STRUCTURAL INSULATED PANELS
This information provided by SIPA - Structural Insulated Panel
Association http://www.sips.org
Strength and Energy Performance Properties of Foam-Core Sandwich Panels
INTRODUCTION
The structural insulated panel (SIP) is emerging as a unique
alternative building technology for building envelope construction. It provides
efficient solutions to such concerns as energy efficiency and dwindling natural
resources.
SIP technology is not new. It was used in residential construction
as early as 1952, when Alden B. Dow, son of the founder of the Dow Chemical
Company, began designing SIP homes. The first of these was built in Midland,
Michigan that year, using foam-core SIPs for exterior walls, interior
partitions, and roofs. They are still occupied today.
According to a recent study prepared for the Structural Insulated
Panel Association (SIPA), SIP production in the US in 1991 was 15-million
square feet, equivalent to all the walls and roofs in about 4,000 homes.
According to the study, this rate is expected to grow to levels ranging from
50- to 112-million square feet by the year 2000, depending on the
aggressiveness with which the industry markets its products. SIP technology is
a viable alternative to conventional "stick-built" systems, offering
excellent strength and structural performance, and superior energy efficiency
and environmental attributes.
MANUFACTURE OF SIPs
Although product types vary in the industry, the common
characteristic of all SIPs are two exterior skins adhered to a rigid plastic
foam core. Panels are available in a variety of sizes and thicknesses depending
on application requirements, from two inches to twelve inches thick, and in
sizes from the standard four feet by eight feet to eight feet by twenty-four
feet. This is ideal for their primary application: the exterior walls and roofs
of low-rise residential and commercial buildings.
The skins of a panel can be of the same or differing materials. The
faces most commonly used are oriented strand board (OSB), waferboard, plywood,
sheet metal, and gypsum board. The rigid foam cores are composed of expanded
polystyrene (EPS), extruded polystyrene (XPS) or polyurethanes or
polyisocyanurates. Expanded polystyrene is most commonly used because of its
low cost. However, EPS cores must be made thicker to be equivalent to the
higher insulating properties of other foams.
SIPS are factory fabricated under controlled conditions, usually
subject to a continuous program for quality control and supervision.
Manufacturing techniques vary among companies. However, two assembly processes
are most prevalent; adhesive-bonding and foam-in-place.
Adhesive-bonding is achieved through the application of a
structural-grade adhesive to both sides of the unfaced, pre-formed foam core.
After the adhesive is applied, the rigid foam core is placed on top of a clean
sheet of facing material and the second panel is positioned on the opposite
side of the insulation core. Pressure is applied to the newly formed panel for
some duration. Panels are them set aside until the adhesive has completely
cured - about 24 hours.
With the foam-in-place method, the facing boards are held apart by
panel framing or specially-made spacers. The chemical components of the foam
core, together with a blowing agent, are combined and forced between the braced
skins. The expanded insulation material forms a bond with the facing material
without the use of any adhesives.
SIP CONSTRUCTION
Panels are used in construction either as "generic
panels" or as parts of a "Packaged unit" (Fig.5). Generic panels
are produced in varying thicknesses and with different material combinations,
but in standard sizes, such as 4-feet x 8-feet. Each panel has explicit
physical properties and strength characteristics and the manufacturer sells
them to builders and others without knowledge of the end application. This is
similar to the sale of plywood panels to builders, who are informed of their
strength and properties by the manufacturer's load tables and other standards.
It is the builder's responsibility to cut the plywood panels and install them
properly in buildings.
A packaged unit is quite different. The plans of the entire
building are analyzed and panels are specifically designed for each wall, roof
or other application. the manufacturer, often with CAD-generated shop drawings,
can pre-cut each panel to precise dimensions, with cut-outs for window or door
openings. Edges, angles, and all other complex configurations can be cut in the
factory.
Then, all the panels required for an entire building are packaged
and shipped to the construction site. This could easily be a great distance,
although it is likely that sources of panel production or distribution are
locally available to most builders.
