U.S. patent number 3,890,795 [Application Number 05/362,170] was granted by the patent office on 1975-06-24 for kit of components and a method of protecting steel piling from corrosion.
This patent grant is currently assigned to Walter A. Plummer. Invention is credited to John R. Maurer.
United States Patent |
3,890,795 |
Maurer |
June 24, 1975 |
Kit of components and a method of protecting steel piling from
corrosion
Abstract
A protective jacket kit for and a method of safeguarding steel
piling against corrosion. The H-beam type piling is sheathed with a
tough flexible plastic jacket equipped with an interlocking plastic
seam and is snugly gathered and cinched about the piling and
certain underlying auxiliaries. These important auxiliaries include
clip-on closure members for the open sides of the piling and
providing support for the jacket along the open sides of the piling
and preventing contact of the jacket with the sharp and rough outer
corners thereof. Additional auxiliaries include barrier blocks
effective to close at least the upper and, in some cases, the lower
ends of the open sides of the piling as well as a sealing collar
embracing the barrier blocks.
Inventors: |
Maurer; John R. (Glendora,
CA) |
Assignee: |
Plummer; Walter A. (Sherman
Oaks, CA)
|
Family
ID: |
23424956 |
Appl.
No.: |
05/362,170 |
Filed: |
May 21, 1973 |
Current U.S.
Class: |
405/216; 52/834;
24/197; 52/170 |
Current CPC
Class: |
E02D
5/60 (20130101); Y10T 24/4086 (20150115) |
Current International
Class: |
E02D
5/60 (20060101); E02D 5/22 (20060101); E02d
005/60 () |
Field of
Search: |
;61/54
;52/724,725,727,728,731,170,614,623 ;24/197 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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|
|
|
|
|
|
1,069,754 |
|
Feb 1954 |
|
FR |
|
1,127,946 |
|
Aug 1956 |
|
FR |
|
983,409 |
|
Feb 1965 |
|
GB |
|
98,795 |
|
Dec 1924 |
|
OE |
|
Primary Examiner: Shapiro; Jacob
Attorney, Agent or Firm: Sellers and Brace
Claims
I claim:
1. That method of protecting H-beam steel piling against corrosion
which comprises: mounting elongated non-metallic corner protector
means lengthwise of each outer longitudinal corner of the piling,
securing barrier blocks into the opposite sides of the piling
adjacent the upper ends of said corner protector means to seal the
entrance to the space disposed on the opposite sides of the pile
web and in an area spaced above high water level, applying a
resilient sealing collar about said piling radially opposite said
barrier blocks, sheathing said piling opposite said collar and
therebelow with a substantially fluid-tight jacket of supple sheet
plastic, securing said plastic jacket snugly about said piling and
corner protector means and in a fluid-tight manner about said
sealing collar thereby to exclude oxygen and preventing corrosion
of the piling.
2. That method defined in claim 1 characterized in the step of
using a plurality of spaced apart tie bands to secure said jacket
snugly to said piling to prevent buffeting and surging of the
jacket relative to the piling.
3. That method defined in claim 1 characterized in the step of
utilizing resilient self-gripping channel-shaped corner protector
means sized to embrace and space the distance between a pair of
related corners of said piling with the web portion thereof forming
a closure for one open side of said H-beam.
4. That method defined in claim 1 characterized in the step of
utilizing corner protector means of resilient high-impact strength
plastic of generally channel shape in cross section with rounded
exterior corners connecting the side flanges to the web portion
thereof, said side flanges converging toward one another at acute
angles and sized to have a snug press fit with the exterior
surfaces of a related pair of the legs of said H-beam piling.
5. That method defined in claim 1 characterized in the steps of
utilizing plastic jacketing equipped with a plurality of tie bands
attached crosswise of the exterior side thereof at spaced apart
intervals therealong, and cinching the free ends of said tie bands
together while threaded about a pair of superimposed anchor
rings.
6. That method defined in claim 1 characterized in the step of
sheathing said piling with said plastic jacket to a level below the
mudline thereby to prevent an exchange of water filling the
interior of said jacket by water on the exterior side thereof.
7. That method defined in claim 1 characterized in the step of
utilizing a plastic jacket having an assembled girth leaving
substantially no excess fullness when assembled to said piling.
