U.S. patent application number 15/489642 was filed with the patent office on 2017-08-03 for hollow, composite rebar structure, associated fabrication methodology, and apparatus.
This patent application is currently assigned to Composite Rebar Technologies, Inc.. The applicant listed for this patent is Composite Rebar Technologies, Inc.. Invention is credited to Robert C. Gibson, Thomas A. Hershberger, Thomas S. Ohnstad, Richard A. Schulte, Sean Walsh, Gregory A. Zjaba.
Application Number | 20170218630 15/489642 |
Document ID | / |
Family ID | 55454225 |
Filed Date | 2017-08-03 |
United States Patent
Application |
20170218630 |
Kind Code |
A1 |
Gibson; Robert C. ; et
al. |
August 3, 2017 |
HOLLOW, COMPOSITE REBAR STRUCTURE, ASSOCIATED FABRICATION
METHODOLOGY, AND APPARATUS
Abstract
A rebar structure for concrete reinforcement may include an
elongate tubular central wall portion having an inside surface and
an outside surface. The central wall portion may be formed
circumferentially around a core axis and may include glass or
carbon fibers mostly being oriented longitudinally parallel to the
core axis. The rebar structure may include an inner wall portion
bonded to the inside surface of the central wall portion. The inner
wall portion may include glass or carbon fibers and may have a
higher percentage of fibers oriented non-parallel to the core axis
as compared to the central wall portion.
Inventors: |
Gibson; Robert C.; (Chicago,
IL) ; Ohnstad; Thomas S.; (Salem, OR) ;
Hershberger; Thomas A.; (Madison, WI) ; Zjaba;
Gregory A.; (Verona, WI) ; Schulte; Richard A.;
(Madison, WI) ; Walsh; Sean; (Carrboro,
NC) |
|
Applicant: |
Name |
City |
State |
Country |
Type |
Composite Rebar Technologies, Inc. |
Portland |
OR |
US |
|
|
Assignee: |
Composite Rebar Technologies,
Inc.
Portland
OR
|
Family ID: |
55454225 |
Appl. No.: |
15/489642 |
Filed: |
April 17, 2017 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
|
|
14857722 |
Sep 17, 2015 |
9624667 |
|
|
15489642 |
|
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|
62051715 |
Sep 17, 2014 |
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Current U.S.
Class: |
1/1 |
Current CPC
Class: |
B29C 70/521 20130101;
B29K 2309/08 20130101; B29C 48/09 20190201; B29C 48/21 20190201;
B29C 48/151 20190201; B29C 70/52 20130101; B29K 2307/04 20130101;
E04C 5/07 20130101; B29K 2101/10 20130101 |
International
Class: |
E04C 5/07 20060101
E04C005/07; B29C 47/06 20060101 B29C047/06; B29C 70/52 20060101
B29C070/52; B29C 47/00 20060101 B29C047/00 |
Claims
1. A method of making rebar, comprising: forming an uncured inner
layer of a hollow tubular rebar structure around an internal
support structure and a core axis, along a processing path,
upstream from a pultrusion die, the inner layer comprising resin
and fibers comprising at least one of glass, carbon, and basalt,
forming an uncured central layer of the hollow tubular rebar
structure around the uncured inner layer, upstream from the
pultrusion die, the central layer comprising resin and fibers
comprising at least one of glass, carbon, and basalt, the fibers
oriented mostly parallel to the core axis, the inner layer having a
higher percentage of fibers oriented non-parallel to the core axis
as compared to the central layer.
2. The method of claim 1, further comprising forming an uncured
outer layer of the hollow tubular rebar structure around the
uncured central layer, upstream from the pultrusion die, the outer
layer comprising resin and fibers comprising at least one of glass,
carbon, and basalt, the outer layer having a higher percentage of
fibers oriented non-parallel to the core axis as compared to the
central layer.
3. The method of claim 1, further comprising forming a
purchase-enhancing structure on the exterior of the rebar.
4. The method of claim 1, wherein the step of forming a
purchase-enhancing structure includes wrapping a textured material
around an external surface of the uncured rebar structure upstream
of the pultrusion die and removing the textured material downstream
of the pultrusion die, thereby leaving a permanent granular
external texture to the rebar after curing.
5. The method of claim 1, wherein the inner layer comprises a mat
material.
6. The method of claim 1, wherein the inner layer comprises
texturized rovings.
7. The method of claim 4, wherein the hollow rebar structure is
partially cured in the pultrusion die and fully cured in an oven
disposed downstream of removing the textured material.
8. The method of claim 4, wherein the internal support structure is
an elongate mandrel.
9. An apparatus for making an elongate, composite-material rebar
structure, said apparatus having a rebar-formation axis and
upstream and downstream regions disposed at spaced locations along
said axis, said apparatus comprising: an internal support structure
having a long axis which is substantially coincident with said
rebar-formation axis, extending from said upstream region toward
said downstream region; a guide configured to form an uncured inner
layer around the internal support structure and an uncured central
layer around the uncured inner layer, the inner and central layers
comprising resin and fibers, the fibers comprising at least one of
glass, carbon, and basalt, the central layer having fibers oriented
mostly parallel to the rebar-formation axis and the inner layer
having a higher percentage of fibers oriented non-parallel to the
core axis as compared to the central layer; a pultrusion die having
a long axis which is substantially coincident with the
rebar-formation axis, circumsurrounding the internal support
structure, configured to form an elongate, composite, hollow rebar
structure including the inner layer and the central layer, disposed
downstream of the guide.
10. The apparatus of claim 9, further comprising a peel/ply
application assembly disposed upstream of the pultrusion die and
configured to wrap a textured material over the uncured central
layer.
11. The apparatus of claim 10, further comprising a peel/ply
removal assembly disposed downstream of the pultrusion die and
configured to remove the textured material from the hollow rebar
structure.
12. The apparatus of claim 11, wherein the pultrusion die is
configured to cure the hollow rebar structure to a less-than 100%
cured state and further comprising an oven disposed downstream of
the peel-ply removal assembly, the oven configured to cure the
hollow rebar structure to a fully cured state.
13. The apparatus of claim 10, wherein the guide is further
configured to form an uncured outer layer around the uncured
central layer comprising resin and fibers, the fibers comprising at
least one of glass, carbon, and basalt, the outer layer having a
higher percentage of fibers oriented non-parallel to the core axis
as compared to the central layer.
14. The apparatus of claim 10, wherein the internal support
structure is an elongate mandrel.
Description
CROSS-REFERENCE TO PRIORITY APPLICATION
[0001] This application is a divisional of U.S. patent application
Ser. No. 14/857,722 filed Sep. 17, 2015 which claims filing-date
priority to U.S. Provisional Patent Application Ser. No.
