李  影，  范利辉，  邱永岗
   （隔而固（青岛）振动控制有限公司，青岛 266108）

[摘要] 介绍房屋与厂房建筑抗环境振动、风振与地震的三个措施：在房屋建筑的底部，布置弹簧隔振器隔离地震中的高频激振力，布置粘滞阻尼器消耗、吸收掉地震中的低频能量；在房屋建筑的高层，布置调谐质量减振器TMD抑制地震激发的振幅。这些措施都已在抗震、抗环境振动与抗风振的实践中取得了很好的效果。火电厂汽机岛厂房A列柱，由于汽轮发电机组的分隔，横向没有梁连接，刚度很小，不能抗地震。汽轮发电机组顶台板弹性支承后，顶台板下的立柱不再属于机器动力基础，而属于厂房静力基础，便可以与A列柱组成统一的厂房结构，大大增强了A列柱的刚度，采用这种结构为欧洲某强地震区设计抗9.5度地震的机器系统与厂房结构。
[关键词] 房屋建筑；厂房建筑；弹簧隔振器；粘滞阻尼器；调谐质量减振器TMD；地震响应
中图分类号：TU352.1    文献标识码：A  文章编号：1002-848X(2012) Sl-0551-03

Basic measures to protect bruldings and structures from environment vibration, wind-induced vibration and earthquake
Li Ying, Fan Lihui, Qiu Yonggang
( GERB( Qingdao)  Vibration Control Co., Ltd., Qingda0 266108, China)

Abstract: Three basic measures to protect buildings and structures from environment vibration, wind induced vibration and earthquake were introduced: at the base of the structure, helical spring elements are used to isolate high frequency vibration and viscous damping elements are used to absorb and dissipate low frequency energy; at the top of the structure, tuned mass dampers are used to restrain vibration amplitude. Columns of row A at turbine building are poor of seismic protecting due to insufficient stiffness. If spring foundation is used for a turbine generator set, the columns under the turbine generator foundation deck will be transferred from a dynanuc sub-structure into a static one, which can be coupled with the turbine building columns of both row A and row B to forma steel structure with sufficient stiffness.A turbine building protected from 9.5 degree earthquake at strong earthquake area in Europe with above mentioned measure is introduced.
Keywords: building structure; plant structure; spring element; viscous damper; tuned mass damper; earthquake corresponding