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Patent 2508162 Summary

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Claims and Abstract availability

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(12) Patent: (11) CA 2508162
(54) English Title: REINFORCING STEEL SUPPORT
(54) French Title: SUPPORT D'ACIER DE RENFORT
Status: Deemed expired
Bibliographic Data
(51) International Patent Classification (IPC):
  • E04C 5/16 (2006.01)
(72) Inventors :
  • WILSON, GUY (Canada)
(73) Owners :
  • WILSON, GUY (Canada)
(71) Applicants :
  • WILSON, GUY (Canada)
(74) Agent:
(74) Associate agent:
(45) Issued: 2009-02-24
(22) Filed Date: 2005-05-24
(41) Open to Public Inspection: 2005-11-26
Examination requested: 2006-04-05
Availability of licence: N/A
(25) Language of filing: English

Patent Cooperation Treaty (PCT): No

(30) Application Priority Data:
Application No. Country/Territory Date
10/854,391 United States of America 2004-05-26

Abstracts

English Abstract

A support for suspending reinforcing steel relative to a form wall at a spaced distance is provided. The support includes a vertical member having a first end and a second end, a cantilever support arm extending from the vertical member for supporting a length of reinforcing steel orientated horizontally at a predetermined elevation and at a spaced distance from the form wall, and a clamp means for securing the support to the form wall so that the support arm is perpendicular to the form wall and extends towards the opposite side of the form. A plurality of support arms can be provided for suspending many different lengths of reinforcing steel at different elevations. The support is intended to be used in the construction of reinforcing structures, as for grade beams and is removed from the form wall prior to the pouring of concrete into the form.


French Abstract

Un support pour suspendre de l'acier de renfort d'un mur de coffrage à une distance espacée est fourni. Le support inclut un montant vertical doté d'une première extrémité et d'une seconde extrémité, d'un bras de support en porte-à-faux s'étendant à partir du montant vertical pour soutenir une certaine longueur d'acier de renfort orientée horizontalement à une hauteur prédéterminée et à une distance espacée du mur de coffrage, et un système de pinces pour assurer le support du mur de coffrage de manière à ce que le bras de support soit perpendiculaire au mur de coffrage et s'étende vers le côté opposé du coffrage. Plusieurs bras de support peuvent être fournis pour suspendre plusieurs longueurs différentes d'acier de renfort à des hauteurs différentes. Le support vise une utilisation dans la construction de structures d'armature, comme pour les poutres sous murs porteurs et il est déposé du mur de coffrage avant le coulage du béton dans le coffrage.

Claims

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





[0028] CLAIMS

I claim:

1. A support for suspending concrete reinforcing steel relative to a form wall
comprising:
a vertical member having a first end and a second end;
a first support arm extending at a first predetermined elevation and
orthogonal from said vertical member; and
a clamp means for securing said vertical member to said form wall so that
said first support arm is perpendicular to said form wall.

2. The support of claim 1, further comprising:
a second support arm extending at a second predetermined elevation and
orthogonal from said vertical member and parallel to said first support arm.

3. The support of claim 2, wherein said first and said second support arms are
selectively positionable at different elevations along the height of said
vertical
member.

4. The support of claim 1, further comprising:
a handle attached to said first end of said vertical member.

5. The support of claim 1, wherein said clamp means for securing said vertical
member to said form wall is adjustable to the thickness of said form wall.

6. The support of claim 1, wherein said support is removed from said form wall
prior
to the pouring of concrete.

7. A temporary support for suspending reinforcing steel horizontally and
relative to a



-page 8-




form wall during the construction of a concrete reinforcing structure
comprising:
a vertical member having a first end and a second end;
at least two support arms extending from said vertical support member at
different elevations; and
a clamp means for securing said vertical member to said form wall.

8. The temporary support of claim 7, wherein said vertical member is attached
to
said form wall so that said at least two support arms are perpendicular to
said
wall.

