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STEEL MOMENT RESISTING FRAME BEAM-TO-COLUMN CONNECTIONS

机译:钢制矩型框架梁到柱的连接

摘要

Steel moment resisting frame (SMRF) connections between vertical columns (14) and horizontal beams (19) are for both original and retrofit building construction. The SMRF connection is a column tree assembly (13) consisting of primary trunk assembly (17) engaging secondary branch assembly (18). Primary trunk assembly (17) has vertical parallel gusset plates (25, 26) secured to vertical column (14) with flanges (27) at each beam-to-column joint location, and base plates (28) at one end of the column and a splice (33) at the other end. Secondary branch assembly (18) is secured normal to primary trunk assembly (17) between parallel gusset plates (25, 26). Secondary branch assembly (18) includes stub beam section (30) fitted with shear transfer plates (32) secured to the web of stub beam section (30) and to parallel gusset plates (25, 26). Plate (28) is secured to each flange of the stub beam (30) and parallel gusset plates (25, 26) to bridge the gap (31). Vertical shear tab plate (32) is secured to the web of stub beam (30).
机译:垂直柱(14)和水平梁(19)之间的抗弯矩钢(SMRF)连接既适用于原始建筑,也适用于翻新建筑。该SMRF连接是一列树组件(13),其由与辅助分支组件(18)接合的主干组件(17)组成。主干总成(17)具有固定在垂直柱(14)上的垂直平行角撑板(25、26),在每个梁到柱的连接位置均具有法兰(27),在柱的一端具有基板(28)。另一端有一个接头(33)。第二分支组件(18)垂直于第一主干组件(17)固定在平行角撑板(25、26)之间。第二分支组件(18)包括短梁部分(30),短梁部分(30)装配有剪切转移板(32),该剪切转移板固定到短梁部分(30)的腹板和平行的角撑板(25、26)上。板(28)固定到短梁(30)的每个凸缘和平行的角撑板(25、26)以桥接间隙(31)。垂直剪切翼片板(32)固定到短梁(30)的腹板上。

著录项

  • 公开/公告号EP0797709A4

    专利类型

  • 公开/公告日1998-03-11

    原文格式PDF

  • 申请/专利权人 HOUGHTON DAVID L.;

    申请/专利号EP19950943649

  • 发明设计人 HOUGHTON DAVID L.;

    申请日1995-12-01

  • 分类号E04B1/19;E04H9/02;

  • 国家 EP

  • 入库时间 2022-08-22 02:50:00

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