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Patent 2426836 Summary

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(12) Patent Application: (11) CA 2426836
(54) English Title: RETAINING WALL MADE OF SANDBAGS
(54) French Title: MUR DE SOUTENEMENT EN SACS DE SABLE
Status: Dead
Bibliographic Data
(51) International Patent Classification (IPC):
  • E02D 29/02 (2006.01)
  • E02B 3/12 (2006.01)
(72) Inventors :
  • KIM, HUN S. (Canada)
(73) Owners :
  • VERSA-LOK ASIA INC. (Singapore)
  • BEON TOP ENTERPRISES LTD. (Canada)
(71) Applicants :
  • KIM, HUN S. (Canada)
(74) Agent: OYEN WIGGS GREEN & MUTALA LLP
(74) Associate agent:
(45) Issued:
(22) Filed Date: 2003-04-25
(41) Open to Public Inspection: 2004-10-25
Examination requested: 2008-04-25
Availability of licence: N/A
(25) Language of filing: English

Patent Cooperation Treaty (PCT): No

(30) Application Priority Data: None

Abstracts

English Abstract



A retaining wall structure for supporting fill material
without using geogrid comprises a plurality of courses of sandbags
which form a wall face and support a mass of fill material. Sandbags
are also placed extending from the wall face into the fill material at
spaced-apart positions along selected courses in order to stabilize the
wall face and the fill. Interconnecting members are positioned so as to
attach the courses and the extending sandbags together, forming a
retaining wall structure having a high degree of stability. The system
may also be used to construct freestanding walls.


Claims

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



WHAT IS CLAIMED IS:

1. A retaining wall structure comprising:
(a) a plurality of courses of sandbags forming a wall face
supporting a mass of fill material, each of said courses
comprising a plurality of sandbags;
(b) interconnecting members positioned between adjacent
courses to connect sandbags of each course to said sandbags
of each adjacent course;
(c) at least one sandbag extending from said wall face into said
fill material; and
(d) said extending sandbag being attached by means of an
interconnecting member to one or more of said sandbags
forming said wall face.

2. A retaining wall structure according to claim 1 wherein said
extending sandbag is positioned between two adjacent sandbags of
one of said courses, and said extending sandbag is attached by
means of said interconnecting members to each of said two
adjacent sandbags.

3. A retaining wall structure according to claim 1 or 2
wherein there is a plurality of said extending sandbags, spaced
apart from each other and extending from said wall face into said
fill material, said extending sandbags each being attached by
means of said interconnecting members to one or more of said
sandbags forming said wall face.

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4. A retaining wall structure according to claim 3 wherein one
or more of said extending sandbags extends into said fill material
from a different one of said courses than one or more other of
said extending sandbags.

5. A retaining wall structure according to claim 1 further
comprising a sandbag attached by means of said interconnecting
members to a free end of said extending sandbag, said further
attached sandbag being positioned generally parallel to said wall
face.

6. A retaining wall structure according to any one of claims 1
to 5 wherein said interconnecting member is a plate having an
upper side and a lower side, each said side having a plurality of
projections thereon, said plate being capable of extending across
at least part of two adjacent sandbags in one said course with said
projections on said upper side or said lower side protruding into
said adjacent sandbags within said course.

7. A method of constructing a retaining wall structure having
a plurality of courses of sandbags supporting a mass of X11
material and connected together by means of interconnecting
members, comprising the steps of:
(a) placing a first plurality of sandbags to form a first course;
(b) placing interconnecting members on said first course;
(c) placing a second plurality of sandbags to form a second
course vertically adjacent to said first course, with said

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interconnecting members placed on said first course being
between said first course and said second course;
(d) placing a plurality of sandbags extending from said second
course into said fill material;
(e) placing interconnecting members on said extending
sandbags and on said sandbags of said second course, so as
to attach said extending sandbags to said sandbags of said
second course; and
(f) placing a third plurality of sandbags to form a third course
vertically adjacent to said second course, said third course
covering said interconnecting members that are on said
second course and on said extending sandbags.

8. A method according to claim 7 wherein said
interconnecting members comprise a plate having an upper side
and a lower side, each said side having a plurality of projections
thereon, said plate being capable of extending across at least part
of two adjacent sandbags in a course, with said projections
protruding into said two adjacent sandbags.

