Vibration Isolation for Assembly Space HVAC Equipment
Overview
Vibration isolation represents a critical component of acoustic control in assembly spaces, where structure-borne noise transmission from HVAC equipment can compromise performance even when airborne noise is adequately controlled. HVAC equipment generates vibration through rotating components (fans, motors, compressors) and fluid turbulence, which transmits through structural connections to building elements that radiate sound into occupied spaces.
Effective isolation requires reducing the vibration transmission from equipment to supporting structure by 90-99%, achieved through properly selected and installed resilient mounts that create a mechanical discontinuity between the vibrating source and the receiver. This section provides the technical foundation for isolation system design in the demanding acoustic environment of theaters, concert halls, and auditoriums.
Fundamental Isolation Principles
Transmissibility and Isolation Efficiency
Transmissibility (T) quantifies the ratio of force transmitted through isolators to the disturbing force generated by equipment. The single-degree-of-freedom model provides the governing relationship:
$$T = \frac{1}{\sqrt{(1 - r^2)^2 + (2\zeta r)^2}}$$
Where:
- T = transmissibility (dimensionless ratio)
- r = frequency ratio = f/f_n (operating frequency / natural frequency)
- ζ = damping ratio (typically 0.05-0.10 for steel springs)
- f = disturbing frequency (Hz)
- f_n = natural frequency of isolated system (Hz)
Isolation efficiency (IE) expresses the percentage reduction in transmitted force:
$$IE = \left(1 - T\right) \times 100%$$
For effective isolation, the frequency ratio must exceed √2 (r > 1.414), beyond which transmissibility falls below unity and actual isolation occurs. Assembly space applications typically require r ≥ 3-5 for isolation efficiency of 90-95%.
Natural Frequency Requirements
The isolated system natural frequency determines isolation performance across the operating frequency range. The natural frequency depends on static deflection:
$$f_n = \frac{3.13}{\sqrt{\delta_{st}}}$$
Where:
- f_n = natural frequency (Hz)
- δ_st = static deflection (inches)
This relationship shows the inverse square root dependence: doubling static deflection reduces natural frequency by 29%.
| Static Deflection | Natural Frequency | Typical Application |
|---|---|---|
| 0.25 in | 6.3 Hz | Light equipment, roof-mounted units |
| 0.50 in | 4.4 Hz | Medium equipment, air handlers |
| 1.0 in | 3.1 Hz | Heavy equipment, large fans |
| 1.5 in | 2.6 Hz | Assembly space equipment, chillers |
| 2.0 in | 2.2 Hz | Critical acoustic applications |
For assembly spaces (NC 15-25), specify isolators providing 1.5-2.0 inches static deflection to achieve natural frequencies of 2.2-2.6 Hz. This provides adequate isolation at typical fan speeds (600-1800 RPM = 10-30 Hz).
Isolation Performance Analysis
Frequency Ratio Calculation
Calculate the frequency ratio for each significant disturbing frequency to verify isolation performance:
Example Calculation:
- Equipment: Supply fan, 1200 RPM direct drive
- Isolator: 1.5 in static deflection springs
- Operating frequency: f = 1200 RPM ÷ 60 = 20 Hz
- Natural frequency: f_n = 3.13 / √1.5 = 2.56 Hz
- Frequency ratio: r = 20 / 2.56 = 7.81
- Transmissibility: T = 1 / √[(1 - 7.81²)² + (2 × 0.05 × 7.81)²] = 0.017
- Isolation efficiency: IE = (1 - 0.017) × 100% = 98.3%
This configuration provides excellent isolation, transmitting only 1.7% of the disturbing force to the structure.
Multi-Frequency Considerations
HVAC equipment generates vibration at multiple frequencies:
- Fundamental frequency - Fan/motor RPM
- Blade pass frequency - RPM × number of blades
- Belt frequencies - For belt-drive configurations
- Motor slip frequency - For induction motors
Evaluate transmissibility at each significant frequency, particularly blade pass frequency which often dominates the vibration spectrum for centrifugal fans.
