U.S. patent application number 14/929352 was filed with the patent office on 2016-02-25 for precast concrete structures, precast tilt-up concrete structures and methods of making same.
The applicant listed for this patent is Romeo Ilarian Ciuperca. Invention is credited to Romeo Ilarian Ciuperca.
Application Number | 20160053479 14/929352 |
Document ID | / |
Family ID | 47909691 |
Filed Date | 2016-02-25 |
United States Patent
Application |
20160053479 |
Kind Code |
A1 |
Ciuperca; Romeo Ilarian |
February 25, 2016 |
PRECAST CONCRETE STRUCTURES, PRECAST TILT-UP CONCRETE STRUCTURES
AND METHODS OF MAKING SAME
Abstract
The invention comprises a method of forming a concrete
structure. The method comprises placing plastic concrete in a form
of a desired shape, encasing the concrete in insulating material
having insulating properties equivalent to at least 1 inch of
expanded polystyrene and allowing the plastic concrete to at least
partially cure inside the insulating material. An insulated
concrete form and a method of using the insulated concrete form are
also disclosed.
Inventors: |
Ciuperca; Romeo Ilarian;
(Atlanta, GA) |
|
Applicant: |
Name |
City |
State |
Country |
Type |
Ciuperca; Romeo Ilarian |
Atlanta |
GA |
US |
|
|
Family ID: |
47909691 |
Appl. No.: |
14/929352 |
Filed: |
November 1, 2015 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
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13247256 |
Sep 28, 2011 |
8555584 |
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14929352 |
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14040977 |
Sep 30, 2013 |
8745943 |
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13247256 |
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|
14227490 |
Mar 27, 2014 |
8984826 |
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14040977 |
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14643871 |
Mar 10, 2015 |
9181699 |
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14227490 |
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Current U.S.
Class: |
52/700 |
Current CPC
Class: |
E04C 2/06 20130101; E04F
13/0873 20130101; E04C 2/243 20130101; E04F 13/0803 20130101; E04C
2/288 20130101; E04B 1/41 20130101; E04G 21/165 20130101; Y10T
428/24926 20150115; E04F 13/077 20130101; E04C 2/205 20130101; E04F
13/045 20130101; E04B 2103/02 20130101; E04B 1/355 20130101; E04G
21/16 20130101; E04C 2/044 20130101; E04B 1/14 20130101; E04B
2/8647 20130101; E04C 2/22 20130101 |
International
Class: |
E04B 1/41 20060101
E04B001/41 |
Claims
1-36. (canceled)
37. An anchor member comprising: an elongate body member having a
first end and an opposite second end; an enlarged portion on the
first end of the anchor member; and a capture member disposed on
the second end for receiving and retaining an elongate reinforcing
member.
38. The anchor member of claim 37, wherein the elongate body member
has a plus sign ("+") transverse cross-sectional shape.
39. The anchor member of claim 38, wherein the capture member has a
C-shape.
40. The anchor member of claim 39, wherein the elongate reinforcing
member is a rebar.
41. The anchor member of claim 40, wherein the enlarged portion
comprises a disc-shaped member extending radially outwardly from
the elongate body member.
42. The anchor member of claim 41 further comprising a first flange
disposed intermediate the first and second ends and extending
radially outwardly from the elongate body member.
43. The anchor member of claim 42 further comprising a second
flange disposed intermediate the second end and the first flange
and extending radially outwardly from the elongate body member.
44. The anchor member of claim 37, wherein the capture member has a
C-shape.
45. The anchor member of claim 37, wherein the elongate reinforcing
member is a rebar.
46. The anchor member of claim 37, wherein the enlarged portion
comprises a disc-shaped member extending radially outwardly from
the elongate body member.
47. The anchor member of claim 37 further comprising a first flange
disposed intermediate the first and second ends and extending
radially outwardly from the elongate body member.
48. The anchor member of claim 47 further comprising a second
flange disposed intermediate the second end and the first flange
and extending radially outwardly from the elongate body member.
Description
CROSS-REFERENCE TO RELATED APPLICATIONS
[0001] The present application is a continuation of application
Ser. No. 14/643,871 filed Mar. 10, 2015, now U.S. Pat. No.
9,181,699, which is a continuation of application Ser. No.
14/227,490 filed Mar. 27, 2014, now U.S. Pat. No. 8,984,826, which
is a continuation of application Ser. No. 14/040,977 filed Sep. 30,
2013, now U.S. Pat. No. 8,745,943, which is a continuation of
application Ser. No. 13/247,256 filed Sep. 28, 2011, now U.S. Pat.
No. 8,555,584.
FIELD OF THE INVENTION
[0002] The present invention generally relates to the forming of
concrete structures. More particularly, this invention relates to
precast concrete structures, especially precast tilt-up concrete
panels. The present invention also relates to insulated precast
tilt-up concrete panels. The present invention also relates to a
system for curing concrete more quickly. The present invention
further relates to a high efficiency building system that reduces
energy consumption. The present invention also related to a
concrete structure that has a longer useful life than conventional
concrete structures. The present invention also relates to methods
of making precast concrete structures and precast tilt-up concrete
structures, especially tilt-up concrete panels.
BACKGROUND OF THE INVENTION
[0003] Precast tilt-up, cast on site or off site, (also known as
precast tilt-slab or tilt-wall) concrete construction is not new;
it has been in use since the turn of the century. Since the
mid-1940s it has developed into the preferred method of
construction for many types of buildings and structures in the U.S.
Precast concrete construction has many advantages that are well
know in the art. The precast concrete panels can significantly
reduce the initial cost of construction, increase the life of the
structure and provide a relatively low-cost, low-maintenance
building envelope. Depending on the size and type of application,
such precast panels can be fabricated and stored offsite then
delivered just in time for erection and installation. They can also
be made on the construction site thereby eliminating relatively
expensive transportation costs.
[0004] After concrete footings and a concrete slab have been poured
and properly cured, a precast tilt-up concrete structural panel can
be formed on the concrete slab. In tilt-up concrete construction,
vertical concrete elements, such as walls, columns, structural
supports, and the like, are formed horizontally on a concrete slab;
usually the building floor, but sometimes on a temporary concrete
casting surface near the building footprint. After the concrete has
cured, the elements are tilted from horizontal to vertical with a
crane and braced into position until the remaining building
structural components are secured. In the same way the precast
concrete panels can be formed in an offsite location using various
types of forms well known in the art. After curing the precast and
cured panels are transported to the building site and erected by
means and methods well known in the art.
[0005] Construction of a precast concrete wall panel is begun by
carefully planning out the size and shape of the wall panel on a
suitable surface, such as the concrete slab (i.e., floor) of the
building being constructed. Wooden concrete forms, usually made
from 1.times. or 2.times.lumbar, are constructed on the perimeter
of the proposed concrete wall. Typically, the wall panel depth
(i.e., thickness) is designed to fit the depth of standard
dimension lumbar, such as 51/2-inch or 71/4-inch thick structural
panels. Form sides are supported and secured to the concrete slab
by wood or steel angle supports. Door and/or window openings can be
formed after the perimeter framing is completed. A form release
agent and bond breaker is then applied to the concrete slab and to
panel forms in accordance with manufacturer recommendations.
[0006] After the form is constructed, a grid of steel rebar is
constructed and tied in-place within the form to reinforce the
structural panel. Plastic or metal support chairs are used to
support the rebar grid at a proper depth. Embeds and inserts can be
attached to the side forms or to the rebar grid. Embeds are used to
attach the structural panel to footings, other panels, columns,
slabs, roof systems, or attachment of building accessories. Inserts
provide attachment points for lifting hardware and temporary
braces.