8. That method of inhibiting corrosion of H-beam steel piling along
portions thereof exposed to moist air and oxygen-bearing tidal
water which method comprises: sealing the upper ends of the opposed
cavities extending vertically of the piling at a point above high
water level, closing the open sides of the H-beam by clipping
channel shaped non-metallic protector members thereacross from said
sealed cavity ends downwardly for the length of the piling to be
protected, and securing a fluid-tight plastic jacket snugly about
said piling for the full length to be protected with the upper end
thereof clamped in a fluid-tight manner about the seals for said
cavity ends.
9. That method defined in claim 8 characterized in the steps of
utilizing a plastic jacket having a plurality of tie bands secured
crosswise thereof at spaced intervals therealong, and cinching the
free ends of each band together between a pair of superimposed
anchor rings through which the ends of said tie bands are threaded
in a self-gripping self-locking manner as the band is placed under
tension circumferentially of the piling.
10. A kit of components for use to sheath H-beam type steel piling
to prevent corrosion thereof by water containing free oxygen
comprising: an elongated one piece plastic jacket formed with
complementally shaped interlocking seam forming means from end to
end thereof, a plurality of shallow corner protectors of channel
shape in cross section with the side flanges converging and spaced
to fit astride and close the open sides of H-beam steel piling,
said corner protectors having a combined length sufficient to
enclose both open sides of piling to be jacketed, a plurality of
barrier blocks sized to fit within the opposed sides of the H-beam
and cooperable with an H-beam when installed therein to seal off an
upper end portion thereof, resilient sealing collar means adapted
to encircle an H-beam piling radially opposite said barrier blocks
beneath the upper end of said plastic jacket, and tie band means
attached crosswise to the exterior of said plastic jacket at
intervals therealong having free ends cinchable to hold said jacket
snugly gathered about H-beam piling.
11. A kit as defined in claim 10 characterized in the provision of
a plurality of pairs of rings cooperable with the free ends of said
tie bands and adapted for use therewith in cinching said tie bands
tensioned to hold said jacket assembled about the piling.
12. In combination, steel piling protected from corrosion by
contact with moist air and oxygen-laden water comprising: a steel
pile of generally H-shape in cross section driven into a water bed
with its upper end projecting above high water level, channel
shaped closure members clipped over the opposed open sides of said
piling with a press fit substantially through that portion thereof
in need of protection, barrier blocks of tough fluid tight material
pressed into and sealing the cavities at the upper ends of said
open sides of the piling, resilient sealing collar means encircling
the piling opposite said barrier blocks, a flexible supple sheet
plastic jacket encircling the length of the piling to be protected
against corrosion and extending downwardly from its encircling
engagement with said sealing collar and provided with interlocking
plastic seam means between the lateral edges thereof, and tensioned
tie band means encircling said jacket at intervals therealong for
holding said jacket snugly gathered about said piling, said sealing
collar and said closure members.
13. The combination defined in claim 12 characterized in that said
tie bands are attached to said plastic jacket, and a pair of
superimposed cinch rings interleaved with the free ends of each of
said tie bands and effective to hold said bands cinched snugly
about said piling.
Description
This invention relates to protective expedients for piling, and
more particularly to an improved kit of components and a method of
enclosing that portion of the steel piling against the adverse
effects of moist air and the effects of free oxygen content of
tidal waters.
Efforts have been made in recent years to circumvent the numerous
hazards to which wooden piling is subjected by substituting steel
girders for the wood piles. I- and H-beams are commonly used for
this purpose. Although many varieties of marine life collect on the
submerged surfaces, such collections, while objectionable, are not
particularly harmful on steel piling. However, a serious hazard is
caused by absorbed free oxygen present in moist air and tidal
water. Such oxygen is extremely active in causing severe corrosion.
Attempts have been made to inhibit such corrosion by a variety of
techniques but these have not proven particularly effective. These
suggestions have included the use of sheet plastic jacketing
wrapped around the piling but this has proven ineffective owing to
the frequent change of water within the jacket possible when using
prior jacketing techniques and the lack of a seal at the upper end
of the jacket. Equally serious has been the fact that the jacketing
is readily ruptured along the two open sides of the steel piling,
these areas of the jacketing being readily pierced, abraided or
otherwise punctured by buffeting and the like along these open
sides and opposite the rough sharp outer corners of the piling.