Vibration Isolation System Components
graph TB
subgraph "Complete Vibration Isolation System"
A[HVAC Equipment] -->|Mounted on| B[Inertia Base]
B -->|Supported by| C[Spring Isolators]
C -->|Rest on| D[Structural Support]
A -.->|Flexible| E[Duct Connections]
A -.->|Flexible| F[Pipe Connections]
G[Seismic Restraints] -.->|Limit Movement| B
H[Snubbers] -.->|Prevent Overtravel| C
style A fill:#e1f5ff
style B fill:#fff4e1
style C fill:#ffe1e1
style D fill:#e1ffe1
style E fill:#f0f0f0
style F fill:#f0f0f0
style G fill:#ffe1f5
style H fill:#ffe1f5
end
subgraph "Force Path"
I[Vibration Source] -->|Attenuated by| J[Resilient Element]
J -->|Reduced Force| K[Building Structure]
K -->|Minimal Radiation| L[Occupied Space]
end
Inertia Base Requirements
Inertia bases provide a rigid platform that:
- Distributes equipment weight evenly across multiple isolators
- Increases total system mass to lower natural frequency
- Prevents rocking modes in equipment with high center of gravity
- Provides consistent support for equipment components
Specify structural steel inertia bases for:
- Equipment with length/width exceeding 6 feet
- Equipment with operating speed above 1000 RPM
- Equipment weight exceeding 1000 lbs
- All equipment in NC 15-20 spaces
Base thickness typically ranges from 4-8 inches depending on equipment weight and rigidity requirements.
Isolator Types and Selection
| Isolator Type | Deflection Range | Damping | Applications | Advantages | Limitations |
|---|---|---|---|---|---|
| Neoprene pads | 0.1-0.3 in | High (0.15-0.20) | Small fans, pumps | Low cost, simple installation | Limited deflection, moderate isolation |
| Rubber-in-shear | 0.2-0.5 in | Moderate (0.10-0.15) | Roof curb mounted equipment | Weather resistant, stable | Degradation over time |
| Restrained spring | 1.0-4.0 in | Low (0.05-0.10) | Large equipment, assembly spaces | High performance, adjustable | Higher cost, requires housing |
| Air springs | 2.0-6.0 in | Variable | Ultra-critical applications | Excellent isolation, tunable | Complex, maintenance required |
| Combination spring-neoprene | 1.0-2.0 in | Moderate (0.10) | General assembly applications | Good performance, built-in limiting | Moderate cost |
For assembly space applications, restrained spring isolators provide optimal performance. Select isolators with:
- Free-standing or housed steel springs
- Neoprene or elastomeric acoustical pads between base and structure
- Vertical and horizontal restraints for seismic compliance
- Corrosion-resistant finish for longevity
- Minimum 50% additional capacity beyond static load
Flexible Connections
Flexible duct and pipe connections prevent vibration transmission through connected systems:
Duct Connections:
- Canvas or neoprene-coated fabric, minimum 10 oz/yd²
- Length: 8-12 inches for adequate flexibility
- Wire reinforcement for negative pressure applications
- Pressure/velocity class matching duct system rating
Pipe Connections:
- Braided stainless steel flexible connectors for water systems
- Rubber expansion joints for larger piping (>3 inches)
- Length: 12-18 inches or 8-10 pipe diameters
- Pressure rating 1.5× system operating pressure
- Control rods to prevent over-extension
Isolator Selection Methodology
Step 1: Determine Equipment Operating Characteristics
Document the following for each piece of equipment:
- Total operating weight (equipment + base + accessories)
- Operating speed (RPM) and disturbing frequencies
- Equipment configuration (dimensions, center of gravity)
- Foundation type (concrete slab, structural steel, roof structure)
Step 2: Establish Acoustic Criteria
Based on space requirements:
- NC 15-20: 1.5-2.0 in deflection, f_n ≤ 2.6 Hz
- NC 20-25: 1.0-1.5 in deflection, f_n ≤ 3.1 Hz
- NC 25-30: 0.75-1.0 in deflection, f_n ≤ 3.6 Hz
Step 3: Calculate Required Spring Deflection
Target frequency ratio r ≥ 4 for assembly applications:
$$\delta_{st} = \left(\frac{3.13 \times r}{f}\right)^2$$
Where f represents the lowest disturbing frequency (typically fundamental RPM/60).
Step 4: Select Number and Arrangement of Isolators
Distribute isolators to:
- Support equipment center of gravity
- Prevent rocking (minimum 4 isolators)
- Maintain accessibility for maintenance
- Provide uniform load distribution (±10% variance)
Typical arrangements:
- 4 isolators: Rectangular equipment, 1 per corner
- 6 isolators: Long equipment (L/W > 2), additional mid-span support
- 8+ isolators: Heavy equipment (>5000 lbs), multiple rows
Step 5: Verify Load Capacity
Calculate load per isolator accounting for weight distribution:
$$W_{isolator} = \frac{W_{total}}{N_{isolators}} \times DF$$
Where:
- W_total = equipment + base + accessory weight
- N_isolators = number of isolators
- DF = distribution factor (1.25-1.50 for unequal distribution)
Select isolators with rated capacity ≥ 1.5 × calculated load to ensure proper deflection and allow for load variations.