[0007] Before concrete is placed in the form, the slab or casting
surface must be cleaned and a release bond breaking agent is
applied to prevent the panel from bonding to the casting surface.
Regardless of the type of bond breaking agent used, there is always
a certain amount of bond formed between the precast panel and the
casting surface that must be broken before the panels will separate
from the casting surface. Additional steel reinforcement is
factored in so that the concrete panels can be lifted in place
without damage. Concrete is then placed in the form in the same
manner as floor slabs. The concrete is usually consolidated to
ensure good flow around the steel rebar grid. Then, the concrete
surface can be finished in any desired manner, such as trowel
finish or other types of architectural finishes and patterns.
[0008] Since conventional precast concrete panels are exposed to
the ambient temperature, the concrete temperature changes hourly
and/or daily depending on the weather. These constant temperature
changes cause internal stress in the curing concrete due to the
expansion and contraction generated by the temperature changes.
Such internal stress can cause cracking or microcracking As a
result, the life expectancy of the concrete structure is reduced.
Additional steel reinforcement is often necessary to compensate for
this expansion and contraction.
[0009] Precast tilt-up concrete panels have a large thermal mass
exposed to ambient temperatures. They retain the heat in the summer
or the cold in the winter very well. Therefore, precast tilt-up
concrete buildings generally have relatively poor energy
efficiency. Such buildings usually require a relatively large
amount of energy to keep them warm in the winter and cool in the
summer. Since most precast concrete panels are not insulated, they
can receive insulation on the inside through the use of furring
systems or on the outside with EIFS. More recently, new methods of
insulating precast concrete panels have been employed. One of the
most effective methods of insulating tilt-up concrete walls,
however, is the method known as "sandwich" insulation. This method
involves placing a layer of insulation between a structural
concrete layer and an architectural or non-structural concrete
layer during the casting of the panel and then tilting this entire
composite construction as a panel. While this method improves the
insulating properties of the wall and therefore the energy
efficiency of the building, it has several drawbacks. Instead of
having one layer of concrete, the "sandwich" creates two; one that
is structural with the larger thermal mass that faces the inside of
the building and is insulated from the elements. The second layer
of concrete is thinner and placed on the exterior of the building;
i.e., on side of the panel opposite the insulated structural layer.
It is easy to see why it is more expensive and time consuming to
cast concrete using this method. Also, since there is still a
significant amount of concrete in the outside layer exposed to the
ambient temperatures, the "sandwich" system does not perform as
energy efficiently as it was expected.
[0010] Before the precast tilt-up concrete panel can be transported
to the building site or erected into place, the concrete must
achieve a desired minimum degree of strength. A precast tilt-up
wall panel with low concrete compressive strength is more
susceptible to failure by erection stresses. Therefore, it is
important to know the compressive strength of the concrete at the
time of erection. It is normal to have a minimum concrete
compressive strength of 2,500 psi (18 MPa) before the titling
operation begins; preferably 4,000 psi. For conventional Portland
cement-based concrete, without additives to increase compressive
strength, sufficient compressive strength is usually reached in
five to seven days. However, depending on the weight of the panel
being lifted, it may be necessary to change the concrete mix design
to provide a stronger concrete compressive strength. Moreover,
early concrete compressive strength is significantly affected by
environmental conditions at the work site, especially temperature
variations. In the construction industry, time is money. Thus,
contractors frequently resort to the use of expensive concrete
additives to make sure that the concrete has sufficient early
strength to endure the stresses of erection.
[0011] The insulation of tilt-up concrete panels has not been dealt
with extensively. In fact, few practical systems exist for
insulating tilt-up concrete panels. U.S. Patent Application
Publication No. 2008/0313991 discloses one system for insulating
tilt-up concrete panels (the disclosure of which is incorporated
herein by reference). This system uses panels of molded expanded
polystyrene or extruded expended polystyrene to form the bottom
surface of a horizontal mold for a tilt-up concrete panel. The foam
insulating panels include dovetail-shaped grooves into which
plastic concrete will flow, thereby attaching the foam insulating
panels to the cured concrete panel. During the hoisting of the
precast tilt-up concrete panels to a vertical position, a certain
amount of deflection takes place in the panels. This deflection may
cause the foam to come loose. Also, there is no mechanical
attachment or reinforcement of the foam to the concrete. This
system is not entirely desirable because, among others, it does not
provide a system for a secure attachment of the foam to the
concrete panels during hoisting or the life of the building. Also,
it does not provide a system for attaching different types of
exterior finishes or cladding and it does nothing to improve the
physical properties of the concrete panel.
[0012] Therefore, it would be desirable to produce a precast
concrete molding system for tilt-up concrete panels that allows
concrete to achieve the maximum compressive strength possible in
the shortest amount of time in any season and any type of weather
and to be erected more quickly than prior art tilt-up concrete
systems. It would also be desirable to provide a system for
relatively easily and efficiently insulating tilt-up concrete
panels or other structures to achieve the highest energy efficiency
possible. It would also be desirable to provide an integrated
precast concrete tilt-up system that provides for the installation
of all types of exterior finishes or cladding systems to tilt-up
insulated concrete panels.
SUMMARY OF THE INVENTION
[0013] The present invention satisfies the foregoing needs by
providing an improved precast concrete tilt-up construction
system.
[0014] In one disclosed embodiment, the present invention comprises
a method of making a tilt-up concrete structure. The method
comprises forming a horizontal mold of a desired shape for the
precast tilt-up concrete structure, the mold having sides, a bottom
and an open top and forming the bottom of the mold from a first
insulating material having insulating properties equivalent to at
least 1 inch of expanded polystyrene foam. The method also
comprises placing a plastic concrete mix in the mold and on top of
the first insulating material, the concrete having a top surface
opposite the first insulating material and finishing the top
surface of the plastic concrete mix in the mold. The method further
comprises placing a second insulating material on the top surface
of the finished concrete, the second insulating material having
insulating properties equivalent to at least 1 inch of expanded
polystyrene. The method also comprises allowing the concrete mix to
partially cure in the mold until it has sufficient compressive
strength to withstand the stress of being raised from its
horizontal position to a vertical position; removing the mold sides
and second insulating material; and raising the partially cured
concrete structure from its horizontal position to a vertical
position. In another disclosed embodiment, the first insulating
material has an upper surface and the first insulating material has
a plurality of anchor members attached thereto such that a portion
of each anchor member extends upwardly from the upper surface of
the first insulating material and such that the anchor members
become attached to the concrete in the mold after it is at least
partially cured, and such that the first insulating material is
mechanically attached to the partially cured concrete structure
when it is raised.
[0015] In another disclosed embodiment, the present invention
comprises a horizontal form for constructing a tilt-up concrete
structure. The form comprises vertical side members defining a
concrete receiving space and a first insulating material defining a
form bottom surface upon which plastic concrete is placed, the
first insulating material having insulating properties equivalent
to at least 1 inch of expanded polystyrene. The form also comprises
a second insulating material defining a form top, the second
insulating material being disposed on top of concrete in the form,
the second insulating material having insulating properties
equivalent to at least 1 inch of expanded polystyrene. The form
further comprises a third insulating material disposed adjacent the
vertical side members, the third insulating material having
insulating properties equivalent to at least 1 inch of expanded
polystyrene.