The foregoing and other serious shortcomings of prior efforts to
prevent corrosion of steel piling are avoided by the present
invention utilizing simple, inexpensive easily applied components
substantially isolating the piling from direct contact with the
plastic jacketing and utilizing simple reliable means for sealing
the trapped water against exchange with the surrounding water or
the entrance of additional oxygen. For this purpose the invention
kit includes at least one pair of snug fitting barrier blocks
insertable at the upper ends of the open sides of the piling and
cooperating with resilient fluid-tight collar means and a
surrounding one-piece plastic jacket to provide a fluid-tight seal
about the piling in an area above high water level. The lower end
of the piling extends below the minimum low water level and even
below the mud line of the coastal area if the water in that area is
found to contain objectionable quantities of free oxygen at lower
levels. If conditions are such that there is little or no free
oxygen present in the water, there is no need for protective
jacketing thereblow. In this case barrier blocks may be inserted at
the lower end of the piling cavities and surrounded by a lower
collar assembly to which the lower end of the plastic jacket is
tightly cinched. Complete protection against abrasion and
puncturing of the jacket at the corners as well as complete support
for the jacket along the open sides of the piling is provided by
snug fitting channel shaped rigid plastic closure members clipped
over each open side of the piling for the full length of the
plastic jacketing. The seamed jacketing is sized to have a snug fit
about the piling and is sealed closed by interlocking plastic seam
means and is held snugly gathered to the piling by closely spaced
tension tie bands. All parts of the protective kit are of
non-metallic material immune to attack by the elements and sea
water and firmly assembled to the piling without need for fasteners
or the modification of the piling itself.
Accordingly it is a primary object of the present invention to
provide a new and improved kit of components and a technique for
protecting steel piling against corrosion.
Another object of the invention is the provision of a kit of
components readily assembled in a firm and secure manner about a
selected length of steel piling without need for fasteners or
alteration in the piling itself and effective to prevent contact of
the piling with moisture containing free oxygen thereby
safeguarding the piling against corrosion.
Another object of the invention is the provision of inexpensive
rugged non-metallic closure members frictionally retained assembled
over the open sides of steel piling preliminary to sheathing the so
protected portion of the piling with a plastic jacket.
Another object of the invention is the provision of a rigid plastic
closure member for the open sides of steel piling having converging
side flanges dimensioned to resilient grip and support the closure
member when assembled astride the open side of a steel piling.
Another object of the invention is the provision of a protective
enclosure sheath for steel piling including barrier blocks having a
press fit filling the upper ends of the open sides of steel piling
and cooperating with a resilient sealing collar and a seamed
plastic jacket to enclose the pile from a level above high water
level to a level below risk of corrosion from free oxygen present
in the ambient water.
These and other more specific objects will appear upon reading the
following specification and claims and upon considering in
connection therewith the attached drawing to which they relate.
Referring now to the drawing in which a preferred embodiment of the
invention is illustrated:
FIG. 1 is a vertical elevational view of a typical steel pile
protected by the invention protective jacket assembly with portions
broken away to show constructional details;
FIG. 2 is a fragmentary exploded perspective view of the upper end
portion of the piling shown in FIG. 1;
FIG. 3 is an enlarged cross sectional view taken along line 3--3 on
FIG. 1;
FIG. 4 is a fragmentary enlarged view of self-locking cinching
means for the jacket tie band;
FIG. 5 is a cross-sectional view taken along line 5--5 on FIG. 4;
and
FIG. 6 is a view similar to FIG. 1 but showing the invention jacket
assembled to a portion of the piling extending beyond either side
of the local tidal levels on the piling.
Referring initially more particularly to FIGS. 1-3, there is shown
a steel piling 10, typically of H-shape in cross-section and known
in the trade as an H-beam. However, it will be understood that this
expression is used interchangeably herein to denote either an
H-beam or an I-beam when used as piling. Piling 10 is shown in an
upright position with its lower end driven into the sea bed 11
sufficiently to be rigidly supported therein.
The opposite open sides of the piling are enclosed by
channel-shaped extruded plastic closure members 12,12. These
members are extruded from tough, nonshattering, high impact
strength plastic material, such as high impact polystyrene and
A.B.S., and have well rounded outer corners 13,13 and converging
side flanges 14,14. A durometer of about 125 has been found to
provide a very satisfactory closure member. The open outer edges of
flanges 14 preferably are initially spaced apart a distance
substantially less than the exterior width of the piling. When so
proportioned, members 12 can be assembled over and in direct
gripping contact with the piling flanges by forcibly expanding the
flanges apart. When pressed home so that the bottom web portion of
the closure members are seated against the outer edges or corners
of the flanges, it will be understood that the closure members have
a strong gripping action with the exterior surfaces of the piling
flanges and remain firmly installed thereon without need for
fasteners of any kind. However, closure members 12 may be held in
place by the pile jackets, tie bands or other suitable means. The
individual closure members 12 are of suitable length for
convenience in handling and assembly, and are installed with their
adjacent ends abutting one another throughout the length of the
piling to be jacketed.
