U.S. patent application number 14/603150 was filed with the patent office on 2015-05-14 for post sleeve assembly.
The applicant listed for this patent is N. Eric Knudsen. Invention is credited to N. Eric Knudsen.
Application Number | 20150128507 14/603150 |
Document ID | / |
Family ID | 41445808 |
Filed Date | 2015-05-14 |
United States Patent
Application |
20150128507 |
Kind Code |
A1 |
Knudsen; N. Eric |
May 14, 2015 |
POST SLEEVE ASSEMBLY
Abstract
A post sleeve includes a reinforced concrete body preformed
around a liner that defines a cavity extending longitudinally
within the body, sized to receive a post. Standoff ribs run
lengthwise within the cavity and extend inward from inner walls of
the cavity. A post in the cavity is supported laterally by the
standoff ribs. Drain channels between the ribs permit water to flow
past the post and exit the cavity via a lower aperture. A drain
tube is coupled to the lower aperture, and extends downward where
it is covered with gravel at the bottom of a post hole. Concrete is
poured around the post sleeve in the hole. The cavity is adaptable
to receive posts of varying sizes, and at various depths. A collar
closes a space between the post and the top of the cavity,
permitting air circulation within the cavity while shedding water
and substantially preventing insects from entering the cavity.
Inventors: |
Knudsen; N. Eric; (Maple
Valley, WA) |
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Applicant: |
Name |
City |
State |
Country |
Type |
Knudsen; N. Eric |
Maple Valley |
WA |
US |
|
|
Family ID: |
41445808 |
Appl. No.: |
14/603150 |
Filed: |
January 22, 2015 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
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13195714 |
Aug 1, 2011 |
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14603150 |
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12163506 |
Jun 27, 2008 |
8011149 |
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13195714 |
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Current U.S.
Class: |
52/105 ;
52/173.1; 52/835 |
Current CPC
Class: |
E04H 12/2215 20130101;
E04H 12/2269 20130101; E04F 19/00 20130101; E04B 1/92 20130101;
E02D 5/60 20130101; E04H 12/2292 20130101; E01F 9/627 20160201;
E04C 3/30 20130101; E02D 27/42 20130101 |
Class at
Publication: |
52/105 ; 52/835;
52/173.1 |
International
Class: |
E04H 12/22 20060101
E04H012/22; E04B 1/92 20060101 E04B001/92; E02D 5/60 20060101
E02D005/60; E04F 19/00 20060101 E04F019/00; E04C 3/30 20060101
E04C003/30 |
Claims
1. A post sleeve comprising: a rigid body installable in the ground
to structurally support a post; a post receiving cavity formed in
the rigid body to receive an end of the post therein; and an
identifier comprising unique information pertaining to the post
sleeve.
2. The post sleeve of claim 1 wherein the identifier uniquely
differentiates the post sleeve from other post sleeves from among a
grouping of post sleeves.
3. The post sleeve of claim 1 wherein the identifier comprises
elements denoting one or more of: a location of the post sleeve, a
manufacturer's serial number, a model number of the post sleeve, a
date of manufacture of the post sleeve, a name of a manufacturer of
the post sleeve, and a place of manufacture of the post sleeve.
4. The post sleeve of claim 1 wherein a cross sectional area of the
post receiving cavity is between two square inches and thirty-six
square inches.
5. The post sleeve of claim 1 wherein the identifier is in a
machine-readable form.
6. The post sleeve of claim 5 wherein the identifier comprises a
bar code.
7. The post sleeve of claim 5 wherein the identifier comprises a
radio-frequency identification tag.
8. The post sleeve of claim 7 wherein the radio-frequency
identification tag includes a memory configured to receive and
store data related to the post sleeve or the post supported
thereby.
9. The post sleeve of claim 1 wherein the post sleeve is configured
to be permanently embedded in a rigid footing in the ground.
10. The post sleeve of claim 1 wherein the rigid body includes a
drainage aperture to permit fluid to drain from the post receiving
cavity when the post sleeve is installed in the ground.
11. The post sleeve of claim 10 wherein the post sleeve includes a
plurality of drain channels in fluid communication with the
drainage aperture.
12. The post sleeve of claim 1 wherein the rigid body is integrally
formed as a single piece.
13. A post sleeve, comprising: a rigid body installable in the
ground to structurally support a post; a post receiving cavity
formed in the rigid body to receive an end of the post therein; and
a radio frequency identification tag coupled to the rigid body.
14. The post sleeve of claim 13 wherein the radio frequency
identification tag includes a memory configured to store unique
data related to the post sleeve or the post supported thereby.
15. The post sleeve of claim 13 wherein the radio frequency
identification tag is embedded in the rigid body of the post
sleeve.
16. The post sleeve of claim 13 wherein at least a portion of the
post sleeve is configured to be permanently embedded in a rigid
footing in the ground.
17. A post sleeve comprising: a rigid body having a post receiving
cavity extending longitudinally within the rigid body and having a
drainage aperture in fluid communication with the post receiving
cavity to allow fluid to drain from the post receiving cavity; and
an identifier having unique information pertaining to the post
sleeve.
18. The post sleeve of claim 17 wherein the rigid body includes a
plurality of drain channels in fluid communication with the
drainage aperture.
19. The post sleeve of claim 17 wherein the identifier is in
machine readable form.
20. The post sleeve of claim 17 wherein the identifier is a radio
frequency identification tag that includes a memory having data
stored thereon pertaining to the post sleeve or a post supported
thereby.
21. The post sleeve of claim 17 wherein at least a portion of the
rigid body is configured to be permanently embedded in a rigid
footing in the ground.
22. The post sleeve of claim 17 wherein the rigid body is
integrally formed as a single piece.
Description
BACKGROUND
[0001] 1. Technical Field
[0002] The embodiments of the present disclosure are related in
general to the field of installation of supports for uprights of
fences, traffic signs, real estate signage, etc., and in particular
to post supports that can be permanently installed, and from which
one post can be removed and another emplaced.
[0003] 2. Description of the Related Art
[0004] Posts of various lengths and compositions are used in a wide
range of applications, including supporting fences, traffic control
signs, temporary structures, etc. Where a post is intended to be
substantially permanent, it is often placed in a hole and anchored
in a concrete footing to increase its cross section and hold it
firmly in place. One problem that is commonly encountered in such
situations is that posts, especially wooden posts, are subject to
breakage, warpage, and decomposition. Replacing a post that has
been anchored in concrete is difficult, wasteful, and unfriendly to
the environment for reasons that include excessive use of natural
resources and the generation of landfill material. The concrete
footing must be removed from the ground in order to make room for
the new post. This requires that a much larger hole must be dug
around the concrete footing. In turn, this requires a much larger
volume of concrete or re-compaction of the surrounding soil, to
fill the hole around the new post and create the new footing in
proper contact with undisturbed or adequately compacted soil.
[0005] One of the most common causes of deterioration in wooden
posts is water trapped around the end of the post inside the
concrete. For example, when the post is damp or wet for an extended
period of time, the wood absorbs water and draws it by capillary
action downward into the concrete footing. Water becomes trapped
between the wood and the inside wall of the concrete, so that the
end of the post remains wet even while the upper portion is dry.
This is especially true in cases where the end of the post is
completely encapsulated in concrete, preventing water from escaping
through the bottom of the footing, in which case the majority of
the water escapes only through the wicking action of the end grain
of the post.
[0006] To reduce this problem, installers often pour several inches
of gravel into the bottom of a post hole and place the post
directly on the gravel before they pour concrete around it. This
prevents the concrete from completely sealing up the bottom of the
post by flowing under it, and thus provides a channel for water to
escape into the gravel. However, this is only a partial solution.
Often the drainage gravel is not fully compacted and settles,
causing more need for repair and replacement. Furthermore, with
this common method, it takes substantial time for water, once
having entered the footing, to work its way all the way through the
footing and out the bottom. If the post is subjected to frequent or
extended wet periods, the end of the post inside the footing may
remain constantly wet even though water continues to drain out the
bottom. Additionally, because of the direct contact with the ground
on the end of the post, water can move upward into the footing when
the ground is wet due to the capillary or wicking effect of the end
grain. This constant dampness encourages the growth of organisms
that digest the wood fiber and eventually destroy the post, or in
the case of steel, rusts the post away. Additionally, the bottom of
the footing is substantially open to insects, which can enter
unobstructed from the gravel below to attack and eat the post.
[0007] Furthermore, direct contact between concrete and some
species of wood generates a reaction that promotes deterioration of
the wood. This limits the species of wood that can be used for
fence or sign posts where concrete footings will be used in direct
contact with the post.
[0008] Another approach that is used to protect wood posts and
other lumber in direct contact with the ground or with concrete is
commonly referred to as pressure treating. In this process,
protective chemicals are forced into an outer surface of the post
under high pressure. The chemicals provide the post with protection
from common funguses and other organisms that cause deterioration.
