首页> 外国专利> MIXED CONSTRUCTION BY WOODEN FRAMEWORK CONSTRUCTION METHOD, TWO-BY-FOUR METHODS OF CONSTRUCTION AND RIGID-FRAME METHOD OF CONSTRUCTION

MIXED CONSTRUCTION BY WOODEN FRAMEWORK CONSTRUCTION METHOD, TWO-BY-FOUR METHODS OF CONSTRUCTION AND RIGID-FRAME METHOD OF CONSTRUCTION

机译:木框架施工法,四分之二施工法和刚构法混合施工

摘要

PROBLEM TO BE SOLVED: To cope scales of columns, beams and the foundation with a foundation of wooden-construction and to achieve construction even on a land with a poor bearing force since a mixed-construction design enables to build the mixed construction provided with rigid-frame of wood, steel or reinforced concrete of a necessary number in a necessary places of a long distance or a large space in a framework part of each layer of a wooden-framework construction method or a two-by-four construction method, so that there is no need of building the lower structure entirely in a steel-framed or a reinforced-concrete structure and that a floor-framing of the wooden-framework construction method or the two-by-four construction method can be used with less dead weight of a heavy floor and less load to columns or beams.;SOLUTION: Using a calculation method for the mixed construction based on the wooden-framework construction method, the two-by-four construction method at each layer and the rigid-frame method, a rigid-frame stress of the wooden-framework, the steel-framework and the reinforced-concrete structure is analyzed into a wall magnification, and the building is designed by calculating under calculation methods for an allowable unit stress design or the like of the wooden-construction according to the wall magnification and a limit strength calculation together with the wooden-framework construction method and the two-by-four construction method.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:要解决的问题:用木结构基础解决圆柱,梁和地基的比例问题,即使在承载力较差的土地上也可以实现施工,因为混合结构设计可以建造具有刚性的混合结构木结构建筑方法或二乘四的建筑方法的每一层的框架部分中长距离或大空间的必要位置的必要数量的木材,钢或钢筋混凝土框架,因此不需要完全将下部结构构建为钢框架或钢筋混凝土结构,并且可以使用木框架构造方法或二乘四构造方法的地板框架,从而减少死角解决方案:使用基于木框架构造方法的混合构造计算方法,在每一层和第二层采用四乘二的构造方法采用刚架法,将木构架,钢构架和钢筋混凝土结构的刚构应力分析为墙的放大倍数,并通过计算方法计算出建筑物的容许单位应力设计根据墙壁的放大倍率和极限强度的计算,以及木构架的施工方法和二乘四的施工方法等; COPYRIGHT:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP2005083187A

    专利类型

  • 公开/公告日2005-03-31

    原文格式PDF

  • 申请/专利权人 OGATA MASARU;

    申请/专利号JP20030358493

  • 发明设计人 OGATA MASARU;

    申请日2003-09-09

  • 分类号E04B1/30;E04B1/02;E04B1/14;

  • 国家 JP

  • 入库时间 2022-08-21 22:30:49

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号