Fire Pump Foundation
Fire Pumps Foundations
NFPA 20
(2013 edition) Section 6.4.3 states that centrifugal pumps shall be securely
attached to a solid foundation in such a way that proper pump shaft and driver
shaft alignment is ensured.
Foundation
shall be sufficiently substantial to form a permanent and rigid support for the
base plate (6.4.4). A substantial foundation is important to form a permanent
and rigid support for the base plate. The foundation, preferably made of
reinforced concrete, needs to be designed to adequately carry the loading of
the pump, driver, and other equipment (A.6.4.4)
The pump need
to be anchored to the foundation with foundation bolts to form a single
structural unit.
After the
pump has been properly secured to the foundation and proper alignment has been
verified, the pump may then be grouted to the foundation. The base plate should
be completely filled with grout, and it is desirable to grout the leveling
pieces, shims, or wedges in place. Foundation bolts should not be fully
tightened until the grout is hardened, usually about 48 hours after pouring.
Manufacturer
Recommendations and Notes:
Aurora
Pumps:
The
foundation should have a level surface and have sufficient mass to prevent
vibration and form a permanent rigid support for the unit. The most
satisfactory foundations are concrete with anchor bolts of adequate size
embedded in the foundation in pipe sleeves with an inside diameter 2½ times
larger than the bolt diameter. This
will allow final accurate positioning of the unit
Armstrong Pumps:
Foundation
should be sufficiently substantial to absorb any vibration and to form a
permanent, rigid support for the base plate. Foundation bolts of suitable size
should be embedded in the concrete located by a drawing or template. Place
pumping unit on foundation with wedges under base plate leaving approximately
3/4” space for grouting. Carefully level the unit by adjusting the wedges until
shafts of pump and driver are leveled, recreating factory alignment. Check coupling faces as well as suction and discharge
flanges of pump for horizontal or vertical position with a level. Slight misalignment at this point may be
corrected by adjusting the wedges
Xylem Pumps:
A pump should have adequate space for operation, maintenance, and
inspection. Sub Base mounted pumps are
normally grouted on a concrete foundation, which has been poured on a solid
footing. The foundation must be able to absorb any vibration and to form a
permanent, rigid support for the pumping unit.
The foundation must be of adequate strength to support the complete weight
of the pump, plus the weight of the liquid passing through it. A typical
installation will have bolts with a pipe sleeve 21/2 times the bolt diameter
embedded in the concrete, sized and located in accordance with the dimensions
given on the Pump Certified Outline Drawing, if provided. The pipe sleeve
allows movement for final positioning of the foundation bolts to conform to the
holes in the Sub Base flange.
Remove water and/or debris from anchor bolt holes/sleeves prior to
grouting. If the sleeve type bolts are being used, fill the sleeves with
packing or rags to prevent grout from entering. Carefully lower the Sub Base
onto the foundation bolts. Hand tighten the bolt nuts. Leveling the Sub Base
may be done by several methods.
When the pump is mounted directly on a structural steel frame, pumps
shall be located directly over, or as near as possible to the main building
members, beams, or walls. be bolted to the support to avoid distortion, prevent
vibration, and retain proper alignment. If a Sub Base is being bolted to a
structural steel foundation, or the Sub Base is not grouted to the concrete
foundation, use shims for leveling the plate
SPP Pumps:
A
foundation plinth should be constructed to support each pumpset on a floor area
free from expansion joints. These foundation plinths should be sufficiently
substantial to absorb vibrations and rigid enough to avoid any twisting or
misalignment. As a rough guide, they should be at least 12 inches wider than
the pumpset on all sides and weigh between 1 and 1.5 times the weight of the
pumpset. Plinths for fire pumps are recommended to have a minimum height of 300mm
but height should be sufficient to achieve the necessary weight and to accommodate
the pockets for fixing bolts. Foundation height may be calculated thus:
Use
a suitable concrete mixture by volume is 1:2:3 (Cement : Sand : Aggregate) with
a maximum 4.00 inches slump, and a 28 day compressive strength of 1,750 tonf/in2
The
foundation should be reinforced with layers of 6.00 inche square No.8 gauge steel
wire fabric, or equivalent, horizontally placed 6.00 inches apart. Foundation
concrete should be poured without interruption to within 1.00 inch of the finished
height.
The
top surface should be well scored and grooved before the concrete sets to
provide a bonding surface for the grout. The foundation should be allowed to
cure for several days before installation of the baseframe.
Foundation
Bolts: Two types of foundation bolts are normally used; either rag bolts set
into pre cast pockets in the plinth or, chemical anchor bolts for which pockets
are drilled into the plinth after casting
Patterson Pumps:
The
foundation should be sufficiently substantial to absorb vibration and to form a
permanent rigid support for the pump. Concrete is most widely used for
foundations. Before pouring a foundation, locate anchor bolts per the outline
drawing. Anchor bolts should be installed in sleeves twice the anchor bolt
diameter to allow for alignment with the holes in the soleplate or discharge
head. Allow for 3/4 inch to 1-1/2 inches of grout between foundation and
discharge head or soleplate. The top surface of the foundation should be
roughened to provide a good bond for the gro
LEVELING
THE UNIT: Position the unit so the
anchor bolts are aligned in the middle of the mounting holes in the base. Place
metal shims or metal wedges directly under the part of the base carrying the
greatest weight, and space them close enough to give uniform support and
stability. Adjust the metal shims or wedges until the top flange of the
discharge head is level. Tighten the foundation bolts snugly, but not too
firmly, and recheck the alignment before grouting.
Conclusions.
The best way to ensure the proper foundation of the
fire pump (skid mounted horizontal, end suction, turbine or in line style) is
with the assistance of the structural civil engineer. Taking care all the
equipment and slabs conditions.
In general, a pump should be mounted on a required baseplate supported by a reinforced concrete foundation. It is also necessary to
properly connect the pump to the system by accurately aligning it to the piping
system, as well as the driving motor.
The concrete foundation must be substantial enough
to absorb any vibration and form a permanent rigid support for the baseplate. A frequently used
rule of thumb is that the foundation should be about two to three times the
weight of the pump/motor assembly and approximately 6″ longer and wider than
the skid baseplate.
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