Vibroacoustic aspects of accommodation and public spaces in over-track structures

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Abstract

Rail transport is one of the main sources of vibroacoustic impact on the surrounding area. Provision of comfortable living environment for the population is one of the priority tasks of engineering, technical and socio-economic importance. At the same time, construction of over-track buildings and structures within the boundaries of influence of linear objects can become one of the promising directions of urban environment development. However, the close location of the source of rail transport makes their use difficult. Fast and accurate prediction of vibration levels caused by train operation, its impact on the environment and effective recommendations for comprehensive vibration reduction and isolation design are the basis for promoting rapid and favourable development of rail transport.

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About the authors

V. A. Smirnov

Scientific-Research Institute of Building Physics of RAACS; National Research Moscow State University of Civil Engineering

Author for correspondence.
Email: belohvost@list.ru

Candidate of Sciences (Engineering)

Russian Federation, 21, Lokomotivniy Driveway, Moscow, 127238; 26, Yaroslavskoe Highway, Moscow, 129337

D. D. Malov

Scientific-Research Institute of Building Physics of RAACS

Email: malovdavid97@mail.ru

Engineer

Russian Federation, 21, Lokomotivniy Driveway, Moscow, 127238

E. O. Garber

Scientific-Research Institute of Building Physics of RAACS; National Research Moscow State University of Civil Engineering

Email: grenadefleur@gmail.com

Engineer

Russian Federation, 21, Lokomotivniy Driveway, Moscow, 127238; 26, Yaroslavskoe Highway, Moscow, 129337

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Supplementary files

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2. Fig. 1. Examples of buildings combined with rail tracks: a – Transport hub «Nizhegorodskaya»; b – Transport hub «Kryukovo»; c – railway station, Samara

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3. Fig. 2. Forecast of vibration and structural noise levels for the oversight construction facility using the Dolgoprudnaya stopping point by the Moscow Railway: a – KE model of the building of the future station complex; b – field measurements of vibration on the site of future construction

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4. Fig 3. Vibration isolation of the aboveground part of the building: a – using elastomeric materials; b – using rubber-metal vibro insulators

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5. Fig. 4. Vibration isolation of the upper structure of the path: a – luster base; b – ballast base

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6. Fig. 5. The concept of the oversight structure using the railway track «in the box»

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