BACKGROUND OF THE INVENTION
[0001] This invention relates generally to relatively large flat panel products that are
used to create the form structure or mold for supporting a concrete pour during the
pouring and curing stage. More particularly, it relates to a composite wood based
panel product with improved stiffness and durability properties for use as a concrete
form or mold member.
[0002] In the past one basic element used in making concrete forms or molds has been the
relatively flat panel. One of the early panel products used for concrete forms was
ordinary plywood, layers of wood veneer laid up to form relatively stiff panels. Early
it was recognized that when untreated wood was used the grain pattern would be left
on the concrete face and further that whatever defects were on the face of the plywood
panel they too would appear on the face of the concrete. In addition, the basic plywood
panels were not able to be reused more than three or four times before they lost their
properties and usefulness as concrete form members.
[0003] Consequently, it became necessary to begin treating the standard panel products used
as concrete forms with various coatings to improve surface quality, releasability,
durability, and other suitable properties. Now it is the basic standard plywood panel
but one which is treated that is being used as the basic wood based panel for making
concrete forms.
[0004] One commercially available plywood based composite concrete form panel is the overlaid
product where resin impregnated heavy paper is overlaid against the surfaces of the
plywood substrate and then cured to form the so-called medium and high density overlaid
concrete form panel products. In recent years another new product has been introduced
with greater strength properties than typical treated plywood simply by adding additional
layers of veneer so that the multilayered product has from 10 to 15 layers of veneer.
This plywood panel product then is sealed on both faces by the impregnation of phenolic
resins prior to the application of phenolic plastic faces applied in a hot press.
The edges in this concrete form panel product are sealed to inhibit moisture penetration.
[0005] A new composite wood based panel product has been introduced recently that has now
been found to make an excellent substrate for the manufacture of composite concrete
form panel products. Problems with existing concrete form panel products, as previously
noted, also include the lack of complete moisture resistance, the lack of structural
stiffness, and cost. It has been found with the product of the present invention that
enhanced properties are generated as are lower manufacturing costs to produce a very
stiff, moisture resistant, highly reusable, durable concrete form panel product.
[0006] Thus, from the foregoing, one object of the present invention is to provide a stiffer
concrete form panel product and one that is capable of being reused time and time
again.
[0007] A further object of the present invention is to provide a completely sealed wood
based substrate that utilizes components specifically selected for contact with concrete.
[0008] These and many other objects of the present invention will become more apparent upon
reading the specification to follow in conjunction with the attached drawing.
BRIEF SUMMARY OF THE INVENTION
[0009] Briefly stated, this invention is practiced in one form by encapsulating or completely
covering the surfaces of a wood based panel product that has predetermined stiffness
properties greater than those of state-of-the-art wood based substrates. The encapsulation
includes at least a polymer overlay with the polymer of choice being a vinyl material
covering both large surfaces and affixed to the underlying wood faces with en epoxy
based adhesive. Preferably the polymeric material has incorporated therein a concrete
release agent. In addition, the polymeric material is stabilized to the exposure of
ultraviolet radiation. In one embodiment of the improved product, the four edges are
also covered with a polymeric material, preferably vinyl, and adhered thereto with
a hot melt type of adhesive. The resulting product is the completely encapsulated
wood based concrete form panel product.
BRIEF DESCRIPTION OF THE DRAWINGS
[0010]
Figure 1 is a partially cut away isomeric view of the improved panel product.
Figure 2 is a cross-sectional view taken along line 2-2 of Figure 1 and shows the
wood based substrate material with the polymeric material completely encapsulating
the substrate.