Seismic and Wind Restraint Coordination
Restraint System Requirements
Vibration isolation systems require lateral restraints to prevent damage during seismic events or high wind conditions. The restraint system must:
- Allow normal vibration isolation during operation
- Engage during seismic excitation (acceleration > 0.1g)
- Provide restoring force to prevent isolator overtravel
- Coordinate with building seismic design category
For assembly spaces, specify:
- Built-in seismic snubbers on all spring isolators
- All-directional restraint (horizontal and vertical)
- Clearance gap: 1/4 - 1/2 inch for normal operation
- Restraint capacity: 2× equipment weight laterally, 1× weight uplift
Seismic Snubber Types
| Type | Operation | Applications | Advantages |
|---|---|---|---|
| Elastomeric | Compressed during excitation | Light equipment (<500 lbs) | Simple, low cost |
| Mechanical stop | Rigid engagement at travel limit | Medium equipment (500-2000 lbs) | Positive stop, reliable |
| Cable restraint | Tension at deflection limit | Heavy equipment (>2000 lbs) | Adjustable, multi-directional |
| Integrated housing | Combined isolation/restraint | All assembly space applications | Coordinated design, certified |
Consult structural engineer for equipment in Seismic Design Categories D-F or equipment importance factor > 1.0.
Installation and Commissioning
Critical Installation Details
Proper installation ensures design performance:
- Level mounting surface - Within 1/8 inch over isolator spacing
- Isolator alignment - Vertical load path through isolator centerline
- Uniform deflection - Verify all isolators deflect within ±10% of calculated value
- Clearance verification - Minimum 1 inch clearance around flexible connections
- Anchor verification - Torque anchor bolts to manufacturer specifications
Deflection Verification
After installation and equipment startup:
- Measure actual static deflection at each isolator location
- Compare to design deflection (target ± 15%)
- Adjust spring preload if deflection exceeds tolerance
- Document final deflection values for operational records
Performance Testing
For critical assembly spaces (NC 15-20), consider vibration testing:
- Measure vibration at equipment mounting points (accelerometer)
- Measure vibration at structure interface points
- Calculate actual transmissibility: T = V_structure / V_equipment
- Verify isolation efficiency meets design criteria (>90%)
Common Design Errors
Inadequate Static Deflection
Specifying isolators with insufficient deflection remains the most common error. The misconception that “some isolation is better than none” fails at low frequency ratios where transmissibility can exceed unity, amplifying rather than reducing transmitted vibration.
Solution: Always verify frequency ratio ≥ 3 at lowest operating speed.
Rigid Connections
Installing flexible duct/pipe connections defeats isolation. Even small rigid connections (electrical conduit, control wiring) can create flanking paths for vibration transmission.
Solution: Use flexible connections for all duct, pipe, and electrical connections within 10 feet of isolated equipment.
Inadequate Inertia Base
Mounting equipment directly on isolators without an inertia base allows rocking modes and uneven load distribution.
Solution: Specify structural steel inertia bases for all equipment in assembly spaces.
Improper Isolator Selection
Selecting isolators based solely on load capacity without considering deflection requirements.
Solution: Select based on required static deflection first, then verify load capacity.
Integration with Building Structure
Structural Coordination
Coordinate isolation system with structural design:
- Verify floor/roof structure can accommodate isolator loads without excessive deflection
- Confirm structural natural frequency exceeds 8 Hz to prevent resonance
- Provide structural reinforcement for concentrated isolator loads
- Detail housekeeping pads or equipment pads at each isolator location
Equipment Room Design
Design mechanical equipment rooms to minimize noise radiation:
- Locate rooms away from assembly spaces (minimum 50 ft horizontal separation)
- Specify concrete or CMU construction (minimum 8-inch thickness)
- Provide acoustical treatment on interior surfaces
- Use solid-core acoustically rated doors with seals
Conclusion
Vibration isolation for assembly space HVAC equipment requires careful attention to natural frequency selection, isolator specification, and installation details. Target static deflections of 1.5-2.0 inches provide natural frequencies of 2.2-2.6 Hz, yielding isolation efficiency exceeding 95% at typical fan operating speeds. Coordinate isolation design with seismic restraints, verify installation deflections, and ensure all connections include proper flexible elements. When properly designed and installed, vibration isolation systems prevent structure-borne noise transmission that would otherwise compromise the stringent acoustic requirements of theaters, concert halls, and auditoriums.
Refer to ASHRAE Handbook—HVAC Applications, Chapter 49 (Noise and Vibration Control) for detailed design procedures and manufacturer catalogs for specific isolator performance data. Consult ASHRAE Handbook—Fundamentals, Chapter 8 (Sound and Vibration) for underlying vibration theory and transmission principles.