Development of the FXT Track System. presented by André Van Leuven Dynamic Engineering
|
|
|
- Grace Harrell
- 6 years ago
- Views:
Transcription
1 Development of the FXT Track System presented by André Van Leuven Dynamic Engineering
2 Existing Stiff LIM Track System Power rails Vehicle LIM Running Rail fastener LIM rail CSJ213 - APTA Dallas, June 3-6,
3 Fundamental design issues with ART trackwork High capital and installation cost for adapting LIM rail track. DF rail fasteners: specified with high vertical stiffness to ensure precise dynamic control of LIM gap (9 mm) versus low-track stiffness traditionally applied for rotary design for good track design. DF vertical stiffness: due to LIM performance requirements, ART specifies very stiff rail fastening systems (up to 24 kn/mm) or <1 mm vertical track deflection at max. loads versus 3 mm typical deflection for conventional transit track. Re-occurrence of rail corrugation: higher wayside vibrations and rail noise generally attributed to stiff trackwork resulting in additional routine track maintenance and rail wear. Maintenance effort to adjust LIM rail height CSJ213 - APTA Dallas, June 3-6,
4 Primary requirements of the new track system Improve Trackwork Cost: Fewer trackwork interface fasteners Installation tolerances Installation time Reduce concrete secondpour support structure Improve Vehicle Propulsion: Control LIM air gap variations Improve Environmental Impact: Vehicle interior & exterior airborne noise reduction (20 25 dba) Wayside trackwork groundborne vibration reduction (20 25 db) Electrical rail stray current control Improve Track Maintenance: Less rail grinding from rail corrugation Track and LIM rail adjustment more easily accessible CSJ213 - APTA Dallas, June 3-6,
5 FXT Rail Fastener System (3rd rail) Power rail Rail fastener LIM rail CSJ213 - APTA Dallas, June 3-6,
6 Technical Review Rail Fastener (10kN preload) CSJ213 - APTA Dallas, June 3-6,
7 Super resilient rail fastener Preload imposes a deflection (= compression) to the pad. Preload is such that the additional deflection will be less than 4 mm Preload is such that the springs are completely released under wheel passage Direct fixation resilient pad Total deflection without precompression δ>4mm δ<4mm Pre -Compression = = Preload Deflection felt by the rail CSJ213 - APTA Dallas, June 3-6,
8 Kingston FXT Installation and Testing CSJ213 - APTA Dallas, June 3-6,
9 Installation Process Install self-locking GRP inserts and 1-1/4 anchor fasteners Fewer guideway anchors improves isolation CSJ213 - APTA Dallas, June 3-6,
10 FXT Installation (1000 mm tie spacing ) CSJ213 - APTA Dallas, June 3-6,
11 Maintenance and Adjustments LIM rail shims (2 mm) and attachment location simplifies adjustment CSJ213 - APTA Dallas, June 3-6,
12 Power Rail Support and Isolation Option - improves isolation and eliminates final set-up CSJ213 - APTA Dallas, June 3-6,
13 Measurements to demonstrate a cost effective noise reduction Rail roughness measurements: on the stiff track (Kingston reference track) on the FXT track (new prototype) Track decay rate and rail impedance measurements: on the stiff track on the FXT track Wheel impedance measurements on the ART MKII Pass-by noise & vibration measurements: on the stiff track on the FXT track CSJ213 - APTA Dallas, June 3-6,
![[kn/mm] Stiff track 0.75 22 FXT track 1.](/docs-images/72/66712212/images/14-2.jpg "00 4 CSJ213 - APTA 2012 - Dallas, June")
14 Measurements in Kingston - Rail is RE115 Fastener spacing [m] Fastener stiffness [kn/mm] Stiff track FXT track CSJ213 - APTA Dallas, June 3-6,
15 Roughness [db(re.1e-6m)] Rail Roughness Stiff track - Right rail Stiff track - Left rail FXT track - Right rail FXT track - Left rail ISO3095:2005 limit Third Octave Band Wavelength [cm] CSJ213 - APTA Dallas, June 3-6,
16 Track Decay CSJ213 - APTA Dallas, June 3-6,
17 Track Decay Rates - Vertical CSJ213 - APTA Dallas, June 3-6,
18 Track Decay rates - Horizontal CSJ213 - APTA Dallas, June 3-6,
19 ART mkii Wheel Impedance radial tread response axial tread response axial web response CSJ213 - APTA Dallas, June 3-6,
20 Third Octave Band RMS Level [db(a)(re.2e-5pa)] Noise Predictions with WR Software Stiff track 80 km/h Rail Wheel Total Third Octave Band Frequency [Hz] CSJ213 - APTA Dallas, June 3-6,