Pressure treatment generally extends the useful life of a post by a
factor of five to ten. However, the chemicals used in pressure
treatment are often toxic to humans and non-target organisms, and
can leach into the water supply. In other cases, the chemicals are
highly corrosive, tending to cause corrosion in fasteners and
structures that are attached thereto. An additional problem with
pressure treatment is that the wood cannot generally be recycled
when it is replaced, and should not be composted, because of the
chemicals still present. This means that it must be deposited in a
landfill which in turn is a result of the need to install a post in
direct contact with the ground and or concrete.
[0009] A third approach to this problem is the use of prefabricated
anchors or sleeves, i.e., pockets that are placed in the ground or
anchored in a concrete footing. These anchors permit a post to be
removed and replaced without requiring that the pocket itself be
replaced. Some examples of such anchors are disclosed in the
following U.S. patents, all of which are incorporated herein by
reference in their entireties: U.S. Pat. No. 5,632,464; U.S. Pat.
No. 6,098,353; and U.S. Pat. No. 7,325,790.
THE SEVERAL VIEWS OF THE DRAWINGS
[0010] FIG. 1 is a perspective view of a post sleeve assembly
according to an embodiment of the invention.
[0011] FIG. 2 shows a partial cutaway view of the post sleeve of
the assembly of FIG. 1, showing a sleeve liner.
[0012] FIG. 3 shows the post sleeve assembly of FIG. 1 positioned
in the ground as a finished footing.
[0013] FIGS. 4 and 5 show respective details of the post sleeve
assembly of FIG. 1 in cutaway view.
[0014] FIG. 6 is a cutaway view of the post sleeve assembly of FIG.
1 and a number of attachments and adapters for use with various
post support configurations.
[0015] FIG. 7 shows a sleeve liner section according to an
embodiment of the invention.
[0016] FIG. 8 shows three post sleeves in respective configurations
according to an embodiment of the invention.
[0017] FIG. 9 shows a chain-link fence according to an
embodiment.
[0018] FIGS. 10 and 11 show post sleeves according to respective
embodiments.
[0019] FIG. 12 shows a transition fitting for a post sleeve,
according to an embodiment.
[0020] FIG. 13 shows a post collar with slots configured receive
replaceable pesticide tablets, according to one embodiment.
[0021] FIG. 14 shows a post sleeve assembly according to an
embodiment.
[0022] FIGS. 15A and 15B show a post assembly for use in
applications where a post is likely to be contacted repeatedly by
vehicles.
[0023] FIG. 16 shows a support plate for use with a round post,
configured to prevent rotation of the post.
[0024] FIG. 17 shows an oversized post support according to an
embodiment.
[0025] FIGS. 18 and 19 show a post sleeve according to an
embodiment.
[0026] FIG. 20 shows an insert configured to engage a commercially
available post sleeve section.
DETAILED DESCRIPTION
[0027] FIG. 1 shows a post sleeve assembly 100 according to a first
embodiment. The post sleeve assembly 100 includes a post sleeve 102
having a body 116 with a somewhat tapered shape and a wide rim 104
extending outward from the body in each direction. Reinforcing ribs
106 extend from the body 116 to the underside or soffit 144 of the
rim 104. A post 110 is shown positioned in the post sleeve 102. An
upper surface of the rim 104 slopes downward, away from the post on
all sides. An identification plate 108 is inset into an upper
surface of the rim 104. A post collar 112 fits closely around the
post and extends partway into an upper aperture 121 (see FIG. 2) of
the post sleeve 102 providing a means to block insects, debris, and
direct rain from infiltrating while maintaining substantial airflow
to the post sleeve assembly and giving lateral support to the post
from the supporting post sleeve 102.
[0028] The rim 104 is shown as having a smooth regular surface.
According to other embodiments, the rim 104 can have any of a
variety of shapes and configurations. For example, it can be
embossed or debossed with text or symbols, textured to resemble
stone or brick, or provided with architectural detail to coordinate
with other nearby elements. The material of the body can be colored
to add architectural detail, to promote functionality, or provide
decorative appeal. The identification plate 108 is provided with a
unique identification number that is applied during fabrication,
and serves to separately identify each post sleeve assembly
100.
[0029] Turning now to FIG. 2, the post sleeve 102 is shown with a
portion of the body 116 cut away to show details of the interior. A
sleeve liner 120 is positioned within the body 116 and is
substantially encapsulated therein. The sleeve liner defines a
cavity 111 extending the length of the post sleeve, and configured
to receive a post. The cavity 111 has an upper aperture 121 that is
configured to receive a post, and a lower aperture 115 configured
to provide drainage. Standoff ribs 122 are provided on inner walls
of the cavity 111 with spaces between the standoff ribs 122
defining drain channels 124. The sleeve liner 120 includes a liner
aperture 126, and the body 116 comprises an outer sleeve aperture
128 in a position that corresponds to the liner aperture 126 so as
to be contiguous therewith and provide an aperture extending from
the cavity 111 to the exterior of the post sleeve.
[0030] According to the embodiment pictured, the post sleeve 102 is
sized to receive a 4.times.4 post, of the kind that is widely used
for fences and signs. When a 4.times.4 post is positioned in the
post sleeve 102 (as shown in FIG. 3), it is supported on four sides
by the standoff ribs 122, such that the post sleeve 102 functions
as an extension of the post. While vertically oriented standoff
ribs are shown and described, other standoff elements can be
employed, such as diagonal ribs, short knobs extending within the
cavity 111, etc., all of which fall within the scope of the
invention.
[0031] The sleeve liner 120 is produced by injection molding or
some other appropriate method of manufacture. The sleeve liner 120
is placed within a mold, and the body 116 of the post sleeve 102 is
cast around the sleeve liner 120. The body 116 extends above the
upper portion of the sleeve liner 120, which shields the plastic
sleeve from long term exposure to UV rays, which can cause many
plastics to deteriorate. The standoff ribs 122 contact and support
the post 110 and prevent contact between the wood post and the
concrete body 116, while the drain channels 124 allow water to
drain away from the post and permit air ventilation to promote
moisture evaporation.
[0032] In one embodiment, the body 116 is cast from a high strength
concrete mix that includes glass fiber reinforcement and is
formulated to have compression strength of 5,000 to 9,000 psi. It
is formed to be highly resistant to most environmental and
incidental wear and tear that such a structure is likely to be
subjected to. Accordingly, it is anticipated that the post sleeve
102 will have a serviceable life span many times that of a typical
wood post footing that is poured on site, and may exceed 50 years,
perhaps reaching 100 years or more.
[0033] According to alternate embodiments, the body 116 and the
sleeve liner 120 can be formed from any suitable material,
including recycled plastic, metal, fiberglass, composite resin
etc.
[0034] The identification plate 108 is shown as a metal (e.g.,
brass) plate that is embedded in the body 116 during the
fabrication process. Alternatively, the identification plate 108
can be mounted to the body after fabrication, or the reference
number can be formed in the material of the body 116, either on the
rim 104 or inside the upper aperture 121, during the casting
process.
[0035] FIG. 3 shows the post sleeve assembly 100 anchored in the
ground 134 with a portion of the rim 104 extending above ground
level. The rim 104 is configured to provide added lateral strength
to the post and to reduce or prevent infiltration of water, debris
and ground cover, as well as insects. Furthermore, it serves to
protect the post from gardening tools such as edgers and string
trimmers. The post sleeve 102 is positioned in a hole 138 in the
ground 134. A layer 130 of compacted sand or drainage gravel is
positioned at the bottom of the hole for drainage, and a poured
concrete footing 132 surrounds and encases the post sleeve 102 in
the hole 138. The concrete footing 132 adds cross sectional area
for lateral support, depth for frost line resistance, and fills the
hole between the post sleeve 102 and the undisturbed ground 134. As
shown in FIG. 3, the post sleeve assembly 100 includes a flexible
drain hose 114 coupled at a first end to the post sleeve 102 at the
lower aperture 115, a second end thereof extending into the
drainage gravel 130 at the bottom of the hole 138. The gravel
functions as a dry well in which drainage from the flexible drain
hose 114 accumulates, and from which water infiltrates to the
surrounding soil. A plastic cover 136, such as is commonly used in
vinyl fencing, is shown positioned over the post 110.
[0036] The post collar 112 includes a plurality of spacing ribs 198
distributed around a bottom surface thereof, which are shaped such
that a portion of each of the spacing ribs 198 rests on an upper
slightly outward sloped surface of the rim 104 of the post sleeve
102, with another portion extending into the upper aperture 121 of
the post sleeve 102 between an inner surface of the post sleeve 102
and the post 110. In this way, the spacing ribs 198 serve to
maintain a gap between the upper surface of the rim 104 and the
lower surface of the post collar 112, providing ventilation while
still allowing lateral support to the post by the post collar 112.
