首页> 外文会议>International Congress on Sound and Vibration >EFFICIENCY OF VIBRATION MITIGATION MEASURES (FLOATING SLABS) AT THE LATEST EXTENSIONS ON LINES 2 AND 3 OF THE ATHENS METRO
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EFFICIENCY OF VIBRATION MITIGATION MEASURES (FLOATING SLABS) AT THE LATEST EXTENSIONS ON LINES 2 AND 3 OF THE ATHENS METRO

机译:在雅典地铁第2行和3行和3行的最新延伸中振动缓解措施(浮动板)的效率

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This paper describes the in situ evaluation of anti vibration mitigation measures introduced in the latest two extensions on lines 2 and 3 of the Athens Metro: (a) extension of line 3 from Aigaleo to Haidari and (b) extension of line 2 from Agios Antonios to Anthoupoli, at the respective crossover (CO) locations 3-02, 3-03 and 2-55, 2-66 under normal operation conditions. The aim of the ground borne noise and vibration measurement's campaign, after the installation of the proposed anti vibration mitigation measures e.g. floating slabs (FS), was to determine their efficiency to ensure the allowable ground borne noise and vibration levels in all nearby sensitive buildings. For the proposed FST implementation solution the estimated expected noise level at the soil surface were calculated and proven considerably lower from the given criterion. All CO were directly fixed on a FS on continuous mat CDM-DFMA L10 RR50 with lateral bearings by CDM-97. The measurement campaign consisting of measuring the following parameters: the dynamic characteristics of floating slab (natural frequency of the unloaded system), the vibration velocity on the tunnel wall, during normal train operation for 10 train pass byes and simultaneously, and the vibration velocity at the relevant receptors (soil in front of the facade of the closest building), during normal train operation for the above 10 train pass byes. All measurements were carried out during the night, in order to eliminate possible influence of the urban road traffic. Ambient vibrations' level were also recorded and compared to the vibration level generated during Metro vehicles pass byes. The natural frequency of the unloaded by the train on all floating slabs was found to be inferior to 20Hz as per the final noise and vibration study predictions. Moreover the ground borne noise in the nearest - to FS - buildings at all CO locations is significantly lower than the max allowable limits proving the high efficiency of the mitigation measures.
机译:本文介绍了雅典地铁第2行和第3行和第3行中引入的抗振动缓解措施的原位评估:(a)从Aigaleo到Haidari和(b)延伸的第3行和(b)延伸来自Agios Antonios的第2行在正常运行条件下,在相应交叉(CO)位置3-02,3-03和2-55,2-66处的Anthoupoli。在安装建议的抗振动缓解措施之后,对地面噪声和振动测量的竞争的目的是,例如:浮动板(FS)是为了确定其效率,以确保所有附近的敏感建筑物中允许的地面承载噪声和振动水平。对于所提出的FST实施解决方案,计算了土壤表面的估计预期噪音水平,从给定的标准显着降低。所有CO通过CDM-97直接固定在连续垫CDM-DFMA L10 RR50上的FS上。由测量以下参数组成的测量活动:浮动板(卸载系统的固有频率)的动态特性,隧道墙上的振动速度,在正常列车运行期间10列车通过副护符,以及振动速度在正常列车运行期间,相关受体(最近建筑物门面前面的土壤),以获得上述10列火车通行证。所有测量都在夜间进行,以消除城市道路交通的可能影响。还记录了环境振动水平,并与地铁车辆经过的振动水平进行了比较。根据最终的噪声和振动研究预测,发现所有浮动板上的卸载卸载的自然频率被发现差不多到20Hz。此外,所有CO位置最近到FS - 建筑物的地面噪声显着低于最大允许的限制,证明了减缓措施的高效率。

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