U.S. patent application number 17/572701 was filed with the patent office on 2022-06-30 for corrugated stormwater chamber having sub-corrugations.
This patent application is currently assigned to StormTech LLC. The applicant listed for this patent is Nimish GANDHI, David J. MAILHOT, Timothy J. McGRATH. Invention is credited to Nimish GANDHI, David J. MAILHOT, Timothy J. McGRATH.
Application Number | 20220205232 17/572701 |
Document ID | / |
Family ID | |
Filed Date | 2022-06-30 |
United States Patent
Application |
20220205232 |
Kind Code |
A1 |
MAILHOT; David J. ; et
al. |
June 30, 2022 |
CORRUGATED STORMWATER CHAMBER HAVING SUB-CORRUGATIONS
Abstract
A plastic arch-shape cross section corrugated stormwater chamber
has a multiplicity of crest corrugations and valley corrugations
which run transverse to its length. Sub-corrugations run along part
or all of the arch-curve lengths of either crest corrugations or
valley corrugations, or along both of them. A sub-corrugations are
smaller in dimension than an associated crest corrugation or valley
corrugation. Sub-corrugations may taper in width and depth and may
taper to nothingness. A compound convex shape end cap, useful for
closing off the ends of stormwater chambers, has substantially
vertical corrugations with analogous sub-corruptions.
Inventors: |
MAILHOT; David J.;
(Coventry, CT) ; GANDHI; Nimish; (Wethersfield,
CT) ; McGRATH; Timothy J.; (Arlington, MA) |
|
Applicant: |
Name |
City |
State |
Country |
Type |
MAILHOT; David J.
GANDHI; Nimish
McGRATH; Timothy J. |
Coventry
Wethersfield
Arlington |
CT
CT
MA |
US
US
US |
|
|
Assignee: |
StormTech LLC
Wethersfield
CT
|
Appl. No.: |
17/572701 |
Filed: |
January 11, 2022 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
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16352316 |
Mar 13, 2019 |
11242677 |
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17572701 |
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15497341 |
Apr 26, 2017 |
10253490 |
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16352316 |
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15017509 |
Feb 5, 2016 |
9637907 |
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15497341 |
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14165503 |
Jan 27, 2014 |
9255394 |
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15017509 |
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12802483 |
Jun 7, 2010 |
8672583 |
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14165503 |
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International
Class: |
E03F 1/00 20060101
E03F001/00; E02B 11/00 20060101 E02B011/00 |
Claims
1-24 (canceled)
25. A chamber comprising: a base; a plurality of crest corrugations
and a plurality of valley corrugations positioned along a length of
the chamber; at least one crest sub-corrugation running along at
least a portion of a crest corrugation; at least one valley
sub-corrugation running along at least a portion of a valley
corrugation; an end crest corrugation positioned at a terminal end
of the chamber; and an end crest sub-corrugation running along at
least a portion of the end crest corrugation.
26. The chamber of claim 25, wherein the end crest corrugation
includes a substantially constant width.
27. The chamber of claim 25, wherein the end crest corrugation
includes a tapering width.
28. The chamber of claim 25, wherein the end crest corrugation
includes a height less than a height of the crest corrugations.
29. The chamber of claim 25, wherein the end crest sub-corrugation
is positioned along a top portion of the end crest corrugation.
30. The chamber of claim 25, wherein the end crest sub-corrugation
includes terminal ends positioned above the base.
31. The chamber of claim 25, wherein the end crest sub-corrugation
includes terminal ends positioned at the base.
32. The chamber of claim 25, wherein the end crest sub-corrugation
includes a tapering height.
33. The chamber of claim 25, wherein the end crest sub-corrugation
includes a substantially constant height.
34. The chamber of claim 25, wherein the at least one valley sub
corrugation includes a tapering height towards the base.
35. The chamber of claim 25, wherein the at least one valley sub
corrugation includes a substantially constant width.
36. The chamber of claim 25, wherein the end crest corrugation
includes terminal ends positioned at the base, and the end crest
sub-corrugation includes terminal ends positioned above the
terminal ends of the end crest corrugation.
37. A chamber system, comprising: a chamber including: a base; a
plurality of crest corrugations and a plurality of valley
corrugations positioned along a length of the chamber; at least one
crest sub-corrugation running along at least a portion of a crest
corrugation; at least one valley sub-corrugation running along at
least a portion of a valley corrugation; at least one crest
sub-corrugation running along at least a portion of a crest
corrugation; at least one valley sub-corrugation running along at
least a portion of a valley corrugation; an end crest corrugation
positioned at a terminal end of the chamber; and an end crest
sub-corrugation running along at least a portion of the end crest
corrugation; and an end cap coupled to the chamber, the end cap
including a flange configured to overlap the end crest corrugation
of the chamber.
38. The chamber system of claim 37, wherein the flange of the end
cap includes a recess having a protrusion configured to engage the
end crest sub-corrugation.
39. The chamber system of claim 38, wherein the protrusion is
shaped to follow contours of the end crest corrugation and the end
crest sub-corrugation.
40. The chamber system of claim 38, wherein the protrusion is
configured to abut against the end crest sub-corrugation to couple
together the chamber and the end cap.
Description
[0001] This application is a continuation of application Ser. No.
16/352,316, filed Mar. 13, 2019 (now U.S. Pat. No. 11,242,677,
which is a continuation of application Ser. No. 15/497,341, filed
Apr. 26, 2017 (now U.S. Pat. No. 10,253,490, which is a
continuation of U.S. application Ser. No. 15/017,509, filed Feb. 5,
2016 (now U.S. Pat. No. 9,637,907), which is a continuation of
application Ser. No. 14/165,503, filed Jan. 27, 2014 (now U.S. Pat.
