Case Study
Permanent Sound and Vibration Protection
for Vienna's Musikverein Concert Hall (AT)Protection against noise and vibration
immissions in Vienna's Musikvereinbuilding due to the underground railway service

Elastic bearing of a mass-spring
system using Sylodyn®

Unchanged high performance after
17 years of operation and a load ofaround 450 million metric tonnes

Consistently high protection against
secondary airborne noise and vibrations

The project
The acoustics in the Vienna Musikverein's "Goldener Saal" hall areamong the best in the world. In
2002, an underground tunnel wasbuilt just four metres from the building. To minimize the disturbance tothe listening experience of visitors
in the Musikverein, the decision wasmade to use a mass-spring system(MSS) with discrete Sylodyn® bearings from Getzner when the underground line was built.
etzner mass-spring systems are currently being used in more than 40
cities across the world – and Vienna isSound pressure level in dBG

one of them. The idea was that visitorsof events in the Musikverein building
would be protected against disruptive
vibrations and noise coming from thenearby underground. Acceptance tests
after commissioning in 2003 confirmedthat the high requirements set by theVienna Musikverein had been met.
The underground now operates withmodern trains that emit sound and vibration in a manner unlike the previous
ones. Rooms are also used for different
purposes but the structure has undergone changes too, including the installation of new windows. After a total load

80of around 450 million metric tonnes
caused by 250 trains per track and per
day since the tunnel was built, the question of the long-term behaviour of theMSS arose. This was all the more important because there is also a siding
for damaged trains, meaning that inaddition to the 10-t/m mass of the slab
itself, stationary train loads have also
been exerting stress on the Sylodyn®
bearings over extended periods of time.
Therefore, in 2019, various measurements were used to check whether thesystem still fulfilled the high requirements set during construction for theprotection against vibrations and noise.

The "Goldener Saal": measurement of the secondary
airborne noise immissions at a height of 2.5 m

706050403020100162025

31.540Limit curve to be observed
Acceptance test 2003

506380100125160 200 250
Frequency in Hz

Forecast without insulation 2001
Control measurement 2019

The most stringent requirements continue to be met: Evenafter 17 years, the secondary airborne noise (orange line) iswell under the set limit (black) in the "Goldener Saal". Dotted line: the predicted level when a standard ballast trackis used.

Undisturbed music enjoyment: The discrete
Sylodyn® bearings insulate the immissions
from passing trains.

The new V train type (left) causes more emissions in the tunnel than the old U11 train type(right).

The Getzner solution
The slab sits on elastic discrete Sylodyn®
bearings spaced two metres apart.
The planned natural frequency of
the 100-metre mass-spring system is
5.5 Hz, which is the lowest ever vertical natural frequency achieved with anMSS of elastomer bearings so far.
Long-lasting effect on the test standSeveral measurements were taken toinvestigate the ageing effects of theSylodyn® bearings during trials withdifferent train types: The natural frequency of the MSS, the emissions on
the slab, the tunnel floor and tunnelwall, the slab deflection as trains passover and the immissions due to secondary airborne noise and vibrations inthe building.
Lowest immissions in the building
The sound level was measured in thecentre of two concert halls, each at aheight of 2.5 m. The high level of vibration isolation efficiency required of theMSS still remains intact 17 years later.
The vibration immissions in the centre of the "Goldener Saal" floor werechecked. The perception thresholdfor vibrations is precisely defined andserved as an assessment criterion forthe perception of vibrations in thebuilding. Even after years of loads on
the MSS, the rail traffic does not cause
any noticeable vibrations in the hall.

Feedback
Unchanged natural frequency
The new V train type used in theVienna underground excites the slab in
the MSS natural frequency range morethan the old U11 train type, which is still
currently in use. Nevertheless, all assessment criteria regarding immissions
continue to be met. For Markus Heim,
who is responsible for system development at Getzner Werkstoffe GmbH,
it is remarkable that the requirements
set during the planning of the underground extension are still being met
today: "A natural frequency of 5.5 Hz
was proposed during planning of themass-spring system, which resulted in
the required sound level reduction."
The vertical natural frequency of theMSS, which was determined by impulse
excitation, ambient microseismic movements and passing trains, remains unchanged from the 2003 acceptancetests.
No noticeable change in immissions
due to the underground traffic
The dynamic properties of the Sylodyn®
bearings have remained constant during all these years of use. The vibration immissions from the undergroundtraffic in the concert halls are still far
below the perception threshold andneither do passing trains result in an
increased idle level. The noise immissions remain well under the limit
curve.

What does the client say
about the project?
"The one-of-a-kind 'Goldener Saal' demanded particularly careful planning,
component selection and implementation to satisfy the Musikverein's extremely stringent immission protection
requirements."

Dr. Andreas Oberhauser
Superstructure | Head of Department
WIENER LINIEN GmbH & Co KG

Advantages for customers— No noticeable noise or vibrationimmissions due to undergroundtraffic— Constant spring characteristics of the mass-spring systemwith discrete Sylodyn® bearings
even after 17 years of operation

Cross-section of the mass-spring system with Sylodyn® discrete bearings

Facts and figures
WIENER LINIEN GmbH & Co KG
2002
192 bearings along a length of 100 m(lateral and longitudinal clearance of 2 m)
Solution:
Mass-spring system, Sylodyn® NE,
dimensions 430 × 370 × 100 mm, natural frequency 5.5 Hz
Load:
450 million metric tons in 17 years of operation (as of 2019)
Getzner Project Manager: Markus Heim
Project support:
Steinhauser Consulting Engineers ZT GmbH, Vienna

Getzner Werkstoffe GmbH

Railway references (extract)

Founded:— Römerberg tunnel (AT)— Cologne north-south link (DE)— CEVA Zone Rolex (CH)
— Doha Metro (QA)
— Crossrail C610 London (GB)— São Paulo Metro L5 (BR)— Chiclana-San Fernando (ES)1969 (as a subsidiary of Getzner,Mutter & Cie.)
Chief Executive Officer: Jürgen Rainalter
Employees:
490 (of which 360 in Buers)
Turnover in 2020:
EUR 105.5 million
Business areas:
Railway, construction, industry
Headquarters:
Buers (AT)
Locations:
Peking, Kunshan (CN), Munich, Berlin,Stuttgart (DE), Lyon, Paris (FR),Pune (IN), Amman (JO), Tokyo (JP),Charlotte (US), Melbourne (AU)
Ratio of exports:
91 percent

AUSTRIA — Bürs GERMANY — Berlin — Munich — Stuttgart FRANCE — Paris — Lyon JAPAN — Tokyo INDIA — Pune
JORDAN — Amman CHINA — Beijing USA — Charlotte AUSTRALIA — Melbourne
www.getzner.com

CS Vienna MV en © Copyright by Getzner Werkstoffe GmbH | 05-2021

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