9. A wall structure comprising:
(a) a plurality of courses of sandbags forming a first wall face,
each said course comprising a plurality of sandbags;
(b) a second plurality of courses of sandbags forming a second
wall face, each said course comprising a plurality of
sandbags;

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(c) interconnecting members positioned between adjacent
courses of each wall face to connect sandbags of each
course to sandbags of each adjacent course;
(d) a mass of fill material between said two wall faces and
supported thereby;
(e) a plurality of sandbags extending between said first and said
second wall faces through said fill material; and
(f) each of said extending sandbags being attached by means of
an interconnecting member to one or more of said sandbags
of said first wall face and to one or more of said sandbags
of said second wall face.

10. A wall structure according to claim 9 wherein each said
extending sandbag is positioned between two adjacent sandbags of
a course of said first wall face and between two adjacent sandbags
of a course of said second wall face, each said extending sandbag
being attached by means of said interconnecting members to each
of said two adjacent sandbags of said first wall face and of said
second wall face.

11. A retaining wall structure according to claim 9 or 10
wherein said interconnecting member is a plate having an upper
side and a lower side, each said side having a plurality of
projections thereon, said plate being capable of extending across
at least part of two adjacent sandbags in one said course with said
projections on said upper side or said lower side protruding into
said adjacent sandbags within said course.

-11-


Description

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



CA 02426836 2003-04-25
~~TAININ~ WA~,~, I~A~E ~~ sA~~~~~s
Technical Field
The invention pertains to retaining walls and methods of
constructing retaining walls. In particular, it pertains to retaining walls
made of sandbags which support fill material without the use of geogrid.
hack round
Retaining walls are used in a wide variety of civil engineering and
landscaping applications, for example to support slopes and
embankments for highways, support noise barriers, etc. Retaining walls
are commonly made having a supporting face structure made of
interconnecting blocks with soil or other fill material placed and
compacted in back of the wall, and generally with sheets of geogrid laid
in the fill at various levels, extending back from the wall and attached to
it.
International patent application No. W~ OOI61 X80 published
~ctober 19, 2000 discloses a system of building retaining walls from
sandbags which uses interconnecting members to attach the sandbags in
adjacent courses to each other so as to stabilize and strengthen the
sandbag wall structure, permitting the construction of permanent
retaining wall structures (and, if desired, temporary ones) and ones that
may be higher and steeper than conventional sandbag retaining walls.
The interconnecting members are plates having projections on both sides
thereof that protrude into horizontally and vertically adjacent sandbags.
~ptionally, sheets of geogrid may be attached to the interconnecting
members to extend at selected courses into the fill material supported by
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CA 02426836 2003-04-25
the sandbags in order to help stabilize the fill and anchor the sandbag
structure to the fill.
Geogrid is a costly product, and for some applications where
sandbag retaining walls with geogrid are effective, it would be desirable
to be able to construct the walls so as to have a high degree of stability
but without using geogrid.
Summary of Invention
The invention provides a retaining wall structure comprising a
plurality of courses of sandbags which form a wall face, supporting a
mass of fill material. In this specification, a "sandbag" means any bag,
or soft-walled container, holding any suitable fill material, including
sand, soil, mixtures thereof, and including fill mixed with seed for grass
or other plants. Interconnecting members are positioned between
adjacent courses of sandbags to connect sandbags of adjacent courses
together. Sandbags also extend from the wall face into the fill material,
preferably at spaced-apart positions along a course. Depending on the
height of the wall and the number of courses in it, sandbags may extend
from the wall face into the fill material at a plurality of courses of the
wall.
The invention also provides a method of constructing a retaining
wall as aforesaid. A plurality of sandbags is placed to form a first
course and interconnecting members are placed on it. It is to be
understood that the "first" course is not necessarily the bottommost
course, but can be any suitable course in a wall having a plurality of
courses. A second course of sandbags is placed above the first course,
with the interconnecting members connecting the two courses together.
Within the second course, sandbags is placed so as to extend into the fill
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CA 02426836 2003-04-25
material supported by the wall. Interconnecting members are placed on
the extending sandbag so as to attach them t~ the other sandbags of the
second course. A third course of sandbags is then placed above the
second course, covering the interconnecting members on the second
course and on the extending sandbags.
Brief Description of Drawings
Figure 1 is a cross-sectional side view of a retaining wall
structure according to one embodiment of the invention.
Figure 2 is a cross-sectional plan view thereof.
Figure 3 is a cross-sectional plan view of a retaining wall
structure according to a second embodiment, showing a freestanding
wall .
Figure 4 is a cross-sectional side view of the wall of Figure 3.
Figure 5 is a perspective view showing the placement of
interconnecting members on sandbags in a course.
Figure 6 is a cross-sectional view through an interconnecting
member on the line 6-6 of Figure 5.
Detailed Description of the Preferred Embodiments
Referring to Figures 1 and 2, a retaining wall structure 10
according to the invention is constructed on ground 12 and comprises a
~0 plurality of courses 14 of sandbags 16, forming a wall face 18. Each
course 14 is preferably laid approximately horizontal, though it may
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CA 02426836 2003-04-25
follow the contour of the ground as required. The face of the wall is
preferably sloped to enhance stability, though it may be vertical if
desired. Fill material 20 is compacted behind and supported by
sandbags 16.
The sandbags are preferably made of a geotextile material that is
durable and that permits water to flow into and through the bags, and
seedlings to grow out, while retaining fine soil particles within the bag.
The material of the bags should not be biodegradable, for durability of
the wall.
At selected, longitudinally-spaced positions along selected,
vertically-spaced courses, sandbags are placed in courses 14 so as to
extend from the wall face into the fill material 20. Within a given
course, such extending sandbags 22 may be positioned, for example,
between every second and third sandbags, or at such other spacing as is
appropriate for effective stabilization of the wall face in a particular
application. Likewise, the extending sandbags 22 may be positioned at
selected levels during the construction of the wall, for example at every
third course (as illustrated in Figure 1), or as required for a particular
application. Sandbags 16 are preferably generally rectangular in shape
(in plan view) having a length significantly greater than their width. In
such case, the sandbags employed as extending sandbags 22 may be the
same size sandbags as those used to form the courses 14, simply being
positioned so that their long side extends back from the wall face when
they are used as extending sandbags. Alternately, for use as extending
sandbags, sandbags may be selected that have a length that is greater
than the length of the sandbags that form the wall face. In either case, it
will be apparent that extending sandbags must extend a distance into the
fill material that is effective to anchor the wall face and stabilize the fill
material.
_q._


