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The earthquake reduction fundamental structure and the earthquake reduction construction method which uses that

机译:减震基本结构及采用该结构的减震施工方法

摘要

Topic At the same time simply be able to apply low at cost, dominant frequency of earthquake entry motion and the geographical ground which are supposed variously (predominant period) with frequency of vibration of the normal mode of the building (natural period) with vis-a-vis combination to apply, the earthquake reduction fundamental structure which earthquake reduction can do the earthquake motion which it is possible, from ground it is spread inputs effectively and the earthquake reduction construction method which uses that are offered. SolutionsFrom ground the earthquake reduction fundamental structure C which possesses the function which the earthquake motion which it is spread inputs to the building earthquake reduction is done, slide die sandbag layered product S and S which have the sandbag layered product D which, is installed with the foundation A of the building, and the fundamental infrastructure B at least is laminated to the two-layer to top and bottom direction sandbag layered product D, coefficient of friction between sandbag 1,1 of the top and bottom relatively small to slide to horizontal direction they make easy,With, coefficient of friction between sandbag 1,1 of the top and bottom relatively largely to slide to horizontal direction frictional die sandbag layered product F and F which are made difficult,It constituted with due to. Choice figure Drawing 1
机译:同时,可以简单地将建筑物正常模式(自然周期)的振动频率与成本,假设的地震进入频率和地理区域(主导周期)进行不同的应用,从而降低成本。相对于组合而言,减震能够进行可能的地震运动的减震基本结构,是从地面有效地传播输入并提供使用的减震施工方法。解决方案从地面起,完成具有减震基本结构C的功能,该结构具有将地震运动传播到建筑物的减震输入的功能,并与滑模砂袋层状产品S和具有砂袋层状产品D的S一起安装。建筑物的地基A和基础设施B至少层压到上下两层沙袋分层产品D中,上下沙袋1,1之间的摩擦系数较小,可以水平滑动它们使顶部和底部的沙袋1,1之间的摩擦系数相对较大而难以滑动到水平方向上的摩擦模沙袋分层产品F和F,这是由于它们构成的。 <选择图>图1

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