Figure 3 is also a cross-sectional view taken along line 3-3 of Figure 1 similarly
depicting that the end edges of the composite product have the polymeric material
covering them to completely encapsulate the wood based substrate.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
[0011] Turning first to the figures, the basic structure of the present product will be
described. In Figure 1 the planar form of the composite wood based concrete form panel
product is generally indicated at 10. The most typical size for these concrete form
panel products is 4′ x 8′. As will become apparent, the present product can be manufactured
in different sizes, particularly in view of the type of wood based substrate that
is used in its manufacturing process. The wood based substrate material is a commercially
available product manufactured and sold by the assignee of the present invention under
the trademark "STRUCTURWOOD" and includes at least three distinct layers with each
layer comprised of oriented strands of wood particles bonded together with a phenolic
based adhesive system. These wood based panel products are generally referred to in
the industry as oriented strandboards or oriented flakeboards. Briefly they are manufactured
by generating the elongated wood particles or strands and then usually in a continuous
manufacturing process sequentially creating the layer on a traveling screen at orienting
stations where the face layers will have the strands generally oriented in the longer
dimension while the inner ply will have its strands oriented in a crosswise direction,
substantially perpendicular, to the direction of the strands in the face layers. The
analogy is to a three-ply sheet of typical plywood. Prior to orienting the strands
in the respective layers, the suitable adhesive is incorporated either as a spray
or in other suitable form so that once the loosely compacted mat is formed it may
then be directed to the pressing apparatus for consolidation and curing of the adhesive.
Upon the application of heat and pressure in the press for a sufficient time, the
resin cures and the panel is pressed to its final predetermined thickness at the preselected
density.
[0012] As will be appreciated by those skilled in the wood based composite panel manufacturing
art, these types of panel products can be manufactured in varying thicknesses depending
upon the ultimate end use and additionally, they can be pressed into various widths
and lengths depending upon the dimensions of the press being utilized. Plywood panels,
on the other hand, are generally pressed to the typical 4′ x 8′ size in a multi-opening
vertically stacked press.
[0013] Representative values for the Weyerhaeuser Company STRUCTURWOOD product are contained
in the following tables.
TABLE I
|
Stress Applied Parallel To Face Flake Orientation |
Stress Applied Perpendicular To Face Flake Orientation |
Flatwise Bending |
|
|
fb |
1,800 psi |
950 psi |
E |
1,350,000 psi |
500,000 psi |
Edgewise Bending |
|
|
fb |
1,350 psi |
1,050 psi |
E |
850,000 psi |
500,000 psi |
Tension |
|
|
ft |
900 psi |
550 psi |
Values Shown: Normal 10-year Load Duration |
Dry End Use Conditions |
TABLE II
Properties to Be Used with Structurwood Design Values |
Normal Thickness |
Moment of Inertia (in. 4/ft.) |
Section Modulus (in. 3/ft.) |
Thickness For Tension and Edge Binding (in.) |
7/16" |
0.084 |
0.383 |
0.438 |
1/2" |
0.125 |
0.500 |
0.500 |
9/16" |
0.178 |
0.633 |
0.563 |
19/32" |
0.209 |
0.705 |
0.594 |
5/8" |
0.244 |
0.781 |
0.625 |
23/32" |
0.371 |
1.033 |
0.719 |
3/4" |
0.422 |
1.125 |
0.750 |
TABLE III
PERFORMANCE |
Relative to Commonly Accepted Standards of Industrial Market Segment |
Properties |
ANSI A 208.1 |
Structurwood* |
MOR psi |
2,500 |
5,500 |
MOE psi |
450,000 |
1,000,000 |
Internal Bond psi |
50 |
60 |
Screw Holding lbs. |
|
|
-Face |
250 |
325 |
-Edge |
200 |
240 |
Density lbs/cf |
36+ |
36-40 |
Thickness tolerance, in. |
± 0.030 |
± 0.032 |
Linear Expansion % |
0.20 |
0.1 |
[0014] It can be noted from these tables that the oriented strand panel product has very
good properties. Thus, the wood based substrate used in the manufacture of the present
improved product directly yields the increased stiffness values for the completed
composite concrete from panel product. Another advantage in utilizing an oriented
strand type product for the substrate is the uniformity in the surface, flatness and
appearance owing to the use of the strands and pressing process. When using plywood
type substrates, oftentimes there are knot holes and other defects present in the
surface layers which can carry visual defects into the surface of the finished concrete.
