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EARTHQUAKE RESISTANT REINFORCING METHOD FOR BUILDING OF STEEL FRAME CONSTRUCTION

机译:钢框架结构房屋的抗震加固方法

摘要

PROBLEM TO BE SOLVED: To realize useful earthquake resistant reinforcement sufficiently making the most use of strength of an existing building by being matched to the deformation-strength characteristic of a structural body for the existing building of steel frame construction to regulate rigidity, and stretching a brace setting input in a plane of structure by being matched to the strength of the plane of structure constituted of a column and a beam. ;SOLUTION: An upper girder and a reinforcing brace 1 constituted of oblique materials 3, 4 connected to both the ends are provided in a plane of structure 7 formed of the column 5 and the beam 6 of steel frame construction, and each oblique material 3, 4 is firmly connected in the neighborhood of a joint part by having a prescribed angle α for a lower beam 8. Brackets 10, 10' provided with both the ends of the upper girder 2 can move the reinforcing brace 1 and an upper beam 9 vertical of a building by being engaged with the attaching members 11, 11' of the upper beams and inserting a shear bolt 14 welded on the brackets 10, 10' in a vertically oblong loose hole 13 provided on the center part of the lower end of the attaching members 11, 11'. Setting of input for the reinforcing brace 1 is made possible by being matched to the strength of the plane of structure 7, and the strength of an existing building is utilized to combine the strength of the reinforcing brace so as to obtain a large strength.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:通过与钢框架结构的现有建筑物的结构体的变形强度特性相匹配,以充分利用现有建筑物的强度,以充分利用现有建筑物的强度,以调节刚性,并拉伸通过匹配于由柱和梁组成的结构平面的强度,将支撑设置输入到结构平面中。 ;解决方案:在由钢框架结构的立柱5和横梁6构成的结构7的平面中,提供由两端连接的倾斜材料3、4构成的上梁和加强支架1,每个倾斜材料3通过使下部梁8具有规定的角度α,在接合部附近牢固地连接图1,图4所示的结构。图4所示的下部梁8的两端具有的托架10、10'能够使加强托架1和上部梁9移动。通过与上梁的附接构件11、11'接合,并将焊接在支架10、10'上的剪力螺栓14插入设置在建筑物下端中心部分的垂直长方形松动孔13中,使建筑物垂直附接构件11、11'。通过与结构7的平面的强度相匹配,可以设置加强支架1的输入,并且利用现有建筑物的强度来结合加强支架的强度以获得较大的强度。版权:(C)1999,日本特许厅

著录项

  • 公开/公告号JPH11152929A

    专利类型

  • 公开/公告日1999-06-08

    原文格式PDF

  • 申请/专利权人 SHIMIZU CORP;

    申请/专利号JP19970320810

  • 发明设计人 SUGIMOTO HIROSHI;TANAKA HATSUTARO;

    申请日1997-11-21

  • 分类号E04H9/02;E04B1/18;E04B1/58;

  • 国家 JP

  • 入库时间 2022-08-22 02:33:10

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