9. The temporary support of claim 7, further comprising:
a handle attached to said first end of said vertical member.

10. The temporary support of claim 7, wherein said at least two support arms
are
selectively positionable along the height of said vertical member.

11. The temporary support of claim 10, wherein said at least two support arms
extend
orthogonal from said vertical member.

12. The temporary support of claim 7, wherein said support is removed from
said
form wall prior to pouring concrete.

13. The temporary support of claim 7, wherein each of said support arms define
a
channel at one end thereof which is adapted to receive said vertical member so
that each of said support arms are slidably positionable along the height of
said
vertical support bar.

14. The temporary support of claim 13 further comprising:



-page 9-




a locking means attached to each of said support arms for locking the
elevation of said support arm along the height of said vertical support
member.

15. A system for suspending reinforcing bars relative to a concrete form wall
during
the construction of a concrete reinforcing structure of reinforcing bars
comprising
in combination:
at least two reinforcing bar supports positioned along a length of said
concrete form wall, said at least two reinforcing bar supports support at
least one
horizontally orientated reinforcing bar at a spaced distance from said form
wall, each of
said at least two reinforcing bar supports comprise:
a vertical member having a first end and a second end;
at least one support arm extending from said vertical member; and
a clamp means attached to said support for attaching said support to said
concrete wall form so that said at least one support arm is perpendicular to
said form wall.

16. The system of claim 16, wherein said at least one support arm is
selectively
positionable along the height of said vertical member.

17. The system of claim 16, wherein said at least one support arm extends
orthogonal
to said vertical member.

18. The system of claim 15, wherein each of said at least two reinforcing bar
supports
further comprise:
a handle attached to said first end of said vertical member:

19. The system of claim 15, wherein each of said at least two reinforcing bar
supports
are removed from said form wall prior to pouring concrete.


-page 10-

Description

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



CA 02508162 2005-05-24
REINFORCING STEEL SUPPORT
BACKGROUND OF THE INVENTION
Field of the Invention
[001) The present invention relates generally to a device for positioning
concrete reinforcing
steel, such as re-bar. More particularly, relating to an apparatus for
suspending concrete
reinforcing steel relative to a form wall during the construction of a
concrete reinforcing
structure of reinforcing steel.
Background of the Invention
[002) In concrete construction it is customary to use concrete reinforcing
steel or re-bar to
strength a poured concrete structure. To provide the highest level of
reinforcement with
installation of re-bar in concrete, the re-bar must be accurately and
strategically oriented for
maximum benef t. One area of concrete construction that is found most labor
intensive
involves the pouring of grade beams because it is difficult and time consuming
to position the
reinforcing steel or re-bar properly. Many times a worker becomes frustrated
with the task
and haphazardly positions the re-bar to accomplish the task more quickly.
[003) During the construction of grade beams, a plurality of lengths of
reinforcing steel or
re-bar are orientated horizontally and positioned at different elevations
relative to a form
wall. Then additional lengths of re-bar are formed around the horizontally
orientated lengths
so as to form a box like reinforcing structure of reinforcing steel or re-bar.
During the
construction, it is imperative the elevation of each length of the
horizontally orientated
reinforcing steel remain level. One typical method used to aid a worker in
correctly
positioning the horizontal reinforcing steel involves supporting the
reinforcing steel with
-page 1 of 11-