21 Third Octave Band RMS Level [db(a)(re.2e-5pa)] Noise Predictions with WR Software FXT track 80 km/h Rail Wheel Total Third Octave Band Frequency [Hz] CSJ213 - APTA Dallas, June 3-6,
22 Tel (dba) for Kingston for 80 km/h Stiffness FXT Rail Wheel Total MKII has important resonances at 800 Hz and 1600 Hz Wheel dominates total response below 315 Hz and above 2500 Hz CSJ213 - APTA Dallas, June 3-6,
23 Roughness [db(re.1e-6m)] Roughness during grinding Before grinding After grinding intermediate 1 intermediate 2 ISO3095:2005 limit Third Octave Band Wavelength [cm] CSJ213 - APTA Dallas, June 3-6,
24 Noise Simulations for ART MKII (Tel) Before (BG) and after (AG) grinding Roughness [db] Noise [db(a)] 40 km/h 80 km/h Stiff BG Stiff AG Grinding FXT AG Stiff AG Difference Small initial difference FXT has no roughness growth Initial difference is quickly eliminated CSJ213 - APTA Dallas, June 3-6,
25 Excessive corrugation: 5 weeks Voie 1 - courbe à gauche (9/6-10/12) exemple d UO UO St. Catherine 7SFDV Déplac Vert Déplac Vert Déplac Vert Déplac Vert Déplac Vert Déplac Vert Déplac Vert Déplac. Long. ( cm ) Dépl. Long. Min.: -0,05 cm DATE Dépl. Long. Max: 102,36 cm CSJ213 - APTA Dallas, June 3-6,
26 Noise Simulations for ART MKII (Tel) Excessive Corrugation Roughness [db] Noise [db(a)] 40 km/h 80 km/h 6 Sept Oct weeks Small initial difference FXT has no roughness growth Initial difference is eliminated in a few days CSJ213 - APTA Dallas, June 3-6,
27 Insertion loss [db(re.1e-9m/s)] Insertion Loss Stiff to FXT km/h 40km/h 60km/h 70km/h average Third Octave Band Frequency [Hz] CSJ213 - APTA Dallas, June 3-6,
28 [db(re.1e-9m/s)] Vibration levels for MKII at 40 km/h without FXT - OA:117.6dB(re.1e-9m/s) with FXT - OA:95.95dB(re.1e-9m/s) /3 Octave Band Center Frequency [Hz] CSJ213 - APTA Dallas, June 3-6,
29 [db(re.1e-9m/s)] Vibration levels for MKII at 80 km/h without FXT - OA:123dB(re.1e-9m/s) with FXT - OA:101.8dB(re.1e-9m/s) /3 Octave Band Center Frequency [Hz] CSJ213 - APTA Dallas, June 3-6,
30 20km/h 40km/h 60km/h 70km/h acceleration without brakes acceleration with brakes on Average vibration (1-1000Hz) [db(re.1e-9m/s)] Vibration measurements with TV FXT track (2009) Stiff track (2009) Case CSJ213 - APTA Dallas, June 3-6,
31 Technical Benefits FXT system combines running rail and LIM rail onto common platform FXT supports and maintains air gap relative to TOR Rail vertical deflection increases from <1 mm to 3-4 mm at max. load Reduced wheel impact forces and rail noise Elastomeric pads easily serviceable CSJ213 - APTA Dallas, June 3-6,
32 Technical Benefits Adapts / retrofits to existing ART DF track systems: Single anchor stud installed in-between existing rail fasteners Single anchor stud reduces number of embedded track fasteners: Single GRP insert per m rail minimizes stray current paths Reduces ground borne vehicle vibrations from trackwork: Provides 3-4 mm rail deflection versus <1 mm resulting in 25 db reduction in vibrations and reduced trackwork noise (similar to floating slab) CSJ213 - APTA Dallas, June 3-6,
33 Technical Benefits Reduces dynamic vehicle LIM air- gap variation: LIM rail floats with track deflection resulting in less adjustment Reduces effort for maintaining LIM rail TOR height: adjustment provision at top cap permits use of small hand tools Reduces track maintenance: Studies identify elimination of rail corrugation due to soft rail fasteners CSJ213 - APTA Dallas, June 3-6,
34 Conclusions Installed cost: up to 10% less DF vertical stiffness: specified as 4-6 kn/mm Super resilient rail fastening system: not prone to rail corrugation initiation Vibration mitigation similar to Floating slab track at fraction of cost (20 db reduction) Reduced Maintenance effort to adjust LIM rail height Easily adaptable: up-grade most existing slab track installations CSJ213 - APTA Dallas, June 3-6,
Dr Patrick Vanhonacker D2S International (Dynamic Engineering) Heverlee, Belgium
Design, Installation and Testing of Track Systems with No Corrugation Dr Patrick Vanhonacker D2S International (Dynamic Engineering) Heverlee, Belgium www.d2sint.com Design, Installation and Testing of