[0016] In another disclosed embodiment, the present invention
comprises a method of forming a concrete structure. The method
comprises placing plastic concrete in a form of a desired shape;
encasing the concrete in insulating material having insulating
properties equivalent to at least 1 inch of expanded polystyrene;
and allowing the plastic concrete to at least partially cure inside
the insulating material.
[0017] Accordingly, it is an object of the present invention to
provide an improved concrete tilt-up construction system.
[0018] Another object of the present invention is to provide an
improved precast composite concrete tilt-up construction
system.
[0019] A further object of this present invention to provide a
method of constructing a highly energy efficient building
envelope.
[0020] Another object of the present invention is to provide an
improved method for making a concrete structure.
[0021] A further object of the present invention is to provide an
improved form for a precast concrete tilt-up panel.
[0022] Another object of the present invention is to provide an
improved insulated precast concrete tilt-up panel.
[0023] Another object of the present invention is to provide a
precast concrete tilt-up panel whereby the expansion and
contraction due to the temperature changes is significantly
reduced, or eliminated, thereby reducing the internal stress in the
curing concrete thereby reducing the amount of reinforcement
necessary within the panel.
[0024] A further object of the present invention is to provide a
precast concrete tilt-up panel whereby the expansion and
contraction due to the temperature changes is significantly reduced
or eliminated, thereby reducing the internal stress in the curing
concrete thereby increasing the useful life span of the
structure.
[0025] A further object of the present invention is to provide a
tilt-up concrete panel with a system for attaching cladding systems
thereto.
[0026] Yet another object of the present invention is to provide a
precast tilt up concrete systems that can be cast on any level,
solid surface.
[0027] A further object of this present invention is to eliminate
the bond formed between the concrete panels and the casting
surface, thereby reducing the amount of energy required to break
such a bond and thereby reducing the size of the lifting equipment
required to lift the panels.
[0028] Still another object of the present invention is to provide
an tilt-up insulated concrete panel with a system for applying
decorative finishes to the insulated surface thereof.
[0029] Another object of the present invention is to provide a
tilt-up concrete forming system that allows the tilt-up concrete
panel to be erected more quickly than prior art systems.
[0030] Another object of the present invention is to provide an
improved precast concrete construction system.
[0031] These and other objects, features and advantages of the
present invention will become apparent after a review of the
following detailed description of the disclosed embodiments and the
appended drawing and claims.
BRIEF DESCRIPTION OF THE DRAWINGS
[0032] FIG. 1 is a perspective view of an insulated concrete form
for a tilt-up concrete panel in accordance with a disclosed
embodiment of the present invention.
[0033] FIG. 2 is an exploded perspective view of an anchor
member/locking cap assembly in accordance with the present
invention.
[0034] FIG. 3 is a side view of the anchor member shown in FIG.
2
[0035] FIG. 4 is an end view of the anchor member shown in FIG. 3,
showing the locking teeth.
[0036] FIG. 5 is a cross-sectional view taken along the line 5-5 of
the anchor member shown in FIG. 3.
[0037] FIG. 6 is a cross-sectional view taken along the line 6-6 of
the anchor member shown in FIG. 3.
[0038] FIG. 7 is an end view of the anchor member shown in FIG. 3,
showing the C-shaped clamping member/rebar chair.
[0039] FIG. 8 is a top plan view of the locking caps shown in FIG.
2.
[0040] FIG. 9 is a cross-sectional view taken along the line 9-9 of
the locking cap shown in FIG. 8.
[0041] FIG. 10 is a cross-sectional view taken along the line 10-10
of the insulated concrete form shown in FIG. 1 additionally showing
concrete in the form and foam insulating panels on the top and
sides of the form.
[0042] FIG. 11 is a cross-sectional view taken along the line 11-11
of the insulated concrete form shown in FIG. 1 additionally showing
concrete in the form and foam insulating panels on the top and
sides of the form.
[0043] FIG. 12 is a cross-sectional view taken along the line 10-10
of the insulated concrete form shown in FIG. 1 additionally showing
concrete in the form and an insulating blanket on the top and sides
of the form.
[0044] FIG. 13 is a cross-sectional view taken along the line 11-11
of the insulated concrete form shown in FIG. 1 additionally showing
concrete in the form and an insulating blanket on the top and sides
of the form.
[0045] FIG. 14 is a cross-sectional view taken along the line 10-10
of the insulated concrete form shown in FIG. 1 additionally showing
concrete with the top and side insulating material and the side
forms removed.
[0046] FIG. 15 is a partial detail cross-sectional side view of a
portion of the tilt-up insulated concrete panel shown in FIG.
14.
[0047] FIG. 16 is a partial detail cross-sectional end view of a
portion of the tilt-up insulated concrete panel shown in FIG.
14.
[0048] FIG. 17 is a side cross-sectional view of the tilt-up
insulated concrete panel shown in FIG. 14 showing the panel in a
vertical position with a brace installed.
[0049] FIG. 18 is a partial perspective view of a disclosed
embodiment of a vertical wall stud in accordance with the present
invention.
[0050] FIG. 19 is a partial top plan view of the vertical wall stud
shown in FIG. 18.
[0051] FIG. 20 is partial cross-sectional view taken along the line
20-20 of the vertical wall stud shown in FIG. 19.
[0052] FIG. 21 is cross-sectional view taken along the line 21-21
of the vertical wall stud shown in FIG. 19.
[0053] FIG. 22 is a partial detail cross-sectional side view of a
portion of the tilt-up insulated concrete panel shown in FIG. 17
showing vertical wall studs, as shown in FIGS. 18-21, attached to
the panel anchor members and also showing a piece of exterior wall
cladding material attached to the vertical wall studs.
[0054] FIG. 23 is a partially broken away perspective view of an
alternate disclosed embodiment of an tilt-up insulated concrete
wall panel in accordance with the present invention showing a
variety of possible exterior wall finishes and wall claddings.
DETAILED DESCRIPTION OF THE DISCLOSED EMBODIMENTS
[0055] Referring now to the drawing in which like numbers indicate
like elements throughout the several views, there is shown in FIG.
1 a disclosed embodiment of a tilt-up insulated concrete form 10 in
accordance with the present invention. The tilt-up insulated
concrete form 10 rests horizontally on a previously formed, and at
least partially cured, concrete slab 12, which forms a floor of a
proposed building (not shown). Alternately, the insulated concrete
form 10 can be used on any solid, level, casting surface. The
concrete slab 12 has a horizontal flat upper surface 13. The
tilt-up insulated concrete form 10 includes a plurality of
rectangular foam insulating panels, such as the foam insulating
panels 14, 16, 18, 20, 22. The foam insulating panels 14-22 are any
suitable size, but in this disclosed embodiment are each 4 feet
wide and 10 feet long. When the foam insulating panels 14-22 are
adhesively joined together side-by-side as shown in FIGS. 1 and 10,
they form a larger foam insulating panel, which in this disclosed
embodiment is a panel 10 wide and 20 feet long. Of course, any size
concrete panel can be constructed in accordance with the present
invention by using foam insulating panels of different sizes or a
larger or smaller number of such panels. This is a size of a
tilt-up concrete panel that may be used for building a two-story
high warehouse building, such as a home building supply store or a
warehouse grocery store/general merchandise store. The foam
insulating panels 14-22 can be made from any insulating material
that is sufficiently rigid to withstand the pressures of the
concrete placed in the form and from workers walking on the foam
insulating panels. The foam insulating panels 14-22 preferably are
made from a polymeric foam material, such as molded expanded
polystyrene or extruded expanded polystyrene. Other polymeric foams
can also be used, such as polyisocyanurate or polyurethane. The
foam insulating panels should also have a density sufficient to
make them substantially rigid, such as approximately 1 to
approximately 3 pounds per cubic foot, preferably approximately 1.5
pounds per cubic foot. High density expanded polystyrene is
available under the trademark Neopor.RTM. and is available from
Georgia Foam, Gainesville, Ga. The foam insulating panels 14-22 can
be made by molding to the desired size and shape, by cutting blocks
or sheets of pre-formed extruded expanded polystyrene into a
desired size and shape or by extruding the desired shape and then
cutting to the desired length. Although the foam insulating panels
14-22 can be of any desired size, it is specifically contemplated
that the panels will be of a length equal to the width of the
tilt-up concrete panel. Additional foam insulating panels can then
be placed adjacent to the first foam insulating panel and
adhesively connected thereto. Any number of foam insulating panels
can be joined together to provide a form bottom of a dimension
equal to the desired height of the tilt-up concrete panel being
formed. However, for ease of handling, the foam insulating panels
will generally be about 8 to 16 feet long and about 4 feet wide. If
the foam insulating panels are made from a material other than
polystyrene, the foam insulating panels should have insulating
properties equivalent to at least 1 inch of expanded polystyrene
foam; preferably, between 2 and 8 inches of expanded polystyrene
foam; especially at least 2 inches of expanded polystyrene foam;
more especially at least 3 inches of expanded polystyrene foam;
most especially, at least 4 inches of expanded polystyrene
foam.