The gaps between the spacing ribs 198 permit air to enter the post
sleeve to assist in evaporation of moisture within the sleeve, but
the post collar 112 is shaped to generally prevent water from
entering the sleeve via the gaps between the spacing ribs 198. The
spacing of the spacing ribs 198 is selected to prevent most insects
from entering the post sleeve, including bees, hornets, and larger
termites. The heating affect of the sun on the exposed concrete rim
104 creates a heat differential within the post sleeve 102 that
generates convection within the cavity 111 to increase the airflow.
Water that does enter the post sleeve 102 readily drains into the
drainage gravel 130 via the flexible drain hose 114. Furthermore,
as noted with reference to FIG. 2, the post 110 is separated from
an inner wall of the post sleeve 102 by the plurality of standoff
ribs 122 that define the internal dimensions of the cavity 111. The
standoff ribs 122 of the embodiment pictured are sized and
positioned to contact and support the outer surface of a common
4.times.4 post. Drain channels 124 extending lengthwise between the
ribs in the post sleeve 102, permit water to flow easily out of the
post sleeve and drain via the lower aperture 115 and the flexible
drain hose 114, thereby preventing water from remaining in contact
with the post 110 for extended periods. Top surfaces 123 of the
standoff ribs 122 are tapered, permitting smooth post insertion
during installation (see also FIG. 4).
[0037] According to an embodiment, the dimensions defined by the
ribs 122 are slightly greater than the dimensions of a standard
4.times.4 post in order to accommodate a swollen or slightly bowed
post. Alternatively or additionally, the material and thickness or
shape of the innermost surfaces of the standoff ribs 122 of the
sleeve liner 120 are selected to permit some resiliency to
accommodate slight variations in size while adequately supporting
the post.
[0038] The post sleeve assembly 100 helps to limit moisture damage
to posts positioned therein in a number of ways. For example, water
that strikes the post 110 runs down until it encounters the post
collar 112, which diverts most of the water away from the post 110
and onto the upper surface of the rim 104 of the post sleeve 102.
The water then flows down the sloped surface of the rim 104 and
away from the post entirely. The limited amount of water that does
enter the post sleeve 102 is generally channeled away from the post
110 by the drain channels 124 of the post sleeve liner 120 and runs
to the bottom of the post sleeve 102, whence it exits via the
flexible drain hose 114. Additionally, air circulation enabled by
the gap under the post collar 112, and enhanced by convection and
the normal flow of air around the post, further reduce the amount
of moisture in the post sleeve 102.
[0039] The soffit 144 extends from an outer surface of the rim 104
to the lower portion of the body 116 of the post sleeve 102 at a
substantial downward angle. When the post sleeve 102 is
encapsulated in the concrete footing 132, as shown in FIG. 3, the
angle of the soffit 144 allows the concrete to flow smoothly around
the post sleeve 102 and fill in the spaces, which reduces the
likelihood that air pockets will be trapped between the freshly
mixed concrete footing 132 and the outer surface of the post sleeve
102. Typical poured-in-place concrete used for anchoring posts,
such as that shown in the embodiment of FIG. 3, is more porous than
concrete handled in a controlled manufacturing environment, such as
the material used to form the post sleeve 102. Accordingly, water
can percolate through the more porous concrete footing 132 and
become trapped in air pockets alongside the body 116 of the post
sleeve 102. If this occurs, there is a danger of cracking of the
post sleeve 102 or the concrete footing 132 in the event the water
freezes. The slanted surface of the soffit 144 reduces this danger.
Additionally, the outer surface of the body 116 may be pre-treated
with a concrete bonding agent to accelerate and perpetuate the bond
of the lower strength concrete footing 132 to the body 116.
[0040] A poured-in-place concrete footing will typically have a psi
rating in the range of 2,500 to 3,500 lbs. In contrast, concrete
that is handled in a controlled manufacturing environment, with
proper temperature control, vibration, mixing, and admixtures, such
as the high strength material used to form the post sleeve 102, can
easily reach a 5,000 to 9,000 psi rating, resulting in a hardened
casing of extreme durability and life expectancy. The life
expectancy of the relatively weaker poured-in-place concrete
footing 132 is significantly increased by the post sleeve 102
because the substantially larger cross-sectional area of the post
sleeve distributes and decreases the point load exerted under
lateral loads by the narrower effective section of the post 110
itself.
[0041] Turning now to FIG. 4, a detail of an upper portion of the
post sleeve 102 and rim 104 is shown in cutaway view. FIG. 4 shows
a fastener 142 extending from the interior of the post sleeve 102
to the exterior via the liner aperture 126 and the outer sleeve
aperture 128. A threaded insert 140 is engaged by threads on the
fastener 142. The fastener 142 extends into the interior of the
post sleeve 102 and includes a pressure pad 143 on the end
positioned within the post sleeve 102. When a post is positioned
within the post sleeve 102, the fastener 142 is then driven in by
rotation to engage a surface of the post collar 112, which
transmits the pressure to the post, locking the post in the post
sleeve 102. When removal of the post is necessary, one merely
releases the fastener 142 and slides the post out of the post
sleeve 102. In one embodiment, the threaded insert 140 is emplaced
in the high strength concrete during the casting process, and is
very securely attached. The material of the fastener is preferably
a corrosion resistant material such as stainless steel and may be
replaced as necessary when the post is removed.
[0042] According to an alternate embodiment, one or more apertures
are provided from the exterior of the post sleeve 102, similar to
the combined apertures 126, 128, and common fasteners, such as, for
example, long deck screws, are driven into the post via the
apertures, thereby securely anchoring the post to the post
sleeve.
[0043] FIG. 5 is a cutaway view of a lower portion of the post
sleeve 102, showing a universal socket section 151 comprising a
plurality of sockets, including sockets configured for a number of
the most common post shapes and dimensions. The sockets preferably
have a slight taper in the sidewalls to allow for small variations
in the dimensions of the post, including variations caused by
surface treatments, swelling due to moisture, and slight
manufacturing defects or tolerances in the actual dimensions of the
posts. The reference characters in FIG. 5 that refer to the sockets
indicate a respective step or ledge, but the socket indicated also
includes sidewalls or other vertical elements to provide lateral
support for a post.
[0044] Uppermost is the 4.times.4 socket 150, configured to receive
a standard 31/2.times.31/2 inch fence post (nominally 4.times.4).
The four sides of the 4.times.4 post are supported laterally by the
standoff ribs 122 to hold the post snugly in place. The bottom end
of the post rests on the ledge, or step, indicated by the reference
number 150. A 31/2 inch round post will also be accommodated in the
4.times.4 socket 150. Next is the 3 inch socket 152, configured to
receive a standard 3 inch square post. The base of the post rests
on the step indicated at reference number 152, and the four sides
are supported by the side walls that extend upward from that step
toward the 4.times.4 socket 150. The 21/2 inch socket 154 is
configured to receive a 21/2 inch square post or a nominal 3 inch
round post. The base of the post rests on the step indicated at
reference number 154, and the four sides are supported by the side
walls that extend upward from the step toward the 3 inch socket
152. Similarly, the (nominal) 21/2 inch round socket 156, (nominal)
2 inch round socket 158, and 15/8 inch round socket 160 are
positioned one beneath the next as shown in FIG. 5, configured to
receive round posts of tubing or pipe commonly used for fence and
sign posts, railing balusters, etc. Additionally, the 21/2 inch
round socket 156 will also accommodate a 2 inch square post by
providing bearing surfaces at the corners.
[0045] The socket sizes shown are merely exemplary, and do not
limit the scope of the invention. For example, according to an
embodiment, the post sleeve is provided with common metric-sized
sockets for use where metric-sized posts are standard. Furthermore,
the post sleeve is not limited to square and round sockets, or even
to the most common sizes. It may be beneficial in some applications
to provide rectangular or polygonal sockets for particular
applications.
[0046] In the embodiment of FIG. 5, most of the standoff ribs 122
terminate above the bearing surface of the 4.times.4 socket 150,
providing a drainage passage 162 for water to run to a corner of
the sleeve liner 120, even when a 4.times.4 post is positioned in
the 4 inch socket. Drain gutters 161 extend down the corners
through each of the bearing surfaces and terminate above the lower
aperture 115 to allow water to drain past the respective sockets
and out the drain hose 114.