URBAN TRACK Final Conference Alternative to Floating Track Slab High Attenuation Sleeper. Presented by Ian Robertson, ALSTOM 24 June 2010, Prague
URBAN TRACK Final Conference Alternative to Floating Track Slab High Attenuation Sleeper Presented by Ian Robertson, ALSTOM 24 June 2010, Prague Contents Specific objectives of study Chosen concept Detailed
Non-Traditional Noise and Vibration Mitigation Strategies. Christopher Layman, Ph.D. Shannon McKenna Judy Rochat, Ph.D. ATS Consulting Pasadena, CA
Non-Traditional Noise and Vibration Mitigation Strategies Christopher Layman, Ph.D. Shannon McKenna Judy Rochat, Ph.D. ATS Consulting Pasadena, CA Non-Traditional Mitigation Measures We can take into account
Building Isolation Design for Noise Critical Applications
Building Isolation Design for Noise Critical Applications G. P Wilson Wilson, Ihrig & Associates, Inc., 5776 Broadway, Oakland, CA 94618, USA gwilson@wiai.com 2683 Because it is a complex, multi-degree-of-freedom
Environmental Assessment May 2007
jurisdictional waters. It is assumed that, at a minimum, a USACE Section 404 Nationwide Permit would be necessary to construct these features. The impacts of the fill into the floodplain cannot be fully
Use of ISO measurement uncertainty guidelines to determine uncertainties in noise & vibration predictions and design risks
Use of ISO measurement uncertainty guidelines to determine uncertainties in noise & vibration predictions and design risks P. Karantonis, C. Weber Renzo Tonin & Associates, Surry Hills, NSW, Australia
CROSSRAIL INFORMATION PAPER D10 GROUNDBORNE NOISE AND VIBRATION
CROSSRAIL INFORMATION PAPER GROUNDBORNE NOISE AND VIBRATION This paper explains the measures that will be put in place to control the effects of groundborne noise and vibration that might otherwise arise
SOUND TRANSIT LIGHT RAIL VIBRATION ISSUES AT THE UNIVERSITY OF WASHINGTON
SOUND TRANSIT LIGHT RAIL VIBRATION ISSUES AT THE UNIVERSITY OF WASHINGTON James T. Nelson Steven Wolf James Irish Presenter Contact Information James Irish Sound Transit 1 S. Jackson St. Seattle, WA 984
05 th June 2014; UIUC: Crosstie & Fastening Symposium Urbana-Champaign, Illinois. Dipl-Ing. Arnold Pieringer, RAIL.ONE GmbH
Innovative Sleeper Design with Under Sleeper Pads as an Efficient Method to reduce Railway induced Vibration Propagation Research Results of RIVAS (Railway Induced Vibration Abatement Solutions) 05 th
Source Noise Control to Mitigate Airborne Noise at High Rise Developments - Epping to Chatswood Rail Link
Proceedings of 20 th International Congress on Acoustics, ICA 2010 23-27 August 2010, Sydney, Australia Source Noise Control to Mitigate Airborne Noise at High Rise Developments - Epping to Chatswood Rail
Rail anchoring systems Introduction Bottom-up post-installed method Top-down cast-in method. Rail anchoring systems
Rail anchoring systems Rail anchoring systems Introduction Bottom-up post-installed method Top-down cast-in method 09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September
Rail anchoring systems. Rail anchoring systems Introduction Bottom-up post-installed method Top-down cast-in method 09 /
Rail anchoring systems Rail anchoring systems Introduction Bottom-up post-installed method Top-down cast-in method 09 / 2014 955 Introduction to Hilti rail anchoring systems Introduction to Hilti rail
Groundborne Noise and Vibration Control at Performing Arts Centres Using Elastomeric Bearings
Paper Number 98, Proceedings of ACOUSTICS 2011 2-4 November 2011, Gold Coast, Australia Groundborne Noise and Vibration Control at Performing Arts Centres Using Elastomeric Bearings Steven L. Wolfe Wilson,
GENERAL GUIDANCE FOR Low Noise and Low Vibration Slab Track
GENERAL GUIDANCE FOR Low Noise and Low Vibration Slab Track The British Cementitious Paving Association ACKNOWLEDGEMENTS This guidance has been developed For Britpave by Ove Arup & Partners Ltd with the
The study of design on the urban track transportation vibration prevention: floating slab track in the bored tunnel at Taipei
Computers in Railways X 895 The study of design on the urban track transportation vibration prevention: floating slab track in the bored tunnel at Taipei Sy. Chang 1, K. Y. Chang 2, K. H. Cheng 3 & R.