Panels are light in weight, generally under 4 pounds per square
foot of panel (41/2 inches thick), and most are hand-installed. This is
particularly true for walls. Panels also may be lifted into position by crane,
hoist or other equipment. Cranes are particularly useful in setting roof
panels, or lifting bundles of panels to upper floors. SIP walls and roofs are
erected quickly and made weathertight very early in the construction sequence.
The exterior finishes of walls, applied to OSB or other sheathing,
can include the entire array of available materials (e.g. siding, brick,
stucco). Sloping roof panels can be finished with shingles, tile, metal or
other material.
Most national and local building codes readily accept SIPs for
their strength and energy performance properties, provided manufacturers can
produce documentation to verify that panels meet structural and quality control
requirements for their intended application. Builders and designers should
check with the manufacturer for specific compliance with applicable building
codes.
It is important to recognize the qualitative superiority of SIP
construction. Builders have consistently argued that SIPs can result in
dramatically improved on-site construction quality and workmanship. Because the
structural "frame" and the thermal envelop are one and the same,
supervision and coordination of trades are simplified. And, once the shell is
installed, early in the construction sequence, it provides a more secure
envelope against vandalism, abuse and break-ins.
SIP STRENGTH CHARACTERISTICS
Walls
SIPs are capable of sustaining loads
typically imposed on walls, floors, roofs and other load-bearing elements. They
are essentially stressed skin panels; the cores of rigid plastic foam provide
shear strength, and the exterior skins of structural materials provide tensile
and compressive strength. A panel's structural composition can be compared to
that of an I-beam. The panel skins are analogous to the flanges of an I-beam
while the foam core is comparable to its web. The complete assembly, with
exterior and interior faces properly laminated to the foam core, allows for a
system that is structurally superior to conventional stud frame structures.
Axial Loading
Panels used for exterior walls are
load bearing and can be used to form the entire wall (or they can be applied to
framing as non-structural exterior insulative cladding or as a curtain wall). A
load-bearing wall panel has superior axial load-bearing capacity; i.e., the
strength to support vertical loads from the roof or floor above. A conventional
framed wall is designed to support these vertical loads only through its studs.
The exterior sheathing, if plywood, provides no contribution because it must
have gaps between sheets and is not continuous. Other forms of sheathing are
also discounted for the same reason. On the other hand, the SIP's sheathing can
use all its capacity to support vertical loads because it is prevented from
buckling by continuous reinforcement by foam core.
Racking Resistance
The uniform, consistent composition
of a SIP, with supportive sheathing on both sides of the core, is superior to a
frame wall in racking resistance. The SIP's sheathing is adhered to the foam
core over the entirety of the panel and edges are fixed to splines, which
results in the development of excellent racking resistance. This characteristic
is an important attribute for resisting earthquake and hurricane forces.
Local Loads
SIPs exhibit other superior
structural/strength characteristics. They are highly resistant to local
loading. This is evident when one "thumps" a wall panel. The SIP will
exhibit a uniform solid sound across the whole panel, whereas the frame wall
will sound hollow between studs. This means that fasteners with proper anchors
for railings, cabinets, fixtures, wall-mounted brackets, etc. can occur
anywhere in a SIP wall, but only at studs or other reinforced locations in
frame walls.
Bucking
A SIP wall has great resistance
against buckling and bending when compared to equivalent conventional stud
construction. This means that a taller wall can be built without increasing
wall thickness, or that a wall can resist greater perpendicular loads from such
forces as hurricanes.
Roofs
The structural superiority of SIPs is
as beneficial in their roof applications as when they are used for walls. Flat
or sloping roof panels can be stand-alone structures, like wall panels, or can
span between framing members, like rafters. When they form a sloping roof they
naturally create a cathedral ceiling on the interior. In bending, the thickness
of the foam core, together with its shear strength and its bonding to
sheathing, dictate and limit the spanning distance. Similarly, the depth of
rafters limits conventional roof spans.
Bending Strength
The horizontal loads imposed on
buildings, by earthquakes or extreme winds, can be effectively resisted by the
roof acting as a diaphragm. This two-dimensional structural continuity provides
as well rigidity and stability to the building as well as creating an
uninterrupted layer over supporting beams or bearing strength necessary to
withstand live (snow) and dead )roofing and equipment) loads, they usually can
span freely from the ridge beams or purlins. If greater rigidity is required,
SIPs may be manufactured with increased bending strengths and reduced
deflection.