CA 02508162 2005-05-24
wooden beams, such as 2 x 4 beams. The use of wooden beams is a very laborious
and time
consuming process requiring the positioning of a considerable number of beams
to support
many lengths of reinforcing steel at different elevations. Furthermore, once
the reinforcing
structure has been constructed it must be lowered onto footings, which
requires the removal
of the supporting wooden beams.
[004] The present invention provides for an apparatus allowing quick and
accurate
placement of horizontal reinforcing steel during the construction of a
concrete reinforcing
structure used in reinforcing a poured concrete structure such as a grade
beam.
SUMMARY OF THE INVENTION
[005] In accordance with the present invention, a support for suspending
concrete
reinforcing steel horizontally during the construction of a concrete
reinforcing structure of
reinforcing steel is provided.
[006] More specifically, in one embodiment of the present invention, the
support comprises
a vertical member having a first end and a second end, a support arm extending
from the
vertical member for supporting a length of reinforcing steel orientated
horizontally at a
predetermined elevation and at a spaced distance from the form wall, and a
clamp means for
securing the support to the form wall so that the support arm is perpendicular
to the form wall
and extends towards the opposite side of the form.
[007] In an additional embodiment of the present invention, a plurality of
support arms are
provided which extend from the vertical member at different elevations to
support a plurality
of different lengths of reinforcing steel horizontally at different
elevations.
-page 2 of 11-


CA 02508162 2005-05-24
[008] There has thus been outlined, rather broadly, the more important
features of the
invention in order that the detailed description thereof that follows may be
better understood
and in order that the present contribution to the art may be better
appreciated.
[009] Numerous objects, features and advantages of the present invention will
be readily
apparent to those of ordinary skill in the art upon a reading of the following
detailed description
of presently preferred, but nonetheless illustrative, embodiments of the
present invention when
taken in conjunction with the accompanying drawings. The invention is capable
of other
embodiments and of being practiced and carried out in various ways. Also, it
is to be
understood that the phraseology and terminology employed herein are for the
purpose of
descriptions and should not be regarded as limiting.
(0010] As such, those skilled in the art will appreciate that the conception,
upon which this
disclosure is based, may readily be utilized as a basis for the designing of
other structures,
methods and systems for carrying out the several purposes of the present
invention. It is
important, therefore, that the claims be regarded as including such equivalent
constructions
insofar as they do not depart from the spirit and scope of the present
invention.
[0011] For a better understanding of the invention, its operating advantages
and the specific
objects attained by its uses, reference should be had to the accompanying
drawings and
descriptive matter in which there is illustrated preferred embodiments of the
invention.
BRIEF DESCRIPTION OF THE DRAW1NGS
[0012] The invention will be better understood and objects other than those
set forth above
will become apparent when consideration is given to the following detailed
description
thereof. Such description makes reference to the annexed drawings wherein:
-page 3 of 11-


CA 02508162 2005-05-24
[0013] Figure 1 is a perspective view of an embodiment of the reinforcing
steel support
constructed in accordance with the principles of the present invention;
[0014] Figure 2 is a partial, enlarged perspective view of a preferred
embodiment of the
present invention;
[0015] Figure 3 is an enlarged cross-sectional view taken along line 3-3 in
Figure 2; and
[0016] Figure 4 is an in-use perspective view of a plurality of the
reinforcing steel support of
the present invention attached to a form wall and supporting a plurality of
horizontally
orientated reinforcing steel members at various elevations.
[0017] The same reference numerals refer to the same parts throughout the
various figures.
DETAILED DESCRIPTION OF THE INVENTION
[0018] Referring now to the drawings, and particularly to Figures 1-2, a
preferred embodiment
of the support for reinforcing steel of the present invention is shown and
generally designated
by the reference numeral 10.
[0019] Referring to Figure 1, the support 10 includes a vertical member 12
having a first end
14 and a second 16. Preferably, the vertical member 12 is of a tubular section
of a circular
cross-section. A support arm 18 extends from and orthogonal to the vertical
member 12 at a
selected position or elevation between the first and second ends 14 and 16.
Preferably, the
support arm 18 is of a cantilever type and is only supported by the vertical
member 12 at one
end 20 with the opposite end 22 projecting in a direction away from the
vertical member.
Most preferably, the support arm 18 is of a tubular section. The end 20 of the
support arm 18
can define a channel section 24 which is adapted to slidably receive the
vertical member 12
so that the support arm can be selective positioned at a desired height or
elevation along the
-page 4 of 11-


