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(12) Patent Application: | (11) CA 2479517 |
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(54) English Title: | LIBRA TOWER FOR WIND TURBINE |
(54) French Title: | PYLONE « LIBRA TOWER » POUR EOLIENNE |
Status: | Deemed Abandoned and Beyond the Period of Reinstatement - Pending Response to Notice of Disregarded Communication |
(51) International Patent Classification (IPC): |
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(72) Inventors : |
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(73) Owners : |
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(71) Applicants : |
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(74) Agent: | |
(74) Associate agent: | |
(45) Issued: | |
(22) Filed Date: | 2004-09-15 |
(41) Open to Public Inspection: | 2006-03-15 |
Availability of licence: | N/A |
Dedicated to the Public: | N/A |
(25) Language of filing: | English |
Patent Cooperation Treaty (PCT): | No |
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(30) Application Priority Data: | None |
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The purpose of the invention is to create a tower termed the Libra Tower that
has a
primary function of being sufficiently high for modern wind turbine
generators, is of
relatively simple construction, is non-rigid in structure, and has the wind
turbine on top
of the vertical tower operating in a horizontal and rotatable position.
The secondary function of they Libra Tower is to have the ability of limited
rotation and
thus easily lowering the tower with the turbine to ground level, more or less,
for critical
repairs, without the use of an industrial crane. Thus the "down time" which
can be a
crucial economic factor as well as the untimely inconvenience for its
customers is
reduced. In the event that a storm is being forecasted, the Libra Tower can be
lowered
to the ground level, similar to a ship lowering its sails, and avoid
significant damage.
Once the storm has passed, the tower can be quickly raised and power restored.
This
feature would be especially appreciated after a natural disaster like a
hurricane or an
earthquake when normal electrical grids are inoperative. Thus the Libra Tower
can be
installed not only in inland areas where the wind is economically viable for
turbines but
in remote areas where inclement weather and high winds are the noun.
The Libra Tower is geometrically designed by combining a primary base form of
a 60
degree hexagon, superimposed with a 6 sided 60 degree pyramid tapering to the
apex,
the Libra Scales, and 2 old fashioned wagon wheels with a hand brake.
The dimensions of the structure axe mathematically proportionate; each side of
the
hexagon is 10 meters more or less, and the base of each corner of the pyramid
is fixed at
each vertex of the hexagon, and each corner of the pyramid, acting as braces,
is at a 60
degree angle. Thus the skeletal lattice structure of each corner to the apex
is then 20
meters more or less. This proportion permits a tower to be emplaced in the
centrality of
the pyramid at a height of 35 meters, more or less. The basic building
component of the
tower is a rectangular pre-fabricated lattice structure, the width and depth
are varied
according to the tensile strength that is needed, each is 10 meters in length,
each with
the capability of interlocking with an add-on lattice. This basic building
component is
ideal for mass production.
In order to emplace the tower centrally in the center, the basic pyramid
structure is
halved, each half resulting in a 3 sided pyramid and between each half is a
vertical and
horizontal passage-way throughout of 2 meters, more or less, permitting the
tower to be
installed vertically and also allow for its limited rotation, the whole
complemented by
its necessary support structure.
The altitude of each half pyramid structure, the distance from the apex to the
base, is
17.3 meters, more or less, and this altitude represents one half, more or
less, of the total
height of the tower to be 35 meters, more or less. Two face to face vertical
support
structures in the passageway center support the tower, which is fixed at the
center by a
sufficiently large, permanent horizontal fulcrum axle, that is on a reinforced
plate,
below each apex of the pyramidal braces. This axle holds the Libra Tower in
place
centrally and it also cohesively bridges the two halves. A second removable
horizontal
axle, of similar diameter is installed at the base above the ground level, and
fixes the
tower in a vertical mode when operating, and when removed, the tower is free
to rotate
to an obtuse angle of 150 degrees more or less to a servicing mode. There the
turbine
can be sheltered during cold and snowy weather conditions and servicing can
proceed.
Each axle is secured according to earthquake standards so as to absorb the
vibrations
from the propeller rotors and even minor earthquakes. A buttress at the base
keeps the
base of the tower from over passing the center when it is being raised
vertically. The top
of the tower can be customized to fit whatever design the turbine base has in
order to fit
congruently.
The Libra Scale feature of the Libra Tower is the ballast inserted at the base
that is
equal in weight, more or less, to the weight of the turbine. The turbine may
weigh 750
kilograms, for example and to achieve balance when in rotation, the ballast
must be
introduced in the base structure that is equal to the weight of the turbine,
more or less.