No. 9,255,394), which is a continuation of application Ser. No.
12/802,483, filed Jun. 7, 2010 (now U.S. Pat. No. 8,672,583), which
claims the benefit of priority to Provisional Patent Application
No. 61/217,905, filed Jun. 5, 2009, all of which are incorporated
herein by reference.
TECHNICAL FIELD
[0002] The present invention relates to systems for receiving and
dispersing water beneath the surface of the earth, in particular to
molded plastic chambers having arch shape cross section and
corrugations.
BACKGROUND
[0003] Arch shape cross section commercial thermoplastic storm
chambers are familiar in commerce. They have been made by injection
molding and thermoforming. Before more tailored products were
developed, wastewater leaching chambers had been used as storm
chambers. Typically, an interconnected array of chambers is buried
within permeable soil to create large void spaces. Stormwater, such
as results from rainfall on a paved parking lot, is flowed to the
chambers. The water is detained, and over time either controllably
flowed to a discharge point, and or allowed to dissipate through
the earth.
[0004] A type of chamber relevant to the present invention has a
curved arch shape cross section and spaced apart crest corrugations
and valley corrugations running transverse to the length. (Crest
corrugations have been referred to as peak corrugations in numerous
patents relating to chambers.) The corrugations strengthen the
chamber and are differentiated from what is called ribs or ribbing,
which is the name given to relatively narrow plastic structures,
also used for strengthening, and often found running lengthwise.
See U.S. Pat. No. 5,716,16 of Nichols et al. for information about
ribbing.
[0005] Prior art commercial storm chambers have had various sizes.
Smaller chambers have been about 3 feet wide and 8-10 feet long.
The SC-310 chamber and SC-740 chamber of Stormtech LLC,
Wethersfield, Conn., exemplify current chambers. As an example, the
SC-740 chamber is about 85 inches long, 51 inches wide and 30
inches high, and weighs about 74 pounds.
[0006] There has been market place opportunity for larger dimension
chambers in the belief they would provide more favorable cost per
unit volume of water contained within the chamber, and a smaller
footprint for a given capacity stormwater system. Any new large
chamber desirably will not have such weight as to prevent
installers from handling it manually during installation. It is
essential that a new chamber be sufficiently strong, in resisting
the weight of overlying soil (typically largely crushed stone), any
pavement surfacing and any motor vehicles or the like which
traverse the pavement.
[0007] Buried corrugated plastic pipe has been used for a longer
time than storm chambers and there is a developed technology for
engineering design and analysis of such. See Section 12.12
"Thermoplastic Pipes" in "AASHTO LRFD Bridge Design
Specifications--U.S. Units, 2003 Interim Revisions," published by
Amer. Assoc. of State Highway and Transportation Officials
(AASHTO), Washington; D.C., Code LRFDUS 2-15 (April 2003). See also
NCHRP Report 438 "Recommended LRFD Specification for Plastic Pipe
and Culverts" published by Transportation Research Board of
National Research Council, National Academy Press, Washington, D.C.
(2000). However, whereas pipes have circumferentially continuous
cross sections, chambers have open bottoms and free opposing side
bases. Thus, chambers behave differently and the specifications,
design criteria and modes of evaluating behavior which have been
developed for pipe have to be adapted to chambers. An objective of
the present invention is to provide large stormwater chambers which
have performance and safety factors consistent with those achieved
with corrugated plastic pipe.
[0008] Another criterion that is important for old and new chambers
relates to economical shipping and storage. For that, chambers must
nest well one within the other. Thus, for example, a desire for
certain strengthening features, such as ribs or such as
corrugations which are closely spaced with steep sides, can
conflict with the need for good nesting.
[0009] As is well known, engineers have to be careful when scaling
up the size of products, since what previously might have been
minor design factors can become critical factors. Obviously, if
chamber width is increased, more overlying weight is supported by
the chamber, and strength must be sufficient. One way of increasing
strength in a chamber is to increase the thickness of the chamber
sidewalls, sufficient to reduce stress so it is within design
criteria. But doing that has substantial disadvantages, as
follows.
[0010] Commercially feasible chambers have to be fabricable by
economic mass production means. Injection molding is the only
practical way to fabricate a chamber with carefully controlled
thickness dimensions. However, if an injected molded chamber is
made with substantially varying wall thickness, problems arise with
respect to mold filling and distortion of the part during cooling
after removal from the mold. Thus, experience has shown that a
practically manufactured chamber should have substantially uniform
wall thickness. But if wall thickness is uniformly increased to
provide sufficient capability to the strength-limited regions of
the chamber, the resultant chamber may have an undesirably
increased weight and attendant material cost. Furthermore, the
injection capacity limits of commercially available injection
molding machines may be reached, limiting choice of vendors or
making injection molding impossible. Thermoforming is an
alternative way for forming chambers, but the nature of the process
is such that unwanted thin areas will be present in the product,
due to the stretching of the sheet being formed into the chamber.
That can mean that, in order to achieve a minimum required
dimension at a particular point, a larger than needed thickness has
to be accepted in other less-stretched areas, with resultant
uneconomic use of material.
[0011] In the alternative, internal or external ribbing can provide
good strength. However, such ribbing tends to increase the stacking
height, that is, the vertical spacing between two nested chambers.
Ribbing can also introduce molding problems. In recent years,
commercial favor has been given to stormwater and leaching chamber
designs have smooth curve cross sections and which avoid
significant ribbing.