Dynamic design of track transition between two different slab tracks
Dynamic design of track transition between two different slab tracks Tao Xin 1,2, Uday Kumar 1 & Liang Gao 2 1 Division of Operation and Maintenance, Luleå University of Technology 2 School of Civil Engineering,
TRANSIT PRODUCTS CATALOG
TRANSIT PRODUCTS CATALOG CXT Concrete Ties lbfoster.com L.B. FOSTER TRANSIT PRODUCTS L.B. Foster provides transit solutions that can be customized to meet your specific requirements and schedule. Our
inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE
Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 1.0 NOISE REDUCTION
THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW LOW VIBRATION TRACK (LVT)
THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW LOW VIBRATION TRACK (LVT) LOW VIBRATION TRACK (LVT) THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW BLS Netz AG LVT, one of the first non-ballasted
USING INSERTION GAINS TO EVALUATE RAILWAY VIBRATION ISOLATION SYSTEMS
USING INSERTION GAINS TO EVALUATE RAILWAY VIBRATION ISOLATION SYSTEMS Kym A. Burgemeister(1) and Richard J. Greer(2) (1) Arup Acoustics, Sydney, Australia (2) Arup Acoustics, Manchester, UK Abstract The
Use of Railway Track Vibration Behaviour for Design and Maintenance
Use of Railway Track Vibration Behaviour for Design and Maintenance Coenraad ESVELD Professor of Railway Engineering Delft University of Technology Delft, the Netherlands Amy DE MAN System Development
VIBSOLFRET: ground vibrations induced by freight traffic, from the track to the building
VIBSOLFRET: ground vibrations induced by freight traffic, from the track to the building Titre de la présentation 28/10/2010 DEUFRAKO seminary, Munich the 27th october 2010 OUTLINE Context Measurement
A study on the prediction of the noise reduction performance according to applying the rail web-damper in curved track section
A study on the prediction of the noise reduction performance according to applying the rail web-damper in curved track section Jinho KIM 1 1 Korea Railroad Research Institute, Korea ABSTRACT This research
Experimental study of sound insulation performance in the wood-framed building
Experimental study of sound insulation performance in the wood-framed building Atsuo HIRAMITSU Research Engineer Building Research Institute Ibaraki, Japan Hirotsugu HOUNO Director Japan 2x4 Home Builders
A parametric study on the isolation of ground-borne noise and vibrations in a building using a coupled numerical model
A parametric study on the isolation of ground-borne noise and vibrations in a building using a coupled numerical model P. Fiala a, S. Gupta b, G. Degrande b and F. Augusztinovicz a a Budapest University
Comparative Impact Performances of Lightweight Gym Floors
Comparative Impact Performances of Lightweight Gym Floors Lloyd Cosstick, Evan Hong and Tim Murray Embelton Noise and Vibration, Melbourne VIC 3058, Australia ABSTRACT Gyms are a common source of complaints
WESTSIDE PURPLE LINE EXTENSION PROJECT, SECTION 2 ADVANCED PRELIMINARY ENGINEERING Contract No. PS
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY WESTSIDE PURPLE LINE EXTENSION PROJECT, SECTION 2 ADVANCED PRELIMINARY ENGINEERING Contract No. PS-4350-2000 Beverly Hills High School Master Plan
System DFF 21. Highly elastic rail fastening for conventional rail and metro the optimum single support point for slab track
System DFF 21 Highly elastic rail fastening for conventional rail and metro the optimum single support point for slab track System DFF 21 Highly elastic rail fastening for conventional rail and metro the
SILENTFLEX FLOATING SLAB
Quick & easy construction. Competitive & customer adaptable cost. Quick access containers for slab adaptation to changing loads over its working life. Easy leveling system. High performance metal containers:
ON TRACK WITH DELKOR RAIL. Quality Track Products & Infrastructure Solutions. Resilient Bonded Baseplates
ON TRACK WITH DELKOR RAIL Quality Track Products & Infrastructure Solutions Resilient Bonded Baseplates www.delkorrail.com 2 Contents About Delkor Rail 4 Delkor Egg 6 RF127 8 RF152 9 RF167 10 RF168 11
Flanking sound transmission in an innovative lightweight clay block building system with an integrated insulation used at multifamily houses
Flanking sound transmission in an innovative lightweight clay block building system with an integrated insulation used at multifamily houses Blasius BUCHEGGER 1 ; Heinz FERK 2 ; Marlon MEISSNITZER 3 1,2,3
Floating Slabtrack Systems in Tunnels A case study with different FST systems Metro Lisbon Red Line Extension
Floating Slabtrack Systems in Tunnels A case study with different FST systems Metro Lisbon Red Line Extension Patrick Carels CDM Novitec, President Evanston, IL Content Project description Vibration mitigation
On silent feet. RHEDA RX Unique protection
On silent feet RHEDA RX Unique protection from structure-borne noise RHEDA RX High efficiency mass-spring system Mass rapid transit is one of the most essential enablers of modern individual mobility.