62/051,715, filed Sep. 17, 2014, for "Hollow Composite Rebar
Structure with Enhanced Hoop Strength and Pull-out Resistance, and
Associated Fabrication Methodology and Apparatus". The complete
disclosures of each application are hereby incorporated by
reference in their entireties for all purposes.
BACKGROUND
[0002] This invention pertains to hollow, composite-material, rebar
structure, to methodology for making this structure, and to
apparatus which implement the making methodology.
[0003] Rebar is commonly used to reinforce concrete structures such
as roads, bridges, tunnels, airport runways, levies, and parking
decks among others. In such structures, the rebar is embedded
within the concrete and the external surface of the rebar is often
ribbed in order to mechanically bind it to the concrete. The
concrete provides compression strength (roughly speaking,
resistance to compression) and the rebar provide tensile strength
(resistance to pulling). Concrete is the most widely-used,
man-made, construction material today.
[0004] Rebar products made out of composites of fibers and resin
provide several advantages over those made out of steel. First and
foremost, composite-material rebar does not experience the
corrosion and degradation that steel does in some concrete
environments. As the steel rebar corrodes it loses strength,
thereby becoming less effective at carrying tensile loads. Further,
as the rebar corrodes it expands substantially and "blows apart"
the surrounding concrete mass, thereby rendering the concrete less
effective at carrying compressive loads.
[0005] Such failing structures cannot be repaired from the inside
and often have to be replaced entirely. This replacement is often
costly, both financially as well as environmentally. The financial
cost is apparent. The environmental cost becomes clear when one
considers the environmental impact of manufacturing and
transporting the replacement concrete and cement, which cannot be
recycled. Therefore, while composite-material rebar may be
nominally more expensive than steel rebar, using composite-material
rebar will ultimately result in a less expensive overall structure
due to the extended lifespan of the reinforced concrete that will
not need to be replaced.
[0006] Composite-material rebar products that have a hollow center
along their long axis confer several advantages over solid
composite-material rebar products. The tensile strength of solid
composite rebar does not increase linearly with the diameter of the
rebar. Therefore, to increase the tensile strength considerably the
rebar must be made thicker than one would otherwise expect.
Increasing the diameter of the rebar increases the material cost of
the product and may make the rebar more susceptible to failure due
to load-carrying effects that differ between the fibers at the
center and those at the edge of the rebar.
[0007] In contrast, hollow composite-material rebar will not
increase in cost as much with an increase in diameter as a hollow
product will be composed of much less material than a solid
product. Further, by making the rebar hollow and omitting the
fibers at the center of the rebar, there will be less discrepancy
in load between the fibers of the rebar.
[0008] Another benefit to hollow composite-material rebar is the
strength of the rebar can be adjusted by varying the thickness of
the wall of the rebar without changing the outer diameter of the
rebar. In contrast, increasing the strength of solid rebar by
increasing the outer diameter of the rebar will result in
correspondingly less concrete in a similarly sized structure, and
therefore, less compression strength. Thus, the tensile strength of
the hollow rebar may be adjusted without an effect on the
compression strength of the surrounding concrete.
[0009] Finally, hollow rebar can provide a conduit or passageway
through a reinforced concrete structure not available if solid
rebar is used. Such a passageway could be used for the flow of
different fluids, electrical cables, fiber optic cables, as well as
for accommodating the internal employment of information yielding
sensors, among others.
[0010] A natural question to ask when considering hollow rebar is,
"Will it collapse?" It is possible that compressive radial forces
may cause a hollow rebar element to collapse. Further, forces that
pull on the ends of a hollow rebar element may cause the rebar to
collapse radially, much as a Chinese finger puzzle. If a rebar
element were to collapse radially, the external surface of the
rebar would necessarily pull away from the corresponding internal
surface of the concrete to which the rebar was bonded. This may
cause a dramatic failure where the rebar is pulled out of the
concrete structure.
[0011] The present disclosure provides a hollow composite-material
rebar structure than may have enhanced radial strength and
resistance to pull-out. The present disclosure further provides for
an apparatus capable of producing such a hollow composite-material
rebar structure and a method of using said apparatus.
SUMMARY
[0012] A rebar structure for concrete reinforcement may include an
elongate tubular central wall portion having an inside surface and
an outside surface. The central wall portion may be formed
circumferentially around a core axis and may include glass or
carbon fibers mostly being oriented longitudinally parallel to the
core axis. The rebar structure may include an inner wall portion
bonded to the inside surface of the central wall portion. The inner
wall portion may include glass or carbon fibers and may have a
higher percentage of fibers oriented non-parallel to the core axis
as compared to the central wall portion.
[0013] A method of making rebar may include forming an uncured
inner layer of a hollow tubular rebar structure around a mandrel
and a core axis. The inner layer may be formed along a processing
path and upstream from a pultrusion die. The inner layer may
include resin and glass or carbon fibers. The method may include
forming an uncured central layer of the hollow tubular rebar
structure around the uncured inner layer and upstream from the
pultrusion die. The central layer may include resin and glass or
carbon fibers oriented mostly parallel to the core axis. The inner
layer having a higher percentage of fibers oriented non-parallel to
the core axis as compared to the central layer.
[0014] An apparatus for making an elongate, composite-material
rebar structure may include an elongate mandrel. The apparatus may
have a rebar-formation axis and upstream and downstream regions
disposed at spaced locations along said axis. The mandrel may have
a long axis which is substantially coincident with said
rebar-formation axis and may extend from said upstream region
toward said downstream region. The apparatus may include an inner
guide configured to form an uncured inner layer around the mandrel
of resin and glass or carbon fibers. The apparatus may include a
central guide downstream of the inner guide configured to form an
uncured central layer, around the uncured inner layer, of resin and
glass or carbon fibers. The central layer may have fibers oriented
mostly parallel to the rebar-formation axis and the inner layer may
have a higher percentage of fibers oriented non-parallel to the
core axis as compared to the central layer. The apparatus may
include a pultrusion die having a long axis which is substantially
coincident with the rebar-formation axis, circumsurrounding the
mandrel. The pultrusion die may be configured to form an elongate,
composite, hollow rebar structure including the inner layer and the
central layer and may be disposed downstream of the inner guide and
the central guide.
[0015] The present disclosure provides various structures,
manufacturing apparatuses and methods of use thereof. In some
embodiments, a hollow rebar structure may include an inner layer of
multi-directional fibers and a central layer of uni-directional
fibers. In some embodiments, an apparatus may be configured to make
such a hollow rebar structure, including an external
purchase-enhancing structure. In some embodiments, the hollow rebar
structure may include a reinforcing core structure.