The ballast at its base contributes greatly to the stability of the tower.
The tower structure is reinforced to support the extra weight of the turbine
and the
ballast, especially when in a horizontal position. This is attained by two
"bridge"
trusses, one on the upper side and one on the lower side of the tower. The two
trusses
are supported by a perpendicular diametric arm from the fulcrum axle, and
complemented with the lattice framework radiating to both ends that strengthen
and
stabilize the tower.
The third feature of the Libra Tower is a simulated wagon wheel on each side
of the
tower on the fulcrum axle, acting as a brake and support.
The rim of the wheels are the brake drums and each wheel has 2 brake pads
adjacent to
the rims that are secured on the stationary rectangular structures supporting
the tower.
The brakes on the wheels have cables directly connected to the hand brake at
ground
level and can be activated by an operator so that the turbine is lowered very
slowly or
brought to a complete stop. This an essential safety component.
Winch cables attached to the front bumper of an utility vehicle are used to
raise or
lower the tower. The cables are attached to secure appendages on the top and
at the base
of the tower.
Page 4
Note: Claims are shown in the official language in which they were submitted.
Note: Descriptions are shown in the official language in which they were submitted.
2024-08-01:As part of the Next Generation Patents (NGP) transition, the Canadian Patents Database (CPD) now contains a more detailed Event History, which replicates the Event Log of our new back-office solution.
Please note that "Inactive:" events refers to events no longer in use in our new back-office solution.
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 , Event History , Maintenance Fee and Payment History should be consulted.
Description | Date |
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Inactive: IPC deactivated | 2016-01-16 |
Inactive: First IPC assigned | 2016-01-01 |
Inactive: IPC assigned | 2016-01-01 |
Inactive: IPC expired | 2016-01-01 |
Time Limit for Reversal Expired | 2010-09-15 |
Application Not Reinstated by Deadline | 2010-09-15 |
Inactive: Adhoc Request Documented | 2010-06-17 |
Inactive: Adhoc Request Documented | 2010-06-17 |
Inactive: Adhoc Request Documented | 2010-06-17 |
Inactive: Abandon-RFE+Late fee unpaid-Correspondence sent | 2009-09-15 |
Deemed Abandoned - Failure to Respond to Maintenance Fee Notice | 2009-09-15 |
Inactive: Adhoc Request Documented | 2009-06-17 |
Inactive: Payment - Insufficient fee | 2008-08-27 |
Inactive: Delete abandonment | 2006-05-04 |
Deemed Abandoned - Failure to Respond to Notice Requiring a Translation | 2006-04-11 |
Application Published (Open to Public Inspection) | 2006-03-15 |
Inactive: Cover page published | 2006-03-14 |
Small Entity Declaration Determined Compliant | 2006-02-13 |
Inactive: Correspondence - Formalities | 2006-02-13 |
Inactive: Incomplete | 2006-01-11 |
Inactive: Correspondence - Formalities | 2004-11-09 |
Inactive: First IPC assigned | 2004-11-08 |
Inactive: Filing certificate - No RFE (English) | 2004-11-01 |
Inactive: Filing certificate - No RFE (English) | 2004-10-19 |
Inactive: Office letter | 2004-10-19 |
Inactive: Filing certificate - No RFE (English) | 2004-10-18 |
Application Received - Regular National | 2004-10-18 |
Abandonment Date | Reason | Reinstatement Date |
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2009-09-15 | ||
2006-04-11 |
The last payment was received on 2008-07-18
Note : If the full payment has not been received on or before the date indicated, a further fee may be required which may be one of the following
Patent fees are adjusted on the 1st of January every year. The amounts above are the current amounts if received by December 31 of the current year.
Please refer to the CIPO
Patent Fees
web page to see all current fee amounts.
Fee Type | Anniversary Year | Due Date | Paid Date |
---|---|---|---|
Application fee - small | 2004-09-15 | ||
MF (application, 2nd anniv.) - small | 02 | 2006-09-15 | 2005-11-08 |
2006-02-13 | |||
MF (application, 3rd anniv.) - small | 03 | 2007-09-17 | 2007-06-05 |
MF (application, 4th anniv.) - small | 04 | 2008-09-15 | 2008-07-18 |
Note: Records showing the ownership history in alphabetical order.
Current Owners on Record |
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ALFRED L. MATHIEU |
Past Owners on Record |
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None |