[0015] As seen in Figure 1, the definitive layers of oriented strand material are designated
by reference numerals 12, 14 and 16. The individual strands in core layer 14 run substantially
perpendicular to those in outer layers 12 and 16. In the final concrete form panel
product as depicted in Figures 2 and 3, both upper and lower flat surfaces will have
securely attached thereto a polymeric material covering the entire surface and depicted
as polymeric layers 18 and 20. Additionally, the long side edges are also covered
with a layer of the same polymeric material with the long strips being indicated at
22 and 24. These layers of polymeric material are bonded to the respective surfaces
of the oriented strand wood based substrate by the use of suitable adhesive which
in the preferred embodiment is a hot melt epoxy type adhesive that is highly moisture
resistant and provides a complete bond between the polymeric material and the surface
of the wood based substrate. Any suitable method for attaching the polymeric surface
layers to the wood based substrate may be utilized, such as by spraying or rolling
the epoxy adhesive on the wood surfaces and then laminating the polymeric material
thereto. In the preferred alternative the adhesive is coated onto the polymeric material
and then laminated to the substrate.
[0016] In the preferred embodiment, the polymeric material is selected from commercially
available vinyl and is selected, in part, based on its thicknesses. In one embodiment,
the thickness of the vinyl material is .020 inches while in another embodiment the
polymeric material is a thickness of .030 inches. Incorporated into the polymeric
material should be a suitable release agent for allowing the concrete form panel product
to easily separate from the concrete. In addition, the polymeric material should be
suitably stabilized by an ultraviolet treatment to reduce degradation from sunlight
since in the past radiation from the sun tends to cause blistering and delamination
in composite state-of-the-art concrete form panel products. For the normal application,
the polymeric surface layers will be smooth providing a smooth surface against the
concrete being cured. In another embodiment, however, additional texturing material
can be added to the polymeric material to provide an antiskid surface to the surface
layers of the concrete form panel product. These will normally be added to the polymeric
material that is thicker and, of course, when incorporated and used at a construction
site will result in improved antiskid properties.
[0017] As may be seen in Figure 2, the polymeric material is shown being applied to one
large surface and having edges extending outwardly which are then wrapped upwardly
to encapsulate the longer side edges of the wood based substrate material. In this
embodiment, then, the upper surface 18 has affixed thereto a single sheet of polymeric
material that dimensionally will coincide with the dimensions of the wood based substrate
material but with some added to overlap the narrow edges of the polymeric material
that extends along the long edges of the wood based substrate. With such a product,
there are no joints in the polymeric material along the edges on one surface of the
wood based substrate.
[0018] In the embodiment depicted in Figure 3 the upper and lower larger surfaces and the
long side edges of the wood based substrate are covered with the polymeric material
that covers the respective surfaces. In covering the shorter end edges of the wood
based substrate material, individual strips 26 and 28 of polymeric material will be
used but all individual pieces of polymeric material will be sized so that when the
composite product is complete, while there will be joints, the wood based substrate
material will be completely encapsulated by polymeric material. This encapsulation
process results in the completely covered wood based substrate that is highly resistant
to moisture penetration and adds significantly to the useful life of the wood based
concrete form panel product.
[0019] It will be appreciated by those skilled in the art that suitable polymeric materials,
in particular, special sheet vinyl products are commercially available from suppliers
such as B. F. Goodrich, as are the suitable adhesive products and, in particular,
epoxy type products which are available from manufacturers such as Daubert Chemical
Co.
