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Patent 2180638 Summary

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Claims and Abstract availability

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(12) Patent: (11) CA 2180638
(54) English Title: STRUCTURAL FRAME
(54) French Title: STRUCTURE PORTEUSE
Status: Deemed expired
Bibliographic Data
(51) International Patent Classification (IPC):
  • E04B 1/19 (2006.01)
  • E04C 1/00 (2006.01)
(72) Inventors :
  • OWENS, CHARLES R. (United States of America)
(73) Owners :
  • OWENS, CHARLES R. (United States of America)
(71) Applicants :
  • OWENS, CHARLES R. (United States of America)
(74) Agent: NORTON ROSE FULBRIGHT CANADA LLP/S.E.N.C.R.L., S.R.L.
(74) Associate agent:
(45) Issued: 2007-07-31
(86) PCT Filing Date: 1995-10-20
(87) Open to Public Inspection: 1996-05-23
Examination requested: 2002-10-21
Availability of licence: N/A
(25) Language of filing: English

Patent Cooperation Treaty (PCT): Yes
(86) PCT Filing Number: PCT/US1995/013614
(87) International Publication Number: WO1996/015333
(85) National Entry: 1996-07-05

(30) Application Priority Data:
Application No. Country/Territory Date
338,408 United States of America 1994-11-14
399,048 United States of America 1995-03-08

Abstracts

English Abstract






A structural frame is composed of a
series of struts (12, 14) which are arranged in a
particular fashion that steers the stress applied
to the frame so as to minimize development
of tension and maximize the resolution of the
stress in terms of compression. The frame
is composed of a plurality of unicubes (10)
which are twelve equal length struts (12)
arranged to form the edges of a cube and eight
additional equal length struts (14) extending
out from each corner of the cube. Each
of the eight outwardly extending struts (14)
forming an equal angle with each of the three
cube edge struts (12) to which it is connected.
The outboard ends (14E) of these outwardly
extending struts (14) are connected together
so that sets of four such outboard strut ends
(14E) are connected to form a network of these
unicubes (10), which network constitutes the
structural frame.


French Abstract

Une structure porteuse comporte une série d'entretoises (12, 14) spécialement disposées pour orienter les contraintes appliquées sur la structure de façon à minimiser le développement de tensions et à maximiser la décomposition des contraintes de compression. Cette structure comporte plusieurs "unicubes" (10) constitués de douze entretoises (12) de même longueur disposées pour former les arêtes d'un cube, et de huit entretoises supplémentaires (14) de même longueur qui partent de chaque angle du cube vers l'extérieur, en formant un angle égal avec chacune des trois entretoises (12) constituant l'angle du cube auquel elles sont raccordées. Les extrémités extérieures (14E) de ces entretoises (14) partant vers l'extérieur sont reliées entre elles de façon que des jeux de quatre de ces extrémités extérieures (14E) d'entretoises soient liées entre elles et forment un réseau de ces unicubes (10), réseau qui constitue la structure porteuse.

Claims

Note: Claims are shown in the official language in which they were submitted.



CLAIMS
1. A load bearing structural frame comprising:

a plurality of spaced apart tetrax
structures, said tetrax structures having four rigid
compression bearing struts extending from a common origin,
each of said struts in each of said tetrax structures having
an end point,

said end points of said struts of eight
adjacent ones of said tetrax structures constituting a first
set of eight points, there being a plurality of said first set
of points,

each of said first sets of eight end
points interconnected by a predetermined rigid compression
bearing structure, and

said predetermined structure having an
envelope encompassing one of a second set of predetermined
points in said structural frame, each of said second set of
points spaced an equal distance from twelve and only twelve
adjacent ones of said second set of points.

2. The structural frame of claim 1 wherein:

said predetermined structure is a set of
interconnecting rigid struts, each of said interconnecting
struts connecting end points of struts from separate ones of
said tetrax structures.

17


3. The structural frame of claim 1 wherein:

each of said tetrax structure struts is
substantially 109.47° from each of the three connecting tetrax
structure struts.

