Upload
others
View
2
Download
0
Embed Size (px)
Citation preview
Floor vibration evaluations for medical facilities
Chad Himmel, PEChad Himmel, PEAssociate Engineer, Associate Engineer, JEAJEACOUSTICSCOUSTICS
EENGINEEREDNGINEERED VVIBRATIONIBRATION AACOUSTIC &COUSTIC & NNOISEOISE SSOLUTIONSOLUTIONS
Structural Vibration Disturbance
• Vibrating, rotating building systems equipment• Indoor foot traffic• Occupant activity• Occupant equipment• Vehicle traffic (speed bumps)• Building wind loads
Equipment causing structural vibration disturbance
• Centrifuges & shakers• Freezer & refrigerator
compressors• Glasswash & sterilization
equipment• MEP, HVAC and central
plant equipment– Fans– Chillers & pumps– Transformers
Structural Vibration Sensitivity
• Offices, patient rooms, meeting rooms, lecture halls• Operating rooms
and equipment
• Microscopes• Radiological imaging & research equipment• Magnetic resonance imaging equipment• Nanoscale research imaging equipment
Generic Criteria
• Colin G. Gordon, “Generic Criteria for Vibration-Sensitive Equipment”, Proceedings ofInternational Society for Optical Engineering (SPIE), Vol. 1619, San Jose, CA, November 4-6, 1991, pp. 71-85
Case #1Eye Clinic - Laser Surgery Room
• New construction• Pier & beam system• W12x22 beams• Steel channel joists @
24” o.c.• Plywood subfloor• “Bouncy”
Case #2Biomedical Research Facility
• Space planning• New building with
structure identical to existing building
• NMR spectroscopy equipment planned
• Centrifuges, shakers & ambient vibration
• Lab users reported occasional “streaks” in spectrometer imaging, but mostly “okay” performance
VC-C (approximated)
Mfr. Criteria
Case #3 - Proposed MRI Suite
• New platform above existing slab is proposed
• Platform stiffness can be “made to order”
• Existing floor slab cannot support weight of proposed MRI equipment
• Occupied space below precludes structural reinforcement from below
MRI #1 MRI #2Control Rooms
#1 #2
Structural FloorMRI Platform
Structure (above)
Pre-Design Evaluation Measurements
• Ambient vibration measurements on existing suspended structural floor slab:– 3 mutually perpendicular axes (X, Y & Z)– Narrow band (1/8 – 1.5 Hz)– 1/3 octave band– Long duration (3 minutes)
• Structural response to heel drop impact to determine apparent structural resonant frequency– Vertical axis only– Narrow band (1/8 – 1.5 Hz)– Short duration (10 seconds)
Existing ConditionAmbient Measurement Results
• Peak disturbance frequencies: 9.5, 15, 19, 23-24 and 29 Hz• Disturbance correlates with 19 Hz apparent resonance
Vibration Control Recommendations
Plan Section
• Control room bay dissimilar to magnet bay– Internal de-tuning to reduce operator disturbance
• Very stiff perimeter elements and beams– Minimize deflection and platform shape distortion
Noise Control Recommendations
• Partition Design– Perimeter framing decoupled from platform slab– Internal partitions not tied to building structure
Structural Design Implementation
• Structural engineer performed Murray “walker” analysis and dynamic analysis to confirm resonant frequency
• Joist spacing (MRI Rooms ≠ Control Rooms) and edge stiffening
Post-Construction Measurements
• Intent: confirm compliance with criteria• Scheduled before facility occupation and
equipment installation to allow for corrections, if necessary
• With unloaded, undamped floor• With weight-loaded simulation--weights stacked
on floor at magnet location
Vibration Measurement Results
• Amplitude was not reduced
• Peaks were shifted to meet specific criteria
Post-Occupancy Evaluation
• Equipmentmanufacturers’commissioning– vibration– noise
• Users’ evaluation– image quality– noise & vibration
Acknowledgements
• Baylor College of Medicine– Human Neuroimaging Lab: Read Montague– Facilities Design & Construction: Philip Dee
• Page Southerland Page, Architects: Scott Tucker, AIA
• OmniPLAN Architects: Key Kolb, AIA
• Walter P. Moore, Structural Engineers: Ram Gupta, PE
• Atkinson Engineering: Tim Atkinson, PE
• Siemens Medical Systems: David Draeger
• JEAcoustics: Jack Evans, PE and Daniel Kupersztoch