CA 02426836 2003-04-25
Interconnecting members 24 are used m the construction of the
retaining wall 10. Generally, the interconnecting members may be of
the types described in International Patent Publication No. WO
OOI61880 dated October 19, 2000. Referring particularly to Figures 5
S and 6, interconnecting member 24 preferably comprises a plate 26,
generally rectangular and planar, with a plurality of projections 28
extending vertically from both sides of the plate. Projections 28 are
sufficiently strong and pointed to protrude into the sandbags.
Interconnecting member 24 is preferably made of plastics or aluminum
other non-corrodible material. Preferred dimensions of the
interconnecting member are about 286 millimeters in length, 100
millimeters in width and 42 millimeters in height (including the
projections).
Interconnecting members 24 are used m the construction of the
retaining wall by placing them on top of sandbags 16 in a given course
so that projections 28 on the lower side protrude into the sandbags.
When a second course of sandbags is placed on top of the first course
and the interconnecting members 24, the projections on the upper side
of the plate protrude into the sandbags in the second course, and the
weight of such sandbags presses the interconnecting members so that the
projections 28 on their lower side protrude fully into the sandbags in the
first course. The projections 28 can be configured to fully penetrate the
sandbags, or, preferably, to simply indent them. In either case, the
projections are considered to "protrude" into the sandbags.
Interconnecting members 24 are of a size and configuration such
that, when plate 26 is placed covering a portion of two abutting
sandbags within a course, some of projections 28 on the lower side of
the plate will protrude into each of the two abutting bags, connecting
them together, and when a sandbag is placed on top of such plate, i.e. in
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CA 02426836 2003-04-25
laying a vertically adjacent course, projections 28 on the upper side of
such plate will protrude into that sandbag, attaching the upper sandbag
to the two lower sandbags. Thus, the interconnecting members attach
both horizontally and vertically adjacent sandbags at the same time.
The interconnecting members 24 are likewise used to attach the
extending sandbags 22 to the other sandbags 16 forming a course, as
best seen in Figure 2, by placing interconnecting members so as to
extend over sandbag 22 and each of the two sandbags 16 that it abuts
within a course. Then, a further course of sandbags is placed on top of
said course, covering said interconnecting members 24 and effectively
anchoring said extending sandbags 22 to the laterally adjacent sandbags
16 and to the sandbag 16 in the vertically adjacent upper course.
Optionally, a further sandbag 30 may be attached to an extending
sandbag 22 in order to increase the anchoring of the wall. Re:Eerring to
Figures 1 and 2, such sandbag 30 is positioned generally parallel to the
wall face 18 at the free end of an extending sandbag 22. An
interconnecting member 24 is placed to extend between sandbags 22 and
30, and a further sandbag 16 is placed on top of the interconnecting
member to secure the attachment of the interconnecting member to the
two sandbags 22, 30.
The invention may also be used in the construction of freestanding
walls. Referring to Figures 3 and 4, wall 40 comprises wall faces 42,
44 which support fill material 46 therebetween. The wall faces may be
sloped (as illustrated in Figure 4) or vertical if desired. Each wall face
comprises generally horizontal courses of sandbags 16 attached together
with interconnecting members 24 in the manner described above. At
selected longitudinal intervals along the wall, an extending sandbag 22 is
placed extending from one wall face to the other wall face and attached
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CA 02426836 2003-04-25
to each wall face by means of the interconnecting members 24, again as
described above. Extending sandbags 22 are placed at such positions
longitudinally along a course, and in multiple courses, as may be
required to support both wall faces of a wall having a given length,
height and width.
As will be apparent to those skilled in the art in tlhe light of the
foregoing disclosure, many alterations and modifications are possible in
the practice of this invention without departing from the scope thereof.
Accordingly, the scope of the invention is to be construed in accordance
with the substance defined by the following claims.