[0016] Features, functions, and advantages may be achieved
independently in various embodiments of the present disclosure, or
may be combined in yet other embodiments, further details of which
can be seen with reference to the following description and
drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
[0017] FIG. 1 is a schematic, isometric view of a portion of a
hollow composite-material rebar structure, or rebar.
[0018] FIG. 2 is a schematic, cross-sectional view of the rebar of
FIG. 1.
[0019] FIGS. 3A and 3B together are a schematic view of a hollow
composite-material rebar structure manufacturing apparatus.
[0020] FIG. 4 is a flow chart illustrating a method of making a
hollow composite-material rebar structure.
DESCRIPTION
Overview
[0021] Various embodiments of a hollow composite-material rebar
structure having a plurality of fiber-reinforces layers are
described below and illustrated in the associated drawings. Unless
otherwise specified, the rebar structure and/or its various
components may, but are not required to, contain at least one of
the structure, components, functionality, and/or variations
described, illustrated, and/or incorporated herein. Furthermore,
the structures, components, functionalities, and/or variations
described, illustrated, and/or incorporated herein in connection
with the present teachings may, but are not required to, be
included in other composite-material structural components. The
following description of various embodiments is merely exemplary in
nature and is in no way intended to limit the disclosure, its
application, or uses. Additionally, the advantages provided by the
embodiments, as described below, are illustrative in nature and not
all embodiments provide the same advantages or the same degree of
advantages.
Examples, Components, and Alternatives
[0022] The following sections describe selected aspects of
exemplary hollow, composite-material rebar structures as well as
related systems and/or methods. The examples in these sections are
intended for illustration and should not be interpreted as limiting
the entire scope of the present disclosure. Each section may
include one or more distinct inventions, and/or contextual or
related information, function, and/or structure.
EXAMPLE 1
[0023] This example describes an illustrative elongate, hollow,
composite-material rebar structure having a plurality of
fiber-reinforced layers and various alternative structures, see
FIGS. 1-2.
[0024] FIG. 1 is a schematic, isometric view of a portion of a
hollow, composite-material rebar structure, or rebar, generally
indicated at 10. Rebar 10 may include an elongate tubular central
wall portion 12, an elongate tubular inner wall portion 14, and an
elongate tubular outer wall portion 16. Rebar 10 may have a long
core axis 18, a hollow interior space 20, and an external,
purchase-enhancing structure 22 on an exterior surface of the
rebar.
[0025] Elongate central wall portion 12 may be formed
circumferentially around a long core axis substantially coincident
with the long axis 18 of rebar 10. The central wall portion may
have an inside or inner surface defining a hollow interior and an
outside or outer surface. Central wall portion 12 may be a
composite material formed of fibers and resin.
[0026] Central wall portion 12 may be a pultruded structure. It may
be formed of any suitable thermoset plastic resin, such as urethane
modified vinyl ester, in which are embedded a plurality of fibers
whose long axes substantially parallel rebar axis 18. The fibers
may be glass fibers, such as E-glass, E-CR glass, or S-glass, or
other fiber materials such as basalt or carbon. The long fibers may
be distributed evenly throughout the central wall portion and may
occupy 77% of the volume of the central wall portion, though other
percentages are certainly possible.
[0027] The fibers in the central wall portion may be mostly
oriented longitudinally parallel to the core axis 18. That is, a
percentage of fibers that point substantially parallel to the core
axis 18 may be at least 99%, or may be at least 95%, or may be at
least 90%, or may be at least 80%, or may be at least 70%, or may
be at least 60%, or may be at least 50%. Fibers that point largely
along the core axis 18 may be said to be "on axis." The central
wall portion may have a thickness of approximately 0.125 inches or
a thickness in a range of 0.0625 inches to 0.50 inches, though
other ranges are possible.
[0028] The central wall portion may account for most of the tensile
strength of rebar structure 10. In particular, the long fibers
included in the central wall portion may be able to withstand
substantial pulling forces.
[0029] The resin incorporated into the central wall portion 12 may
carry other particulate fillers, for example platy or needle-shaped
fillers. These particulate fillers may be oriented randomly and may
enhance the load-carrying capabilities of rebar structure 10 along
the long axis of the rebar or in other directions. Other additives
may be included, for example a catalyst, a release agent, a
pigment, or a UV stabilizer, among others. These additives may aid
in a curing process, change the visual appearance of the rebar, or
increase the stability of the finished product.
[0030] Elongate inner wall portion 14 may have a long axis
substantially coincident with the long rebar axis 18. The inner
wall portion may have an inner surface which may define the hollow
interior space 20. The inner wall portion may be bonded to the
inside surface of the central wall portion 12. Inner wall portion
14 may be a composite material formed of fiber and resin.
[0031] Inner wall portion 14 may be a pultruded structure and may
be formed at substantially the same time as the central wall
portion. It may be formed of any suitable thermoset plastic resin,
such as urethane modified vinyl ester, in which are embedded a
plurality of fibers. The resin used for inner wall portion 14 may
be the same as the resin used for the central wall portion 12. As
with the central wall portion, the resin used for the inner wall
portion may include various particulate fillers or additives.
[0032] The plurality of fibers in the inner wall portion may
include fibers having a long axis substantially parallel to the
rebar axis 18. The plurality of fibers may include fibers having
long axes that are not parallel to the rebar axis and instead point
in random directions having at least one component around the long
rebar axis. That is, the inner wall portion may have a higher
percentage of fibers oriented non-parallel to the core axis as
compared to the central wall portion. Fibers that are substantially
non-parallel to the core axis may be said to be "off axis." The
fibers may be glass fibers, such as E-glass, E-CR glass, or
S-glass, or other fiber materials such as basalt or carbon. The
fibers in the inner wall portion may be mostly longer than, for
example, one inch, or 0.50 inches, or 1.5 inches per fiber. The
inner wall portion may have a thickness of approximately 0.020
inches or a thickness in a range of 0.015 inches to 0.060 inches.
The inner wall portion may have an inner diameter in a range of
0.375 inches to 1.0 inches.
[0033] A fiber mat, such as a continuous filament fiber mat, may
provide such a plurality of fibers. A fiber mat may be a
substantially two-dimensional array of glass fibers in the form of
a long strip. Such a strip may be wrapped around the long rebar
axis 18 and impregnated with resin in order to form the inner wall
portion 14, as described below in reference to FIG. 3A. The inner
wall portion 14 may be formed of a single mat layer or more than
one mat layer.
[0034] Texturized rovings may alternately provide a plurality of
fibers oriented along the rebar axis and around the rebar axis for
use in the inner wall portion 14. Texturized rovings, or bulky or
entangled rovings, may include uni-directional rovings that have
been air jet entangled or bulked to form a larger diameter strand.