CA 02508162 2005-05-24
vertical member. The channel section 24 can include a locking means 26, such
as a
thumbscrew or pin, to secure the support arm 18 at a selected elevation along
the height of
the vertical member 12. Additionally; the vertical member 12 can include a
plurality of
through holes 27 at spaced distances along the height of the vertical member
and the channel
section 24 can include a cooperating through hole for alignment with a through
hole 27. A
fastener 29, such as a bolt or pin can be passed through the aligned through
holes to lock the
support arm at a desired elevation.
(0020] A clamping means 28 for attaching the support 10 to a form wall is
provided and
which can either extend from the vertical member 12 approximate the first end
14 and in a
direction opposite of the support arm 18 or the clamping means can extend from
the first end
20 of the support arm in a direction opposite of the second end 22 of the
support arm. Most
preferably, the clamping means is attached to the channel section 24 opposite
of the support
arm 18 and extends therefrom in a direction opposite of the support arm. One
possible
example of a clamping means 28 that could be used includes a support bar 30
and a bar
clamp 32, such as a pony clamp slidably engaged with the support bar.
[0021] A handle 34 can be provided at the first end 14 of the vertical member
12. Preferably,
the handle 34 is of the T-type and is attached to the first end 14 of the
vertical member in a
direction parallel to the support arm 18.
[0022] Turning now to Figures 2 and 3, an additional embodiment of the present
invention is
illustrated which includes an additional example of a possible locking means
26 for securing
the support arm 18 to the vertical member 12. More particularly, in this
embodiment the
vertical member 12 is of a square cross-section and has a plurality of
horizontal slots 38
-page 5 of 11-


CA 02508162 2005-05-24
formed along the length of the back surface 40. A projection 42 extends from
an interior
surface of the channel section 24 of the support arm 18. The support arm 18 is
secured to the
vertical member 12 at a desired elevation therealong by inserting the
projection 42 into a
corresponding slot 38 formed into the vertical member at the desired
elevation. The
projection 42 is locked into the slot 38 by a contact force between the upper
surface 44 of the
projection and the ceiling 46 of the slot which is created by a moment force
developed by a
moment arm which is equal to the distance of the end of the support arm to the
contact point.
The contact force is increased as load is applied to the support arm 18
insuring the support
arm will remain secured to the vertical member 12 at the desired elevation.
[0023] In additional embodiments, a plurality of support arms 36 can be
provided in addition
to the support arm 18. The support arms 36 are constructed in exact accordance
with the
support arm 18 as discussed supra. The support arms 36 can be either of the
same length of
the support arm 18 or can be of a different length. Preferably, at least one
support arm 36 is
provided having the same length as support arm 18 and at least one support arm
36 is provide
having a shorter length then support arm 18.
[0024] Referring to Figure 4, which illustrates a plurality of supports 10
depending from a
partial section of form wall 100 and supporting a partial section of a
reinforcing structure 110
of reinforcing steel members. Each support 10 is attached to the form wall 100
by clamping
means 28 and are spaced there along to provide support to horizontally
orientated reinforcing
steel members 112. The supports 10 allow for the suspension of the reinforcing
steel
members 112 relative to and at a spaced distance from the form wall 100.
-page 6 of 11-


CA 02508162 2005-05-24
[0025) As illustrated, one possible method of suspending reinforcing steel
members 112 is by
using a support arm 18 that is positioned approximate end 14 of the vertical
member 12. In
this example, the support arm 18 is used to suspend or support two separate
lengths of
reinforcing steel horizontally and at different spaced distances from form
wall 100. An
additional support arm 36 is also used and is positioned along the vertical
member 12 at a
lower elevation then support arm 18 and which is of a shorter length then
support arm 18. In
this example, the support arm 36 is positioned to suspend a single horizontal
reinforcing steel
member 112 at a spaced distance from form wall 110. Once the horizontal
reinforcing steel
members 112 are correctly suspended by each support 10, a plurality of
vertical steel
members 114 are formed around the horizontal members to form a box-like
reinforcing
structure, which a partial section of a completed reinforcing structure
thereof is illustrated.
[0026) Upon completion of the reinforcing structure 110 each support 10 is
sequentially
removed from the form wall 100 prior to the pouring of concrete by first
loosening clamping
means 28 and then rotating the support so that support arms 18 and 36 are
positioned parallel
to the horizontal reinforcing members 112 and within the spaced distance
between the
reinforcing members and the form wall 100. Then the support 10 can be lifted
from the form
wall 100 and stored for later use.
[0027) A number of embodiments of the present invention have been described.
Nevertheless, it will be understood that various modifications may be made
without departing
from the spirit and scope of the invention. Accordingly, other embodiments are
within the
scope of the following claims.
-page 7 of 11-