[0012] Thus, there can be complicated tradeoffs in the design of a
chamber, necessary to best attain all the competing aims. Any new
larger chamber must be economical to make in terms of the amount
and cost of plastic, the cost of manufacturing, and cost of
shipping. In such context, there is a need for chambers which are
larger than heretofore, which are practically fabricated,
transported, and stored, and which in use have good strength on a
short term and long term basis. Chambers are typically
interconnected as strings. The ends of the strings must be closed
off by end caps to prevent the surrounding crushed stone aggregate
or other medium from entering the concave space under the chamber.
Heretofore caps used with storm chambers and with leaching chambers
have comprised flat plate and dome shape closures, typically with
heavy ribbing. There is a need for improvements in end caps in the
same general way as there is need for improved chambers.
SUMMARY
[0013] An object of the invention is to provide strength to molded
plastic continuous curve arch shape cross section chambers, in
particular stormwater chambers having large dimensions. A further
object is to improve the strength without using features which
compromise the injection moldability of a chamber. Another
objective is to provide chambers which perform comparably to
corrugated plastic pipe, in accord with the aforementioned AASHTO
related specifications.
[0014] In accord with the invention, a chamber has an arch shape
cross section and corrugations comprised of alternating crests and
valleys which run along the arch curve of the chamber, transverse
to the length of the chamber and across the arch-curve of the
chamber. Corrugations run from one opposing side base, up over the
top of the chamber and down to the other opposing side base of the
chamber. With increasing elevation, the crest corrugations diminish
in width, and the valley corrugations increase in width.
[0015] In embodiments of the invention, either or both of the crest
corrugations and valley corrugations have sub-corrugations. That
is, there are smaller or secondary corrugations which are
superimposed on the corrugations. Sub-corrugations may run along
part or all of the arch-curve length of a corrugation. Exemplary
sub-corrugations have widths which are substantially less than the
widths of the associated corrugations, for instance, the
sub-corrugation width is one-third of the local width of the
associated corrugation. A sub-corrugation may desirably have a
tapered width along part or all of the sub-corrugation length, and
the taper or change in width and or depth is in the same sense as
the width of the associated corrugation. Alternatively,
sub-corrugations may have constant width.
[0016] In some embodiments, sub-corrugations run upwardly from the
base of the chamber along the crest corrugations and terminate at
an elevation which is lower than the height of the top of the
chamber. For instance, they may terminate at a height which is
between one-quarter and two-thirds of the chamber height.
Sub-corrugations may terminate by dying out, that is, the width and
or depth of the corrugation may decrease gradually to nothingness
at the terminal end of the sub-corrugations. Alternatively, the
terminal ends may be abrupt.
[0017] In other embodiments, a chamber may have sub-corrugations in
the valley corrugations, with or without the presence of crest
sub-corrugations. Valley sub-corrugations may run over the top of
the chamber and downwardly toward the opposing side bases. In some
embodiments, the valley sub-corrugations terminate, by ending
bluntly or tapering into nothingness, at or just above the
elevation of the base of the chamber; alternatively, at a higher
elevation.
[0018] In other embodiments, there are both crest and valley
sub-corrugations, and the terminal lower ends of the valley
sub-corrugations are at an elevation which is less than the
elevation at which are the terminal ends of the upward-running
crest sub-corrugations. In still other embodiments, the terminal
ends of sub-corrugations may terminate abruptly, rather than
tapering to nothing.
[0019] The presence of the sub-corrugations improves to a
surprising degree the strength of a chamber side wall. The load
bearing capacity per unit length of side wall, and thus the
capacity of the chamber to resist failure, is increased by as much
as 45 percent compared to the same wall thickness corrugated
chamber having no sub-corrugations. Yet the weight increase
attributable to the sub-corrugations may be as a little as one
percent.
[0020] Thus, a chamber of the present invention having
sub-corrugations may have good strength without the disadvantages
of having wholly greater chamber wall thickness, or of having
selectively thickened walls, or having ribbing, which alternatives
diminish in varying extents manufacturability, nesting and cost
effectiveness. The invention may be applied to chambers made of
thermoplastics such a polypropylene or polyethylene, which are
injection molded, rotationally molded, thermoformed, laid up, or
made by any commercial plastic forming process.
[0021] The foregoing and other objects, and the features and
advantages of the present invention will become more apparent from
the following description of preferred embodiments and accompanying
drawings. This summary states in simplified form things which are
described more fully in the Description which follows, and it is
not intended to identify all key features of the invention, or to
be a limitation on the scope of the claimed subject matter.
BRIEF DESCRIPTION OF THE DRAWINGS
[0022] FIG. 1 is perspective view of a stormwater chamber having
crest and valley corrugations with associated sub-corrugations.
[0023] FIG. 2 a side elevation view of a portion of the chamber
shown in FIG. 1.
[0024] FIG. 3 is a vertical plane transverse cross section of the
chamber shown in FIG. 1
[0025] FIG. 4 is a cross section through a portion of the sidewall
of the chamber shown in FIG. 1.
[0026] FIG. 5 comprises FIG. 5(a) through FIG. 5(f) and shows
portions of sidewall cross sections at different chamber
elevations, as points illustrated in FIG. 3.
[0027] FIG. 6 is a partial side view of a chamber having three
different styles of sub-corrugations.
[0028] FIG. 7 is a partial side view of a chamber having
sub-corrugations with terminal ends which are blunt.
[0029] FIG. 8 is a partial side view of a chamber having
sub-corrugations only on crest corrugations.
