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1. 发明申请

US20110061315A1 ELASTIC CONSTRUCTION FOUNDATION METHOD 审中-公开
标题翻译：弹性建筑基金会方法
公开(公告)号：US20110061315A1
公开(公告)日：2011-03-17
申请号：US12993300
申请日：2009-06-19
申请人： Ioannis Kisanakis
发明人： Ioannis Kisanakis
IPC分类号： E04H9/02 , E04B1/38 , E04C5/16 , E02D27/32 , E04C2/20
CPC分类号： E02D27/34
摘要： The structure bearing surface is artificially constructed, avoiding any foundation failures which, according to aftershock data, have already occurred resulting in cracks or even in complete rupture of joints. Anti-seismic insulation is then created by using cell cushions, whereas erosion to connecting mechanisms as well as to the primary shock-proof mechanism may be prevented by using insulators. The sand ensures stable working surface for the equal load distribution during the time required for the construction, as well as following the completion of the project. Moreover, at the time of the earthquake, the mechanical properties of the sand shall provide elasticity, enhancing the shock-proof properties of cushions, preventing at the same time the uneven load distribution on building frame. The connecting mechanisms, which are fixed on the main points of both sides of the entire project, shall provide the secure operation of shock-proof mechanism.
摘要翻译：结构承载面是人为构造的，避免了任何基础故障，根据余震数据，已经发生了导致裂缝或甚至接头完全断裂的基础故障。然后通过使用电池垫产生抗震绝缘，而通过使用绝缘体可以防止对连接机构以及初级防震机构的侵蚀。在施工所需的时间内，以及项目完成后，砂确保了平均负荷分布的稳定工作面。此外，在地震时，砂的力学性能应提供弹性，增强垫子的防震性能，同时防止建筑物框架上的不均匀载荷分布。固定在整个工程两侧要点的连接机构，应提供防震机构的安全运行。

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