A plurality of texturized strands may be included in the inner wall
portion 14.
[0035] A tubular braided fabric may provide a plurality of fibers
having an orientation including a component around the rebar axis
for use in the inner wall portion 14. One or more layers of tubular
braided fabric may be included in the inner wall portion 14.
[0036] Whether using a fiber mat material, texturized rovings, or
tubular braided fabric for inner wall portion 14, the inner wall
portion may increase the strength of rebar 10 in a radial direction
perpendicular to the long rebar axis 18. The fibers which are
oriented in a direction having a component around the rebar axis
may account for increased strength in the radial direction.
[0037] Elongate outer wall portion 16 may have a long axis
substantially coincident with the long axis 18 of rebar 10 and an
outer surface. The outer wall portion may be bonded to the outer
surface of the central wall portion 12. Outer wall portion 12 may
be a composite material formed of fibers and resin.
[0038] Outer wall portion 16 may be a pultruded structure and may
be formed at substantially the same time as the central wall
portion and the inner wall portion. The outer wall portion may be
bonded to the outside surface of the central wall portion. Outer
wall portion 16 may be substantially similar to inner wall portion
14, with the exception of their being on opposite sides of the
central wall portion. That is, the plurality of fibers in the outer
wall portion may be oriented such that they have components both
along the rebar axis 18 and around the rebar axis, or so that a
higher percentage of fibers are oriented non-parallel to the cored
axis as compared to the central core. Such a plurality of fibers
may be provided by a fiber mat, a plurality of texturized rovings,
or one or more tubular braided fabrics. The fibers in the outer
wall portion may be mostly longer than, for example, one inch, 0.50
inches, or 1.50 inches per fiber. The outer wall portion may have a
thickness of approximately 0.020 inches or a thickness in a range
of 0.015 inches to 0.060 inches.
[0039] Whether using a fiber mat material, texturized rovings, or
tubular braided fabric for outer wall portion 16, the outer wall
portion may increase the strength of rebar 10 in a radial direction
perpendicular to the long rebar axis 18. The fibers which are
oriented in a direction having a component around the rebar axis
may account for increased strength in the radial direction.
[0040] The external purchase-enhancing structure 22 may be formed
on an external surface 24 of rebar 10, for example on the outer
surface of the outer wall portion 16. The structure may be formed
at substantially the same time as the outer wall portion or the
central wall portion. The external purchase-enhancing structure may
be a three-dimensional structure of voids and material that extends
between an inner radius R1 and an outer radius R2 along the length
of rebar 10. The difference between radius R1 and radius R2 may be
substantially exaggerated in the schematic diagram of FIG. 1. The
structure may form a repeating pattern on the surface or the
pattern may be irregular. The structure may be formed of elongate
grooves, valleys, or channels in the surface or discrete pockets,
holes or voids in the surface, among others.
[0041] The external purchase enhancing structure 22 may have a
granular form. That is, the structure 22 may have a characteristic
length scale as measured in directions azimuthally around the core
axis or longitudinally along the core axis. For example, in the
exemplary structure depicted in FIG. 1, there is a characteristic
length between any two adjacent grooves. This characteristic length
is approximately the same as the distance between any two adjacent
rises in the structure. The external purchase-enhancing structure
22 may be granular in the sense that the characteristic length
scale of the structure is small as compared to the diameter of the
rebar itself. Such a granular structure is more smoothly
distributed along the surface of the rebar.
[0042] Another granular alternative for the external purchase
enhancing structure 22 is for the outermost surface of the rebar to
have a three-dimensional structure that is the result of particles,
such as sand, silica, or other particulates, embedded within the
resin of the rebar. The distribution of such particles may be
continuous or smooth over the surface of the rebar while the
surface of the rebar itself may be discontinuous or rough due to
the granular nature of the embedded particles themselves.
[0043] In contrast, external purchase enhancing structures that
have the form of one or two helical winds that progress along the
outside surface of the rebar could not be said to be granular. What
one normally thinks of as standard metal rebar may fall in to this
case. In these cases the characteristic length scale of the
external structure, i.e. the distance between any two helixes,
would be comparable to the diameter of the rebar itself. Such
structures are not smoothly distributed over and along the surface
of the rebar.
[0044] The physical structure of the external purchase-enhancing
structure 22 may be formed by resin, for example, the thermoset
resin included in the outer wall portion 18. As described further
in reference to FIG. 3A below, the outer wall portion 18 may be
formed by impregnating fiber with resin. A portion of this resin
may separate from the fibers included in the outer wall portion and
harden, thereby forming the external purchase-enhancing structure
22.
[0045] Rebar 10 may be operatively disposed with a volume of
concrete or some other material 26. The presence of an external
purchase-enhancing structure 22 may aid in a mechanical bond
between the rebar and the material surrounding it. In the example
of rebar 10 reinforcing a concrete structure, the rebar structure
may be held in place while liquid concrete is poured into the
volume surrounding the rebar to subsequently harden. When the
liquid concrete surrounds the rebar structure, the concrete may
complementarily fill in the voids in the external
purchase-enhancing structure.
[0046] FIG. 2 is a schematic, cross-sectional view of rebar 10 of
FIG. 1. FIG. 2 is schematic in the sense that the relative
thicknesses of the various layers and structures of rebar 10 should
not be taken literally in FIG. 2, or FIG. 1. Various alternative
embodiments will now be discussed in reference to FIG. 2.
[0047] In one alternative embodiment inner wall portion 14 may be
omitted. In this case the hollow interior 20 of the rebar structure
10 may be defined by the inner surface of the central wall portion
12. The outer wall portion 16 may account for increased strength in
the radial direction in this alternative embodiment.
[0048] In another alternative embodiment outer wall portion 16 may
be omitted. In this case the external purchase-enhancing structure
22 may be formed on the outer surface 24 of the central wall
portion 12. As both the central wall portion and the outer wall
portion may be formed of fibers and resin, the physical structure
of the external purchase-enhancing structure may be the same
whether the outer wall portion is included or not. The inner wall
portion 14 may account for increased strength in the radial
direction in this alternative embodiment.
[0049] In another alternative embodiment the hollow interior space
20 of the rebar may be filled with a reinforcing core structure
such as an expandable foam material 28. This expanding foam may be
applied within the interior space after the hollow rebar structure
10 has been formed. Such a foam material may support the hollow
rebar structure and increase the strength of the rebar in the
radial direction. This benefit may be obtained without
substantially altering the weight of the rebar. An expanding foam
material may be included whether or not the inner wall portion 14
is included in rebar 10.
[0050] In another alternative embodiment, the hollow interior space
20 of the rebar may include a reinforcing core structure such as a
thermoplastic pipe 30. The thermoplastic pipe may have a "wagon
wheel"-type configuration as indicated in dashed lines in FIG. 2.