[0056] Optionally, applied to the lower (i.e., bottom) surface of
each foam insulating panel 14-22 is a layer of reinforcing material
24 (FIG. 16), as disclosed in applicant's co-pending patent
application Ser. No. 12/753,220 filed Apr. 2, 2010 and applicant's
patent application entitled "Insulated Concrete Form and Method of
Using Same," Ser. No. ______, filed contemporaneously herewith
(both of which are incorporated herein by reference in their
entirety). The layer of reinforcing material 24 can be made from
continuous materials, such as sheets or films, or discontinuous
materials, such as fabrics, webs or meshes. The layer of
reinforcing material 24 can be made from materials such as
polymers, for example polyethylene or polypropylene, from fibers,
such as fiberglass, basalt fibers, aramid fibers or from composite
materials, such as carbon fibers in polymeric materials, or from
metal sheets, such as steel or aluminum sheets or corrugated
sheets, and foils, such as metal foils, especially aluminum foil.
The layer of reinforcing material 24 can be adhered to the outer
surfaces (i.e., the bottom surface when the panel is in a
horizontal position or the exterior surface when the panel is in a
vertical position) of the foam insulating panels 14-22 by a
conventional adhesive. However, it is preferred that the layer of
reinforcing material 24 be laminated to the lower surfaces of the
foam insulating panels 14-22 using a polymeric material that also
forms a weather or moisture barrier on the exterior surface of the
foam insulating panels. The weather barrier can be applied to a
layer of reinforcing material 24 on the surface of the foam
insulating panels 14-22 by any suitable method, such as by
spraying, brushing or rolling The moisture barrier can be applied
as the laminating agent for the layer of reinforcing material 24 or
it can be applied in addition to an adhesive used to adhere the
layer of reinforcing material to the outer surfaces of the foam
insulating panels. Suitable polymeric materials for use as the
moisture barrier are any water-proof polymeric material that is
compatible with both the material from which the layer of
reinforcing material and the foam insulating panels are made;
especially, liquid applied weather membrane materials. Useful
liquid applied weather membrane materials include, but are not
limited to, WeatherSeal.RTM. by Parex of Anaheim, Calif. (a 100%
acrylic elastomeric waterproof membrane and air barrier which can
be applied by rolling, brushing, or spraying) or Senershield.RTM.
by BASF (a one-component fluid-applied vapor impermeable
air/water-resistive barrier that is both waterproof and resilient)
available at most building supply stores. For relatively simple
application, where cost is an issue or where simple exterior finish
systems are desired, the layer of reinforcing material can be
omitted.
[0057] The foam insulating panels 14-22 include a plurality of
panel anchor member/locking cap assemblies 26 (FIG. 2), which
includes a panel anchor member 28 and a locking cap 30. The panel
anchor member/locking cap assembly 26 is preferably formed from a
polymeric material, such as polyethylene, polypropylene, nylon,
glass filled thermoplastics or the like. For particularly large or
heavy structures, the panel anchor member 28 is preferably formed
from glass filled nylon. The panel anchor member/locking cap
assembly 26 can be formed by any suitable process, such as by
injection molding.
[0058] Each panel anchor member/locking cap assembly 24 includes
two separate pieces: a panel anchor member 28 and a locking cap 30.
The panel anchor member 28 (FIG. 3) includes an elongate
panel-penetrating portion 32 and an elongate concrete anchor
portion 34. The panel-penetrating portion 32 can be any suitable
cross-sectional shape, such as square, round, oval or the like, but
in this embodiment is shown as having a generally plus sign ("+")
cross-sectional shape. The panel-penetrating portion 32 comprises
four leg members 34, 36, 38, 40 (FIGS. 3, 4 and 5) extending
outwardly from a central core member 41. The plus sign ("+")
cross-sectional shape of the panel-penetrating portion 32 prevents
the anchor member 26 from rotating around its longitudinal axis
during concrete placement. Formed intermediate each end 42, 44 of
the anchor member 28 is a central flange 46 that extends outwardly
radially from the leg members 34-40. The central flange 46 can be
any shape, such as square, oval or the like, but in this embodiment
is shown as having a round shape. The central flange 46 includes a
generally flat foam insulating panel contacting portion 48 (FIG.
4).
[0059] The concrete anchor portion 34 of the anchor member 28
comprises four outwardly extending leg members 50, 52, 54, 56
(FIGS. 3 and 6). Formed at the end of the concrete anchor portion
34 opposite the flange 46 is another flange 58 that extends
radially outwardly from the leg members 50-56. The flange 58 can be
any suitable shape, such as square, oval or the like, but in this
embodiment is shown as circular. The flange 58 prevents the panel
anchor member 28 from pulling out of the concrete after it is
cured. On each of the legs 34-40 adjacent the end 42 of the panel
anchor member 28 is formed a plurality of teeth 60, 62, 64, 66
(FIGS. 2, 3 and 4). The locking cap 30 includes a panel-penetrating
receiving portion 68 and a circumferential insulating panel
contacting portion 70. The locking cap 30 includes a generally flat
foam insulating panel contacting portion 72 (FIGS. 2 and 9)
adjacent its circumferential edge and a flat exterior surface 74.
The central panel spacer member receiving portion 68 defines an
opening 76 for receiving the end 42 of the panel anchor member 28.
The opening 76 is sized and shaped such that the four legs 34-40 of
the panel penetrating portion 32 will fit through the opening.
Formed within the opening 76 are four latch fingers 78, 80, 82, 84.
Each latch finder 78-84 includes a plurality of teeth 86, 88, 90,
92, respectively, that are sized and shaped to mate with the teeth
60-66 on the panel anchor member 28. The latch fingers 78-84 are
designed so that they can move outwardly; i.e., toward the
circumferential portion 70, when the end 42 of the panel anchor
member 28 is inserted in the opening 76 of the locking cap 30, but
will tend to return to its original position due to the resiliency
of the plastic material from which it is made. Thus, as the end 42
of the panel anchor member 30 is inserted into and through the
opening 76, the teeth 86-92 will ride over the teeth 60-66.