[0047] The flexible drain hose 114 shown in FIG. 5 comprises a
plurality of annular ridges that create a flexible yet crush
resistant pipe. Mating ridges 148 formed in the aperture 115 are
sized to engage the ridges of the flexible drain hose 114, which is
snapped into the aperture 115 to attach the flexible drain hose 114
to the sleeve liner 120. According to another embodiment, the lower
aperture 115 is provided with a standard hose thread coupling. In
other embodiments the lower aperture 115 may be a slip fit, press
fit, snap fit, or any other loosely coupled means of providing a
drainage port during the concrete pouring process for the concrete
footing 132. It should be noted that a watertight seal between the
flexible drain hose 114 and the lower aperture 115 is not
necessary. The coupling need merely be sufficiently tight to
prevent concrete from flowing into the lower aperture 115 during
installation. Thus the tube can be any convenient tube, including a
section of recycled garden hose, etc. The portion of the hose that
will be buried in gravel can be provided with perforations to
permit water to drain from the hose at various points to improve
percolation. Alternatively, a length of soaker hose, such as is
commonly used by gardeners to irrigate gardens, may be used in
place of the flexible drain hose 114. It should be further
recognized that the cross sectional area of the lower aperture 115
and accompanying flexible drain hose 114 can be as small or large
as is deemed necessary for different conditions.
[0048] According to an embodiment, the lower aperture 115 sits
directly on the gravel 130. Alternatively, a straight, rigid
fitting is provided that extends directly down into the drainage
gravel 130 below, which is advantageous where the footing is
significantly longer than the post sleeve 102 to extend below a
frost line. According to another embodiment, an elbow fitting 168,
shown in FIG. 6, is provided to direct the flexible drain hose 114
into view from above during installation to simplify burying the
flexible drain hose 114 in the drainage gravel 130. In some
climates where freezing is a concern, post holes may need to be dug
much deeper so that the concrete footing extends below the frost
line to prevent uplift. As the installer can't physically reach to
the bottom of the hole to insert the flexible drain hose 114 into
the drainage gravel 130, the elbow fitting 168 can allow the
installer to direct the hose into an opening provided in the
sidewall of the hole 138 to assure a passage for water into the
soil adjacent to the footing. It should be noted that the elbow 168
can be coupled by any appropriate method, including threaded
coupling, glue, snap fitting, interference fitting, etc., and that
the elbow fitting 168 and the flexible drain hose 114 can be one
piece and of varying dimensions and flexibility.
[0049] A notch 149 is provided in the sleeve liner 120 above the
lower aperture 115 to receive a replaceable corrosion resistant
mesh screen 146 to prevent debris from accumulating in the flexible
drain hose 114 over the life of the post sleeve 102. While the
spacing ribs 198 of the post collar 112 will prevent most debris
from entering, some will inevitably enter. Additionally, as the
post ages and eventually deteriorates, wood fragments may also drop
to the bottom of the sleeve. The mesh screen 146 prevents most
debris from entering the flexible drain hose 114 and blocking the
drainage of the post sleeve 102. While it is true that such debris
may also block the lower aperture 115 from above the mesh screen
146, it is anticipated that prior to installing a new post, the
installer will vacuum out the bottom of the post sleeve 102 as
necessary, to remove any such blockage. This is a much simpler
operation than cleaning the area below the lower aperture, which
would otherwise be necessary. In the embodiment of FIG. 5, an
additional notch is provided above the mesh screen 146 as an
extension of the surface of the 15/8 inch round socket 160. This
additional notch acts as a receiver for a high pressure water
nozzle with vacuum assembly to engage and blow out the area below
the lower aperture 115, if necessary.
[0050] Referring now to FIG. 6, a post sleeve 102 is shown,
together with a variety of elements for adapting the post sleeve to
accommodate various sizes and shapes of posts, and for various
applications. Stop plates 170, 172, 174, 180, 182, and 184, and
support plates 186 and 189 are shown, and will be described in
detail below. Additionally, post collar 112, described above with
reference to FIG. 2, post collars 202 and 204, sleeve cap 206, and
rim cap 190 are shown, all of which will also be described in
detail below.
[0051] Provided the post is adequately supported laterally, it is
not required that the post extend the full depth of the sleeve.
Accordingly, stops are provided at various depths within the post
sleeve 102 to permit the post to be supported at less than the full
depth of the sleeve. Stops are most clearly shown in the embodiment
of FIG. 7. In FIG. 6, the 4.times.4 socket 150 is 19 inches below
the upper surface of the rim 104 of the post sleeve 102. 19 inch
stop plate 170 is provided to rest on the ledge of the 4.times.4
socket 150, and is supported laterally by standoff ribs 122. 19
inch stop plate 170 is provided as support for a 4.times.4 wood
post in heavy post applications such as, for example, extra tall
fences or signs. The 19 inch stop plate 170 is substantially
square, with notched corners, and holes 171 that serve to permit
water to drain past. A raised surface portion in the center of the
stop plate acting as a standoff 173, strengthens the plate and
holds the bottom face of the post slightly away from the plate,
allowing ventilation to the bottom-most surface of the wood post.
As this is the end grain, or "wicking" surface, this is the most
important portion to keep dry in order to prevent rot. The 19 inch
stop plate 170 can be pre-installed to the bottom of the post prior
to insertion by means of a screw through one or two of the drain
holes 171, or it can be dropped into place from the top opening
just prior to setting the post.
[0052] The first stops above the 4.times.4 socket 150 are the 13
inch stops 164, which are 13 inches below the upper surface of the
rim 104. 13 inch stop plate 172 is provided, including a plurality
of tabs 176 extending from the edges of the plate. When the 13 inch
stop plate 172 is positioned in the post sleeve 102, the tabs
extend into the drain channels 124, and engage the 13 inch stops as
shown in FIG. 6. With the exception of the tabs 176, the 13 inch
stop plate 172 is substantially identical to the 19 inch stop plate
170. Thus, the 13 inch stop plate 172 serves to support the bottom
end of a 4.times.4 post 13 inches below the upper surface of the
rim 104. In addition to the 13 inch stop plate 172, other plates,
which will be discussed in detail later, are provided that are
configured to engage the 13 inch stops.
[0053] 9 inch stops 166 are provided 9 inches below the upper
surface of the rim 104. 9 inch stop plate is provided with tabs 176
arranged to engage the 9 inch stops 166, as shown in FIG. 6. As
with the 13 inch stop plate 172, the 9 inch stop plate 174 is also
substantially identical to the 19 inch stop plate 170, excepting
the tabs 176, and serves to support the bottom end of a 4.times.4
post 9 inches below the upper surface of the rim 104.
[0054] Referring to FIG. 8, three post sleeve assemblies 100 are
shown in respective configurations: post sleeve assembly 100a
includes an eight-foot post 110a supported by a 19 inch stop plate
170 at 19 inches below the top of the rim 104 of the assembly at
the socket 150; post sleeve assembly 100b includes a seven-foot
post 110b supported by a 13 inch stop plate 172 at 13 inches below
the top of the rim 104 of the assembly; and post sleeve assembly
100c includes a seven-foot post 110c supported by a 9 inch stop
plate 174 at 9 inches below the top of the rim 104 of the
assembly.
[0055] Assuming that a fence of six feet in height is desired,
eight-foot posts would normally be used, and set at a depth of
about 18 to 24 inches, depending on how much of the post is to
extend above the fence. Accordingly, the eight-foot post 110a,
which is supported 19 inches below the rim 104 of the post sleeve
assembly 100a, extends about 79 inches above ground level G, which
is sufficient to accommodate most fence heights by trimming any
excess from the post. However, by positioning a post as shown with
reference to post sleeve assembly 100b, using a 13 inch stop plate
172 at the 13 inch stop, the post 110b extends six inches further
above ground level G. Bearing in mind that the post sleeve 102 is
to be installed with the upper surface of the rim 104 at about two
inches above ground level for proper drainage, the top of the
seven-foot post 110b is about 73 inches above ground level G, which
will support a six-foot fence with one inch of clearance below.
Accordingly, where an eight-foot post is normally required for a
six-foot fence, a seven-foot post will serve if installed with a
post sleeve and a 13 inch stop plate 172. Furthermore, by using the
9 inch stop plate 174 at the 9 inch stops 166, as shown with
reference to post sleeve assembly 100c, the seven-foot post 110c
extends an additional four inches above the post 110b. Thus, a
six-foot fence can be built using post sleeves configured as shown
with reference to post sleeve assembly 100b to support most of the
posts, and the corner posts can be supported by post sleeves
configured as shown with reference to post sleeve assembly 100c to
provide additional height for the post cap to be properly placed,
all without cutting any of the posts.
[0056] Furthermore, any portion of the interior of a post sleeve
that lies below the bottom of the post serves as a reservoir to
hold water until it can percolate into the gravel or soil below the
post sleeve assembly. Thus, another desirable benefit of using
plates like stop plates 172 or 174 and the stops 164,166 is that
they create a larger drainage reservoir within the post sleeve 102
below the post and reduce the likelihood that standing water will
contact the wicking end of the post. This is especially beneficial
in climates with seasonal periods of high rain fall.