4. The structural frame of claim 2 wherein:

each of said tetrax structure struts is
substantially 109.47° from each of the three connecting tetrax
structure struts.

5. The structural frame of claim 1 wherein:

each of said tetrax structure struts is
substantially equal in length to one another thereby forming a
tetrax for said tetrax structure.

6. The structural frame of claim 3 wherein:

each of said tetrax structure struts is
substantially equal in length to one another thereby forming a
tetrax for said tetrax structure.

7. The structural frame of claim 4 wherein:

each of said tetrax structure struts is
substantially equal in length to one another thereby forming a
tetrax for said tetrax structure.

8. The structural frame of claim 2 wherein:

said predetermined structure is a cubic
frame.

18


9. The structural frame of claim 4 wherein:

said predetermined structure is a cubic
frame.

10. The structural frame of claim 7 wherein:

said predetermined structure is a cubic
frame.

11. A load bearing structural frame comprising:

a plurality of interconnected tetrax
frames and cubic frames, each tetrax frame having four rigid
compression bearing struts extending from a common origin and
each cubic frame having twelve rigid compression bearing edge
struts, all of said cubic frame and tetrax frame struts being
substantially equal to one another,

said cubic frames and tetrax frames being
interconnected such that the outboard end of each tetrax strut
is connected to a corner of a cubic frame and the corner of
each cubic frame is connected to the outboard end of a tetrax
strut,

whereby four struts extend from the center
point of each tetrax frame and four struts extend from the
corner of each cubic frame, and

whereby the set of points determined by
the center point of each cubic frame is such that each member
of said set of points is spaced an equal distance from twelve
and only twelve adjacent members of said set of points.

19


12. A building block for a load bearing structural
frame comprising:

a twelve rigid compression bearing strut
cubic frame having eight corners, and

eight outwardly extending rigid
compression bearing struts, one each extending outwardly from
a separate one of said eight corners, each of said outwardly
extending struts having an outer end.

13. The building block of claim 12 wherein each of
said twelve struts is equal in length.

14. The building block of claim 12 wherein the
angles between each of said outwardly extending struts and the
three cubic struts to which it is connected are all equal.

15. The building block of claim 14 wherein each of
said twelve struts is equal in length.

16. A load bearing structural frame comprising:

a plurality of said building blocks of
claim 12 wherein each outer end of each of said outwardly
extending struts is connected to three other outer ends of
said outwardly extending struts.

17. The method of constructing a load bearing
structural frame comprising the steps of:



selecting a set of rigid compression
bearing struts having an appropriate strength and
substantially equal in size to one another,

creating a set of unicubes from said set
of struts, each unicube having twelve cubic struts and eight
diagonal struts extending outwardly from each of the eight
corners of the cubic struts, each of said eight outwardly
extending struts having an outboard end, and

assembling said set of unicubes by
connecting said outboard ends of one outwardly extending strut
of four separate unicubes such that the outwardly extending
struts of each corner of each unicube forms one strut of a
tetrax with three outwardly extending struts of three other
adjacent unicubes.


18. The method of manufacturing a load bearing
structural frame comprising:

selecting an appropriate set of
substantially equal rigid compression bearing struts,
connecting a first subset of said struts into a set of cubic
frames,

connecting a second subset of said struts
into a set of tetrax frames, there being approximately twice
as many tetrax frames as cubic frames, and

connecting an end point of each strut of
each tetrax frame to a corner of a cubic frame and connecting

21


each corner of a cubic frame to an end point of a tetrax
frame.


19. The method of manufacturing a load bearing
structural frame comprising:

selecting an appropriate set of
approximately equal rigid compression bearing struts,
assembling a first set of said struts into
a set of tetrax structures,

assembling a second set of said struts
into a second set of predetermined structures, having eight
predetermined corner points, and

connecting an end of a strut of eight
separate ones of said tetrax structures to said eight corner
points of each of said second set of structures, said step of
connecting including connecting each tetrax strut end to a
corner point of one of said second set of structures.