However, once the teeth 86-92 mate with the teeth 60-66 they
prevent removal of the panel anchor member 28 from the locking cap
30. The teeth 86-92 and 60-66 therefore provide a one-way locking
mechanism; i.e., the locking cap 30 can be relatively easily
inserted onto the panel anchor member 28, but once fully inserted,
the locking cap is locked in place and cannot be removed from the
panel spacer member under normally expected forces.
[0060] Each of the foam insulating panels 14-22 is prepared by
forming a plurality of holes in the foam insulating panels to
receive the ends, such as the end 42 of the panel penetrating
portion 32, of a plurality of panel anchor members identical to the
panel anchor member 28. Holes (not shown) in the composite foam
insulating panels 14-22 can be formed by conventional drilling,
such as with a rotating drill bit, by water jets or by hot knives.
When the composite foam insulating panels 14-22 include a layer of
reinforcing material 24 the layer of reinforcing material is
preferably adhered to the composite foam insulating panels before
the holes are formed in those panels. It is also preferable to form
the holes in the composite foam insulating panels 14-22 after the
moisture barrier is applied to the bottom surface 94 of each of the
composite foam insulating panels. First, in each of the composite
foam insulating panels 14-22, round holes are formed through the
thickness of the panels extending from the upper surface 96 to the
bottom surfaces 94. The inner diameter of the holes is equal to the
outer diameter of the central round core 41 of the panel anchor
member 28 so as to form a tight fit when the panel-penetrating
portion 32 is inserted into each hole. Then, slots (not shown)
radiating outwardly from the initial hole and spaced
circumferentially 90 degrees from each other are drilled in the
composite foam insulating panels 14-22 to accommodate the legs
34-40 of the panel anchor member 28 and to form a tight fit
therewith. Alternately, a hole matching the cross-sectional shape
of the end 42 of the panel anchor member 28, including the central
round core 41 and the legs 34-40, can be formed in the composite
foam insulating panels 14-22 using a hot knife. The holes formed in
the composite foam insulating panels 14-22 extend from the bottom
surface 94 to the upper surface 96, respectively, of the composite
foam insulating panels so that the foam panel-penetrating portion
32 of the panel anchor member 28 can be inserted complete through
the composite foam insulating panels, as shown in FIGS. 15, 16 and
22.
[0061] The foam insulating panels 14-22 are assembled by inserting
the foam panel penetrating portion 32 of the panel anchor member 28
through the hole (not shown) in the first foam insulating panel 14,
until the panel contacting portion 48 of the flange 46 contacts the
top surface 96 of the foam insulating panel and the end 42 of the
panel anchor member is flush with the bottom surface 94 of the foam
insulating panel (FIGS. 15 and 16) or with the reinforcing layer
24, if present. The locking cap 30 is then attached to the panel
anchor member 28 by inserting the end 42 thereof into the opening
76 in the locking cap such that the panel contacting portion 72
thereof contacts the bottom surface 94 of the foam insulating panel
(or contacts the reinforcing material 24 on the bottom surface 94,
if present). As the panel penetrating portion 32 of the panel
anchor member 28 is inserted into the locking cap 30, the latch
fingers 78-84 deflect outwardly such that the teeth 62-66 on the
legs 34-40 slide over the teeth 86-92 of the latch fingers and
permit the locking cap 30 to be slipped onto the panel penetrating
portion of the panel anchor member. When the locking cap 30 is
fully inserted onto the panel anchor member 28, the teeth 86-92 of
the latch fingers 78-84 of the locking cap 30 and the teeth 62-66
on the legs 34-40 mate preventing movement of the locking cap
outwardly away from the foam insulating panel 14, thereby locking
the locking cap and the panel anchor member 30 together and
capturing the foam insulating panel 14 between the flange 46 on the
panel anchor member and the locking cap. When the panel contacting
surface 48 of the locking cap 30 contacts the bottom surface 94 (or
contacts the reinforcing material 24 on the bottom surface 94, if
present) of the first foam insulating panel 14, sufficient addition
pressure is applied pushing the locking cap and the panel anchor
member 28 together such that the foam of the foam insulating panel
is compressed slightly thereby providing a tight seal between the
panel contacting portion 72 of the locking cap 30 and the panel
contacting portion 48 of the flange 46 and the bottom surface 94
(or contacts the reinforcing material 24 on the bottom surface 94,
if present) thereby providing a water-proof or substantially
water-proof seal. It should be noted that when the layer of
reinforcing material 24 is used on the bottom surface 94 of the
foam insulating panels 14-22, the layer of reinforcing material 24
will be captured between the panel contacting portion 72 of the
locking cap 30 and the bottom surface 94 of the foam insulating
panel 14 (see for example FIGS. 15 and 16).
[0062] As shown in FIG. 1, a plurality panel anchor members
identical to the panel anchor members 28 and mating locking caps
30, are positioned in spaced rows and columns across the width and
height of the foam insulating panels 14-22. In the embodiment
disclosed herein, the panel anchor members are spaced on 16 inch
centers. For example, there is a vertical column of fifteen
vertically spaced panel anchor members 28, 100-113 spanning the
five foam insulating panels 14-22. Six additional identical columns
of panel anchor members are disposed across the width of the foam
insulating panels 14-22. There is a row of seven panel anchor
members 28, 114-119. Additional panel anchor members are formed
into fourteen identical rows of panel anchor members.
[0063] The panel anchor member/locking cap assemblies 26 are used
to attach the foam insulating panels 14-22 to the concrete panel
that will be cast in the insulated concrete form 10. The panel
anchor member/locking cap assemblies 26 are also used to optionally
attach cladding systems to the exterior surface of the tilt-up
concrete panel. The diameter of the locking caps 30 should
therefore be as large as practical to maintain the panel anchor
member 28 in a vertical position when rebar is attached to the
panel anchor member, as described below, and when plastic concrete
is placed in the form. It is found as a part of the present
invention that locking caps 30 having diameters of approximately 2
to 4 inches, especially approximately 3 inches, are useful in the
present invention. The diameter of the flange 58 should therefore
be as large as practical to support the anticipated weight of the
cladding material that will be attached to the panel anchor member
28. Furthermore, the spacing between adjacent panel anchor
member/locking cap assemblies 28, such as between panel anchor
members 28, 114-119 (FIG. 1), will vary depending on factors
including the type of cladding that may optionally be attached to
the panel anchor members. However, depending on the desired type of
exterior wall cladding, it is found as a part of the present
invention that a spacing of adjacent panel anchor members/locking
cap assemblies 26 of approximately 6 inch to 24 inch centers,
especially 16 inch centers, is useful in the present invention.
[0064] The thickness of the foam insulating panels 14-22 is also a
factor that must be considered in designing the insulated concrete
form 10 in accordance with the present invention and will vary
depending on factors including the amount of insulation desired,
the thickness of the concrete panel, and the dimensions of the
concrete panel. There is no maximum thickness for the foam
insulating panels that can be used in the present invention. The
maximum thickness is only dictated by economics and ease of
handing. However, it is found as a part of the present invention
that the thickness for the foam insulating panels 14-22 useful for
the present invention is at least 1 inch; preferably, between
approximately 2 and approximately 8 inches; especially at least 2
inches; more especially at least 3 inches; most especially, at
least 4 inches.
[0065] Use of the present invention will now be considered. It is
anticipated that the foam insulating panels 14-22 with the panel
anchor member/locking caps assemblies 26 installed in them will be
preassembled at a remote location and transported to a job site.