[0030] FIG. 9 is a fragmentary side view of a chamber having crest
and valley sub-corrugations which run over the top of the chamber,
from one base flange to the other.
[0031] FIG. 10 is an end view of an end cap suited for closing the
open end of a chamber.
[0032] FIG. 11 is a side view of the end cap of FIG. 10.
[0033] FIG. 12 is a portion of a horizontal plane cross section
view of the end cap of FIG. 11.
DESCRIPTION
[0034] An embodiment of stormwater chamber 20, shown in FIGS. 1,2
and 3, has a curved arch shape cross section. The opposing side
walls 44 rise upwardly from opposing side bases 26 and curve
inwardly to top 24. The opposing side bases 26 comprise horizontal
flanges 46 which provide bearing area upon the soil upon which the
chamber rests. The base of a chamber is sometimes referred to as
the foot. In the chamber embodiments which are detailed below, the
arch curve of the chamber cross section is smooth and continuously
curving. Chambers within the invention may have other arch shape
cross sections. For example, the arch curve may comprise
interconnected flat portions, or the cross section may be nominally
trapezoidal, as shown for instance in U.S. Pat. Nos. 5,017,041 and
5,511,903. Thus, the term "arch curve" and analogous verbiage of
the description and claims which follows shall encompass the
contour of the chamber arch as seen in a chamber end view,
regardless the shape is not truly a curve. Chambers of the present
invention may have cross sections which preferably are truncated
semi-ellipses as described in U.S. Pat. No. 7,052,209 of Kruger et
al. Alternatively, the cross section may have the shape of a
parabola, a truncated semi-circle, or approximations those and
other regular geometric shapes, as well as irregular and
asymmetrical shapes. For strength chamber 20 has alternating crest
corrugations 28 and valley corrugations 30 which run over the arc
shape cross section. More information about the design and shape
and use of corrugated chambers of the present invention is
disclosed in U.S. Pat. Nos. 7,052,209 and 7,118,306 both of Kruger
et al., the disclosures of which are hereby incorporated by
reference. The disclosure of provisional patent application No.
61/217,905 filed Jun. 5, 2009, from which this application claims
benefit, is also hereby incorporated by reference.
[0035] Stormwater chambers are typically buried within crushed
stone aggregate or other water permeable granular medium that
typically has 20-40 percent or more void space. The medium which
overlies, underlies or surrounds a chamber may vary in character
according to its location, and according to the material which
extends to the surface of the earth. The medium within which a
chamber is buried during use is generally referred to here as soil.
That term should be understood to comprehend the commonly used
crushed stone aggregate, as well as other manufactured media.
[0036] A simple description of some of the complex load-related
phenomena associated with a chamber buried in soil is as follows:
With reference to the transverse cross section of chamber 20 shown
in FIG. 3, there is a vertical unit area load Fv, as a result of
the weight of overlying soil and any transient load (e.g., a motor
vehicles). The load is applied to the upper surface of the chamber
by the soil which is in contact with the chamber. There is a
resultant upward reaction force P at the opposing side bases 26 of
the chamber, according to the total downward force on the chamber.
The applied vertical load creates in the curved chamber sidewalls
44 compressive stresses Fp and shear stresses Fn. The compressive
stress direction in a stable chamber is nominally in a direction
which is tangent to the local mean curve of the chamber wall. The
shear stresses are nominally perpendicular to the local mean curve
of the wall. The soil load also creates bending stresses in the
chamber sidewall. The stresses in the chamber wall vary with
elevation from the chamber base. For example, compressive stress
increases with proximity to the base.
[0037] When the load bearing capacity of a chamber is exceeded, the
chamber sidewall can fail on a short term or long term basis.
Typically, failure occurs when the chamber wall is crushed under
soil load. Prior to failure by wall crushing, elements of the
corrugation wall may buckle in a local manner thus reducing the
load capacity of the buckled elements and causing the stable
elements of the corrugation to be more highly stressed. As
mentioned in the Background, stresses can be reduced, and the
strength and stability of a chamber can be increased, by increasing
wall thickness. But that is undesirable; and the invention provides
an effective alternative way of strengthening the chamber. With
reference again to FIG. 1 through FIG. 3, an exemplary embodiment
chamber 20 has a curved top 24 (also referred to as the crown) and
sidewalls 44 which run upwardly to the top from opposing side bases
26. The bases comprise horizontal flange portions 46 bearing on
soil during use. Extending upwardly from the base flanges are a
multiplicity of spaced apart fins 38, commonly called stacking
lugs, the use of which is well known. The lugs 38 support the base
flange of an overlying nested chamber, to stop nested chambers from
jamming during shipment or storage. Generally, the height of the
stacking lugs is chosen so that the corrugations of nested chambers
may come very close, or into light contact with each other, without
wedging together. See Brochu et al. U.S. Pat. No. 7,500,805 for
information about how chambers nest, the disclosure of which is
hereby incorporated by reference. An outer fin 29 runs lengthwise
along the outer end of each base flange, to add lengthwise bending
strength to the flange.
[0038] Chamber 20 has a multiplicity of corrugations which run
transverse to the chamber length axis CL. The corrugations are
comprised of crest corrugations 28 and valley corrugations 30; they
are spaced apart along the length axis CL of the chamber with a
period (also called pitch) P.