Thermoplastic pipe 30 may include an inner cylinder 32, a plurality
of spokes 34 having radial and longitudinal dimension, and an outer
cylinder 36. In the case where rebar 10 includes the inner wall
portion 14, the outer cylinder 36 may be bonded to the inner
surface of the inner wall portion. In the case where rebar 10 does
not include the inner wall portion 14, the outer cylinder 36 may be
bonded to the inner surface of the central wall portion 12. Such a
thermoplastic reinforcing pipe 30 may support the hollow rebar
structure 10 and may increase the strength of the rebar in the
radial direction. This benefit may be obtained without
substantially altering the weight of the rebar, while further
maintaining the advantageous hollow nature of the rebar.
[0051] It should be understood that more than one of these
alternatives may be combined. That is, a finished rebar product may
include one or more of the following: the inner wall portion 14,
the outer wall portion 16, a foam material 28, and/or a
thermoplastic pipe 30. These alternative embodiments will be
further discussed in reference to FIGS. 3A, 3B, and 4.
[0052] The exemplary embodiment shown schematically in FIGS. 1 and
2 has a circular cross section. Other cross sectional shapes are
also possible, such as rectangles, other polygons, or other
irregular shapes. Further, the thicknesses of the various layers
and structures of the exemplary embodiment of FIGS. 1 and 2 are
shown to be constant around the rebar. Other embodiments are also
possible where the thickness of one or more layers or structures
change around the rebar or along its length.
EXAMPLE 2
[0053] This example describes an illustrative apparatus configured
to make a hollow, composite-material rebar structure having a
plurality of fiber-reinforced layers, see FIGS. 3A-3B.
[0054] FIGS. 3A and 3B together are a schematic view of a
pultrusion apparatus, generally indicated at 100, configured to
manufacture a hollow, composite-material, rebar structure, such as
rebar structure 10 shown in FIGS. 1 and 2. FIGS. 3A and 3B are
linked laterally, so that the right side of FIG. 3A corresponds to
the left side of FIG. 3B. Apparatus 100 may define a processing
path beginning from an upstream region near the left edge of FIG.
3A and continuing to a downstream region near the right edge of
FIG. 3B. The processing path may be aligned with and proceed along
a rebar-formation axis 102, seen near the downstream region at the
right side of FIG. 3B. Material may move through apparatus 100
generally in direction shown by arrow 104 in FIG. 3A.
[0055] Apparatus 100 may include an internal support structure 106.
In one example, the internal support structure 106 may be a
mandrel, though other possibilities are described below. Mandrel
106 may be a solid or hollow cylinder around which a hollow rebar
structure is formed. Mandrel 106 may be anchored in place proximate
the upstream end of apparatus 100 and may extend towards said
downstream region, and may have a long axis which is substantially
coincident with rebar formation axis 102. The outer diameter of the
mandrel may define the diameter of the hollow interior of the rebar
created in apparatus 100. The mandrel may have any appropriate
cross section depending on the desired shape of the hollow interior
of the rebar structure.
[0056] Apparatus 100 may be configured to create a hollow rebar
structure where the rebar includes a plurality of different layers,
some of which may be composites of fibers and resin. The different
layers of composite material may be applied sequentially around
mandrel 106, thereby building a multi-layer structure from the
inside out. The various layers of the rebar structure may form the
walls of the hollow rebar.
[0057] A first layer applied to mandrel 106 may form an inner wall
portion including fibers and resin, such as inner wall portion 14
in FIGS. 1 and 2. Multi-directional fibers 108 may be dispensed
from a spool or spools 110 and may pass through a fiber-bathing
resin station 112 to a resin-wetted fiber guide 114 configured to
position the multi-directional fibers around the mandrel 106 in an
uncured inner layer. The multi-directional fibers may have
substantially random orientations, with each individual fiber
section pointing in a direction that is some combination of a
longitudinal direction along the rebar-formation axis 102, an
azimuthal direction around the rebar-formation axis, and a radial
direction away from the rebar-formation axis. In an alternate
embodiment of apparatus 100, fiber-bathing resin station 112 may be
omitted and the fibers may be dry when positioned around mandrel
106. The uncured inner layer may then gain resin due to proximity
with an uncured central layer disposed over the uncured inner layer
discussed below.
[0058] An example of multi-directional fibers 108 may be a
substantially two-dimensional strip of a fiber mat material. These
fibers may form a mat or web of fibers that point substantially in
combinations of the longitudinal and azimuthal directions. In this
case, the resin-wetted fiber guide 114 may wrap the soaked mat
material around mandrel 106. The fiber mat may be sized so as to
wrap slightly more than once around mandrel 106. Fiber mat 108 and
the associated resin together may form an inner wall portion of the
hollow rebar structure, indicated in dotted lines at 116 in FIGS.
3A and 3B. More than one layer of fiber mat and resin may be
applied.
[0059] Another example of multi-directional fibers 108 may be a
plurality of texturized rovings. As described above in reference to
FIG. 1, these texturized rovings may include fibers which point in
a direction substantially aligned with the rebar-formation axis 102
as well as fibers which point in directions which are combinations
of the longitudinal, azimuthal, and radial directions. In this
case, the resin-wetted fiber guide 114 may position the soaked
texturized rovings around the mandrel so as to form a substantially
two-dimensional layer around the circumference of the mandrel. This
layer is indicated in dotted lines at 116 in FIGS. 3A and 3B.
[0060] As described in reference to FIG. 2, an alternative hollow
rebar structure may not include inner wall portion 116. In this
case, the multi-directional fibers 108 may not be applied to
mandrel 106.
[0061] Continuing the discussion of apparatus 100, a central wall
portion including fibers and resin may be applied over the inner
wall portion 116. In the case where inner wall portion 116 is
omitted, the central wall portion may be applied directly over the
mandrel 106. A plurality of substantially uni-directional fibers,
bundles of fibers, or rovings 118 may pass through a fiber-bathing
station 120 and through a resin-wetted fiber guide or condenser 122
configured to arrange the resin-soaked fibers in a layer around the
inner wall portion 116 or mandrel 106 to form an uncured central
layer. Fibers 118 and the associated resin together may form a
central wall portion of a hollow rebar structure, such as central
wall portion 12 in FIGS. 1 and 2, indicated in solid black lines at
124 in FIGS. 3A and 3B. The fibers in the uncured central layer may
be oriented mostly parallel to the rebar-formation axis.
