Billiard mode aseismatic architecture

Abstract

The invention is directed to develop for Billiard Mode Aseismatic Architecture converting earthquake vibration into idling operation as well as rotating operation by use of sphere pillars and bearings rested on the stabilizer respectively on the bottom floor with view to prevent from energy of earthquake from being transmitted to the above construction.

1 . Billiard mode aseismatic architecture depends on the method for converting lateral vibration energy of earthquake into energy of idling operation handled by said bearings and sphere pillars remaining on the spot to wear out it with friction loss with contacted materials such as stabilizers, pockets, floors, springs and hemisphere covers. 
   
   
       2 . The cue in straight motion mechanism caused by earthquake adapted for said Billiard Mode Aseismatic Architecture convert vertical vibration of earthquake into rotating operation of said upper sphere pillars gathered around hole made at the bottom of said funnel to be pushed away in rotating operation directly to said pocket made inside said upper foundation with the head of said cue pushed up by the vertical vibration of earthquake introduced through lifting operation by said bottom sphere pillar and said bearings capped with hemisphere to be covered at the end of said cue and sustained with the power of said spring adapted for around said pole of said cue. 
   
   
       3 . The stabilizers are applied to settle for the bottom of bearings and said bottom sphere pillars with a view to serving to stabilize for idling operation on the bottom floor on the earth, whereby increasing contacted area with the foundation capable of withstanding for heavy weight load of the upper buildings.