shear webとは 意味・読み方・使い方

On at least both sides of a web portion of the steel sheet pile, a plurality of straight projections are extended evenly spaced apart in the longitudinal direction of the web portion, so that the adhered-soil shearing plane to shear the contacting adhered soil at the time of driving can be formed near the projections.例文帳に追加

鋼矢板の少なくともウエブ部の両面に、ウエブ部の長手方向に延びる直線状の凸条を等間隔にて複数本配設し、打設時に接触付着土を剪断する付着土剪断面を凸条近傍に形成可能にする。 - 特許庁

To provide a shear reinforcing method and a shear reinforcing structure for a column and beam joint part for suppressing hole drilling machining into a web of a beam steel frame to the minimum required extent and suppressing occurrence of a problem of breakage of cross section as much as possible without requiring any welding at site and providing excellent construction property and economical property.例文帳に追加

現場溶接を一切必要としないことはもとより、梁鉄骨のウエブへの孔開け加工を必要最小限にとどめることで、断面欠損の問題を極力抑え、施工性と経済性に優れた、柱梁接合部の剪断補強方法及び剪断補強構造を提供する。 - 特許庁

A plurality of shear force transmitting members 5 are arranged on the inside wall of a web 2 or/and that of a flange in the H-steel column 1, while the RC earthquake resisting wall 10 is integrated with both sides or one side of the web 2 in the H-steel column 1, and then, concrete 20 is placed.例文帳に追加

Ｈ形鋼柱１のウェブ２若しくはフランジ３の内壁又はウェブ２とフランジ３の内壁に複数の剪断力伝達部材５を設置し、Ｈ形鋼鋼柱１のウェブ２の両側又は一方の側にＲＣ耐震壁１０を一体化してコンクリート２０を打設した。 - 特許庁

A cross-sectional cutout part 3 is provided by forming a slit 31 in a web 22 of a steel construction part 12 embedded in a concrete part 11 to reduce the shear force caused by leverage of the embedded steel construction part 12 so as to reduce the amount of bar arrangement in shear reinforcements in a junction, by which the filling property in the concrete of the junction can be enhanced.例文帳に追加

コンクリート造部１１内に埋め込んだ鉄骨造部１２のウェブ２２にスリット３１を形成して断面切欠部３を形成し、埋め込んだ鉄骨造部１２のてこ作用によるせん断力を減少させ、接合部におけるせん断補強筋の配筋量を低減し、接合部のコンクリートの充填性を改善した。 - 特許庁

The shear reinforcements 22, 26 tightly fastened to upper beam main reinforcements 18A to 18F and lower beam main reinforcements 20A to 20F are arranged so as to intersect each other in the web 14 as viewed in a direction that faces an I-shaped cross section S of the reinforced concrete beam 10.例文帳に追加

上部梁主筋１８Ａ〜Ｆ及び下部梁主筋２０Ａ〜Ｆに緊結された剪断補強筋２２、２６が、鉄筋コンクリート梁１０のＩ型断面Ｓを見たときに、このウェブ１４内で交差するように配置されている。 - 特許庁

When the high-rise structure 12 (the one structure) receives the horizontal force, a web portion 32 undergoes compressive deformation, tensile deformation or shear deformation in an in-plane direction, so as to transfer the horizontal force to the low-rise structure 14 (the other structure).例文帳に追加

高層構造物１２（一の構造物）が水平方向の力を受けた場合、ウエブ部３２を面内方向で圧縮変形、引張変形又はせん断変形させることで、水平方向の力を低層構造物１４（他の構造物）へ伝達する。 - 特許庁

The coating method has a process for drying the coating film by supporting a non-coated surface of a web after coated with a driving roller 12 arranged with 0.5 m path roll pitch until the viscosity of the coating film in 10^-2 [s^-1] shear rate reaches ≥10^4 mPa s.例文帳に追加

塗膜の剪断速度１０^−２［ｓ^−１］での粘度が１０^４ｍＰａ・ｓ以上となるまで、塗布後のウェブ１１の非塗布面を０．５ｍのパスロールピッチで配置された駆動ローラ１２により支持しながら塗膜を乾燥させる工程を有している。 - 特許庁

Therefore an interval between the shear reinforcements 22, 26 in the web 14 can be set smaller than clearance dimensions L_1, L_2 between the upper beam main reinforcements 18C, 18D and the lower beam main reinforcements 20C, 20D located in the width direction of the flanges 12, 16, respectively.例文帳に追加

よって、フランジ１２、１６の幅方向における中心付近に位置する上部梁主筋１８Ｃ、１８Ｄ同士及び下部梁主筋２０Ｃ、２０Ｄ同士の空き寸法Ｌ_１、Ｌ_２よりも、ウェブ１４内における剪断補強筋２２、２６の間隔を小さくできる。 - 特許庁