22

Description

Note: Descriptions are shown in the official language in which they were submitted.



CA 02180638 2006-01-27

STRUCTURAL FRAME

Background Of The Invention

This invention relates in general to structures
such as load bearing frames and trusses and more
particularly to structures that provide an enhanced trade
off between the stress that can be safely carried in

relation to the amount of material required for the
structure.

This enhanced strength to weight ratio is a goal
of a large number of designs including many of those
proposed and constructed by Richard Buckminster Fuller. In

most contexts where load bearing frames and trusses are
employed, failure occurs because of a failure in tension
rather than in compression. Although the loads imposed
primarily induce compressive stress in the material, that
stress is resolved within the material by vectors which

introduce tension. For example, a dome subject to load
will tend to deflect in such a fashion as to introduce
tension along the trusses that constitute the dome.
Failure will occur because of a failure in tension. Much
attention has.been paid to developing materials which have

great tensile strength for use in load bearing structures
1


WO 96115333 2180638 PCT/US95113614

in such a way as to employ the tensile strength of these
materials so that loads supplied will be resolved, at least
in part, by the tension created in these tension members.
Such an approach is outlined in the Buckminster Fuller U.S.

Patent No. 3,354,591 issued in 1967. A more recent
improvement on that structure is set forth in U.S. Patent
No. 4,207,715 issued in 1980. This combination of.tension
and compression members is also disclosed in the structure
shown in U.S. Patent No. 4,711,062 issued in 1987.


2


WO 96/15333 218O U J H PCT/US95/13614

Brief Description

This -invention is in a framework type of
structure composed of a plurality of struts. Each strut is
ideally equal in length and is deployed in such a fashion

as to cause the stress applied to the structure to be
resolved within the structure in a way that minimizes the
creation of tensile stress. The set of struts can be
analyzed as a plurality of interconnected sets of building
blocks. These building blocks which when interconnected

constitute the framework of this invention can be looked at
in three different ways. That is, depending upon where one
breaks apart the set of struts which constitutes the
framework of the invention, one can end up with any one of
three distinctly different sets of building blocks. Two of

these sets are true building blocks. The other is a bit
more abstract in that individual struts do double duty and
are considered as constituting edges of two or more of the
particular sub frames involved.

A first set is a twenty strut building block
which is called by Applicant a"Unicube". It is a frame in
which twelve struts define a cube. From each of the eight
corners of the cube, a single strut extends outward in such
a fashion as to form an equal angle with each of three
adjacent edge struts of the cube. A plurality of these

unicubes connected by the outboard ends of the struts which
extend from the corners of the cube creates a framework or
truss in accordance with the teachings of this invention.

A second set is composed of two buildings blocks.
3


WO 96115333 2180638 PCTIUS9S/13614 =
They are tetrax frames and cubic frames. Each tetrax frame

is the four struts which extend from the center point of a
tetrahedron to the four corners of a tetrahedron. Each
cubic frame is the twelve struts that define the edges of

a cube. The outboard end of each tetrax strut is connected
to the corner of a cubic frame and, correspondingly, each
corner of a cubic frame is connected to the outboard end of
a strut of a tetrax frame. Thus from the eight corners of
a cubic frame, eight tetrax frames will extend outwardly.

Correspondingly at the outboard ends the four struts of a
tetrax frame, there will extend four cubic frames each of
which is connected at its corner to the strut of the
tetrax. Since there are four outboard ends of a tetrax
frame and eight corners of a cubic frame, this arrangement

requires that there be twice as many tetrax frames as cubic
frames.

A third set is not exactly a building block. The
third set is the edge frame of the truncated rhombic
dodecahedron (TRD) that is disclosed in detail in the

referenced patent application. A structure composed of the
edge struts defining a plurality of truncated rhombic
dodecahedra will generate the frame of this invention.
However, it has to be understood that in a packed set of
TRDs each edge would be common to three of these TRDs. The

framework of this invention is a framework which
constitutes the common struts so that the three edges of
adjacent TRDs are represented by a single strut rather than
by three parallel coincident struts.