In addition to wall and roof panels, SIPs can
be used for floors and foundation walls when designed for these specialized
applications.
CONNECTIONS AND JOINTS
SIP strength characteristics are able
to provide superior building performance partly because of tight connections at
the joints between panels, as well as the connections between panels and such
other adjacent structural elements as beams, purlins, and columns.
There are several common wall panel
connection methods used by SIP manufacturers today. A conventional approach
involves fitting a 2x4, 2x6, or larger "two-by" (2x) spline having
the same depth as the foam core, between panels and securing it to the facing
material. Each panel edge is prerouted to fit half of the width of each spline.
The 2x splines use readily available lumber and provide stability. With the
double 2x connection approach, the splines themselves bear the building loads.
This makes the system, with appropriate headers installed, a cohesive
post-and-beam structure.
The thin spline approach involves fitting two
thin splines. approximately 1/2-inch to 3/4-inch thick by three to four inches
wide, laterally into pre-routed groves in each panel edge. Each spline is
usually double glued, stapled or nailed, and caulked at the seam between
panels.
Other approaches include using:
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A pre-manufactured, laminated, thermally broken spline
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A pre-manufactured locking are built into each panel, or
-
A roll-formed steel joint.
No single connection method has proven
superiority over others. Each one has its own merits. Individual panel
manufacturers recommend the method that is most suitable for their system.
OPENINGS AND INSERTS
Rough openings for doors and windows
can be pre-cut at the factory or easily cut on site. Headers must be installed
for window or door openings of more than four to six feet and can usually be
eliminated for smaller openings. The normal technique consists of routing out
approximately 1 1/2 inches of foam around the perimeter of all rough openings
for 2x framing installation. The framing works effectively as a mailing
surface. When nailed to panels above rough openings, the framing let into the
panel adds to the box beam effect.
To accommodate electrical wiring, most panels
come equipped with pre-routed electrical wiring chases. These chases create a
network of cored-out space through which wiring can be run from the building
exterior or basement up through walls and floors to the attic. Wiring chases
are pre-drilled vertically at panel edges or horizontally at pro-determined
locations above the finished floor. Receptacle outlets and switch boxes are
usually attached to the interior facing material.
ENERGY EFFICIENCY
The foam plastic core of a SIP
provides its insulating properties. Depending on the type of foam used (e.g.,
EPS, XPS, polyurethane or isocyanurate), R-values are in the range of
approximately 4 to 7 per inch of foam thickness. This results in superior
energy performance characteristics in walls and roofs. For example, a 4 1/2
inch thick SIP wall is often used as a substitute for a 2 x 4 stud wall, also 4
1/2 inches thick overall. Both have 3 1/2 inches of insulation. The SIP wall
has insulation R-values in the range of 14 to 25, whereas the stud wall with
fiberglass or mineral wool only has R-values of 11 to 15.
The overall R-value of the stud wall must
then be downgraded to take into account the part of its are taken up by
framing, where there is no insulation. This is significant - 15 to 18 percent.
The core of a SIP, which usually has no stiffeners between splines is filled
entirely with rigid foam. Moreover, when compared to stick-built structures
SIPs have fewer gaps, less settling or compression, less moisture absorption or
dust saturation and fewer cavities that permit convection or air circulation.
All these characteristics would reduce insulation performance.
The results are evident in both quantified
and empirical data. For example, the overall R-value of a conventional wall
with 2 x 4 studs and 3 1/2 inches of R-13 fiberglass, as indicated in the
Thermal envelope compliance guide to the Model energy code, is R-13.1. An
equivalent SIP wall with 3 1/2 inches of extruded polystyrene foam (R-value =
17.5) is R-20.
But these quantified figures do not tell the
entire story. In the real world SIPs appear to outperform the conduction
resistance of conventional walls even if they are assumed to be the same in
R-values. This may be due to the differences items that are not included in
R-value calculations, like gaps, moisture, dust, settling and others.