[0057] According to another embodiment, the drain channels 124 are
tapered or stepped so that they are widest at the top of the post
sleeve 102, and become narrower toward the bottom. Tabs on stop
plates and other fittings have widths selected to engage the drain
channels 124 at different heights. Thus, the position of a post
within the sleeve is infinitely variable, according to the selected
widths of the tabs of the stop plate employed.
[0058] Returning to FIG. 6, 13 inch stop plate 180, and 9 inch stop
plates 182 and 184 are shown, provided with tabs 176 arranged to
engage the 13 inch and 9 inch stops, respectively. 13 inch stop
plate 180 is provided with tabs 176 arranged to engage the 13 inch
stops 164, and with a 15/8 inch socket 178 configured to receive a
15/8 inch steel fence post. 9 inch stop plates 182 and 184 are each
provided with tabs 176 arranged to engage the 9 inch stops. 9 inch
stop plate 182 is provided with a 17/8 inch round socket 178
configured to receive a 17/8 inch steel fence post, while 9 inch
stop plate 184 is provided with a 21/2 inch square socket 185
configured to receive a 21/2 inch square aluminum fence post.
Additionally, 9 inch support plate 186 is shown, having tabs 176
arranged to engage the 9 inch stops. 9 inch support plate 186
includes an aperture 187 having a 15/8 inch diameter. When a 15/8
inch round post is positioned in the post sleeve 102, either in the
15/8 inch socket 160 or in a stop plate such as the 13 inch stop
plate 180, the post traverses the aperture 187 of the 9 inch
support plate 186, which provides lateral support to the post.
Finally, the upper support plate 189 is shown, provided with an
aperture sized, in the pictured embodiment, to receive a 15/8 inch
round post, and configured to rest on the upper ends of the
standoff ribs 122. The upper support plate 189 can be used with any
length post to provide rigid lateral support near the top of the
post sleeve 102.
[0059] Plates 170, 172, 174, 180, 182, 184, 186, and 189 are
provided as examples only, to show a variety of plates configured
to support fence posts of different sizes and shapes at various
levels within the post sleeve 102, and to properly orient and
support the posts in the x, y, and z axes. It will be recognized
that many different configurations of stop plates and support
plates can be employed for use at the 19, 13, or 9 inch levels, or
any other desired levels, depending on the particular
application.
[0060] The various plates described above can be inexpensively
manufactured in large quantities through a wide variety of
processes, including, for example, stamping or blanking.
Alternatively, where a small number of non-standard plates is
required, and the limited quantity of a given configuration does
not justify the expense of preparing stamping dies, the plates can
be made from an efficiently machinable material such as UHMW
polyethylene. For example, plates with the appropriate apertures,
tabs, sockets, etc., for many applications can be machined from
sheets of 3/4 inch UHMW polyethylene. One such plate is described
later with reference to FIG. 12.
[0061] As shown in FIG. 9, the spacing of the 13 inch and 9 inch
stops 164, 166 is particularly advantageous with regard to chain
link fencing. Typically, chain link fences are constructed using a
combination of 15/8 inch "line" posts, which are positioned along
the run of the fence and have a horizontal tube member running
along the tops for support, and 17/8 inch "terminal" posts, which
extend four inches above the line posts and typically have a
rounded cap on top as a finish detail. The horizontal tube members
that run along the top of the fence above the line posts tie into
the sides of the terminal posts. Thus, it is necessary to provide
an elevation difference of four inches between the smaller line
posts and the larger terminal posts. The 13 and 9 inch stops
164,166 in the post sleeve 102 are spaced from the top of the post
sleeve 102 in a manner that allows an industry standard 7 foot
steel tube line post or terminal post to be placed in the post
sleeve 102 obtaining the maximum amount of penetration while still
allowing a workable height to construct a 6 foot chain link fence
with no cutting of the tubes and no wasted material, and while
still allowing the bottom of the 6 foot fence to clear the top rim
104 of the post sleeve 102.
[0062] FIG. 9 shows a first post sleeve assembly 100d with a stop
plate 182 and a 17/8 inch socket 178a at the 9-inch stops 166,
supporting a 17/8 inch terminal post 203 with a cap 211. A second
post sleeve assembly 100e has a stop plate 180 and a 15/8 inch
socket 182b at the 13-inch stops 164, and supports a 15/8 inch line
post 205. A horizontal tube 207 extends from the terminal post 203
over the line post 205 and supports a section of chain link fencing
209. Because of the spacing between the stops 64 and 66 of the post
sleeves 102, the tops of the line post 205 and terminal post 203
are properly spaced for the standard fence configuration, without
the need to cut either post.
[0063] Returning again to FIG. 6, various embodiments of post
collars are shown, as examples for use with different cross
sections and sizes of posts. For example, post collar 112 is
configured to accommodate a 4.times.4 square post, post collar 202
is configured to accommodate a 17/8 inch round post, and post
collar 204 is configured to accommodate a 21/2 inch square tube. Of
course, the post collars shown are merely exemplary; post collars
can be provided to accommodate any post that the post sleeve 102
can receive. The material of the post collar is selectable
according to the particular application. Furthermore, a flexible
gasket can be positioned between the post and a post collar to
provide additional protection from water that would otherwise run
between the collar and the post.
[0064] Where a post is fully supported laterally within the sleeve
by the standoff ribs 122 or by a support plate, the post collar may
serve merely to provide a finished appearance and shed water. The
post collar may also be configured to provide a degree of
resilience or weakness, depending on the desired functionality.
[0065] For example, according to an embodiment, a plastic post
collar is provided for use with parking lot signs, such as
"Handicap Only" parking signs, installed with a 21/2 inch square
tube. The collar is configured to repeatedly fail on impact by
popping out of its aperture, only to be snapped in again with no
damage, to save the post from--likely frequent--minor bumper
impacts. In this way, with minor bumper impact, the plastic collar
will pop out or break before the post itself bends or breaks,
permitting the post to pivot on a 9 inch stop plate, for example,
thereby saving the post and potentially the post collar.
[0066] Post collars are generally provided with spacing ribs 198
that hold the collars up off the angled top surface of the rim 104
and penetrate into the upper aperture 121 of the post sleeve 102,
providing insect and debris resistant ventilation channels while
also transmitting lateral load from the post to the internal face
of the post sleeve 102. The spacing, thickness, and length of the
spacing ribs 198 can be chosen to provide more or less lateral
resistance to accommodate, for example, a breakaway model intended
to protect a post.
[0067] Pressure tabs 199 are positioned so as to be engaged by the
fastener 142 and transmit pressure from the fastener to the post to
lock the post in position. Where the post collar is configured to
support a post that is smaller than the 4.times.4 post size, an
inner pressure tab 195 is provided, with extension ribs 197 or
similar structures extending onto the inner pressure tab 195 to
provide the necessary transition to be engaged by the fastener and
to transmit the pressure to the post.
[0068] According to an alternate embodiment, the fastener is
configured to engage the post directly. Where a smaller post is to
be installed and direct contact with the post is desired, the
standard fastener is removed, and a longer fastener is positioned
in its place. The post is then installed in the post sleeve and the
longer fastener is driven in to engage the post.
[0069] Sleeve cap 206 is configured to be positioned in the upper
aperture 121 of the post sleeve 102 to close the upper aperture 121
during periods of non-use or between the time the post sleeve 102
is installed in the ground and a post is inserted. The sleeve cap
206 serves to prevent the introduction of rocks and debris into the
post sleeve 102, and also to prevent injury to pedestrians or
animals when not in use. Like the post collars, the sleeve cap can
be constructed of any suitable material including, for example,
steel, aluminum, and plastic.
[0070] In the embodiment of FIG. 6, rim cover 190 is constructed of
UV resistant injection molded plastic, and can be any suitable
color. The rim cover is configured to snap into place on the post
collar 112 and rest over the rim 104 to provide a substrate for
identification or information that is temporary, as compared to the
expected life expectancy of the post sleeve 102, or that is added
after the post sleeve 102 is manufactured. For example, in FIG. 6,
a sign plate 194 with a handicap symbol is shown coupled to the rim
cover 190 by fasteners 196, which can be rivets, screws, nuts and
bolts, etc. Additionally, or alternatively, the surface of the rim
cover can be directly marked using vinyl or screen printed images,
or by engraving or embossing, for example.
[0071] It can be seen that the rim cover 190 provides a number of
surfaces that can be used, for example, by the installation
contractor to place a logo or contact information, or to identify
the function of the post, as in the example pictured, or to provide
a backup sign or an indication of the necessary replacement in the
instance where the post becomes snapped off. Other examples of uses
for the rim cover 190 are reflective address markings at the bases
of posts supporting mail boxes for fire and rescue, reflective
"Stop" with red plastic body color for "Stop Signs" and added
visibility, "No Trespassing" warnings for property lines etc.
Spacing ribs 191 provide clearance between the rim 104 and the rim
cover 190 for the fasteners 196. The spacing ribs 198 extend to the
aperture and line up with the spacing ribs 198 in the post collars
to provide continuous air ventilation as described above.
