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    • 1. 发明专利
    • Beam structure composed of flange and web for steel construction
    • 用于钢结构的法兰和网构成的梁结构
    • JP2005330679A
    • 2005-12-02
    • JP2004148721
    • 2004-05-19
    • Kajima Corp鹿島建設株式会社
    • FUKADA YOSHIOYOSHIGAI SHIGERUTANAKA NAOKISAWAMOTO YOSHIKAZUTOMITA AKIOMAEDA SHOZOTAKAHASHI SHINICHIFUJIMOTO NOBUOHYODO AKIRA
    • E04C3/06
    • PROBLEM TO BE SOLVED: To bring about a reduction in cost, an improvement in design freedom, etc. by dispensing with, for example, an increase in the thickness of a web, particularly, of a short-span beam, and dispensing with, for example, the reinforcement of a flange at a conventional beam end, in an H-shaped cross-section beam structure of a beam-column frame of steel construction.
      SOLUTION: In a steel beam 2 which is composed of the flange and the web for the beam-column frame of the steel construction, cross-sectional shapes (tw, tf and B) of the flange and the web at the beam end and the length L of the beam are set (tw/tf L/B
    • 要解决的问题:通过分配例如网的厚度,特别是短跨度梁的厚度的增加,降低成本,改善设计自由度等,以及 在钢结构的梁柱框架的H形横截面梁结构中分配例如在常规梁端处的凸缘的加强。 解决方案:在由钢结构的梁柱框架的凸缘和腹板组成的钢梁2中,凸缘和梁的梁的横截面形状(tw,tf和B) 并且梁的长度L被设定为(tw / tf L / B <2√3),使得梁端的腹板2W的剪切屈服可以设定为小于凸缘2F的弯曲屈服中的剪切力 在地震期间的梁端; 在凸缘的弯曲屈服之前的幅材剪切产生; 塑化区主要位于梁的腹板上; 由于大地震期间由于地震引起的疲劳累积,防止了梁柱接头和梁被破坏; 并且地震期间塑性吸收能量增加。 版权所有(C)2006,JPO&NCIPI
    • 10. 发明专利
    • JOINT STRUCTURE OF REINFORCED CONCRETE COLUMN AND STEEL FRAME BEAM
    • JP2000008486A
    • 2000-01-11
    • JP17852098
    • 1998-06-25
    • KAJIMA CORP
    • OGIWARA YUKIMASATOMITA AKIOMAEDA SHOZO
    • E04B1/30
    • PROBLEM TO BE SOLVED: To improve yield of use material and reduce total cost by overlapping two unit joining steel plates on a part joining the flange of a reinforced concrete column and a steel frame beam in the form of a cross to be disposed and fixing the beam. SOLUTION: A joining part steel plate 1 is composed of a column joining part formed in square shape as one side equal to a joining column width and a trapezoidal beam joining part extended on two opposite sides, and a regular circular hole 4 is drilled in the center part of the column joining part. In the case where beams 6, 6 are joined, the two unit joining steel plate 1 previously drilling column bar insertion holes 2a four parts by four parts on the four corner part of the column joining part are made orthogonal, disposed at an interval of the size of the beam structure, the flange of the beam is welded between the beam joining parts 3, 3 of the upper and lower joining members, a vertical long rectangular plate 5 is provided in a face in parallel with another face including the axis of the beam, and connection with the web of the beam is performed. Thereby the yield of use material can be improved, in addition, use of inexpensive electric furnace material is enabled, cutting and drilling can be automatically performed and a cost can be reduced.