[0039] Each corrugation and sub-corrugation (i.e., the corrugations
generally) has a width which is measured in a first plane which is
parallel to the length axis of the chamber. Each corrugation has a
depth which is measured a plane perpendicular to the length axis,
typically normal to a tangent to the surface of the
chamber/corrugation at the point of measurement. The depth of a
corrugation is sometimes also referred to as the height of the
corrugation. The length of a corrugation is a reference to the
dimension of the corrugation as it runs along the arch-curve of the
chamber. For brevity, crest corrugations are sometimes referred to
as crests, and valley corrugations are sometimes referred to
valleys. In prior patents, crest corrugations have been referred to
as peak corrugations.
[0040] As seen from FIG. 2, each crest corrugation becomes narrow
in width with elevation; and each valley corrugation increases in
width with elevation. That shaping facilitates compact nesting. See
Brochu et al. U.S. Pat. No. 7,306,399 the disclosure of which is
hereby incorporated by reference. The corrugation dimensions and
associated sub-corrugation dimensions are selected to provide a
desired chamber strength, in context of the properties of the
plastic material and the basic wall thickness of the chamber. Basic
wall thickness is the nominal thickness of the chamber wall and
top, as distinguished for example from possible locally thicker
regions involving flow channels, bosses, openings, etc.
[0041] In chamber 20 and other embodiments the corrugations may
comprise smaller corrugations 36, 32 which run lengthwise of along
the corrugations. The smaller corrugations are called here
sub-corrugations. In embodiments of the invention, a
sub-corrugation has a height which is substantially less than the
local height/depth of the corrugation with which the
sub-corrugation is associated. Sub-corrugations alternatively may
be referred to as secondary corrugations or mini-corrugations.
Preferably, a sub-corrugation is centered within or on its
associated corrugation. Sub-corrugations of the present invention
are contours of the wall of the chamber; that is, both the inner
and outer surfaces of the chamber are contoured and the wall
thickness across the width of the sub corrugation typically does
not change greatly.
[0042] Sub-corrugations are distinguished from flow channels that
aid injection molding. Flow channels are relatively small thickened
bands on the chamber wall that aid the flow of plastic during
injection molding. They may project inwardly, outwardly, or both
inwardly and outwardly from the wall on which they are positioned.
See U.S. Pat. No. 7,500,805 of Brochu et al. Sub-corrugations are
also distinguished from ribs, which in the lexicon used here are
upstanding solid or hollow fin-like members which project inwardly
or outwardly from the chamber wall.
[0043] In a chamber of the present invention, a sub-corrugation is
present on one or more of the crest corrugations or valley
corrugations. Typically, a plurality, and most often all, crest
corrugations will have sub-corrugations. Likewise, when valley
sub-corrugations are present they will be present in a plurality,
most often all, of valley corrugations along the length of the
chamber. In the generality of the invention, sub-corrugations may
be present in only some of the valley corrugations or crest
corrugations.
[0044] In embodiments of the invention, a sub-corrugation runs
along at least a portion of the length of an associated
corrugation; and it may run along the entire length. With reference
to FIG. 1 and FIG. 2, a first set of sub-corrugations 32 runs
upwardly in the center of the crest corrugations 28 from the
elevation of the base. The sub-corrugations 32 taper in depth and
width, and approach nothingness, as they reach an elevation hp,
which in some embodiments of the invention, is between one-third
and half of the height h of the chamber. In some other embodiments,
the crest sub-corrugations may reach a height hp which is from
one-quarter to two-thirds of the chamber height h. The direction of
taper of a sub-corrugations 32 corresponds in sense with the taper
of the crest corrugation, i.e., they both get narrower in width as
they run upwardly. Dimensions of exemplary corrugations and
sub-corrugations are given in FIG. 5 and are discussed below.
[0045] As may be seen in FIG. 1 and FIG. 2, a second set of
sub-corrugations 36 runs along the respective centers of valley
corrugations 30. The sub-corrugations 36 taper to nothingness in
depth and width as they run downwardly and approach the base
flange. Each exemplary valley sub-corrugation 36 runs along
virtually the whole of the arch curve length of the associated
valley. The direction of taper of a valley sub-corrugations
corresponds in sense with the taper of the valley corrugation,
i.e., each gets narrower as it approaches the elevation of the
base. The width of a crest or valley sub-corrugation may
alternatively be constant along part or all of the associated
corrugation.
[0046] FIG. 4 is a cross section of a portion of the sidewall 44
chamber 20. As illustrated, crests and valleys share webs 76. Each
crest corrugation 28 has a portion, running between the webs, with
a width we, and each crest sub-corrugation 32 has a width wp. The
maximum dimension of wp is about one-quarter of the locally
associated dimension we. Each valley has a portion between webs
with a width ww, and each valley sub-corrugation 36 has a width wv.
The maximum dimension of wv is about is about one-fifth of locally
associated valley dimension ww. The portion of a crest corrugation
or valley corrugation which lies between the opposing side webs is
sometimes referred to as the "flat"(portion) of the corrugation. Of
course, in other embodiments of the invention, the corrugation
cross section shape may vary. For example, the outermost part of
the crest corrugation may bulge outwardly. In such instance, the
portion referred to as the flat will be curved.
[0047] Again with reference to FIG. 4: Each crest corrugation has a
height d which is measured relative to an adjacent valley
corrugation. Each crest sub-corrugation 32 has a height dp and each
valley sub-corrugation 36 has a height dv, as such are measured
relative to the adjacent outer surface of the crest or valley, as
applies. The maximum height dp of a crest sub-corrugation 32 is
less than the locally associated height de of the crest corrugation
28 on which it is positioned. The maximum height dv of a valley
sub-corrugation 36 is less than locally associated depth dd of the
valley corrugation 30 on which it is positioned. (As mentioned
above, the terms height and depth are used interchangeably for the
same dimension on a corrugation or sub-corrugation.)