[0072] The rim cover 190 comprises an aperture 192 in a position
that corresponds to the position of the identification plate 108,
such that when the rim cover 190 is coupled to the rim 104 of the
post sleeve 102, the identification plate 108 is visible through
the aperture 192. In those embodiments where the identification
plate 108 is not employed, or where it is not required to be
visible, an additional plate or cover can be snapped into the
aperture 192.
[0073] The stops, stop plates, support plates, post collars, sleeve
caps, and other elements described above with reference to FIG. 6
are shown and described merely as examples. It is within the
abilities of one of ordinary skill in the art to provide such items
with any dimensions or configuration or in any suitable material,
as necessary for a given application.
[0074] The inventor has recognized that a particular problem in the
fencing industry is that fences are often built from scratch on
site, meaning adjoining segments of a fence may not be identical,
and that, even where prefabricated fence panels are employed, many
will be modified or customized to fit specific spans and angles
between posts. When a portion of a fence is damaged or knocked
down, it is generally necessary for a fence contractor to bring to
the site all the materials necessary to re-fabricate the damaged
portions of the fence, and often to reproduce a complex pattern
using materials and equipment on hand, or, alternatively, to come
to the site a first time to take measurements and patterns, then
fabricate replacement panels and return to the site to install
them.
[0075] According to one embodiment, the identification plate 108,
described above with reference to FIGS. 1 and 2, is part of a
system that addresses many of these problems. The identification
plate 108 of each post sleeve is provided with a unique
identification number that is affixed either during fabrication of
the post sleeve or during installation. During installation of a
new fence, the contractor records the unique identification numbers
of each post sleeve, together with all the pertinent information
about the fence, including the pattern, color, material,
dimensions, etc. The location of each post sleeve is recorded, as
well as the positioning of each sleeve relative to other sleeves,
in the x, y, and z axes. The information is deposited in a central
database maintained by the post sleeve manufacturer or an
independent repository.
[0076] In the event a repair is required, the property owner makes
note of the identification numbers of the post sleeves that are
involved and contacts a contractor--either the original contractor,
whose contact information may be provided on the rim or rim cap of
at least one of the post sleeves, as described above, or another
qualified contractor--and provides the identification numbers and a
description of the damage. The contractor then accesses the
database, via a secure website, for example, and obtains the
details and dimensions of the fence design, and, more importantly,
the specific details of the fence panels associated with the
identification numbers provided by the property owner. The
contractor can then fabricate the replacement fence sections in a
shop to replace the damaged sections, to the precise dimensions and
pattern of the original, then transport the completed sections and
install them at the site. The property owner may, alternatively,
choose to order the replacement sections and install them herself,
without the assistance of a contractor. Even though the fence
dimensions will vary from one span to the next, the identifying
numbers on the post sleeves will provide the exact location with
the exact dimensions. This saves considerable time and expense, as
well as reducing waste, because material optimization is much
easier in a controlled shop environment than in the field. Because
the information is maintained at a central database, it can be
accessed by the contractor or property owner, even if the original
contractor is no longer in business.
[0077] Similar systems are provided, according to other
embodiments, to track the location and details of commercial signs,
traffic signs, guard rails, etc. If, for example, a traffic sign is
damaged or deteriorated, an inspector need only take note of the
identifying number on the identification plate of the post sleeve
in which the supporting post is mounted, and relay the number to
the appropriate authority. The database will provide such details
as the text and size of the sign, the height of the post, the
materials of the sign and post, and even the replacement history of
that particular sign. The replacement sign can be assembled
according to the specifications, and installed.
[0078] According to an embodiment, the identification plate 108
includes a bar code number, which simplifies the capture of the
identification number, and prevents transcription errors. The
operator, when recording the pertinent information, scans the bar
code with a portable scanner, and then enters the associated
data.
[0079] According to another embodiment, a radio-frequency
identification (RFID) tag is provided, either as part of the
identification plate 108, embedded in the body 116 of the post
sleeve 102, or otherwise attached thereto. When an interrogation
signal is transmitted from a nearby RFID reader, an antenna of the
RFID tag collects power from the signal and activates a transmitter
circuit that transmits the unique identification number of the
respective post sleeve, which is received by the reader. As is well
known in the RFID art, RFID tags can be extremely simple, providing
only basic identification information, or can be more complex,
comprising a non-volatile memory to store a significant amount of
data, either in a read-only format or in a read-write format.
Accordingly, in some embodiments, additional information that may
be relevant to a particular application can be saved in the RFID
tag of a post sleeve for later retrieval.
[0080] The term identification number is used broadly to refer to
an identifying element that is unique to a single post sleeve and
that distinguishes one post sleeve from other post sleeves. The
identification number can be a string of letters, numbers, symbols,
or a combination of elements. It can, for example, comprise a
serial number applied to a post sleeve during fabrication, or a
string of characters that includes additional information relative
to the make or model of the post sleeve, or its date or place of
manufacture.
[0081] Referring now to FIG. 7, a single liner section 118 is
shown, according to an embodiment in which the sleeve liner 120
comprises two substantially identical injection molded liner
sections. The liner section 118 includes a tongue element 165
extending down the left edge, as viewed in the drawing, while a
groove 167 extends down the right edge. When two such sections are
positioned face-to-face, the tongue element 165 of one section
engages the groove 167 of the other section, and vice-versa,
permitting the two sections to be pressed or snapped together to
form the sleeve liner 120. In the illustrated embodiment, the two
sections snap together, although any appropriate fastening means
can be used to couple the sections 118, including solvent or
electronic welds, clips, tape, etc. It is only necessary that the
two sections hold together while the concrete body 116 is cast
around them to form a single integral unit.
[0082] As described above with reference to FIG. 6, the liner
sections 118 include 13 inch stops 164 and 9 inch stops 166
configured to be engaged by the tabs of the respective stop plates
to support a post at those depths below the rim of the post sleeve.
In the embodiment pictured, two sets of stops are shown, but the
invention is not limited to two sets of stops, or to the specific
dimensions described. Liner sections can be provided with more or
fewer sets, and according to some embodiments, there are none.
[0083] Detents 169 are provided to assist in installation of the
post sleeve 102. According to an embodiment, the detents 169 are
engaged by an installation mechanism configured to support the post
sleeve from an overhead structure, so as to permit the sleeve to
hang plumb at the desired height in the hole 138 while an installer
pours the concrete footing. In this way, the post sleeve can, if
required, be provided with a concrete footing that extends some
distance below the sleeve without requiring support from below
while the concrete footing cures, and can be properly oriented and
plumbed.
[0084] While the sleeve liner 120 has been described in combination
with a prefabricated concrete sleeve body, the sleeve liner 120 can
be cast in place in a concrete footing, in the field, without the
prefabricated body. For example, where the extreme longevity and
other advantages afforded by the high-strength prefabricated body
are not considerations, it may be advantageous to omit the body,
and instead to position the sleeve liner 120 and pour the footing
around it. In another example, where a large surface is to be
paved, with a number of sleeves provided to support posts, e.g., to
support a guardrail along a concrete walkway, the sleeve liners can
be set directly in the concrete during the pour of the walkway to
provide a clean and unified appearance.
[0085] FIG. 10 shows an embodiment in which a post sleeve 220 is
cast directly from concrete or other suitable material, without a
separate liner. The post sleeve 220 includes ribs 222 and drain
channels 224 that are substantially analogous in function to the
standoff ribs 122 and drain channels 124 described with reference
to FIGS. 2-7. A universal socket section 228 is provided, having
individual sockets configured to receive posts of a variety of
dimensions, much as described with reference to FIG. 5, and stops
230 are shown at various depths below the rim 226, as described
with reference to FIGS. 6 and 7. A coupling configured to engage a
drain hose can be press fitted or cast into the lower aperture 232
of the sleeve liner 220 during the casting process. Alternatively,
the aperture can be left smooth, as shown in FIG. 10, and the drain
hose affixed with a common construction adhesive, or the aperture
232 can be sized to receive the hose in an interference fit.
[0086] Also shown in FIG. 10, horizontal holes 234 are provided
extending through the lower-most part of the post sleeve 220. In
climates where annual freezing and thawing cycles might tend to
lift the post sleeve 220 out of the ground, short pieces of rebar
are positioned in the holes 234 to establish a more secure
engagement between the post sleeve 220 and the concrete footing, to
prevent uplift. In other cases, concrete that flows into the holes
234 during installation of the post sleeve 220 may be adequate to
prevent uplift.
[0087] In many cases, it is not desirable to permit a wood post to
directly contact the concrete of the post sleeve. Accordingly,
where the post sleeve is cast without a separate sleeve liner, such
as the embodiment of FIG. 10, an interior coating can be sprayed
in, to isolate the post from the concrete. If necessary, at
intervals over the life of the post sleeve, the coating can be
re-sprayed at the same time that the post is replaced.
