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Stiffening manner and temporary stiffener null of steel-frame beam at time of floor

机译:楼板时钢框架梁的加劲方式及临时加劲肋

摘要

PURPOSE: To reduce a construction cost by a method wherein deficiency in rigidity of a steel frame beam during construction of a floor is supplemented without unnecessarily increasing the section of the steel frame beam and using a lateral rigidity supplementing material. ;CONSTITUTION: Inner and outer materials being of lattice structure and formed in 6 square in cross section are assembled in a slide type. A temporary constructed rigidity supplementing material 1 provided at two ends with length fine adjustable joint parts of a gusset plate is caused to span a steel frame beam 12 and each of beam members on both sides of the steel frame beam and securely pressed against both sides of the steel frame beam 12 to supplement rigidity. After concrete is placed and cured, the temporary constructed rigidity supplementing materials 1 are contracted for removable.;COPYRIGHT: (C)1994,JPO
机译:目的:通过一种方法来降低建筑成本,在这种方法中,可以在不增加钢框架梁的截面并使用横向刚度补充材料的情况下,补充地板建造过程中钢框架梁的刚度不足。 ;组成:内,外材料为格子结构,横截面为6平方英寸,以滑动形式组装。使两端具有长度的可调节的角撑板的临时可调的刚度补充材料1横跨钢框架梁12和梁框架两侧上的每个梁构件,并牢固地压在框架的两侧。钢框架梁12以增加刚度。放置和固化混凝土后,临时建造的刚度补强材料1收缩以可移动。版权所有:(C)1994,JPO

著录项

  • 公开/公告号JP2663828B2

    专利类型

  • 公开/公告日1997-10-15

    原文格式PDF

  • 申请/专利权人 KAJIMA KENSETSU KK;

    申请/专利号JP19930076849

  • 发明设计人 YAMAMOTO YUKIMASA;KAWAZU WATARU;

    申请日1993-04-02

  • 分类号E04G11/48;

  • 国家 JP

  • 入库时间 2022-08-22 03:31:08

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