[0048] The cross sections of FIG. S(a) through (f) show how the
shape of the sidewall varies, in particular the shapes of
corrugations and sub-corrugations, with elevation from the base. As
reference to FIG. 3 will show, the FIG. 5 cross sections are as
follows: FIG. 5(a) is at the peak of the chamber; FIG. 5(b) is at
about two thirds elevation, from the base; FIG. 5(c) is at a point
just above the crest sub corrugation terminal end; FIG. 5(d) is at
about one third elevation (and is the same section which is
pictured in FIG. 4); FIG. 5(e) is near the base and the point where
the valley sub-corrugation is diminishing to nothingness; and FIG.
5(f) is just above the upper surface of the base flange and thus
the cross sections of stacking lugs 38 are present.
[0049] The cross section shapes of sub-corrugations may be vary
from those which are pictured here. For instance, they may be
characterized by greater or lesser included angle in cross-section,
or they may have flattened tops or bottoms, etc. In embodiments of
the invention, the shape of the sub-corrugations are preferably
chosen so that the stacking height, or vertical separation between
nested chambers, is not adversely affected, compared to a chamber
having the same configuration but lacking sub-corrugations.
[0050] In an injection molded chamber, the precision of the process
means that wall thickness of the chamber at the location of a
sub-corrugation may be made substantially the same as the thickness
of the adjacent corrugation portions, as visually evident in FIG.
5. When the invention is applied to products made by thermoforming
or another comparatively less precise dimension-producing process
the thickness of a sub-corrugation may be somewhat thinner (or
thicker) than the adjacent corrugation wall.
[0051] Despite the small increase in cross sectional area, a
surprisingly large benefit in strength is realized through use of
sub-corrugations, despite the sidewall weight being increased by a
very modest amount. This is shown by the test data in Table 1.
Short, straight polyethylene segments representative of portions of
the chamber wall were subjected to compressive loading. The
specimen behavior was measured to determine load bearing capacity
up to the point of failure. Each segment comprised a valley with
two adjacent crests.
TABLE-US-00001 TABLE 1 Corrugated specimen test data Wall area Load
per unit capacity per width of unit width of specimen specimen
Relative Relative Specimen Description (inch.sup.2/inch) (lb/inch)
weight strength A 0.25 inch 0.255 240 1 1 thick wall D 0.375 inch
0.413 579 1.62 2.41 thick wall B 0.25 inch 0.258 349 1.01 1.45
thick wall with sub- corrugations
With reference to the table, Specimen A represented a baseline
chamber wall which was nominally 0.250 inch thick and had no
sub-corrugations. Specimen D was similarly shaped but had a nominal
0.375 inch thickness. Specimen B was nominally 0.250 inch thick; it
had the same shape as Specimen A, with the addition of a
sub-corrugation at each of the valley corrugation and the two crest
corrugations.
[0052] The first data column shows the cross sectional area per
unit width of the specimen, in a plane perpendicular to the
direction of the applied load. (The width of the specimen
corresponds with the lengthwise direction of a chamber wall.) The
weight of plastic material in the specimen is of course
proportional to the cross sectional area of the specimen. The third
data column gives the normalized relative weight of the specimen.
The second data column shows the load capacity of the specimen;
those data are normalized as relative strength, in the last data
column.
[0053] As might be expected, the thicker 0.375 inch thick Specimen
D has a substantially greater load bearing capacity than does the
baseline specimen A. However, the weight is increased by somewhat
more than 50 percent; and, the disadvantages mentioned in the
Background arise--namely increased material cost, reduced injection
molding manufacturability, and reduced ability for installers to
manually handle.
[0054] The performance of Specimen B is surprising. The addition of
sub-corrugations provides about 45 percent increase in load
capacity with only about one percent increase in weight. The
behavior of the specimens is qualitatively reflective of the
behavior of walls in actual chambers, where the mechanics are more
complex.
[0055] Specimens having the same configurations as the specimens A
and B were subjected to beam flexure testing based on ASTM D 6272
Procedure B. The result was that the specimens B, with
sub-corrugations, were somewhat stiffer, but were not substantially
stronger at flexure failure, than were the comparable thickness
specimens A, which lacked sub-corrugations.
[0056] Referring again to the chamber 20 shown in FIG. 1 through
FIG. 5, it is both feasible and desirable to reduce the size of a
crest sub-corrugation, as by the tapering down to nothingness, with
increasing elevation. Generally, a sub-corrugation can be
diminished or reduced to nothingness in chamber regions where
structural analysis and or testing show that a sub-corrugation
would not be of much value. Simply put, if the "flat" portion of
the crest becomes become sufficiently small, so that the local
buckling resistance is good, then the sub-corrugation need not be
present. The same approach and rationale apply to the tapering in
size and or presence of sub-corrugations in valleys. When a
sub-corrugation is reduced in size, or not present, less plastic is
used in making the chamber. Nonetheless, in the generality of the
invention, a crest sub-corrugation, or a valley sub-corrugation,
may run along the whole arch curve of a chamber.
[0057] Typically a chamber of the present invention will be made of
commercial grade polyethylene or polypropylene, virgin or recycled,
or some other polyolefin or combination thereof. Alternatively, the
chamber may be made of any of a variety of other plastics,
including fiberglass reinforced plastic, or other materials. The
invention chambers are preferably made by injection molding but may
be also made by rotational molding, thermoforming, by layering or
lay-up (as with certain fiberglass reinforced plastics), and by
other plastic molding methods.