[0062] An outer wall portion including fibers and resin may be
applied over the central wall portion 124. Multi-directional fibers
126 may be dispensed from a spool or spools 128 and may pass
through a fiber-bathing resin station 130 to a resin-wetted fiber
guide 132 configured to position the multi-directional fibers
around the central wall portion 124 in an uncured outer layer. The
multi-directional fibers 126 may be similar to the
multi-directional fibers 108. As with multi-directional fibers 108,
fiber mat material or a plurality of texturized rovings may be
used, along with the associated resin, to create the outer wall
portion, indicated in dashed lines at 134 in FIGS. 3A and 3B.
[0063] The specific kind of multi-directional fiber used in the
inner and outer wall portions needs not be identical. For example,
texturized rovings may be used for the inner wall portion, while a
fiber mat material may be used of the outer wall portion. In the
case where a fiber mat material is used, the resin-wetted fiber
guide 114 may be configured to wrap the fiber mat around the
central wall portion slightly more than once.
[0064] As described in reference to FIG. 2, an alternative hollow
rebar structure may not include outer wall portion 134. In this
case, the multi-directional fibers 126 may not be applied to the
central wall portion 124.
[0065] In an alternate embodiment of apparatus 100 the functions of
one or more of the resin-wetted fiber guides 114, 122 and 132 may
be combined into a single guide configured to form the uncured
inner, central, and outer layers. One or more of the fiber-bathing
resin stations 112, 120, and/or 130 may be combined into a single
resin station.
[0066] Apparatus 100 may be configured to create an external
purchase-enhancing structure on the outside of the hollow rebar
structure. To create this structure, a peel ply material, a
texturized material, or a material with a degree of porosity may be
applied to the hollow rebar structure before it is cured and then
later removed after the rebar has been at least partially cured.
For example, apparatus 100 may include a peel ply application
assembly 136, a pultrusion die 138, and a peel ply removal assembly
140.
[0067] Peel ply application assembly 136 may be disposed upstream
of pultrusion die 138 and downstream of wrapping station 132 and/or
fiber condenser 122. Peel ply application assembly 136 may include
a spool 142 configured to dispense a textured material 144 such as
a peel ply material or some other material with a degree of
porosity. Textured material 144 may be wrapped around the outermost
layer of the uncured hollow rebar structure, for example the outer
wall portion 134 or the central wall portion 124, at wrapping
station 146. Textured material 144 may be wrapped at least once
around the uncured hollow rebar structure. As the underlying layers
of the uncured rebar structure may include liquid resin, a portion
of this liquid resin may be drawn into the textured material and
fill in the gaps, voids, or pores inherent in the textured material
144.
[0068] Pultrusion die 138 may have a long axis which is
substantially coincident with the rebar-formation axis 102 and may
circumsurround mandrel 106. The hollow rebar structure may be
substantially formed and cured within the region between the
pultrusion die and the mandrel. The pultrusion die may include
zones or regions, spaced along the processing path from one
another, designed to transform the uncured layers of fiber and
liquid resin, at least partially, into a solid cured hollow rebar
structure between the upstream end of the die and the downstream
end. For example, pultrusion die 138 may include a cooling zone
configured to cool the liquid resin, or one or more heating zones
configured to at least partially cure the resin. The temperatures
in these zones, as well as the throughput speed of the rebar
structure, may be controlled in order to achieve a desired degree
of curing by the time the rebar exits pultrusion die 138. It may be
advantageous to have the rebar exit the pultrusion die in a less
than 100% cured state or a completely cured state.
[0069] Peel ply removal assembly 140 may be disposed downstream of
the pultrusion die. Peel ply removal assembly may be configured to
remove the textured material 144 from, as is indicated
schematically by the arrows directing material 144 away from the
rebar-formation axis. The gaps or voids of the purchase-enhancing
structure on the outside of the hollow rebar structure may
correspond to the locations of the textured material inside the
pultrusion die. Similarly, the solid components of the
purchase-enhancing structure may correspond to the voids or gaps
inherent to the textured material. It may be easier to remove the
texture material from the rebar structure if the rebar exits the
pultrusion die in a less than 100% cured state. In this case, the
rebar may be brought to its fully cured state in an oven 148
disposed downstream from the peel ply removal assembly 140.
[0070] Apparatus 100 may be configured to create an external
purchase-enhancing structure in other ways as well. For example,
particles or granules such as sand may be applied to the uncured
outer structure of the rebar before the rebar enters the pultrusion
die 138. For example, at wrapping station 146 particles may be
disposed around the uncured outermost layer of the rebar. These
particles may then be embedded within the resin inherent to the
outermost layer. Once cured within the pultrusion die this
combination of resin and granules may form the external
purchase-enhancing structure of the rebar.
[0071] Hollow rebar structure 10 may proceed downstream from the
pultrusion die through oven 148 where curing of the rebar may be
completed. In the case where the rebar emerged from the pultrusion
die in a 100% cured state oven 148 may be omitted. The temperature
of oven 148 and the length of time each section of the rebar
structure spends in oven 148 may be controlled so as to have the
rebar exit oven 148 in a completely or fully cured state.
[0072] A puller 150 may be disposed downstream of oven 148. Puller
150 may be configured to pull the traveling rebar materials through
apparatus 100. The puller may be a crawler-tread or
caterpillar-style puller including a pair of endless treads 152 and
154 configured to grip and pull rebar structure 10 through
apparatus 100. Other pulling apparatuses may also be appropriate as
would be familiar to a person skilled in the art.
[0073] Apparatus 100 may include a chopping assembly 156 disposed
downstream of puller 150. The chopping assembly may be configured
to separate the hollow rebar structure into shorter sections, for
example hollow composite-material rebar product 158. Chopping
assembly 156 may include a chop saw 160 mounted on a rail structure
162 and a saw blade 164. The chop saw 160 may be configured to move
along the rail structure at the same speed as the rebar structure
as it moves through apparatus 100. Thus, there may be no relative
motion between the chop saw and the rebar as the rebar is being cut
into pieces. Once a cut has been completed, the chop saw may return
to an upstream end of the rail structure and wait there until such
a time as another cut is needed.
[0074] As described in reference to FIG. 2, it may be advantageous
to fill the hollow interior of a rebar product with an expanding
foam in order to increase the radial strength of the product. An
expanding foam may be injected into a hollow rebar product 158 via
a foam injection apparatus 166 which may be disposed downstream of
chopping assembly 156. Foam injection apparatus 166 may include a
reservoir 168 and a nozzle 170 configured to fill the interior of
hollow rebar product with expanding foam.
[0075] An alternative method for injecting expanding foam into the
hollow interior of the rebar structure is to employ a hollow
mandrel 106 and direct the foam material through the hollow mandrel
in direction 104 and out the downstream end of mandrel 106. The
expanding foam may then fill the hollow interior of the uncut rebar
structure.
