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JP2005083187A Mixed construction by wooden framework construction method, two-by-four methods of construction and rigid-frame method of construction 审中-公开
标题翻译：混凝土结构框架结构施工方法，两个四分之一的施工方法和刚性框架施工方法
公开(公告)号：JP2005083187A
公开(公告)日：2005-03-31
申请号：JP2003358493
申请日：2003-09-09
申请人： Masaru Ogata , 大緒方
发明人： OGATA MASARU
IPC分类号： E04B1/30 , E04B1/02 , E04B1/14
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
摘要翻译：要解决的问题：为了应对具有木结构基础的立柱，梁和基础的尺寸，甚至在具有较差承载力的土地上也能实现施工，因为混合施工设计能够构建混合施工在木框架施工方法或二乘四施工方法的每层的框架部分中，在长距离或大空间的必要地方必需的木材，钢或钢筋混凝土的刚性框架方法，所以不需要完全用钢框架或钢筋混凝土结构构造下部结构，并且可以使用木框架施工方法或二乘四施工方法的地板框架沉重的地板的自重较少，柱或梁的载荷较小。
解决方案：采用木框架施工方法混合施工的计算方法，每层双层施工方法和刚性框架法，木框架的刚性框架应力将钢框架和钢筋混凝土结构分析为墙体放大率，根据墙面放大率和极限值计算木结构的允许单位应力设计等的计算方法，设计建筑物强度计算与木框架施工方法和二乘四施工方法。版权所有（C）2005，JPO＆NCIPI

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