[0058] An exemplary polypropylene chamber like chamber 20 may be
about 90 inches long, about 77 inches wide at the base, about 45
inches high at the top, and will weigh about 120-130 pounds. It
will have a typical wall thickness of about one-quarter inch. The
depth of corrugation (i.e., the difference in elevation between a
crest and adjacent valley) is about three inches. The period P of
the crest corrugations is about 12 inches.
[0059] Another exemplary chamber may be about 52 inches long, about
100 inches wide at the base, about 60 inches high at the top, and
will weigh about 120 to 130 pounds. It will have a typical wall
thickness of about 0.25 to 0.30 inches. The depth of corrugation
(difference in elevation between a crest and adjacent valley) is
about 5 inches. The period P of the crest corrugations is about 15
inches.
[0060] Another exemplary chamber may be about 90 inches long, about
51 inches wide at the base, about 30 inches high at the top, and
will weigh about 75 to 80 pounds. It will have a typical wall
thickness of about 0.175 to 0.20 inches. The depth of corrugation
(difference in elevation between a crest and adjacent valley) is
about 2.5 inches. The period P of the crest corrugations is about 7
inches. The sub-corrugations are along the lines of those shown in
FIG. 8, discussed below. In this chamber embodiment, the calculated
load bearing capacity of the chamber is increased by-about 30
percent through the use of sub-corrugations, while the weight is
only increased by about one percent.
[0061] Sometimes, for providing increased strength to a chamber
design, the wall thickness of a corrugated chamber will be
increased somewhat in combination with adding sub-corrugations,
notwithstanding the disadvantages which have been mentioned in
connection with using more weight of plastic. The dimensions of the
chamber corrugations, and the period of the corrugations, may vary
substantially in other embodiments of the invention. The invention
may be used with chamber designs known in the prior art. Exemplary
chambers meet performance requirements related to the AASHTO
specifications and NCHRP Report mentioned in the Background.
[0062] FIG. 6 shows in chamber 20A in side elevation. The numbered
features of chamber 20A, and chamber 20B, etc., correspond with
those of chamber 20, with addition of the suffix. The overall shape
and corrugations of exemplary chambers 20A and 208 are like those
of chamber 20. In chamber 20A of FIG. 6, the sub-corrugations 32A
on the crest corrugations are nominally the same as previously
described. But the valley corrugations are different. Valley
corrugations 36A run downwardly in the valleys to somewhat
blunt-end termination points 42, which points are at an elevation
hv that is lower than the elevation hp at which the upper ends of
the crest corrugations 32A terminate. Thus the crest and valley
sub-corrugations complement each other in strengthening the
chamber. In addition, there is an optional second set of valley
corrugations 40 which run upwardly from the base.
[0063] FIG. 7 shows chamber 208 in side elevation. The
sub-corrugations 32B and 36B have approximately constant width and
approximately constant depth. Instead of tapering down to
nothingness, they have blunt ends.
[0064] FIG. 8 is a fragmentary side view of exemplary chamber 20C
which has crest corrugations 28C that have sub-corrugations 32C
which taper to nothingness part way up the chamber, and valley
corrugations 30C which are free of sub-corrugations.
[0065] FIG. 9 is a fragmentary side view of exemplary chamber 20D
which has crest corrugations 28D that have sub-corrugations 32D,
and valley corrugations 30C which have sub-corrugations 36D. Both
of the sub-corrugations run up and over the top of the chamber and
down to about the elevation of the flange on the opposing side of
the chamber.
[0066] Thus, in the embodiments shown and in the invention in
general, the sub-corrugations may alternatively have tapered ends
or blunt ends; or they may run all the way along the arch curve.
Sub-corrugations which taper or diminish to nothingness, may do
that by way of the height only diminishing or the width only
diminishing, or both dimensions diminishing simultaneously.
Sub-corrugations may alternatively have taper along their lengths,
or they may have constant widths. When the sub- corrugations do not
go the whole length of associated valleys or crests, the elevations
at which sub-corrugations terminate may be the same for all
sub-corrugations; or the elevations may differ. A chamber may have
a combination constant dimension sections and tapering dimension
sections.
[0067] Other chamber embodiments of the invention may have
sub-corrugations only in crest corrugations or only in valley
corrugations. As mentioned, a chamber may have sub-corrugations in
only some of the crests and or in only some of the valleys or in
only some both crests and valleys.
[0068] Use of sub-corrugations compares favorably with other
alternatives for obtaining better strength in a chamber, including
increasing wall thickness or applying ribs to the interior or
exterior. An associated benefit of sub-corrugations is that there
is a small but desirable increase in interior volume of the
chamber, thus increasing its capacity to store stormwater.
[0069] In use, chambers of the present invention are placed on a
graded surface, and connected end to end to form a string of
chambers. After suitable end caps or closures are placed at the
ends of the strings, and desired piping is installed, the chambers
are back-filled with soil. Sometimes chambers are set on a
geotextile covered surface and sometimes they are covered in
geotextile. Chambers of the present invention may have features
like those associated with prior art chambers, including that they
may have a multiplicity of relatively small sidewall ports, spaced
apart along the sidewalls, to allow lateral water flow out of the
chambers, providing strength is not unacceptably compromised by the
ports.
[0070] While the invention has been presented primarily in terms of
chambers for receiving stormwater, the invention will also be
useful in arch shape cross section corrugated chambers which. are
useful for other purposes, such as receiving wastewater, or for
providing arch shape cross section enclosures for creating spaces
in soils and storing or protecting things.