[0076] As described in reference to FIG. 2, another embodiment of a
hollow rebar structure may include a thermoplastic pipe within the
hollow interior of either the inner wall portion or the central
wall portion in the case where the inner wall portion is omitted.
Apparatus 100 may create such an embodiment by including internal
support structure 106 as a thermoplastic pipe. Where a mandrel may
be anchored in place within apparatus 100, thermoplastic pipe may
be allowed to move through apparatus 100 at the same speed as the
other materials. In this case either the inner wall portion 116 or
the central wall portion 124 may then be applied directly to the
thermoplastic pipe and proceed though apparatus 100 as described
above. Thermoplastic pipe may need to be continuously introduced at
the upstream end of apparatus 100.
EXAMPLE 3
[0077] This example describes an illustrative method of
manufacturing a hollow rebar structure having a plurality of
fiber-reinforcing layers, which may be used in conjunction with any
of the apparatuses described herein; see FIG. 4.
[0078] FIG. 4 depicts multiple steps of a method, generally
indicated at 200, for making a hollow rebar structure. Method 200
may be used by apparatus 100 depicted and described in reference to
FIGS. 3A and 3B to create the hollow rebar structure 10 depicted
and described in reference to FIGS. 1 and 2. Any implementation of
method 200 may proceed along a processing path from an upstream end
or region to a downstream end or region. Although various steps of
method 200 are described below and depicted in FIG. 4, the steps
need not necessarily all be performed, and in some cases may be
performed in a different order than the order shown.
[0079] Method 200 may include a step 202 of forming an uncured
inner layer of a hollow tubular rebar structure around an internal
support structure, such as a mandrel or a thermoplastic pipe, and a
core axis. The inner layer may be formed along a processing path
and upstream of a pultrusion die and may be formed of resin and
glass or carbon fibers. The uncured inner layer may be formed by
impregnating or saturating the inner fiber mat-material or
texturized rovings with resin and disposing those resin-soaked
fibers around a mandrel.
[0080] As described in reference to FIGS. 3A and 3B, the inner
fiber mat-material may be replaced with a plurality of
multi-directional fiber rovings. Further, the inner fiber
mat-materials may be omitted entirely from the uncured hollow rebar
structure.
[0081] Method 200 may include a step 204 of forming an uncured
central layer of the hollow tubular rebar structure around the
uncured inner layer. The central layer may be formed upstream from
the pultrusion die and may include resin and glass or carbon fibers
oriented mostly parallel to the core axis. The inner layer may have
a higher percentage of fibers oriented non-parallel to the core
axis as compared to the central layer.
[0082] Method 200 may optionally include a step of forming an
uncured outer layer of the hollow tubular rebar structure around
the uncured central layer. The outer layer may be formed upstream
from the pultrusion die, and may include resin and glass or carbon
fibers. The outer layer may have a higher percentage of fibers
oriented non-parallel to the core axis as compared to the central
layer.
[0083] Method 200 may include a step 206 of wrapping a textured
material around the uncured pre-assembly. If the uncured
pre-assembly includes an outer layer of resin and multi-directional
fibers the textured material may be wrapped around this outer
layer. If the uncured pre-assembly does not include an outer layer
of resin and multi-directional fibers the textured material may be
wrapped around the central layer of resin and uni-directional
roving material. The textured material may be wrapped around the
uncured pre-assembly upstream of the pultrusion die.
[0084] Method 200 may include a step 208 of at least partially
curing the pre-assembly in a pultrusion die, thereby creating a
hollow rebar structure. That is, through at least a partial curing
process the uncured pre-assembly may be turned into a hollow rebar
structure. In anticipation of the next step in method 200, it may
be advantageous to have the hollow rebar structure exit the
pultrusion die in a less than 100% cured state.
[0085] Method 200 may include a step 210 of removing the textured
material from the hollow rebar structure. This may be accomplished
downstream of the pultrusion die. Removing the textured material
may include peeling the material from the surface of the rebar. The
removal process may be easier if the rebar is in a less than 100%
cured state. In such a case the rebar structure may be additionally
cured in an oven downstream of where the textured material is
removed.
[0086] Steps 206, 208, and 210 may be taken together as forming a
purchase-enhancing structure on the exterior of the rebar. These
steps may leave a permanent granular external texture to the rebar
after curing.
[0087] Method 200 may include other optional steps not shown in
FIG. 4, such as injecting expanding foam into the hollow interior
of the hollow rebar structure. This may be accomplished downstream
from removing the textured material.
EXAMPLE 4
[0088] This section describes additional aspects and features of
embodiments, presented without limitation as a series of
paragraphs, some or all of which may be alphanumerically designated
for clarity and efficiency. Each of these paragraphs can be
combined with one or more other paragraphs, and/or with disclosure
from elsewhere in this application in any suitable manner. Some of
the paragraphs below expressly refer to and further limit other
paragraphs, providing without limitation examples of some of the
suitable combinations.
[0089] A1. A rebar structure for concrete reinforcement,
comprising:
[0090] an elongate tubular central wall portion having an inside
surface and an outside surface, formed circumferentially around a
core axis, the central wall portion including glass or carbon
fibers mostly being oriented longitudinally parallel to the core
axis, and
[0091] an inner wall portion bonded to the inside surface of the
central wall portion, the inner wall portion including glass or
carbon fibers, the inner wall portion having a higher percentage of
fibers oriented non-parallel to the core axis as compared to the
central wall portion.
[0092] A2. The rebar structure of paragraph A1, further
comprising
[0093] an elongate tubular outer wall portion bonded to the outside
surface of the central wall portion, the outer wall portion
including glass or carbon fibers, the outer wall portion having a
higher percentage of fibers oriented non-parallel to the core axis
as compared to the central wall portion.
[0094] A3. The rebar structure of paragraph A2, wherein the fibers
in the inner and outer wall portions are mostly longer than one
inch per fiber.
[0095] A4. The rebar structure of paragraph A1, wherein the inner
wall portion is comprised of a fiber mat.
[0096] A5. The rebar structure of paragraph A1, wherein the inner
wall portion is comprised of texturized rovings.
[0097] A6. The rebar structure of paragraph A1, wherein the outside
surface of the central wall portion has a purchase enhancing
structure.
[0098] A7. The rebar structure of paragraph A6, wherein the
purchase enhancing structure has a granular form.
[0099] A8. The rebar structure of paragraph A2, wherein the outside
surface of the outer wall portion has a purchase enhancing
structure.
[0100] A9. The rebar structure of paragraph A6, wherein the
purchase enhancing structure has a granular form.
[0101] A10. The rebar structure of paragraph A1, further
comprising
[0102] a reinforcing core structure inside the inner wall
portion.
