beam- column jointsとは 意味・読み方・使い方

In the construction of the concrete skeleton 11, the members in beams, columns, connecting sections 4 or the like constituting the concrete skeleton 11 are mass-produced and stored previously in a factory or the like prior to the construction of the concrete skeleton as precast column members 2, precast beam members and beam-column connection joints 1.例文帳に追加

コンクリート躯体１１の構築において、コンクリート躯体１１を構成する梁、柱、接合部４等における部材を、プレキャスト柱部材２、プレキャスト梁部材、柱梁接合継手１として、コンクリート躯体１１の構築に先立って予め工場等において量産化して保管しておく。 - 特許庁

Each of the joints 2 has a column joint pipe 3A fitting the front end of each of the columns 1A therein and a horizontal joint pipe 3B fitting a horizontal structural material 1C such as the sill 1B, beam or the like therein.例文帳に追加

継手２は、柱１Ａの先端部を嵌入する柱連結筒３Ａと、土台１Ｂや桁等の水平構造材１Ｃを嵌入する水平連結筒３Ｂを有する。 - 特許庁

A vibration control damper 4 is incorporated in key points on a main frame 1 constructed by joining columns 2 and beams 3 and column- beam joints 5 are subjected to semi-rigid joint, lower in rigidity than usual rigid joint.例文帳に追加

柱２と梁３とを接合して構築される主架構１の要所に制震ダンパー４を組み込み、かつ柱梁接合部５を通常の剛接合よりも低剛性の半剛接接合（セミリジッド）とする。 - 特許庁

The internal column 12, which ranges from the floor slab 18 to an undersurface of the upstairs beam 20, is joined via joints 28C, 28D and 28E after its periphery is enclosed with a reinforcing steel plate 28 with a plate thickness T1 from a lateral side.例文帳に追加

内部柱１２は、床スラブ１８から上階の梁２０の下面までの範囲に渡り、板厚Ｔ１の補強鋼板２８で側方から周囲を取り囲まれた後、接合部２８Ｃ、２８Ｄ、２８Ｅで接合されている。 - 特許庁

To provide an earthquake resistant reinforcing brace structure capable of being installed in accordance with the position and the size of an opening section while ensuring the opening section provided to the inside of a plane of structure of beam-column joints and easily making tension introduction per a tension member.例文帳に追加

柱梁仕口の構面内に設けられた開口部を確保しつつ、開口部の位置や大きさに合わせて設置可能であり、引張材につき簡易な張力導入が可能な、耐震補強ブレース構造を提供する。 - 特許庁

To simplify the complicated joint working of perpendicularly opposed joints of a column, a beam, a girth and the like, which serve as a skeleton of a wooden house, and to prevent joint strength from decreasing associated with wood shrinkage caused by the natural seasoning of a wood part.例文帳に追加

木造住宅の骨組みである柱、はり、胴差し等の直角に相対する接合部の仕口加工は複雑であるので簡略化することと、木部の自然乾燥による木ヤセに伴なう接合部強度の低下を防止する。 - 特許庁

Article 572 The employer shall, as regards steel pipe scaffoldings composed of steel pipes other than those conforming to the steel pipe standard, in addition to conform to the provisions of paragraph (1) of Article 570, not use them unless the value of the maximum bending moment between fulcrums calculated by assuming as simple beam structure does not exceed the value obtained by multiplying the section modulus of steel pipe with 1/1.5 of yield point of material of steel pipe (for the yield point is not known, 1/2 of the tensile strength) and coefficients listed in the right column of the following table (in the case that the yield point is unknown, joints are used, 3/4 of the value of the factor) corresponding to the ratio of thickness to outer diameters listed in the left column of the same table.発音を聞く 例文帳に追加

第五百七十二条　事業者は、鋼管規格に適合する鋼管以外の鋼管を用いて構成される鋼管足場については、第五百七十条第一項に定めるところによるほか、各支点間を単純ばりとして計算した最大曲げモーメントの値が、鋼管の断面係数に、鋼管の材料の降伏強さの値（降伏強さの値が明らかでないものについては、引張強さの値の二分の一の値）の一・五分の一及び次の表の上欄に掲げる鋼管の肉厚と外径との比に応じ、それぞれ同表の下欄に掲げる係数を乗じて得た値（継手のある場合には、この値の四分の三）以下のものでなければ使用してはならない。 - 日本法令外国語訳データベースシステム