The foam insulating panels 14-22 are then place on a flat
horizontal surface, such as on the flat surface 13 of the concrete
slab 12. Each of the 4 feet by 10 feet foam insulating panels is
laid adjacent to each other foam insulating panel on the surface 13
of the concrete slab 12. And, the adjacent edges of the foam
insulating panels, such as the joint between the panels 14, 16, is
adhered to each other with a water-proof adhesive. The panels 14-22
preferably have a shiplap edge, such as shown in applicant's
co-pending patent application Ser. No. 12/753,220 filed Apr. 2,
2010, which is incorporated herein by reference in its entirety.
Thus, when the panels 14, 16 are placed side-by-side, a Z-shaped
joint (not shown) is formed therebetween. An identical Z-shaped
joint 120 is formed between the panels 20, 22, as shown in FIG. 10,
and between panels 16, 18 and 18, 20 (Not shown). Before the
composite foam insulating panels 14, 16 are joined together, a
water-proof adhesive is applied to the longitudinal shiplap edges
thereof. Such adhesive can be applied by any conventional means,
such as by brushing, rolling, spraying, spreading, and the like.
When the foam insulating panels 14, 16 are joined at their
longitudinal edges as shown in FIGS. 1 and 10, the adhesive fills
the Z-shaped joint formed there between and renders the joint
water-proof or substantially water-proof. Any water-proof adhesive
suitable for adhering polystyrene to polystyrene, or the specific
type of foam used for the foam insulating panels, can be used. One
such adhesive is a sprayable polyurethane adhesive that is
commercially available under the designation Great Stuff available
from Dow Chemicals, Midland, Mich. The longitudinal joints between
the panels 16, 18 and 18, 20 and 20, 22 are similarly adhered to
each other with the water-proof adhesive.
[0066] When all of the foam insulating panels 14-22 are adhered to
each other they collectively form a bottom surface of the insulated
concrete form 10 and have the exact desired dimensions of the
finished tilt-up concrete panel, which in this case is illustrated
as being 10 feet by 20 feet. It should be noted that the exterior
longitudinal edges 122, 124 of the panels 14, 22, respectively, are
flat and do not include the shiplap feature. Similarly, the lateral
edges of the panels 14-22, such as the lateral edges 126, 128 (FIG.
11) of the foam insulating panel 14, are flat and do not include
the shiplap feature.
[0067] After all of the foam insulating panels 14-22 are adhered to
each other as described above, a conventional wood or metal form is
constructed around the peripheral edges of the foam insulating
panels. Specifically, as shown in FIGS. 1, 10 and 11, a
longitudinal form member 130 is disposed against the right lateral
exterior edges of the panels 14-22. A transverse form member 132 is
disposed against the upper longitudinal exterior edge of the panel
22. A longitudinal form member 134 is disposed against the left
lateral exterior edges of the panels 14-22. And, a transverse form
member 136 is disposed against the lower longitudinal exterior edge
of the panel 22. The side form members 130-136 are joined together
in a manner well known in the art. Although this embodiment has
been disclosed as adhering the foam insulating panels 14-22
together and then constructing the side frame members 130-136. The
present invention also contemplates constructing the side form
members first and then adhering the foam insulating panels 14-22 to
each other within the side frame members. If the side frame members
130-136 are constructed first, it may be necessary to trim the foam
insulating panels 14-22 to fit. This can easily be done with a saw
or preferably with a hot knife. The height of the side form members
130-136 is selected such that it is equal to the thickness of the
foam insulating panels 14-22 plus the desired thickness of the
tilt-up concrete panel. For example, if the foam insulating panels
14-22 are four inches thick and the tilt-up concrete panel is to be
six inches thick, the side form members 130-136 will be 10 inches
high.
[0068] Each of the panel anchor members, such as the panel anchor
member 28, includes a C-shaped clamping member 140 extending
upwardly from the flange 58. The clamping member 140 is sized and
shaped as a rebar chair to receive and retain an elongate round
steel rebar, such as the rebar 142. The clamping member 140 has a
degree of resilience to it so that the rebar 142 can be pushed into
the clamping member and the clamping member will hold the rebar
with sufficient force such that the rebar will not be dislodged
from the clamping member when plastic concrete is poured into the
insulated concrete form 10 and on top of the horizontal foam
insulating panels 14-22. The clamping member 140 of the anchor
member 28 is aligned with the other clamping members of the other
anchor members in the same row of anchor members, such as the row
of anchor members 114-119, so that the same piece of rebar 142 can
be attached to the clamping members of the anchor members 28,
114-119 (see FIG. 10). Thus, aligned rows of panel anchor members
provide aligned rows of clamping members, such that additional rows
of rebar parallel to the rebar 142, such as the rebar 143-158, of a
desired length can be attached to the rows of panel anchor members.
Crossing columns of rebar, such as the rebar 159-165, are laid on
top of the rows of rebar, such as the rebar 142-158 to form a
conventional rebar grid. Where the columns and rows of rebar
intersect, such as the rebar 142, 143 and the rebar 159 (FIG. 20)
can be tied together with wire ties (not shown) in any conventional
manner known in the art. The panel anchor members, such as the
panel anchor member 28, are designed such that the distance from
the flange 46 to the C-shaped clamping member 140 will position the
rebar, such as the rebar 142 at approximately the mid-point of the
thickness of the tilt-up concrete panel. Thus, the panel anchor
member will automatically position the rebar grid at the proper
depth for the tilt-up concrete panel being constructed, as required
by structural design calculations.
[0069] After the rebar grid 142-156 and 159-165 is constructed in
the insulated concrete form 10, the form is filled with plastic
concrete 174. Sufficient plastic concrete 174 is placed in the form
such that the plastic concrete in the form reaches the top 176 of
the side form members 130-136. Embeds and/or inserts are attached
to the side forms member 13-136 or to the rebar grid, as needed or
desired. For example, FIG. 12 shows two lifting hooks 166, 168 in
the concrete. The top surface 180 of the plastic concrete 174 is
then finished in any desired conventional manner, such as by
troweling, or to provide other types of architectural finishes or
patterns.
[0070] As soon as the plastic concrete in the form has been
finished, an insulating material is placed on the top 176 of the
side form members 130-136 and the top surface 180 of the finished
plastic concrete 174, as shown in FIGS. 10 and 11. The insulating
material is preferably made from the same material as the foam
insulating panels 14-22 that form the bottom of the insulated
concrete form 10. The insulating material on top of the form 10 is
preferably made from five separate top foam insulating panels
joined together in the same manner as the foam insulating panels
14-22, such as the top foam insulating panels 182, 184, 186, as
shown in FIGS. 10 and 11 (only three of the five top foam
insulating panels are shown). However, the top foam insulating
panels 182-186 are slightly longer and wider than the bottom foam
insulating panels 14-22 so that the top foam insulating panels
overhang (i.e., extend horizontally outwardly beyond) the side form
members 130-136. Narrower side foam insulating panels 188, 190, 192
and 194 are positioned against the side form members 136, 132, 134,
130, respectively, and under the overhanging portions of the top
foam insulating panels, such as top foam insulating panels 182,
186. The side foam insulating panels 188-194 are attached to the
overhanging portion of the top foam insulating panels, such as the
top foam insulating panels 182-186, by any suitable means, such as
by an adhesive or by providing a connector, such as a screw,
through the top foam insulating panels into the side foam
insulating panels. The side foam insulating panels 188-194 can also
be attached to the side form members 130-136 by a water-proof
adhesive. The top foam insulating panels 182-186 and the side foam
insulating panels 188-194 are preferably the same thickness as the
bottom foam insulating panels 14-22, or of the same R-value as the
bottom panels. If the top and side foam insulating panels are made
from a material other than polystyrene, the top and side foam
insulating panels should have insulating properties equivalent to
at least 1 inch of expanded polystyrene foam; preferably, between
approximately 2 and approximately 8 inches of expanded polystyrene
foam; especially at least 2 inches of expanded polystyrene foam;
more especially at least 3 inches of expanded polystyrene foam;
most especially, at least 4 inches of expanded polystyrene
foam.