[0088] FIG. 11 shows a post sleeve 240 that, like the embodiment of
FIG. 10, is cast directly from concrete or other suitable material,
without a separate liner. The post sleeve 240 includes ribs 242 and
drain channels 244, a lower aperture 252, a rim 248, and a lower
body portion 250. The post sleeve 242 is configured to receive a
single size of post, and does not include a universal socket
section, nor stops. In certain high volume applications where a
large number of post sleeves are required for a single size of
post, it may be economically or structurally advantageous to
manufacture a custom post sleeve configuration for that size. This
may be true where, for example, because of the dimensions of the
posts, stop plates and support plates would be required for each
post sleeve, or where the anticipated lateral loads on the posts
will possibly render standard stop and support plates
inadequate.
[0089] Also shown in the embodiment of FIG. 11, it can be seen that
the soffit 246 is substantially perpendicular to the vertical sides
of the body 250, and that the sides of the lower body 250 do not
include reinforcing ribs analogous to the ribs 106 of FIG. 1. This
configuration is useful in applications where the soffit is
intended to engage a supporting surface. For example, where a post
is to be installed into a previously paved surface, an opening is
cut in the pavement, with a size that is smaller than the outer
dimensions of the rim 248 but large enough to receive the lower
body 250. According to one embodiment, the lower body of the post
sleeve is cylindrical, such that a circular hole only slightly
larger than the lower body can be bored in the pavement and the
underlying material so that the post sleeve can be dropped into the
hole and will be adequately supported without a concrete footing.
It may be advantageous to apply an adhesive between the soffit and
the pavement to prevent prying up of the post sleeve, and to
prevent water from entering the hole from the surface of the
pavement.
[0090] FIGS. 12-20 show details of post sleeve assemblies according
to various embodiments. According to the embodiment of FIG. 12, a
flange transition fitting 302 is provided, that is sized to fit an
odd sized post, such as, for example, a 11/2 inch square tube, or a
metric tube, or an odd shaped post such as the hexagonal post shown
in FIG. 12. In this way, a non-standard post can be installed in
the closest appropriate socket of the universal socket section 151
of a post sleeve. The embodiment pictured in FIG. 12 is configured
to fit in the 4.times.4 socket 150 of the post sleeve 102, and
comprises a body 304 of UHMW polyethylene with a hexagonal socket
306 machined therein. A steel plate 308 is coupled to the body 304
by fasteners 310 to provide vertical support to a post, while the
body and socket provide lateral support. Other fittings and plates,
such as post collars, support plates, etc., or transition pieces
configured to snap into standard fittings, can be produced in small
volumes by standard machining methods, as previously described.
[0091] FIG. 13 shows a post collar 310 with slots 312 configured
receive replaceable pesticide tablets 314 to discourage harmful
insects from entering the post sleeve. Because the tablets are
positioned to place vapor or runoff precisely where it is required,
within the enclosed space around the post and inside the drainage
channels 124 and reservoir of the post sleeve 102, the tablet 314
can be configured to release very minute amounts of chemical over a
prolonged period of time.
[0092] FIG. 14 shows a sleeve assembly 320 that includes a
reservoir 322 positioned beneath a post sleeve 102. The reservoir
322 includes a threaded neck 324 configured to engage threads in
the aperture 115 of the post sleeve 102 or at the lower end of a
drain hose, and has a large opening 326 configured to provide open
contact with the surrounding concrete. A temporary barrier 328,
such as a cardboard panel, is provided in an opening of the
reservoir to prevent entry of concrete during the pour of the
footing. The barrier 328 disintegrates the first time it is
contacted by water, and thereafter does not impede contact of water
with the concrete. The concrete of the footing surrounding the
reservoir 322 is provided with a selected porosity, such as by
controlled entrainment of air, to function as a slow-flow barrier,
to permit very slow passage of water from the reservoir 322 to the
surrounding soil. In some environments, there may be periods during
which the water table rises near the surface, either seasonally, or
in response to heavy rains. Sleeve assemblies that are configured
to allow water to flow quickly out, may also allow water to flow
quickly in when the water table rises above the lower aperture,
which can subject the post to continuous contact with the water
until the table drops again. The slow-flow barrier of concrete is
configured to limit the passage of water so that days or weeks may
be required for water to fill the reservoir 320, with the volume of
the reservoir selected to accommodate water entering from the post
sleeve 102 as well.
[0093] According to a related embodiment, a reservoir is provided
that is covered with gravel or sand before the footing is pouring,
and a slow-flow membrane is provided to regulate the flow of water
into the reservoir from outside the post sleeve 102. The slow-flow
membrane 326 can be formed by providing a plurality of openings of
a selected size in the reservoir, or can be a material with a
selected porosity positioned over an open bottom of the
reservoir.
[0094] FIGS. 15A and 15B show a spring-loaded post assembly 350 for
use in applications where a post is likely to be contacted
repeatedly by vehicles, such as in parking lots, for example. The
post 350 includes a sleeve engagement element 352 configured to be
positioned within a 4.times.4 post sleeve. A stiff spring 354 is
coupled to an upper end of the sleeve engagement element 352, and a
post 356 configured to receive a sign 358 is coupled to an upper
portion of the spring 354. Under normal conditions, the spring 354
holds the post 356 erect, as shown in FIG. 15A, but when subjected
to the an impact, such as by a vehicle bumper, the spring 354
flexes, permitting the post 356 to yield to the impact, as shown in
FIG. 15B, thereby avoiding damage.
[0095] FIG. 16 shows a support plate 360 for use with round posts,
and including a flange 362 that is configured to be engaged by a
pipe clamp 364. When a round post is used to support a sign, for
example, the sign may be prone to rotation around the longitudinal
axis of the post because of wind forces against the sign face. The
pipe clamp 364 firmly grips the post and the flange 362 of the
support plate 360. Because the support plate is square, it cannot
rotate within the post sleeve, and thus prevents rotation of the
post. The support plate 360 includes extended sides 366 that engage
the interior of the post sleeve over a substantial surface area to
distribute the load and permit the inner surface of the post sleeve
to tolerate the rotational forces transmitted by the support plate
360 without damage.
[0096] FIG. 17 shows an oversized post support 380 having a sleeve
engagement element 382 configured to be positioned within a post
sleeve. A post engagement element 384 of the post support 380 is
configured to receive an oversized post having a size that is too
large for the post sleeve. Holes 386 are provided for screws to
permit secure attachment of a post to the post support. The sleeve
engagement element 382 and post engagement element 384 of FIG. 18
are configured, respectively, to be received by a 4.times.4 post
sleeve and to receive a 6.times.6 post, but this is only exemplary,
and can be provided to meet a wide range of size requirements.
[0097] FIGS. 18 and 19 show a post sleeve 400 according to an
embodiment in which the body 402 is formed of two identical
sections 404. FIG. 18 shows a single section 404, while FIG. 19
shows the complete post sleeve 400 comprising two sections 404. The
sections 404 are formed of an expanded plastic material and are
manufactured by an injection molding process. The post sleeve 400
includes a rim 406 and post collar 408 formed integrally with the
body 402 and defining an aperture 410 sized to fit closely around a
post of a selected dimension--4.times.4 in the pictured embodiment.
A cap 417 of a resilient material such as rubber is provided to fit
over smaller sized posts and snap into place over the post collar
408 to prevent entry of water and debris into the post sleeve 400.
In the example shown, the cap 417 has a round aperture 419 to fit
over a 17/8 inch round post. Apertures 409 under the post collar
408 permit ventilation, while the post collar 408 directs water
onto the outwardly sloping rim 406. An aperture 407 is provided to
receive a fastener 411 configured to engage and lock a post
positioned in the sleeve, similar to the fastener described with
reference to FIG. 4.
[0098] Stops 414 are provided at various depths within the post
sleeve 400 for engagement by plates 416. Each plate 416 is provided
with tabs 176 positioned on two opposing edges of the plate so as
to engage opposing stops 414 and bridge across the interior of the
post sleeve 400. In the transverse dimension the plates 416 are
narrower so as to fit through the aperture 410 and between the
standoff ribs 122 at an angle, as shown in FIG. 19, to enable
positioning and removal of the plates 416. A plate 416 can engage
stops 414 at any height by lowering the plate 416 into the post
sleeve 400 at an angle and engaging the stops at a selected depth,
first on one side, then allowing the plate to drop and engage the
stops on the opposite side of the sleeve.
[0099] According to an embodiment, stops 414 on one face of each
section 404 are positioned some distance above the stops on the
adjacent face. When the sections are assembled together, the stops
414 directly opposite each other are at the same depth, while those
on the transverse faces are at a different depth. Thus, the plate
416 can be positioned at any of a number of different depths by
selecting the orientation of the plate as it is introduced into the
sleeve, then selecting the set of stops to engage on a given pair
of opposing faces.
