によりＴ形鋼やＨ形鋼のウェブ材とフランジ材とを溶接するに際し、溶接部の靭性を確保し溶接部近傍での破断および衝撃による溶接割れを防止する。 - 特許庁

Wherein, Q: the flowing amount (kg/s) of the molten steel, ρ: the density (kg/m3) of the molten steel, g: the gravity acceleration (m/s2), h: the molten steel depth (m) in the tundish and c: flowing passage factor (-).例文帳に追加

ここで、Ｑ：溶鋼流量(ｋｇ／ｓ)、ρ：溶鋼密度(ｋｇ／ｍ^3)、ｇ：重力加速度(ｍ／ｓ^2)、ｈ：タンディッシュ内の溶鋼深さ(ｍ)、ｃ：流路係数(−) - 特許庁

The joint structure is composed of: the steel beam 2 formed of lightweight H-shape steel; the wooden column 1; and the joint hardware 3 for joining the ends of the steel beam 2 to facing side face parts 1a between the columns 1, 1.例文帳に追加

軽量Ｈ形鋼からなる鉄骨ばり２と木造の柱１と当該柱１，１間の対向する側面部１ａに鉄骨ばり２の端部を接合する接合金物３とから構成する。 - 特許庁

Lw is the width of the collision region in the width direction per nozzle to the steel plate which is present on the pass line, H is the height from the steel plate which is present on the pass line to the tip of the nozzle and δ is the maximum camber which is generated on the steel plate.例文帳に追加

Ｌｗ：パスラインにある厚鋼板に対するノズル１個当たりの幅方向の衝突領域幅、Ｈ：パスラインにある厚鋼板からノズル先端までの高さ、δ：厚鋼板に発生する最大反り量 - 特許庁

Since the beam material 10 is formed into the quadrangular steel pipe by forming the corner part 11 by hot forming, the bending moment value can be enhanced more than the form of the I shape steel (the H shape steel), and thereby, predetermined (standard) strength can be sufficiently secured.例文帳に追加

梁材１０を、コーナ部１１を熱間成形して四角形状鋼管に形成したことで、Ｉ型鋼（Ｈ型鋼）の形式に比べて曲げモーメント値を上げることができ、以て所定（規格）の強度などを十分に確保できる。 - 特許庁

To provide a method, a machine and a unit for straightening shape steel, which achieves a mechanical straightening of H-steel or T-steel, providing reduction in the straightening time and an accurate and consistent straightening.例文帳に追加

Ｈ形鋼またはＴ形鋼の機械的な矯正を実現し、矯正時間の短縮、正確で均一な矯正を行う形鋼矯正方法および形鋼矯正機ならびに形鋼矯正ユニットを提供する。 - 特許庁