[0071] The objective of the present invention is to insulate the
plastic concrete 174 within the foam insulating panels/insulating
material as completely as possible; i.e., on all sides. As can be
seen in FIGS. 10 and 11, the plastic concrete 174 in the insulated
concrete form 10 is insulated on both the top and the bottom and on
all sides. Thus, the plastic concrete 174 in the form 10 is
completely encased or surrounded in insulating material by the
bottom foam insulating panels 14-22, the top foam insulating panels
182-186 and the side foam insulating panels 188-194.
[0072] In an alternate disclosed embodiment, an insulating blanket
195 may be substituted for the top foam insulating panels 182-186
and the side foam insulating panels 188-194 (FIGS. 12 and 13). The
insulating blanket 195 is draped over the top surface 180 of the
plastic concrete 174, the tops 176 of the side form members 130-136
and down the sides of the form; i.e., around the side form members
130-136 and down to the surface 13 of the concrete slab 12. Again,
the objective is to completely surround the plastic concrete 174
with insulating material. The insulating blanket is typically made
from a tarp filled with polyethylene or polypropylene foam.
Suitable insulating blankets are commercially available under the
designation Micro Foam from Pregis, Lake Forest, Ill. The
insulating blanket can also be an electrically heated insulating
blanket. Such heated insulating blankets have been used in highway
construction in the northern United States to prevent plastic
concrete from freezing in winter weather. Suitable electrically
heated insulating blankets are commercially available under the
designation Powerblanket from Power Blanket LLC, Salt Lake City,
Utah. Insulating blankets, such as the insulating blanket 195, have
advantages over the use of foam insulating panels, such as the foam
insulating panels 182-186, in that the insulating blankets are
flexible and can be rolled up for easier transportation. An
electrically heated blanket also has the advantage to being able to
provide additional heat to the curing concrete in order to
accelerate the curing process. The insulating blanker (or the
electrically heated insulating blanket) should have insulating
properties equivalent to at least 1 inch of expanded polystyrene
foam; preferably, between approximately 2 and approximately 8
inches of expanded polystyrene foam; especially at least 2 inches
of expanded polystyrene foam; more especially at least 3 inches of
expanded polystyrene foam; most especially, at least 4 inches of
expanded polystyrene foam.
[0073] Of course, for certain applications, it may be desirable to
omit the use of the insulating material on the top and sides of the
form; i.e., omit the use of the top foam insulating panels 182-186
and the side foam insulating panels 188-194 or omit the use of the
insulating blanket 195 (or the electrically heated insulating
blanket). In other situations, it may be desirable to place an
insulating blanket or an electrically heated insulating blanket on
top of the top foam insulating panels 182-186 and over the side
foam insulating panels 188-194.
[0074] The top foam insulating panels 182-186 and the side foam
insulating panels 188-194 (or the insulating blanket 195 or
electrically heated insulating blanket) are kept on the top and
sides of the plastic concrete 174 in the insulated concrete form 10
for a time sufficient for the plastic concrete to achieve
sufficient strength, such as sufficient compressive strength, so
that the partially cured tilt-up concrete panel can be raised from
the horizontal position to a vertical position without breaking or
suffering structural damage. The time necessary for the plastic
concrete 174 to achieve a desired amount or degree of cure will
vary depending on many factors, including the type of concrete mix
used, ambient temperatures, thickness of the concrete, and the
like. However, the insulating materials can generally be removed
from the insulated concrete form 10 after one to seven days. By
using the top foam insulating panels 182-186 and the side foam
insulating panels 188-194 or the insulating blanket 195 (or the
electrically heated insulating blanket) in accordance with the
present invention, the plastic concrete in the insulated concrete
form 10 will cure faster and will achieve early concrete strength
more quickly than prior art systems. The insulated concrete form 10
in accordance with the present invention also results in less
plastic concrete shrinkage, thereby reducing cracking of the
finished concrete. These benefits make the precast concrete panel
in accordance with the present invention stronger and allow the
panel to be raised to the vertical position earlier than prior art
systems. By retaining the water in the concrete mix within the
insulated concrete form and since that space is insulated by the
foam insulating panels and/or insulating blanket, the heat of
hydration is retained within the insulated concrete form such that
the concrete mix will achieve its maximum potential hardness,
thereby producing a stronger concrete wall.
[0075] After the plastic concrete 174 has achieved a desired amount
or degree of cure, the top foam insulating panels 182-186, the side
foam insulating panels 188-194 (or the insulating blanket or
electrically heated insulating blanket, if used) and the side form
members 130-136 are removed, thereby leaving the partially cured
tilt-up concrete panel 178 on top of the bottom foam insulating
panels 14-22. Since the concrete is at lease partially cured, the
panel anchor members, such as the panel anchor members 28, 100-113,
114-119 are securely anchored in the concrete by the flange 58. The
bottom foam insulating panels 14-22 are therefore securely attached
to the tilt-up concrete panel 178. The tilt-up concrete panel 178,
with the foam insulating panels 14-22 attached thereto, is then
raised from the horizontal position, as shown if FIG. 12, to the
vertical position, as shown in FIG. 15. The tilt-up concrete panel
178 and the foam insulating panels 14-22 are raised to the vertical
position using techniques and apparatus that are well known in the
art. After the tilt-up concrete panel 178 and the foam insulating
panels 14-22 are raised to the vertical position, the tilt-up
concrete panel is secured to a plurality of bracing members, such
as the bracing member 196. The temporary bracing member 196 is kept
in place while other similar tilt-up concrete panels are erected
adjacent to the concrete panel 178 and until the roof structural
members (not shown) are in place.
[0076] The panel anchor members, such as the panel anchor members
28, 100-113, 114-119, not only function for attachment of the foam
insulating panels 14-22 to the tilt-up concrete panel 178; they
also provide attachment points for vertical walls studs, clips or
other attachments used for securing exterior wall cladding. The
vertical wall studs allow for the installation of many different
types of wall claddings without penetrating the foam, the concrete
or the weather membrane. FIGS. 18-21 show a disclosed embodiment of
a vertical wall stud 200 in accordance with the present invention.
The wall stud 200 comprises an elongate U-shaped channel made from
a material having high flexural strength, such as steel or
aluminum. The wall stud 200 includes two parallel spaced side
members 202, 204 and a connecting bottom member 206. Extending
outwardly from the top of the side member 204 is a flange 208. The
side members 202, 204 provide extra strength and resistance to flex
of the bottom member 206. Formed in the bottom member 206 is an
elongated slot 210. The elongated slot 210 can be formed in the
wall stud 200 by stamping or any other suitable technique. The wall
stud 200 can be formed by extrusion, by roll forming or by any
other suitable manufacturing technique.
[0077] The length of the wall stud 200 will depend on the height of
the tilt-up concrete panel. However, it is contemplated that the
length of the wall stud 200 will be equal to the height of the
tilt-up concrete panel used in the building being constructed,
which in the present case is 20 feet. For ease of transportation,
it is also contemplated that two wall studs 20 may be used instead
of one longer wall stud. Therefore, in the presently disclosed
embodiment two 10 feet long wall studs may be used.