4


2180638
WO 96/15333 PCT/U595/13614
FIGs. 1 through 6 illustrate these three sets or
building blocks. FIGs. 1 and 2 show two views of a
unicube. FIGS. 3 and 4 show the tetrax and cubic frame,
respectively. FIGs. 5 and 6 show two views of a TRD frame.

FIG. 5 shows an opaque TRD representing only the visible
edges of the TRD.

5 -


WO 96/15333 21" " 63" PCT/US95113614

Brief Description Of The Fi,Rures _

FIG. 1 is a perspective view of the unicube in
which the center cube is in opaque form so that only
visible struts can be seen.

FIG. 2 is a perspective view of the actual
unicube showing all twelve struts of the center cube and
the eight outwardly extending corner struts.

FIG. 3 shows two views of the four strut tetrax
which is also referred to herein as the tetrax frame.

FIG. 4 is a perspective view of a cubic frame;
this cubic frame being the center cube of a unicube.

FIG. 5 is a perspective view of an opaque
truncated rhombic dodecahedron (TRD) thereby representing
only the visible edges of an opaque TRD.

FIG: 6 is a perspective view of an actual TRD
showing all edges thereof.

FIG. 7 is a two dimensional aggregation of the
FIG. 1 unicubes showing the connection of the outwardly
extending struts 14 of adjacent unicubes in essentially a

shell which is shallow with respect to the plane of FIG. 8
6


= W O 96/15333 218O U3O PCT/US95l13614

Defmitions
Applicant hereby adopts the following terms.
These terms are used in the specification and the claims in
accordance with the following definitions.

Unicube.

A unicube consists of twenty equal struts
connected to one another. Twelve of the struts define the
edges of a cube and thus are a cubic frame. Eight of the
struts extend outward from the eight corners of the cube in

a direction so that each of these outwardly extending
struts forms an equal angle with each of the three cubic
frame struts to which it is connected. The twelve struts
that define the cube are called cubic struts and the eight
struts that extend outward from the corners of the cube are

called outwardly extending struts. The outwardly extending
struts of a single unicube each have an outer end. FIG. 2
illustrates a unicube.

Cubic Frame.

A cubic frame consists of a set of struts
defining the twelve edges of a cube. A cubic frame
constitutes one of two

building blocks of an optimum structure of this invention.
The other building block is the tetrax, defined below. A
cubic frame is illustrated in FIG. 4.

7


WO 96/15333 2180638 PCT/US95/13614
Tetrax.

The tetrax is the four equal sized axes extending from
the center point of a tetrahedron to the four corners of
the tetrahedron. The mutual angle between any two of the

struts or legs of the tetrax is 109.47 . A plurality of
tetraxes and a plurality of cubic frames can be combined to
create an optimum structural frame of the invention. This
tetrax is also called a tetrax frame herein. FIG. 3
illustrates a tetrax.

Tetrax Structure.

A tetrax structure is a four strut structure or
building block that approximates a tetrax. The four struts
are all connected to a common point. But the struts may
not be equal in length and may deviate somewhat from the

109_.47 angle between any two of the struts. A tetrax
structure may be used as a building block in an embodiment
of the invention which is less than optimum. The limits of
how much a tetrax structure can deviate from a tetrax frame
and still be usable in some embodiment of this invention is

discussed in greater detail under the detailed description.
8


CA 02180638 2006-01-27

Truncated Rhombic Dodecahedron (TRD).

This is the term applied to a rhombic
dodecahedron in which the six vertices that have four edges
extending therefrom are truncated. Truncating each of the

six four-edge vertices of each rhombic dodecahedron at
approximately the midpoint of the edge and removing the
truncated portions provides the TRD as defined herein. A
more extensive discussion of the TRD appears in U.S. Patent
No. 5, 615, 528.