[0071] End Caps
[0072] Typically, end caps are placed on the outermost ends of
strings of interconnected chambers, to keep the surrounding medium,
e.g., stone aggregate, from intruding into the interiors of the
chambers. End caps which have outwardly bulging dome shape
contours. Those shapes may also be referred to as presenting as
compoundly concave shapes. Prior art end caps of such type are
described in U.S. Pat. No. 7,237,981 of Vitarelli et al., U.S. Pat.
No. 7,118,306 of Kruger et al., and U.S. Pat. No. 7,491,015 of
Coppes et al., the disclosures of all of which are hereby
incorporated by reference. As reference to the foregoing patents
will show, typical prior art end caps have had a multiplicity of
ribs on the concave interior side.
[0073] In embodiments of the present invention, an end cap has a
plurality of upward running crest corrugations and valley
corrugations. In one embodiment there are sub-corrugations in the
valleys and crests, and there is an absence of interior ribbing.
FIG. 10 is an end view and FIG. 11 is a side view of and an
exemplary end cap 50 of the present invention. In FIG. 10, the end
cap is illustrated a portion of a chamber 20, shown in phantom, to
indicate how it is used to close off the end of the chamber. FIG.
13 is a partial horizontal cross section view of the cap, at an
elevation somewhat above the elevation of the base. The line CP in
the Figures indicates the vertical axis of the cap. The cap body
has a nominal maximum height H and a nominal maximum depth D, as
indicated in FIG. 10 and FIG. 11.
[0074] End cap 50 an attachment end 54 which defines an arch shape
opening for mating with the arch shape cross section of a chamber.
Preferably, the end 54 comprises a flange as pictured, for
overlapping or underlapping the end of a chamber. End cap 50 has an
arch shape base 52. The base preferably comprises a flange as
shown, to provide bearing area for better supporting the cap on
soil. End 54 has downwardly extending terminal ends; and base 52
has horizontally extending terminal ends. The terminal ends are
connected to each other at points 72.
[0075] End cap 50 comprises a compound convex shape wall 62, which
connects the arc of the attachment end 54 with the arch of the base
52. In prior patents the wall may have been referred to as an
outward bulging dome or a dome-shape body. End cap wall 62 is
comprised of a plurality of alternating crest corrugations 56 and
valley corrugations 58 which run upwardly from the base flange. The
corrugations curve inwardly along the contour of wall 62. As seen
in FIG. 10, the corrugations may be characterized as running
substantially vertically, as may be seen when they are projected
into a vertical plane which runs through the connection points 72
of the terminal ends and parallel to vertical axis CP. Within the
meaning of substantially vertical, the corrugations may have a tilt
or curve, for instance as appears in FIG. 10.
[0076] Sub-corrugations 60 run upwardly within each valley
corrugation 58. Crest corrugations 56 have corresponding
sub-corrugations 68. In the center portion of the body, the
sub-corrugations run up to a maximum height of about 60 percent of
the total or maximum height H of the peak of the end cap, as such
heights are projected into an aforesaid vertical plane. Near the
left-right outer edges, as seen in FIG. 10, the sub-corrugations
run up to about 25 percent of the peak height.
[0077] The principles of the chamber inventions which involve
sub-corrugations, described above, can be applied in end caps; and
the foregoing disclosure with respect to chamber corrugations and
sub-corrugations is hereby incorporated by reference. In brief, the
corrugations provide stiffness and structural strength to the body
of the end cap, and the sub-corrugations increase the strength and
buckling resistance of the end cap body structure. The benefit is
that a strong end cap can be made in an efficient way with less
weight of material than would otherwise be required.
[0078] An embodiment of end cap comprises corrugations having a
plurality of sub-corrugations, where each sub-corrugation runs
upwardly from the elevation of the base on a plurality of either or
both crest corrugations or valley corrugations. Each
sub-corrugation has a depth less than the depth of the corrugation
with which it is associated. Preferably, in an exemplary cap, each
sub-corrugation diminishes in width and depth with elevation. In
another exemplary end cap, each sub-corrugation terminates at an
elevation which is less than the elevation of attachment end at the
location of the particular corrugation with which the
sub-corrugation is associated. In another embodiment exemplary cap,
the sub-corrugations terminate at an elevation which is no more
than about 60 percent of the overall height of the end cap.
[0079] In alternative embodiments of the cap invention, some valley
corrugations and or some crest corrugations may not have
sub-corrugations; or some or all of the sub corrugations may run
all the way up the respective crests or valleys, from the base to
the attachment end.
[0080] End caps may be fabricated of materials and in ways which
are described above for the chambers. An exemplary end cap for a
large chamber may have a height of about 57 inches, a base flange
width of about 98 inches, and a depth D of about 33 inches, as
measured at about the elevation of the base flange. Such a chamber
may be made of polyethylene or polypropylene by rotational molding,
and it may have a basic wall thickness of about 0.35 inches.
Rotational molding materials as a class have lower strength than
comparable composition injection molding or thermoforming
materials. They are also less reliable in producing uniform
thickness or repeatable dimension. Thus, the use of
sub-corrugations can be advantageous beyond the reasons already
given. In another alternative, it may be practical to form from
sheet metal an end cap of the present invention.
[0081] Although the inventions have been described and illustrated
with respect to several embodiments, those embodiments should be
considered illustrative and not restrictive. Any use of words, such
as "preferred" and variations thereof, is intended to suggest a
combination of features which is desirable but which is not
necessarily mandatory; and, embodiments lacking any such preferred
features or combination may be within the scope of the claims which
follow. Persons skilled In the art may make various changes in form
and detail without departing from the spirit and scope of the
claimed invention.
* * * * *