Vibration Control SCHWINGMETALL. The Original Rubber-To-Metal Bonding from ContiTech
Vibration Control SCHWINGMETALL The Original Rubber-To-Metal Bonding from ContiTech ContiTech Vibration Control Innovator and Development Partner ContiTech is an innovator and development partner for vibration-damping
SIKA ICOSIT RAIL GROUT. System solutions for fixation of LRT tracks
SIKA ICOSIT RAIL GROUT System solutions for fixation of LRT tracks Embedded & road crossings Elastic rail fixing- Discrete Fixation Light Mass Spring Systems Lawn Track FIELDS OF APPLICATION Icosit KC
The significance of track resilience
The significance of track resilience Coenraad Esveld, Professor of Railway Engineering, TU Delft and European Railway Review Editorial Board Member The interaction between vehicle and track dynamics plays
Vibration Isolation of Buildings. Resilient Bedding of Buildings
Regupol Regufoam on your wavelength 43 Vibration Isolation of Buildings Resilient Bedding of Buildings Regupol Regufoam Vibration Technology Vibration Isolation of Building Foundations Various factors
The insulators are available in the standard colours green (40Sh-A), red (55Sh-A), and beige (70Sh-A).
GMT-Insulators Description of parts and functions: The GMT-insulators, because of their electrically insulating property, are used for the bearing of blasts, airconditioning units and fans. The fact that
Division 15 VIBRATION ISOLATION AND SILENCERS Section Page 1 of 6
Page 1 of 6 GENERAL 1.1 RELATED WORK.1 The General Conditions and General Specifications form an integral part of this specification and must be read in conjunction herewith. Read also and be fully cognizant
Acoustic Vibration Isolation Bearings
T R EL L EB O RG EN G I N EER ED PR O D U C T S Acoustic Vibration Isolation Bearings T R EL L EB O RG EN G I N EER ED PR O D U C T S Trelleborg is a global supplier of acoustic bearings for building isolation.
Smooth travel with. Rail pads and intermediate plates for highly elastic rail fastening systems
Smooth travel with Rail pads and intermediate plates for highly elastic rail fastening systems Maximized elasticity for Vossloh rail fastening systems cellentic working principle more elasticity for rail
Impact Assessment Methodology for the. Somerville Public Library August 4, 2008 Jason Ross, P.E. Harris Miller Miller & Hanson Inc.
Noise and Vibration Impact Assessment Methodology for the MBTA Green Line Extension P j t Project Presentation to the Advisory Group Meeting Meeting Somerville Public Library August 4, 2008 Jason Ross,
Laboratory measurement of vibration and secondary noise transmission loss for rubber elastomer mats
12th ICBEN Congress on Noise as a Public Health Problem Laboratory measurement of vibration and secondary noise transmission loss for rubber elastomer mats Hui Li 1, Xiang Yan 1, Jianghua Wang 1 1 Acoustical
Vibration Isolation of Floating Floors
Vibration Isolation of Floating Floors Regupol Acoustics has developed a variety of floating floor products, available in multiple thicknesses with load range performance up to 3 psi. Regupol Acoustics
Concert Halls, Lyric Theatres and Performing Arts Venues
APPLICATIONS AP-SVI-Concert Halls-13a Acoustic isolation of: CONCERT HALLS Concert Halls, Lyric Theatres and Performing Arts Venues Concert halls are an important and popular part of arts and leisure culture
Track & Services Co., Inc.
Track & Services Co., Inc. Company Profile A Joint Venture of With over 80 years of experience, Atlantic Track & Turnout is a major supplier of single source solutions to American railroad and transit
Machine / Equipment Isolation REGUPOL-ACOUSTICS.COM
REGUPOL-ACOUSTICS.COM 1.717.675.2190 Machine / Equipment Isolation 1 Regupol Regufoam The Single-Degree-of-Freedom System The simplest way to describe a vibrating system is a single degree-of-freedom system
Examples of timber-frame buildings in the Netherlands
Examples of timber-frame buildings in the Netherlands Susanne Bron-van der Jagt, TNO, the Netherlands (email susanne.bron@tno.nl) In the presentation two different cases are discussed: (1) the high-rise
VIBRATION CONTROL SYSTEMS FOR TRACKBEDS AND BUILDINGS USING COIL STEEL SPRINGS