This was clearly illustrated in a recent
field test conducted by the Florida Solar Energy Center (FSEC) under
sponsorship of the US Department of Energy. Two identical houses were build
side by side in Louisville, Kentucky. They were built simultaneously by the
same builder. One had conventional framing, the other was built with SIPs.
However, wall and roof thicknesses were adjusted so that both had the same
calculated R-valued. Both houses were monitored for heat loss performance, and
SIP house dramatically outperformed the frame house. More importantly, efforts
to forecast seasonal heating energy savings showed a 14 to 20 percent savings
for the SIP house in Kentucky's climate. In the published report, the
researchers stated that "...there seem to be other factors, which remain
unaccounted for, which cause the panel house to use less heat energy."
Homeowners throughout the US are experiencing benefits through lower heating
costs, reduced-draft houses and greater comfort.
Numerous SIPA members, for example, have
cited testimonials from owners of SIP homes whose fuel bills have been 40% TO
60% below those of conventional construction homeowners.
FOAM CORE PERFORMANCE
It is widely recognized by energy
performance specialists that some foam plastics are subject to "thermal
drift", or out-gassing of blowing agents from foam cells over time. As a
result, the R-value of these cores falls gradually until the thermal drift
ceases to have an impact, and there is no further degradation. EPS cores are
not subject to thermal drift and their R-values remain constant. Other foams,
although higher in R-value than EPS, do drift over time. XPS cores have
R-values of 5 per inch, listed widely for design values, indicating that this
the long-term constant after all thermal drift adjustments. Producers of other
foams also quote R-values at the fully aged rate, but exact values need to be
confirmed by designers.
Unlike fiberglass batts, SIPs are resistant
to moisture absorption. Although every attempt should be made to ensure that
the panels are kept dry, SIPs will retain their R-value even if some moisture
absorption does occur.
Wood-frame walls are required to have vapor
barriers installed "on the warm side" of fiberglass or mineral wool
to prevent water vapor penetration, which may condense and degrade insulation
performance. SIPs do not need vapor barriers at all because moisture does not
materially affect performance.
In reality, except in such extreme climates
as those in Florida and Alaska, it is difficult to identify "the warm
side" of fibrous insulation. In Virginia, for example, the warm side is on
the inside of the wall in the winter and on the outside in the summer. In
Colorado, it can be on the inside at night and the outside by day/ Whenever the
vapor barrier is on the incorrect side, water vapor can penetrate and degrade
the insulation. Because of nail holes, minute cracks, holes in framing for
wiring, cutouts for receptacles and other penetrations, it may be virtually
impossible to prevent water vapor penetration of fibrous insulation; a concern
non-existent with SIPs.
The foam core in a SIP extends uninterrupted
in all directions throughout the entire panel, which can be as large as eight
feet by twenty-four feet in area. Breaks in the foam insulation occur less
frequently, usually only at panel connections, which are few, or at openings. A
frame wall has connections wherever the sheathing or drywall joints occur every
four feet or so. And, because of the nature of panel assembly, the foam is
tightly packed against both sheathing faces and perimeter joints.
INFILTRATION
SIPs form structural envelopes that
are extremely tight against infiltration of air, a major source of energy loss.
This is primarily due to the large uninterrupted areas of insulation in panels.
In frame walls there are not only frequent joints between sheathing at studs (a
weak link in envelope continuity), but there are nail or screw penetrations at
every stud and on both sides of the wall. Moreover, common points of leakage
such as electrical outlets, vents and other envelope penetrations often are
more difficult to seal in frame structures. Even if these penetrations are
poorly sealed in a SIP structure, the insulation performance is not compromised
by air circulating into the insulation cavity. This results in exceptionally
tight SIP houses, when compared to framed structures, that exhibit very low
levels of air infiltration with resultant increases in building energy
efficiency and interior comfort.
In the FSEC test in Kentucky, the SIP house
proved to have a natural infiltration rate of 0.21 air changes per hour. This
compares remarkably well with the average for new houses, in the range of 0.5
to 0.7. But more importantly, it is even lower than the recommended minimum of
0.35 (according to ASHRAE Standard 62-1989). Further, it may require a fresh
air ventilation system to provide make-up air, according to FSEC researchers.