[0078] Each of the wall studs 200 will include a plurality of slots
identical to the slot 210 longitudinally spaced from each other.
For example, a second slot 210 is shown adjacent the slot 210. Also
the distance "A" from the slot 210 to the next adjacent slot 212 is
the same as the center-to-center distance from one panel anchor
member to the next vertically adjacent panel anchor member; e.g.,
from the panel anchor member 28 to the panel anchor member 100
(FIGS. 1 and 10). Alternately, the distance "A" can be one-half the
distance between adjacent panel anchor members; e.g., one-half the
distance from the panel anchor member 28 to the panel anchor member
100 (FIGS. 1 and 10). Thus, each wall stud 200 has a plurality of
slots, such as the slots 210, 212, spaced along the length thereof
and the number and spacing of the slots corresponds to the number
and spacing of the vertically aligned panel anchor members, such as
the panel anchor members 28, 100-113, used in the foam insulating
panels, such as foam insulating panels 14-22, or one-half of that
distance.
[0079] The wall stud 200 can be attached to the end 42 of the panel
anchor member 28 by inserting a pan head self-tapping screw 214
through one of the slots in the wall stud, such as the slot 212,
and into a hole 216 (FIGS. 2, 3 and 4) in the end 42 of the panel
anchor member 28. The screw 214 can then be tightened so that the
wall stud 200 is held firmly in place. It may be desirable to place
a pan head washer (not shown) between the screw 214 head and the
panel anchor member 28 so as to spread the load over a larger
surface area. Similarly, additional screws (not shown) can be
inserted into the other slots in the wall stud 200, such as the
slot 210, and secured to the other vertically aligned panel anchor
members, such as the panel anchor members 100-113. A second wall
stud, such as the wall stud 218, can be attached to the next
horizontally adjacent column of panel anchor members, such as the
panel anchor member 114 (which is identical to the panel anchor
member 28), in the same manner as described above for the wall stud
200. Specifically, the wall stud 218 can be attached to the end 42
of the panel anchor member 114 by inserting a self-tapping screw
220 through one of the slots in the wall stud and into a hole 216
(FIGS. 2, 3 and 4) in the end 42 of the panel anchor member 114.
The screw 220 can then be tightened so that the wall stud 218 is
held firmly in place. It may be desirable to place a washer (not
shown) between the screw head 220 and the panel anchor member 114
so as to spread the load over a larger surface area. Similarly,
additional screws (not shown) can be inserted into the other slots
(not shown) in the wall stud 218 and secured to the other panel
anchor members vertically aligned with the panel anchor member 114.
An exterior wall cladding member, such as the member 222, can be
attached to the vertical wall studs, such as the vertical wall
studs 200, 218 by securing a screw or other fastening member, such
as the screws 224, 226 through the wall cladding member 222 and
into the flanges 208, 208' of each of the vertical wall studs. The
wall cladding member 222 can be any suitable exterior wall
cladding, such as metal panels, wood siding, composite siding,
stone panels, stucco or other types of exterior wall cladding.
[0080] If it is desired to use an exterior finish for the tilt-up
concrete panel 178 different from that shown in FIG. 22, the
vertical wall studs can be omitted. The tilt-up concrete panel 178
can then be finished with several different exterior wall finishes
(FIG. 23). For example, stucco 230 can be applied directly to the
layer of reinforcing material 24 on the exterior surface of the
foam insulating panels 14-22. Alternately, thin bricks 232 can be
adhesively applied directly to the layer of reinforcing material 24
on the exterior surface of the foam insulating panels 14-22. If
full size brick are desired as the exterior finish, clips, such as
the clip 234 can be attached to the panel anchor members by placing
a self-tapping screw (not shown) through a hole or slot (not shown)
in the clip 234 and screwing the screw into the hole 216 in the end
42 of the panel anchor members, such as the panel anchor member 28.
A wire loop (not shown) attached to the clip 234 is then embedded
in mortar between adjacent rows of brick, such as the rows of brick
236, 238.
[0081] The insulated concrete forms of the present invention can be
used to form precast structures and tilt-up concrete panels for
exterior walls of buildings, load-bearing interior walls, columns,
piers, parking deck slabs, elevated slab, roofs and other similar
precast structures. However, the vast majority of tilt-up concrete
is used to construct exterior walls. Additionally, the insulated
concrete forms of the present invention can be used to form precast
structures including, but not limited to, walls, floors, decking,
beams, railings, pipe, vaults, underwater infrastructure, modular
paving products, retaining walls, storm water management products,
culverts, bridge systems, railroad ties, traffic barriers, tunnel
segments, light pole beams, light pole bases, transformer pads, and
the like. Precast concrete structures are usually prepared by
casting concrete in a reusable mold or form. Thus, the present
invention also includes providing insulating material on all
external surfaces of precast molds or forms, so that the precast
plastic concrete is completely surrounded by insulating material.
The insulating material should have insulating properties equal to
at least 1 inch of expanded polystyrene foam; preferably, between 2
and 8 inches of expanded polystyrene foam; especially at least 2
inches of expanded polystyrene foam; more especially at least 3
inches of expanded polystyrene foam; most especially, at least 4
inches of expanded polystyrene foam. The insulating material can be
in the form of preformed panels or sheets that can be attached to
the exterior surfaces of the reusable molds or forms for precast
concrete, such as by using a water-proof adhesive. Alternatively,
the insulating material can be sprayed on the exterior surface of
the reusable molds or forms for precast concrete in liquid form and
then foamed in situ, such as by including a blowing agent in the
liquid, such as a low-boiling liquid. Polymers that can be sprayed
on in liquid form and then foamed in situ include, but are not
limited to, polystyrene, polyurethane and other polymers well know
to those skilled in the art. Alternatively, the form or mold can be
made from a material having insulating properties equal to at least
1 inch of expanded polystyrene foam; preferably, between
approximately 2 and approximately 8 inches of expanded polystyrene
foam; especially at least 2 inches of expanded polystyrene foam;
more especially at least 3 inches of expanded polystyrene foam;
most especially, at least 4 inches of expanded polystyrene foam.
Therefore, instead of making the precast form or mold from wood or
metal, the form can be made from a rigid polymer or a rigid polymer
foam, such as foams or solid polymers of polyurethane,
polyisocyanurate, epoxy resin and the like. Depending on the
application, it may be desirable to include reinforcement in the
polymer or polymer foam, such as fiberglass or carbon fibers.
Alternately, the form or mold for the precast concrete can be
completely surrounded by an insulating blanket or an electrically
heated insulating blanket. The insulating blanket, or electrically
heated insulating blanket, should have insulating properties equal
to at least 1 inch of expanded polystyrene foam; preferably,
between approximately 2 and approximately 8 inches of expanded
polystyrene foam; especially at least 2 inches of expanded
polystyrene foam; more especially at least 3 inches of expanded
polystyrene foam; most especially, at least 4 inches of expanded
polystyrene foam. Alternately, the form or mold for the precast
concrete can be partially surrounded by insulting foam and the
remainder of the form or mold for the precast concrete surrounded
by an insulating blanket or electrically heated insulating blanket.
Alternately, the form or mold for the precast concrete can be
completely surrounded by insulating foam and the insulating foam
either partially or completely surrounded by insulating blanket or
electrically heated insulating blanket.
[0082] It should be understood, of course, that the foregoing
relates only to certain disclosed embodiments of the present
invention and that numerous modifications or alterations may be
made therein without departing from the spirit and scope of the
invention as set forth in the appended claims.
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