VIBRATION CONTROL SYSTEMS FOR TRACKBEDS AND BUILDINGS USING COIL STEEL SPRINGS Hans-Georg Wagner Department of Building and Trackbed Isolation, GERB Vibration Control Systems, Essen, Germany 1. Abstract
PANDROL VANGUARD Baseplate Installed on Guangzhou Metro
PANDROL VANGUARD Baseplate Installed on Guangzhou Metro By L. Liu, Director, Track Construction, Guangzhou Metro, Guangzhou, P.R. of China The city of Guangzhou is the third largest in China, has more
CONTINUOUSLY SUPPORTED RAIL SYSTEMS SLAB TRACK SYSTEM. EXPERIENCE OF ROSSIO TUNNEL BROUGHT TO TURKEY
2. International Symposium on Railway System Engineering (ISERSE 13), October 9-112013, Karabük, Türkiye CONTINUOUSLY SUPPORTED RAIL SYSTEMS SLAB TRACK SYSTEM. EXPERIENCE OF ROSSIO TUNNEL BROUGHT TO TURKEY
SECTION VIBRATION AND SEISMIC CONTROL FOR PLUMBING
SECTION 22 05 48 VIBRATION AND SEISMIC CONTROL FOR PLUMBING PART 1 - GENERAL 1.1 SUMMARY A. Section includes inertia bases, vibration isolation, acoustic housings, and for plumbing equipment. 1.2 PERFORMANCE
Transportation Noise & Vibration Assessment. Medical Council of Canada. Ottawa, Ontario
Transportation Noise & Vibration Assessment Medical Council of Canada Ottawa, Ontario REPORT: GWE13-115 - Traffic Noise & Vibrations Prepared For: Derek Hardy 47 Clarence Street Ottawa, Ontario K1N 9K1
BUILDING SYSTEMS NOISE CONTROL
BUILDING SYSTEMS NOISE CONTROL Ball State Architecture ENVIRONMENTAL SYSTEMS 2 Grondzik 1 First An Acoustics Refresher from ARCH 273 Ball State Architecture ENVIRONMENTAL SYSTEMS 2 Grondzik 2 1 Sound conceptually
ISO INTERNATIONAL STANDARD. Bases for design of structures Serviceability of buildings and walkways against vibrations
INTERNATIONAL STANDARD ISO 10137 Second edition 2007-11-15 Bases for design of structures Serviceability of buildings and walkways against vibrations Bases du calcul des constructions Aptitude au service
COMPARISON OF POOL ISOLATION SYSTEMS
COMPARISON OF POOL ISOLATION SYSTEMS Timothy Murray, Lloyd Cosstick and Evan Hong Embelton Engineering Australia t.murray@embelton.com Gary Hall Embelton Engineering UK g.hall@embelton.com Swimming pools
CONNECTOR S T U D S H E A R. Design for Composite Structural Action STUD SHEAR CONNECTOR APPLICATION
S T U D S H E A R CONNECTOR STUD SHEAR CONNECTOR APPLICATION Design for Composite Structural Action Exterior ashlar-type masonry veneer, typically of clay brick or concrete block masonry, are commonly
B Page 1 of 21-
Airborne and impact sound transmission measurements were performed on three floor assemblies which comprised the NRC 150 mm reference concrete slab and a 102 mm floating concrete slab. For report purposes,
Revision : 02 Page n : 1 TS-DFMA-L10-E Mod. Date : 20/11/08 Total Pages : 11. TECHNICAL SPECIFICATION Including QAP SUPPLY OF ELASTIC MATS
Revision : 02 Page n : 1 TS-DFMA-L10-E TECHNICAL SPECIFICATION Including QAP SUPPLY OF S CDM-DFMA-L10/RR 2 layers Revision : 02 Page n : 2 TS-DFMA-L10-E 1 GENERAL: 1.1 Scope The present specification is
LASD Coatings Optimized for Damping of Aluminum Intensive Vehicle Bodies
Global Automotive Lightweight Materials August 18-20, 2015 LASD Coatings Optimized for Damping of Aluminum Intensive Vehicle Bodies Ion Pelinescu, Ph.D. NVH-Acoustics Engineering Associate Coatings Innovation
SECTION VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT
SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary
inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE
Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 4.3 LABORATORY TEST
SoundPro CDM-ISO-LAT. Acoustic solution for floating isolated floors
Jun 21 WILHAMS INSULATION FAR EAST SDN BHD SoundPro Acoustic solution for floating isolated floors Battens are designed to optimise sound insulation and impact isolation of floor constructions. They are
Rainfall and impact noise measurements on metal roof tiles
Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek / Netherlands Organisation for Applied Scientific Research TNO report DGT-RPT-040015 Rainfall and impact noise measurements on metal
Light Mass-Spring Systems
on your wavelength 53 Light Mass-Spring Systems Reliable Protection from Ground-Borne Vibration Reliable Protection from Ground-Borne Vibration Tramways and light-rail systems produce vibrations that can
SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT
SECTION 230548 - PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Elastomeric Isolation pads. 2. Elastomeric Isolation mounts. 3. [Freestanding] [Restrained] [Freestanding and restrained]
PUMPS/ COMPRESSORS. Mounting, Levelling and Vibration Control of: Pumps. Compressors POWER GENERATION - PUMPS & COMPRESSORS
APPLICATIONS AP-Power-Pumps Compressors-13a Mounting, Levelling and Vibration Control of: PUMPS/ COMPRESSORS Pumps Pumps are the most widely produced machinery in the world. They are used for raising,
PUMPS/ COMPRESSORS. Mounting, Levelling and Vibration Control of: Pumps. Compressors POWER GENERATION - PUMPS & COMPRESSORS
APPLICATIONS AP-Power-Pumps Compressors-13a Mounting, Levelling and Vibration Control of: PUMPS/ COMPRESSORS Pumps Pumps are the most widely produced machinery in the world. They are used for raising,
CASE STUDIES IN RAILWAY CONSTRUCTION
MSC COURSE 2016/2017 AUTUMN SEMESTER CASE STUDIES IN RAILWAY CONSTRUCTION TRANSITION ZONES SZÉCHENYI ISTVÁN UNIVERSITY Zoltán MAJOR junior lecturer An abrupt change in the vertical stiffness of the track
Extruder evo Machines Products
NORDIMPIANTI P R O D U C T S APPLICATIONS T U R N K E Y S E R V I C E G L O B A L Extruder evo Machines Products Technology for the Precast and Prestressed Concrete Industry EXTRUDER evo MACHINE PRODUCTS
LUD PRINCIPLE. Figure 1 LUD Detail. Silicone compound squeezed around piston
Seismic Devices LUD (Lock Up Device) DEFINITION A Lock Up Device (LUD) is a plasto-elastic unit that provides the engineer a simple method of temporarily creating a fixed connection, when desirable, that
KINETICS NOISE CONTROL TEST REPORT #AT001067
KINETICS NOISE CONTROL TEST REPORT #AT001067 KINETICS NOISE CONTROL PRODUCTS: o FLM- NEOPRENE PAD ACOUSTICAL RATINGS: o STC 69 o IIC 61 TESTING AGENCY & REPORT NUMBER: o NATIONAL RESEARCH COUNCIL OF CANADA
SECTION VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT
Page 220548-1 SECTION 220548 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,
FEASIBILITY OF EPS AS A LIGHTWEIGHT SUB-BASE MATERIAL IN RAILWAY TRACK STRUCTURES
FEASIBILITY OF EPS AS A LIGHTWEIGHT SUB-BASE MATERIAL IN RAILWAY TRACK STRUCTURES Coenraad Esveld 1, Valeri Markine 2 Milan Duškov 3 Abstract The paper presents results of a study on feasibility of Expanded
What are Roll Grinding machines and where are they generally located?
APPLICATIONS AP-Industrial-Roll Grinders-13a Vibration Control, Mounting and Levelling of: ROLL GRINDERS Roll Grinders What are Roll Grinding machines and where are they generally located? Roll Grinding
Acoustics Management Predictions Measurements Analysis. Rail vehicle acoustics. Know-how and experience in vibro-acoustics.
Acoustics Management Predictions Measurements Analysis Rail vehicle acoustics Know-how and experience in vibro-acoustics www.muellerbbm.com Our competence The engineering company Müller-BBM is active in
Seismic Design of a Railway Viaduct in a High Seismic Zone
Seismic Design of a Railway Viaduct in a High Seismic Zone 9 th Small Bridges Conference, Australia 2019 Seismic Design of a Railway Viaduct in a High Seismic Zone 1. Project Overview 2. Typical Project
THE SLAB TRACK SOLUTION FOR SPECIAL TRACKWORK LVT FOR SWITCHES & CROSSINGS (LVT S & C)
THE SLAB TRACK SOLUTION FOR SPECIAL TRACKWORK LVT FOR SWITCHES & CROSSINGS (LVT S & C) THE SLAB TRACK SOLUTION FOR SPECIAL TRACKWORK LVT FOR SWITCHES & CROSSINGS (LVT S & C) Following the development of
CAN THE IMPACT SOUND IMPROVEMENT OF FLOOR COVERINGS BE MEASURED ON A WOODEN MOCK UP INSTEAD OF A TIMBER JOIST FLOOR?
CAN THE IMPACT SOUND IMPROVEMENT OF FLOOR COVERINGS BE MEASURED ON A WOODEN MOCK UP INSTEAD OF A TIMBER JOIST FLOOR? Pacs reference: IP, RBA-CIB Scholl, Werner Physikalisch-Technische Bundesanstalt Fachlabor
7. BASIC GROUND-BORNE VIBRATION CONCEPTS
Chapter 7: Basic Ground-Borne Vibration Concepts 7-1 7. BASIC GROUND-BORNE VIBRATION CONCEPTS Ground-borne vibration can be a serious concern for nearby neighbors of a transit system route or maintenance
Technical Data Sheet: The Corrugated HC-Omega
Performance Structural Concrete Solutions, LLC P.O. Box 2377, Davidson, NC 28036-2377 P: 980-333-6414 info@pscs-llc.com www.pscs-llc.com Technical Data Sheet: The Omega Figure 1. Omega armor joint on grade.