[0020] When the improved concrete form panel products of the present invention are required
to be cut in the field, therefore exposing a wood based edge, a liquid polyurethane
based sealer should be applied to the exposed edge to re-encapsulate the entire wood
based substrate. Again, suitable liquid polyurethane sealers are commercially available
and may be obtained from a manufacturer such as Daubert Chemical Co. In the following
table, stiffness comparisons are presented for several different product thicknesses
with the product constructed according to the present invention having the values
in the column identified as STRUCTURWOOD. The column identified as Reg HDO represents
values for a high density overlaid type concrete panel product while the column identified
as MDO B-Matte is a medium density overlaid product. The three columns, Class 1, Class
2, and Struc-I under the column identified as BB Plyform Grades represent the more
typical plywood type concrete form panel products that have the wood surfaces treated
but not overlaid with any additional material. The column identified as Finn Form
shows the values for a plywood type substrate having 10-15 veneer layers and then
having additional plastic faces applied thereto.
TABLE IV
STIFFNESS COMPARISONS |
EI in sq. in-lbs |
Thickness Inch |
STRUCTURWOOD |
Reg HDO |
MDO B-Matte |
BB Plyform Grades |
Struc-1 |
Finn Form |
|
|
|
|
Class 1 |
Class 2 |
|
|
1/2 |
168,750 |
132,000 |
132,000 |
127,000 |
107,000 |
129,000 |
142,000 |
5/8 |
329,400 |
238,500 |
238,500 |
195,000 |
185,900 |
216,100 |
304,000 |
3/4 |
569,700 |
394,500 |
360,000 |
328,300 |
283,140 |
333,300 |
489,000 |
[0021] In terms of stiffness values, it will be seen the values for the STRUCTURWOOD product
and those for the Finn form product are comparable, but the Finn Form product is much
costlier to manufacture and may not provide the same reusability and useful life that
the STRUCTURWOOD product provides. It is expected that the product of the present
invention with the relatively thinner vinyl covering when proper care is taken will
be able to be reused many times while the product having the thicker vinly covering
is expected to have a reuse factor of perhaps up to 200 times. This is primarily because
of the toughness and durability of the selected polymeric material and the adhesives
used to bond the polymeric material to the surfaces of the wood based oriented strand
type substrate. Due to the overall lower cost of the oriented strand type substrate
material, tougher more durable polymeric sheet material can be used, together with
the epoxy type adhesives, resulting in an overall stiffer and more durable concrete
form panel product capable of significantly greater reusability at reasonable prices.
Given the type of composite structure of the wood based substrate, no gaps or wood
grain will appear on the surface of the concrete. Since the oriented strand type of
wood based panel can be manufactured in longer lengths (longer than the typical 8-foot
length for plywood panels), longer composite products made according to the present
invention can be fabricated which can then result in fewer joints appearing along
the surface of the concrete being formed. In addition, since the wood based substrate
material is completely encapsulated by the polymeric material, moisture buildup is
substantially eliminated, thereby adding to the life of the product and increasing
the reusability.
[0022] Having described in detail the present invention and several embodiments, it may
occur to others having ordinary skill in the art to make modifications not disclosed
herein. All embodiments described herein and those obvious from the description are
intended to be included within the scope of the appended claims.
1. A wood based panel useful as a concrete form panel, comprising:
a plurality of elongated oriented strands of wood particles bonded together with a
water resistant adhesive system forming at least one discrete layer in the panel with
the resulting panel having two large substantially flat surfaces and substantially
flat side edges,
layers of a polymeric overlay material bonded to each large surface and at least some
of the side edges with a hot melt type epoxy adhesive whereby substantially all surfaces
of the panel are encapsulated within the layers of polymeric overlay material.
2. The panel of claim 1 in which the polymeric material is a vinyl.
3. The panel of claim 1 in which a concrete release agent is incorporated into the
polymeric material.
4. The panel of claim 1 in which the polymeric material is stabilized to the exposure
of ultraviolet radiation.
5. The panel of claim 1 in which the polymeric material has an antiskid material incorporated
therein.
6. The panel of claim 1 in which the stiffness properties of the underlying wood based
panel are predetermined.