A Shot of Vib Isolation

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    A SHOT OF ISOLATION TO PREVENT AN

    OUTBREAK OF VIBRATION

    Presented By:

    Robert Simmons, PE

    ASHRAE 2006 Winter Meeting, Chicago

    Seminar 11

    AMBER/BOOTH COMPANY

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    STRUCTURE BORNE VIBRATIONINDUCED BY MACHINERY

    OBJECTIONABLE

    VIBRATION TRANSMITTED

    THROUGH STRUCTURE

    COOLINGTOWER

    Vibration interferes with precision equipment

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    Components of Vibration Transmission

    Machinery Generating Vibration

    F Cooling Towers, Motors, Fans, Pumps, AHU, Water flow,

    etc....F PipingF Large and small

    Medium Through Which Vibration is Transmitted

    F Most bldg. components (floors, beams, columns, walls, etc)F Pipe

    F Resonant conditions can amplify the vibration

    F An isolation systemmust be used to block the path

    The OccupantF Building owners and tenants demand for comfortable work

    space. Quality of workplace affects worker production

    F Quality of classroom affects student learning

    F High - tech equipment in hospitals or micro-electronic

    RECEIVER

    PATH

    SOURCE

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    Sou rce Vs. Receiver

    VIBRATION SOURCE IS 10 TO 1000 TIMES ACCEPTABLE LEVELS

    High tech. receiver can onlytolerate 0.00013 to 0.006 in./sec

    Rotating equipment createsvibration from 0.08 to 0.2 in./sec

    Mechanical Source

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    A VIBRATION ISOLATION SYSTEM CUTS OFF THE TRANSMISSIONPATH AND PREVENTS VIBRATION PROBLEMS

    A PENNY OF PREVENTION IS WORTH A POUND OF CURE

    NO STRUCTURE BORNE VIBRATION

    NO OBJECTIONABLE

    VIBRATION TRANSMITTEDTHROUGH STRUCTURE

    COOLINGTOWER

    SPRING ISOLATION BASE

    SPRING ISOLATION FOR PIPE

    ISOLATED CONCRETE INERTIA BASE

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    KEYS TO PRESCRIBING AN EFFECTIVE

    ISOLATION SYSTEM

    F DETERMINE HOW MUCH ISOLATION IS REQUIRED

    How much static deflection is required to eliminate source vibration

    Greater deflection = Greater Isolation

    F ISOLATOR TYPE

    Spring, Elastomeric, Air spring

    F LOCATION & SUBSTRUCTURESlab on grade, Non-sensitive area

    Upper level (10-30span), Sensitive areaCritical area (30-40span), Lightweight / Flexible construction

    F SUPPORT METHOD

    Floor mount, HangingPoint load, Base, Rail, Concrete Inertia Block

    Wind and Seismic Restraint

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    1st Determine the vibration frequency

    Frequency(fd) = RPM/60 = cycles/sec (cps)

    = Hertz (Hz)

    Mechanical Source

    1 CYCLE

    RPM

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    2nd Determine the isolator natural frequency

    Isolator Natural Frequency

    F More deflection giveslower natural frequency

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    Prescribe a low isolator natural frequency to rid

    the equipment vibration

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    Vibration Transmissibility Curve

    FT = Transmissibility - Thefraction of vibration that

    transmits through isolatorsto structureFResonance = The range of

    fd/fn where vibration isamplified

    FT = 1/[1- (fd/fn)2 ]Lower natural frequency

    giveslower transmissibility

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    Transmissibility Quick Reference Chart

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    Isolators Types

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    How much iso lat ion can be expected fo r

    each type?

    ISOLATOR

    TYPE

    STATIC

    DEFLECION

    (IN)

    NATURAL

    FREQUENCY

    (CPM) (1)

    350 500 650 800 1000 1200 1750 3600

    2.5 119 13.07% 6.00% 3.47% 2.26% 1.44% 0.99% 0.46% 0.11%

    1.5 154 ---- ---- 5.95% 3.85% 2.43% 1.67% 0.78% 0.18%

    0.75 217 ---- ---- ---- 7.94% 4.94% 3.38% 1.56% 0.36%

    0.5 375 ---- ---- ---- ---- ---- 10.82% 4.81% 1.10%

    0.375 430 ---- ---- ---- ---- ---- ---- 6.43% 1.45%

    ELASTOMERIC

    PAD0.15 680 ---- ---- ---- ---- ---- ---- ---- 3.70%

    NOTES:

    1). Theoretical natural frequencies and transmissibility for elastomers have been adjusted for average inherent dampening.Note that the actual properties of elastomers may vary considerably. Elastomeric isolator manufacturing should be consulted.

    2). Applies to open or housed spring. Housed springs must have sufficient clearance to avoid "short out" of spring.

    TABLE 1- TYPICAL TRANSMISSIBILITIES FOR DIFFERENT ISOLATORS

    ELASTOMERIC

    MOUNT

    PERCENT TRANSMISSION FOR DISTURBING

    FREQUENCIES (CPM)(1)

    STEEL SPRING (2)

    Design Transmission for Critical:

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    Effect of location and substructure

    POOR

    BETTER

    BEST

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    ASHRAE

    APPLICATIONS

    HANDBOOK

    CHAPTER 47

    SELECTION GUIDE

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    TYPICAL APPLICATIONS AND

    CASE STUDIES

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    Open spring isolator for AHU: 1-1/2 deflection

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    Open spr ing appl icat ion w ith angle base

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    T-shape base to support pipe elbows

    Compressor with large unbalanced forces

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    Compressor with large unbalanced forces

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    Typical Cooling Tower Isolation

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    RESTRAINED SPRING ISOLATORS

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    Chiller

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    Iso lated Pipe

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    Typical Pipe Hangers

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    Combination Spring/Elastomeric Hanger

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    Suspended Equipment

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    Angularity hangers allow misalignment

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    Riser Pipe Suppo rt

    R ft U it

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    Rooftop Units

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    Isolation rail for roof curb

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    Case 1: Failed instal lat ion on roof of hosp ital with no isolat ion

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    Case 1: Successfu l retrof i t solv ed noise problem. RETROFITCOST EXTRA $10,000

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    Case 2: Successful retrof i t solved operat ing room prob lem.

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    Case 3: Successful retrof i t solved laser lab p roblem .

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    Case 4: Successful retrofit solved building glass vibration problem.

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    SUMMARY

    Vibration is a real problem in todays hospital

    and high tech industries.

    Prescribe the proper isolation to prevent

    vibration interference with important equipment.

    A PENNY OF PREVENTION IS WORTH A POUND OF CURE