The upper ends of the open sides of the piling enclosed by members
12 are closed by thick barrier blocks 16,16 of molded styrene,
polyurethane or the like plastic material. The barriers preferably
but need not have a forced press fit within the upper ends of the
piling cavities with the outwardly facing surface of the barriers
lying flush with the outer edges of the piling flanges. The
barriers may be secured and sealed in place by a layer of epoxy,
shellac or other suitable bonding material applied between the
contacting surfaces.
Surrounding the piling radially opposite barrier blocks 16,16 is a
wide thick collar of spongy and resilient plastic material 18.
Collar 18 comprises a length of the resilient material long enough
to encircle the piling. One end is secured to an edge of the piling
by tacky tape 19 following which the strip is wrapped about the
piling and then anchored in place by the application of additional
strips of tape 20.
The one-piece plastic jacket 25 is cut to length from a continuous
supply roll of the jacketing manufactured to the required width to
encircle a particular size piling to be protected. The jacket
material consists of supple flexible plastic sheeting of a suitable
material, such as polyvinyl chloride. Secured to or molded integral
with the opposite lateral edges of the jacket are suitable assembly
means such as a pair of plastic interlocking seam forming members
26,27 (FIG. 3) having interlocking tongues and grooves of any
suitable well known type.
These seam forming members are readily interlocked using a suitable
closure tool or by simply overlapping the two members and pressing
their mating tongues and grooves into mating relationship.
Desirably, the jacket contains only sufficient excess material for
convenience in closing the seam or in overlapping the edges and
bonding them together.
Any excess looseness is removed by tensioning tie bands 29,29
having their mid portions bonded or otherwise firmly secured to the
exterior side of the jacket. The free ends 30,30 of each tie band
extend beyond the lateral edges of the jacket and may be securely
cinched snugly about the piling by a pair of identical cinch rings
31,32 (FIG. 5). The free ends 30 are threaded through the interior
of a superimposed pair of rings 31,32 following which the ends 30
are wrapped about the exterior of rings 32 and then about the
interior of ring 31 in the manner made clear by FIG. 5. The ends 30
are then tensioned using a suitable tool if necessary. As the ends
30 are pulled through the rings the latter are forced into firm
seating engagement with one another and with the underlying
portions of jacket 25. The high frictional grip between the tie
bands and the rings is effective to lock the cinch rings firmly in
place and against loosening.
The tie bands are disposed at spaced intervals along the jacketing
adequate to assure firm securement of the jacket to the piling, and
as is evident from a consideration of FIG. 3, the jacketing is
supported in major part by the cover members 12,12. The two narrow
strips of the jacketing not in direct contact with the piling are
spaced so closely to the jacket as to be adequately supported
should an object come in contact with these areas of the
jacketing.
The space enclosed by the jacketing is normally filled with trapped
water. Initially and at the time of assembly of the jacketing, this
water may contain some free oxygen. This small quantity is soon
consumed and, at worst, can produce only negligible corrosion.
Thereafter, no further free oxygen can enter the jacketed space and
accordingly no further corrosion can occur. The base of the
jacketing, if extending below the mudline, is sealed by a filling
of mud or other material 35 thereby preventing "pumping action"
which might otherwise occur as the water level rises and falls in
tidal actions between the high water level 36 and the low water
level 37.
The jacket assembly shown in FIG. 6 differs in no way from that
described above except that the one-piece plastic jacket 25 is cut
to a length shorter than the submerged length of piling 10 and its
lower end is sealed to a sealing collar 18 encircling a pair of
barrier blocks 16,16 identical with those used at the upper end of
the assembly described in connection with FIGS. 1-5. To be noted is
the fact that both ends of the jacket extend beyond the respective
high and low water levels.
While the particular kit of components and a method of protecting
steel piling from corrosion herein shown and disclosed in detail is
fully capable of attaining the objects and providing the advantages
hereinbefore stated, it is to be understood that it is merely
illustrative of the presently preferred embodiment of the invention
and that no limitations are intended to the detail of construction
or design herein shown other than as defined in the appended
claims.
* * * * *