Large differences in air infiltration rates can have dramatic impacts on energy
consumption. For example, a difference in air infiltration rates of 0.4 air
changes per hour (0.21 versus 0.61) between a SIP house and a conventional
house can represent fuel consumption savings in the range of $95.08 per year
(in Texas) to $180.66 per year (in Minnesota) for a 1540 square foot house.
Some people may question why one would build
a very tight house and then install a fan to ventilate it. It is important to
understand that relying on random leaks in the building and unknown pressure
forces due to wind and temperature does not assure adequate ventilation. Thus
it often leads to over-ventilation and high energy bills or under-ventilation
with possible moisture and health concerns. Further, with leaky duct systems,
there can be pressure imbalances which can cause heating systems to
malfunction, resulting in health and safety problems.
ENVIRONMENTAL ATTRIBUTES
SIP construction can be considered an
engineered system. Innovation in the plastics and wood products industry is
largely responsible for the rapid growth of new products now used in SIPs:
first plywood, and since 1980 oriented strandboard. The development of these
products has a common goal - the need for conserving scarce resources and
providing for the optimization of the forest. SIP technology allows society to
utilize forest products which are fast growing and thus renewable. Panel
manufacturers are able to remove the strength-reducing characteristics of wood
(i.e., knots, splits) and produce superior engineered products. This turns
moderate cost low-quality hardwoods and plantation thinning into superior
structural building components. As a result, a greater amount of the tree is
utilized, and less wood fibers are used to produce a more consistent product
than that used in conventional framing.
Quality monitored manufacturing systems allow
SIP producers to enhance the environment through the efficient use of valuable
resources. Systematic design and production techniques significantly reduce
process and construction site waste, requiring less landfill disposal,
contributing to our country's resource and solid waste management goals.
Designers can optimize the building design using SIPs, resulting in more
efficient utilization of construction materials.
SIP openings for windows and doors are often
pre-cut at the factory reducing the expense of debris disposal from a job site.
During panel manufacture, the foam core materials are optimized for the
particular application. Waste materials are limited through creative design and
resource management. Sometimes leftover panel pieces and scraps are used for do
it yourself retrofit applications. Often, unused foam which may be generated in
the manufacturing process can be returned to the foam manufacturer who can
reprocess it into appropriate applications or send it to a recycler for further
reprocessing. Recycling is one method for handling waste. However, if recycling
is not a satisfactory option given a site's geographical location, foam plastic
can be safely landfilled. SIP foams are stable and will not biodegrade or
create leachate or methane gas, the two major problems with all landfills.
Construction materials are often used in "stable landfills" where the
ground is later reclaimed for parks, stadium and other similar applications.
In addition, SIP foams can be safely
incinerated at regulated waste to energy facilities. Its energy value (greater
than some soft coals) can provide a secondary fuel source for greater savings
to the local utility company. EPS burns cleanly, and produces almost no toxic
ash. It does not require hazardous landfill disposal.
The issue of air quality is a concern to the
public, regulating agencies, SIP producers an foam manufacturers. EPS foam
cores are produced using materials which have never had any adverse effect on
the protective stratospheric ozone layer. Most, if not all polyurethane foam
core producers have now switched from CFCs to HCFCs. HCFCs are blowing agents
with substantially reduced ozone depletion potentials. All market growth is
expected to continue in the foreseeable future. Despite recent recessionary
times in the construction industry, significant market growth was experienced
by SIPA members since the late 1980's. This growth is being reinforced by
lumber shortages, concerns about energy costs and environmental srials,
processing and control equipment.
Noise pollution, the introduction into
buildings of unwanted sound, is another form of environmental pollution that
concerns many people. SIPs are excellent barriers to airborne sound
penetration. This is due to the combination of their closed construction (no
air movement in the panel wall) and extremely tight joint connections.
IN CONCLUSION
Structural insulated panel market
growth is expected to continue in the foreseeable future. Despite recent
recessionary times in the construction industry, significant market growth was
experienced by SIPA members since the late 1980's. This growth is being
reinforced by lumber shortages, concerns about energy costs and environmental
sustainability, demand for construction quality, and other factors. Increased
SIP use is also due to greater understanding and acceptance of this technology
by builders, designers, homeowners and other decision makers.
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