9


R'O 96115333 2180U J U PCT/US95113614 =

Description Of The Preferred Embodiments

FIGs. 1 and 2 illustrate one form of the building
block of- this invention. It is referred to herein as a
unicube 10. As shown in FIG. 1, there are.twelve struts 12-

which form the edges of a cube. There are eight struts 14
which extend outward from the eight corners of the cube.
Each outwardly extending strut 14 forms an equal angle with
each of the three cube edge struts 12 that form the corner
from which the strut 14 extends. The struts 14 and 12 are
all equal in length.

In order to facilitate viewing this unicube 10
building block, FIG. 1 shows the cube as opaque. Since the
structure itself is a series of struts, FIG. 2 is the more
accurate representation. In building the framework of this

invention from the FIG. 1 unicube, the outboard ends 14E of
each of the struts 14 is attached to an outboard end 14E of
three other unicubes. FIG: 7 is designed to illustrate and
suggest this arrangement. In FIG. 7 only three, not four,
ends 14E are illustrated as being connected in order to
provide a clearer presentation.

A plurality of the FIG. 2 unicubes 10 connected
by their strut ends 14E to each other will create an
optimum frame embodiment of this invention. It should be
noted that each end 14E is connected to three other ends

14E of three other unicubes. Thus any set of four
connected unicubes will share only one common point.

FIGs. 3 and 4 illustrate another form of the
building blocks of this invention.

10 -


= WO 96/15333 2180638 PCT/US95113614
One of the building blocks is a cubic frame 16

shown in FIG. 4 and the other is a tetrax frame 18 shown in
FIG. 3. Each cubic frame consists of twelve struts 12
defining the edges of a cube. Each cubic frame 16 has

eight corners. Each tetrax frame 18 is constituted by four
struts 14 which comprise the corner axes of a tetrahedron.
The four struts are equal in length, extend out from a
center point 14E to which all four struts are connected and
in which any two of the struts have a mutual angle of

109..47 . That is, there are six angles involved in these
four struts, taking two at a time. Each angle has a value
of 109.47 . If the four end points 14C of these four
struts are considered to be the four vertices of a regular
tetrahedron, then these four struts are the four lines

which extend from the center of the tetrahedron to the four
vertices of the tetrahedron.

The end point 14C of each tetrax is connected to
a corner of a cubic frame and the corner of each cubic
frame is connected to an end point 14C of a tetrax. Since

there are four end points 14C to each tetrax and eight
corners to a cubic frame, there are,twice as many tetrax
frames as there are cubic frames in the structure of this
invention.

In the preferred embodiment, the tetrax frame is
a true tetrax in which each strut is equal in length and
has internal angles of 109.47 . The internal angle is the
angle between any two of the four struts.

11


WO 96115333 2180638 PCTIUS95/13614

Relation Between Unicube, Cubic Frame and Tetrax.

Each strut 14 of a tetrax is an outwardly
extending strut of a unicube in the assembled structure.
FIG. 7 may aid in seeing this relationship. Thus the same

reference number "1411 is used for the struts. Similarly,
the cubic struts 12 of the unicube are the cubic frame 16
in the assembled structure. Thus the end point 14E of the
strut 14 in the unicube is the center point of the tetrax
struts. And the end point 14C of the tetrax struts is the
corner point of the cubic frame 16.

Similarly the center point of the cubic frames 16
is the center point of the cubes of the unicube.

The center point of all of the_cubic frames 16 is
a set of points having a relationship to each other such
that each member of this set of center points will be equal

distant from the twelve neighboring members of the set of
points. This relationship is important because that set of
points must always be spaced from the set of struts.12, 14
so as to avoid transmission of forces along a strut through

those points. By avoiding the transmission of forces
through the set of center points, the forces are steered in
such a fashion as to minimize the development of tension.

The closer the arrangement is to the preferred
embodiment, the less tension will be developed. However,
some deviation in uniform length of struts 12, 14 and in

the center angle of the tetrax 18 as well as in the right
angle of the cube 16 can be tolerated while still obtaining
much of the improvement of this invention which improvement
12


= WO 96115333 218O lJ J8 PCTIUS95/13614

is to minimize the development of tension in the struts of
the structure. Accordingly, the term tetrax structure is
used herein to refer to a four strut structure based on the
tetrax 18 but having less than ideal equal length struts

and/or less than ideal internal angles. Thus a te'trax
structure is a tetrax modelled structure that provides a
significant improvement in the stress steering.

