strength of pipe jointsとは 意味・読み方・使い方

To provide a column and beam frame capable of suppressing the occurrence of any cracking or partial destruction near joints of the beam when a horizontal force due to an earthquake or the like acts to the frame by emphansizing a yield strength due to bending of portions and parts near the beam connections in a steel pipe column filled with concrete.例文帳に追加

コンクリート充填鋼管柱内の梁仕口部近傍の部分又は部位の曲げ耐力を高めて、地震等の水平力が作用した場合に梁仕口部近傍の亀裂や部分破壊等の発生を抑止する柱梁架構を提供する。 - 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