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 Unavailable
(22) Filed 2003-04-25
(41) Open to Public Inspection 2004-10-25
Examination Requested 2008-04-25
Dead Application 2012-04-25

Abandonment History

Abandonment Date Reason Reinstatement Date
2011-04-26 FAILURE TO PAY APPLICATION MAINTENANCE FEE

Payment History

Fee Type Anniversary Year Due Date Amount Paid Paid Date
Application Fee $300.00 2003-04-25
Registration of a document - section 124 $100.00 2003-07-02
Maintenance Fee - Application - New Act 2 2005-04-25 $100.00 2005-01-17
Maintenance Fee - Application - New Act 3 2006-04-25 $100.00 2006-03-22
Maintenance Fee - Application - New Act 4 2007-04-25 $100.00 2007-03-02
Request for Examination $800.00 2008-04-25
Maintenance Fee - Application - New Act 5 2008-04-25 $200.00 2008-04-25
Maintenance Fee - Application - New Act 6 2009-04-27 $200.00 2009-04-24
Maintenance Fee - Application - New Act 7 2010-04-26 $200.00 2010-04-26
Final Fee $300.00 2011-06-29
Owners on Record

Note: Records showing the ownership history in alphabetical order.

Current Owners on Record
VERSA-LOK ASIA INC.
BEON TOP ENTERPRISES LTD.
Past Owners on Record
KIM, HUN S.
Past Owners that do not appear in the "Owners on Record" listing will appear in other documentation within the application.
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Document
Description 
Date
(yyyy-mm-dd) 
Number of pages   Size of Image (KB) 
Abstract 2003-04-25 1 23
Description 2003-04-25 7 391
Claims 2003-04-25 4 187
Drawings 2003-04-25 5 109
Representative Drawing 2003-09-22 1 17
Cover Page 2004-10-04 1 43
Assignment 2003-04-25 2 84
Assignment 2003-07-02 3 85
Prosecution-Amendment 2008-04-25 1 34
Correspondence 2011-06-29 1 32