FIG. 7 illustrates a panel approximately two
unicubes deep constructed in accordance with the teachings
of this invention. This network of struts 12, 14 can be

used to produce a number of a wide range of building
structures such as a wall truss, a floor truss, a dome and
an arch as well as many other structural components. The
structures can be made extremely light compared to

comparable structures made by other techniques because they
resolve loads in terms of compression rather_than in terms
of tension. Thus the structures take full advantage of the
high compressive strength to weight ratios as opposed to
much lower tensile strength to-weight ratios. -

It might be noted that the struts can be made of
any suitable material such as steel, aluminum, fiber,
reinforced plastic or ordinary plastic struts. The strut - -

material as well as its length and cross-sectional size
will be a function of the particular design requirements
--of the structure, involved. The struts can be joined to one

another using any known technique such as bolting, welding,
or being cast as integral cubic and tetrax building blocks.
13 -


R O 96115333 2180 638 PCT/OS95113614 =
The surface of the structural frame created in

accordance with this invention would normally be closed and
preferably smooth in some sense. Thus at the boundary, the
struts 12 or 14 will connect to some structure that is not
part of the structural frame of this invention.

Hypothesis as to Stress Steering.

The framework of this invention steers stresses
due to loads in such a fashion as to minimize the
development of tension and resolve these stresses as
stresses in compression.

Applicant believes that an understanding of why
this occurs may best be obtained from a consideration of
the TRD arrangement shown in FIGs.-5 and 6. The TRD is a
closed structure having six square frames and twelve

hexagon frames. Pairs of-these square frames and pairs of
the hexagon frames are parallel to one another. All edges
are exactly equal in length. The set of struts 12, 14 that
form an optimum embodiment of this invention (that is, true
cubic frames and tetraxes with all equal struts) will also

define TRDs. The TRDs are not strictly building blocks
because each strut 12 and 14 will be common to three TRDs.
It is believed significant that- the volume of

this truncated rhombic dodecahedron (TRD) is very nearly
equal to the volume of a regular sphere_which would be
inscribed within the TRD. An aggregation of independent

spheres would transmit -forces only in compression. Of
course, they would fly apart unless they were constrained
14 -


= WO 96115333 2 180638 PCTlUS95/13614

at their ends. Viewing the frame of this invention as
composed of interconnected TRDs is believed to suggest why
the frame steers stresses in a fashion similar to that
which would occur if they were independent spheres. But

because of the interconnection of the TRDs, they do not fly
apart.

It is believed that additional reinforcing struts
that do not conform to the pattern of the struts described
above will normally provide no useful benefit and will

usually result in some degradation from optimum
performance. For example, a diagonal strut along the
surface of the cubic frame 16 might appear to provide _
additional rigidity and strength. Applicant believes =that

the main result of such an additional strut would be to
deflect the optimum force steering created by the struts
12, 14 of this invention and thereby increase the
development of tension in certain strut members. At the
best such additional struts would provide no improvement in
reducing tension yet create additional cost and weight.

Furthermore, additional struts that go through
the center of the cubic frames 16 or through points defined
by the center of the cubic frames would undercut the
objectives of this structure by causing forces to be
resolved in a fashion that would tend to increase the
- tension developed rather than minimize the tension.

The tetrax and cubic frame strut building blocks
are so connected that each end point of a tetrax leg or
strut is connected to a corner of a cubic frame strut and


WO 96/15333 2180638 pCTNS95113614
each corner of a cubic frame strut is connected to an end
point of a tetrax strut.

It should be noted that this description of
combining cubic frame and tetrax building blocks-does not
literally apply to the surface zone of the framework. That
is, the framework has to come to an end some place.