[0100] The sections 404 are joined as described with reference to
the sleeve sections 118 of FIG. 7, and also include apertures 412
configured to receive screws for secure coupling of the sections
404. The post sleeve 400 is configured to be set directly in a
concrete footing without a separate concrete body, and is provided
with thicker sidewalls than those of the liner 120 described in
previous embodiments, which provide sufficient stiffness to resist
the weight of wet concrete and prevent deformation of the body 402
during the pour of the footing. The post sleeve 400 provides, in a
one-piece construction, many of the advantages described above with
reference to other embodiments.
[0101] FIG. 20 shows an insert 420 that is configured to engage a
commercially available post sleeve section 422. There are a number
of post sleeves that are commercially available that provide some
protection to posts set in concrete, such as, for example, the
plastic sleeve 422 shown in FIG. 20. The sleeve 422, manufactured
by PostShield USA.TM., is sized to receive a 4.times.4 post. It is
manufactured using an extrusion process and is therefore very low
in cost, but because of that process, is limited to a single
continuous profile.
[0102] The insert 420 includes an engagement element 424 having
outer dimensions that correspond to the size of a 4.times.4 post,
and therefore fits into the lower end of the sleeve 422. The
engagement element 424 includes a substantially planar top surface
426 with a plurality of notches 428. The insert 420 is provided
with an aperture 115 to permit water to drain via a drain hose,
etc., while preventing direct contact of the post with concrete or
the underlying soil. Additionally, a universal socket section 151
is provided, similar to that described with reference FIG. 4, which
enables a user to convert the commercial post sleeve 422 for use in
other configurations. The insert 420 is formed of an expanded
plastic such as that described with reference to the embodiment of
FIG. 19, and can be manufactured in a single piece or two identical
halves.
[0103] A user positions the insert 420 in the lower end of the post
sleeve section 422 and fixes the combined assembly in the ground
according to the requirements of the particular application.
Typically, the engagement element 424 engages the sleeve section
422 with an interference fit that is sufficient to hold the
assembly together until it is emplaced, especially if it is to be
fixed in a concrete footing. However, if necessary, the insert 420
can be fixed to the sleeve through the use of commercial adhesives,
tape, or screws. When a post is positioned in the sleeve section
422, the bottom end of the post rests on the top surface 426, if it
is a 4.times.4 post, or in the appropriate one of the sockets of
the universal socket section 151, according to its dimensions. As
with the post sleeves of other embodiments, water that enters the
sleeve 422 is permitted to drain from the assembly, via the notches
428, gutters 161 of the universal socket section 151, and the
aperture 115.
[0104] In addition to the advantages outlined above, a number of
advantages are afforded in accordance with various embodiments. For
example, post sleeves permit the temporary removal and replacement
of posts. It is not uncommon for an individual to find it necessary
to remove a section of a fence in order to move a vehicle or
temporarily permit access to a normally enclosed area. Under such
circumstances, where previously it might have been necessary to dig
up two or three posts with their concrete footing, a user can
simply pull the posts out of the sleeves and re-install them
later.
[0105] Because of the protection from water damage provided by the
post sleeves, the serviceable lifespan of wood posts is extended.
Additionally, lower grades of wood, or more cheaply and
environmentally friendly finished wood can be used without
sacrificing durability.
[0106] Because of the stops and stop plates, shorter posts can be
substituted for longer ones with no loss of structural strength. At
the lumber mills, the shorter the length of the posts being cut the
greater the yield from a given trunk, and the more economical. For
example, due to the tapered shape of the trees from which most
lumber is produced, there are increased efficiencies obtained if
shorter lengths of material are cut therefrom. While eight-foot
lengths are the most commonly used, mills inevitably produce
shorter lengths, as well, either as leftover sections after a
length has been cut into eight-foot pieces, or because, when
setting out to produce eight-foot posts, many of the pieces
generated will need to be trimmed back due to end defects. Thus,
mills generally have a surplus of lumber shorter than eight feet in
length, because standard methods of construction require the
eight-foot lengths, making the shorter timbers less marketable. By
employing post sleeves to anchor the fence posts, seven-foot
lengths can be used, which, because of their availability and
recovery, are less expensive per linear foot than eight-foot
lengths and are more environmentally friendly. Furthermore, even if
demand for seven-foot lengths of fence posts increases beyond the
surplus currently available, the price will inherently remain lower
because of the better yield of shorter posts from a given length of
tree, as explained above. Due to the improved economy with respect
to both yield and trim backs, mills can sell 7 foot material for
substantially less per linear foot and produce it in a more
environmentally friendly way than the 8 foot material.
[0107] Many of the advantages outlined above contribute to a
significant reduction in overall environmental impact: the ability
to use shorter posts for a given size means a higher yield per
trunk and less scrap, which in turn means that fewer trunks need be
cut to produce a given number of posts; the increased useful
service life of a post means fewer replacement posts need be
provided, further reducing consumption; protection of the post from
water and most insects means that pressure treatment is no longer
necessary, which reduces chemical pollution and also enables
composting or recycling of the used posts, and which also
potentially reduces the load on solid waste landfills currently
necessary to dispose of pressure treated lumber; the permanent,
long lasting post sleeve eliminates the need to dig up and dispose
of old concrete footings, and the need to replace the concrete
footing with new concrete; which means a long-term reduction in
high energy consumption required to produce the cement of the
replacement concrete; the compatibility of the post sleeve with a
wide range of post configurations means that a change in function
that requires a change in post height or size does not necessarily
require a replacement of the concrete footing; and the tracking of
application data associated with the identification numbers means
that large fence sections can be manufactured to order in a shop or
factory rather than on site, which results in fewer lifetime site
visits, less overall fuel consumption, and less material waste,
which further reduces the consumption of raw materials.
[0108] Embodiments of the invention are directed to devices
configured to support posts, e.g., fence posts, sign posts, etc.
Accordingly, many of the elements are described and claimed with
reference to a post. For example, in describing the standoff ribs
122 of FIG. 2, the post sleeve 102 is described above as
functioning "as an extension of the post." Nevertheless, unless a
claim positively recites a post as an element of the claim,
reference in a claim to a post is to be construed only as defining
the recited element as it relates to a post, and is not to be
construed as requiring the post. Therefore, if such a claim reads
on a given device with a post, it will also read on the device in
the absence of the post.
[0109] When used in the specification or claims to refer to a post
sleeve assembly or elements thereof, terms that refer to a relative
vertical position, such as upper, lower, above, below, top, bottom,
etc., are to be construed according to the normal orientation of
the referenced element in use, i.e., with an associated post sleeve
oriented to support a post vertically--see, for example, the post
sleeve assembly 100 of FIG. 3. Terms such as inside, outside,
inner, and outer are used with reference to an element's position
relative to a central axis of an associated post sleeve. Terms that
refer to an element's relative horizontal position, such as right
and left, are used for convenience and clarity in the description,
and do not limit the scope of the claims. The term longitudinal
refers to an aspect of an element along its major or central axis.
For example, the longitudinal dimension of the post sleeve 102 is
the dimension from the top to the bottom of the post sleeve, as
viewed in the figure. Transverse refers to an aspect of an element
along an axis or in a plane that is perpendicular to the element's
major axis.
[0110] Ordinal numbers, e.g., first, second, third, etc., are used
in the claims merely for the purpose of clearly distinguishing
between claimed elements or features thereof. The use of such
numbers does not suggest any other relationship, e.g., order of
operation or relative position of such elements. Furthermore,
ordinal numbers used in the claims have no specific correspondence
to such numbers used in the specification to refer to elements of
disclosed embodiments on which those claims may read.
[0111] The abstract of the present disclosure is provided as a
brief outline of some of the principles of the invention according
to one embodiment, and is not intended as a complete or definitive
description of any embodiment thereof, nor should it be relied upon
to define terms used in the specification or claims. The abstract
does not limit the scope of the claims.
[0112] Individual elements of the various embodiments described
above can be omitted or combined with elements of other embodiments
to provide further embodiments. All of the U.S. patents, U.S.
patent application publications, U.S. patent applications, foreign
patents, foreign patent applications and non-patent publications
referred to in this specification and/or listed in the Application
Data Sheet are incorporated herein by reference, in their entirety.
Aspects of the embodiments can be modified, if necessary to employ
concepts of the various patents, applications and publications to
provide yet further embodiments.
[0113] These and other changes can be made to the embodiments in
light of the above-detailed description. In general, in the
following claims, the terms used should not be construed to limit
the claims to the specific embodiments disclosed in the
specification and the claims, but should be construed to include
all possible embodiments along with the full scope of equivalents
to which such claims are entitled. Accordingly, the claims are not
limited by the disclosure.
* * * * *