[0103] A11. The rebar structure of paragraph A10, wherein the
reinforcing core structure includes a wagon wheel
configuration.
[0104] A12. The rebar structure of paragraph A10, wherein the
reinforcing core structure includes an expandable foam.
[0105] A13. The rebar structure of paragraph A1, wherein the inner
wall portion has a thickness in a range of 0.015 inches to 0.060
inches.
[0106] A14. The rebar structure of paragraph A1, wherein the
central wall portion has a thickness in a range of 0.625 inches to
0.50 inches.
[0107] A15. The rebar structure of paragraph A2, wherein the outer
wall portion has a thickness in a range of 0.015 inches to 0.60
inches.
[0108] A16. The rebar structure of paragraph A1, wherein the inner
wall portion has an inner diameter in a range of 0.375 inches to
1.0 inches.
[0109] B1. A rebar structure for concrete reinforcement,
comprising,
[0110] an elongate tubular central wall portion having an inside
surface and an outside surface, formed circumferentially around a
core axis, the central wall portion including glass, carbon, or
basalt fibers mostly being oriented longitudinally parallel to the
core axis,
[0111] an inner wall portion bonded to the inside surface of the
central wall portion, the inner wall portion including glass,
carbon, or basalt fibers having a higher percentage of fibers
oriented non-parallel to the core axis as compared to the central
wall portion.
[0112] an outer wall portion bonded to the outside surface of the
central wall portion, the outer wall portion including glass,
carbon, or basalt fibers having a higher percentage of fibers
oriented non-parallel to the core axis as compared to the central
wall portion.
[0113] C1. A method of making rebar, comprising:
[0114] forming an uncured inner layer of a hollow tubular rebar
structure around a mandrel and a core axis, along a processing
path, upstream from a pultrusion die, the inner layer comprising
resin and glass or carbon fibers,
[0115] forming an uncured central layer of the hollow tubular rebar
structure around the uncured inner layer, upstream from the
pultrusion die, the central layer comprising resin and glass or
carbon fibers oriented mostly parallel to the core axis, the inner
layer having a higher percentage of fibers oriented non-parallel to
the core axis as compared to the central layer.
[0116] C2. The method of paragraph C1, further comprising
[0117] forming an uncured outer layer of the hollow tubular rebar
structure around the uncured central layer, upstream from the
pultrusion die, the outer layer comprising resin and glass or
carbon fibers, the outer layer having a higher percentage of fibers
oriented non-parallel to the core axis as compared to the central
layer.
[0118] C3. The method of paragraph C1, further comprising
[0119] forming a purchase-enhancing structure on the exterior of
the rebar.
[0120] C4. The method of paragraph C1, wherein the step of forming
a purchase-enhancing structure includes wrapping a textured
material around an external surface of the uncured rebar structure
upstream of the pultrusion die and removing the textured material
downstream of the pultrusion die, thereby leaving a permanent
granular external texture to the rebar after curing.
[0121] C5. The method of paragraph C1, wherein the inner layer
comprises a mat material.
[0122] C6. The method of paragraph C1, wherein the inner layer
comprises texturized rovings.
[0123] C7. The method of paragraph C4, wherein the hollow rebar
structure is partially cured in the pultrusion die and fully cured
in an oven disposed downstream of removing the textured
material.
[0124] D1. An apparatus for making an elongate, composite-material
rebar structure, said apparatus having a rebar-formation axis and
upstream and downstream regions disposed at spaced locations along
said axis, said apparatus comprising:
[0125] an elongate mandrel having a long axis which is
substantially coincident with said rebar-formation axis, extending
from said upstream region toward said downstream region;
[0126] an inner guide configured to form an uncured inner layer
around the mandrel comprising resin and glass or carbon fibers;
[0127] a central guide downstream of the inner guide configured to
form an uncured central layer around the uncured inner layer
comprising resin and glass or carbon fibers, the central layer
having fibers oriented mostly parallel to the rebar-formation axis
and the inner layer having a higher percentage of fibers oriented
non-parallel to the core axis as compared to the central layer;
[0128] a pultrusion die having a long axis which is substantially
coincident with the rebar-formation axis, circumsurrounding the
mandrel, configured to form an elongate, composite, hollow rebar
structure including the inner layer and the central layer, disposed
downstream of the inner guide and the central guide.
[0129] D2. The apparatus of paragraph D1, further comprising
[0130] a peel/ply application assembly disposed upstream of the
pultrusion die and configured to wrap a textured material over the
uncured central layer.
[0131] D3. The apparatus of paragraph D2, further comprising
[0132] a peel/ply removal assembly disposed downstream of the
pultrusion die and configured to remove the textured material from
the hollow rebar structure.
[0133] D4. The apparatus of paragraph D3, wherein the pultrusion
die is configured to cure the hollow rebar structure to a less-than
100% cured state and further comprising
[0134] an oven disposed downstream of the peel-ply removal
assembly, the oven configured to cure the hollow rebar structure to
a fully cured state.
[0135] D5. The apparatus of paragraph D1, further comprising
[0136] an outer guide configured to form an uncured outer layer
around the uncured central layer comprising resin and glass or
carbon fibers, the outer layer having a higher percentage of fibers
oriented non-parallel to the core axis as compared to the central
layer.
Advantages, Features, Benefits
[0137] The different embodiments of the hollow rebar structure and
associated fabrication apparatus described herein provide several
advantages over known solutions for reinforcing concrete
structures. For example, the illustrative embodiments of the hollow
rebar structure described herein allow for increased strength in
the radial direction. Additionally, and among other benefits,
illustrative embodiments of the hollow rebar structure described
herein allow an increase resistance to pull-out. No known system or
device can perform these functions. However, not all embodiments
described herein provide the same advantages or the same degree of
advantage.
CONCLUSION
[0138] The disclosure set forth above may encompass multiple
distinct inventions with independent utility. Although each of
these inventions has been disclosed in its preferred form(s), the
specific embodiments thereof as disclosed and illustrated herein
are not to be considered in a limiting sense, because numerous
variations are possible. To the extent that section headings are
used within this disclosure, such headings are for organizational
purposes only, and do not constitute a characterization of any
claimed invention. The subject matter of the invention(s) includes
all novel and nonobvious combinations and subcombinations of the
various elements, features, functions, and/or properties disclosed
herein. The following claims particularly point out certain
combinations and subcombinations regarded as novel and nonobvious.
Invention(s) embodied in other combinations and subcombinations of
features, functions, elements, and/or properties may be claimed in
applications claiming priority from this or a related application.
Such claims, whether directed to a different invention or to the
same invention, and whether broader, narrower, equal, or different
in scope to the original claims, also are regarded as included
within the subject matter of the invention(s) of the present
disclosure.
* * * * *