16

Representative Drawing
A single figure which represents the drawing illustrating the invention.
Administrative Status

For a clearer understanding of the status of the application/patent presented on this page, the site Disclaimer , as well as the definitions for Patent , Administrative Status , Maintenance Fee  and Payment History  should be consulted.

Administrative Status

Title Date
Forecasted Issue Date 2007-07-31
(86) PCT Filing Date 1995-10-20
(87) PCT Publication Date 1996-05-23
(85) National Entry 1996-07-05
Examination Requested 2002-10-21
(45) Issued 2007-07-31
Deemed Expired 2012-10-22

Abandonment History

There is no abandonment history.

Payment History

Fee Type Anniversary Year Due Date Amount Paid Paid Date
Application Fee $0.00 1996-07-05
Maintenance Fee - Application - New Act 2 1997-10-20 $50.00 1997-10-16
Maintenance Fee - Application - New Act 3 1998-10-20 $50.00 1998-08-12
Maintenance Fee - Application - New Act 4 1999-10-20 $50.00 1999-09-08
Maintenance Fee - Application - New Act 5 2000-10-20 $75.00 2000-08-28
Maintenance Fee - Application - New Act 6 2001-10-22 $75.00 2001-07-19
Request for Examination $400.00 2002-10-21
Maintenance Fee - Application - New Act 7 2002-10-21 $150.00 2002-10-21
Maintenance Fee - Application - New Act 8 2003-10-20 $150.00 2003-10-06
Maintenance Fee - Application - New Act 9 2004-10-20 $200.00 2004-10-20
Maintenance Fee - Application - New Act 10 2005-10-20 $250.00 2005-08-22
Maintenance Fee - Application - New Act 11 2006-10-20 $250.00 2006-09-19
Expired 2019 - Corrective payment/Section 78.6 $450.00 2007-01-09
Final Fee $300.00 2007-04-18
Maintenance Fee - Patent - New Act 12 2007-10-22 $450.00 2008-06-26
Maintenance Fee - Patent - New Act 13 2008-10-20 $250.00 2008-09-22
Maintenance Fee - Patent - New Act 14 2009-10-20 $250.00 2009-09-29
Maintenance Fee - Patent - New Act 15 2010-10-20 $450.00 2010-10-20
Owners on Record

Note: Records showing the ownership history in alphabetical order.

Current Owners on Record
OWENS, CHARLES R.
Past Owners on Record
None
Past Owners that do not appear in the "Owners on Record" listing will appear in other documentation within the application.
Documents

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Document
Description 
Date
(yyyy-mm-dd) 
Number of pages   Size of Image (KB) 
Representative Drawing 1997-06-30 1 15
Abstract 2007-07-30 1 45
Claims 2002-10-21 6 180
Drawings 2006-01-27 4 73
Claims 1996-07-05 6 232
Cover Page 1995-10-20 1 10
Abstract 1995-10-20 1 45
Description 1995-10-20 16 337
Claims 1995-10-20 6 123
Drawings 1995-10-20 4 66
Description 2006-01-27 16 347
Claims 2006-01-27 6 178
Representative Drawing 2006-10-11 1 18
Cover Page 2007-07-09 1 53
Drawings 2007-07-30 4 73
Description 2007-07-30 16 347
Correspondence 2009-11-06 1 36
Assignment 1996-07-05 6 236
PCT 1996-07-05 8 317
Correspondence 1996-09-17 3 127
Prosecution-Amendment 2002-10-21 7 221
Prosecution-Amendment 2007-01-09 2 52
Correspondence 2007-01-17 1 13
Prosecution-Amendment 2005-07-28 2 56
Prosecution-Amendment 2006-01-27 6 160
Correspondence 2007-04-18 1 41
Correspondence 2008-11-03 1 33
Correspondence 2008-11-17 1 28
Correspondence 2008-11-17 1 13
Correspondence 2009-02-10 2 57
Correspondence 2009-04-15 1 13
Correspondence 2009-04-06 3 82
Correspondence 2009-05-04 1 14
Correspondence 2009-05-04 1 17
Correspondence 2009-10-27 1 15
Correspondence 2010-01-18 1 15