Extruder NANO Machines Products
NORDIMPIANTI P R O D U C T S APPLICATIONS T U R N K E Y S E R V I C E G L O B A L Extruder NANO Machines Products Technology for the Precast and Prestressed Concrete Industry EXTRUDER NANO MACHINE PRODUCTS
Sound Insulation for Glass and Panel
SEMINAR ON TESTING AND CERTIFICATION OF GREEN CONSTRUCTION MATERIALS Sound Insulation for Glass and Panel Ir Dr CHONG Fan HIGHLIGHTS 1. Sound insulation of building construction 2. Sound insulation tests
Rainfall and impact noise measurements on metal roof tiles
Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek / Netherlands Organisation for Applied Scientific Research TNO report DGT-RPT-040015 Rainfall and impact noise measurements on metal
1562. Study on vibration reduction slab track and adjacent transition section in high-speed railway tunnel
1562. Study on vibration reduction slab track and adjacent transition section in high-speed railway tunnel Qingyuan Xu 1, Xiaoping Chen 2, Bin Yan 3, Wei Guo 4 School of Civil Engineering, Central South
CONNECTOR B L O C K S H E A R. Design for Composite Structural Action BLOCK SHEAR CONNECTOR APPLICATION. Airspace
B L O C K S H E A R CONNECTOR BLOCK SHEAR CONNECTOR APPLICATION Airspace Design for Composite Structural Action Exterior ashlar-type masonry veneer, typically of clay brick or concrete block masonry, are
NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017
SECTION 22 0548 - PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
INNOVATIVE SLAB TRACK CONCEPTS (generation, selection & design) March 15 th, FNTP - Paris
Amador Quintana Track engineer Capacity for Rail INNOVATIVE SLAB TRACK CONCEPTS March 15 th, FNTP - Paris v1 Contents: 1.- WHAT DO WE MEAN BY HIGH CAPACITY? 2.- OVERVIEW OF EXISTING SLAB TRACK SYSTEMS
POWER PRESSES. Vibration Control, Mounting and Levelling of: Power Presses APPLICATIONS. Presses come in various categories including:
APPLICATIONS AP-Industrial-Power Presses-3a Vibration Control, Mounting and Levelling of: POWER PRESSES Power Presses Presses come in various categories including: Mechanical Friction Press Brake Hydraulic
SOUND INSULATION DESIGN OF MODULAR CONSTRUCTION HOUSING
SOUND INSULATION DESIGN OF MODULAR CONSTRUCTION HOUSING D Yates L Hughes A Campbell Buro Happold Ltd, London, UK Buro Happold Ltd, Newcastle, UK WSP, Bristol, UK 1 INTRODUCTION This paper provides an insight
SECTION Motor Operated Horizontal Sliding Sound Control Door
SECTION 08 34 73 Motor Operated Horizontal Sliding Sound Control Door PART 1 GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including general and Supplementary Conditions
SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT
Page 230548-1 SECTION 230548 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,
SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. 1.2 SUMMARY A. This Section includes the
ADAPT-PT 2010 Tutorial Idealization of Design Strip in ADAPT-PT
ADAPT-PT 2010 Tutorial Idealization of Design Strip in ADAPT-PT Update: April 2010 Copyright ADAPT Corporation all rights reserved ADAPT-PT 2010-Tutorial- 1 Main Toolbar Menu Bar View Toolbar Structure
A PRODUCT FROM KANTAFLEX (INDIA) PVT LIMITED
ELASTOMERIC BRIDGE BEARING TO LATEST IRC: 83-015 (PART - II) Kanta System of Elastomeric bridge bearing is made out of Poly chloroprene rubber having low crystallization rates and adequate shelf life,
Vibration Isolation by Floating Slab Track Systems
Vibration Isolation by Floating Slab Track Systems Highly-Effective Noise and Vibration Isolation by Floating Slab Track Systems The GERB Floating Slab Track Systems EBS-element The Situation Today, rail-bound
NBT Presentation IRITS. 18 th February 2016
NBT Presentation IRITS 18 th February 2016 Agenda 1. Introduction / HSL Tracks context 2. NBT system presentation 3. Mock-up lab test 4. Construction process 5. Monitoring 6. Test section in Russia 7.
Tyre/Road Noise Characteristics of Several Asphalt Pavements
Tyre/Road Noise Characteristics of Several Asphalt Pavements H. Nakamura Research Institute, NIPPO Corporation, Shinagawa-ku, Tokyo, JAPAN T. Ihara Research Institute, NIPPO Corporation, Shinagawa-ku,
mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE
SECTION 1. mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE 1.1 Overview of AS 3600:2009 AS 3600:2009 is the latest Australian