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 2009-02-24
(22) Filed 2005-05-24
(41) Open to Public Inspection 2005-11-26
Examination Requested 2006-04-05
(45) Issued 2009-02-24
Deemed Expired 2020-08-31

Abandonment History

There is no abandonment history.

Payment History

Fee Type Anniversary Year Due Date Amount Paid Paid Date
Application Fee $200.00 2005-05-24
Request for Examination $400.00 2006-04-05
Maintenance Fee - Application - New Act 2 2007-05-24 $50.00 2007-05-23
Maintenance Fee - Application - New Act 3 2008-05-26 $50.00 2008-05-22
Final Fee $150.00 2008-12-05
Maintenance Fee - Patent - New Act 4 2009-05-25 $50.00 2009-05-11
Maintenance Fee - Patent - New Act 5 2010-05-25 $300.00 2010-08-17
Maintenance Fee - Patent - New Act 6 2011-05-24 $300.00 2011-07-22
Maintenance Fee - Patent - New Act 7 2012-05-24 $100.00 2012-05-03
Maintenance Fee - Patent - New Act 8 2013-05-24 $100.00 2013-05-08
Maintenance Fee - Patent - New Act 9 2014-05-26 $100.00 2014-05-06
Maintenance Fee - Patent - New Act 10 2015-05-25 $325.00 2015-09-08
Maintenance Fee - Patent - New Act 11 2016-05-24 $125.00 2016-05-02
Maintenance Fee - Patent - New Act 12 2017-05-24 $125.00 2017-04-11
Maintenance Fee - Patent - New Act 13 2018-05-24 $125.00 2018-04-16
Maintenance Fee - Patent - New Act 14 2019-05-24 $325.00 2019-08-26
Owners on Record

Note: Records showing the ownership history in alphabetical order.

Current Owners on Record
WILSON, GUY
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) 
Abstract 2005-05-24 1 26
Description 2005-05-24 7 355
Claims 2005-05-24 3 115
Drawings 2005-05-24 2 78
Representative Drawing 2005-11-01 1 12
Cover Page 2005-11-08 1 42
Claims 2008-07-18 3 80
Representative Drawing 2009-02-03 1 13
Cover Page 2009-02-03 1 42
Correspondence 2011-07-19 1 12
Correspondence 2011-07-19 1 24
Assignment 2005-05-24 2 74
Prosecution-Amendment 2006-04-05 1 24
Fees 2007-05-23 1 23
Maintenance Fee Payment 2018-04-16 1 100
Prosecution-Amendment 2008-01-24 3 95
Fees 2008-05-22 1 24
Prosecution-Amendment 2008-07-18 5 133
Correspondence 2008-12-05 1 23
Fees 2009-05-11 1 50
Fees 2010-08-17 2 130
Correspondence 2011-07-06 1 28
Fees 2011-07-22 1 86
Fees 2012-05-03 1 58
Maintenance Fee Payment 2019-07-08 1 48
Maintenance Fee Payment 2019-08-26 1 45
Fees 2013-05-08 1 122
Fees 2014-05-06 1 124
Maintenance Fee Payment 2015-09-08 1 70
Maintenance Fee Payment 2016-05-02 1 141
Maintenance Fee Payment 2017-04-11 1 143