U.S. patent number 3,745,738 [Application Number 05/176,418] was granted by the patent office on 1973-07-17 for corrosion resistant manhole shaft and method of making same.
Invention is credited to Frederic J. Singer.
United States Patent |
3,745,738 |
Singer |
July 17, 1973 |
CORROSION RESISTANT MANHOLE SHAFT AND METHOD OF MAKING SAME
Abstract
This invention is for a corrosion resistant manhole shaft for
sewer drains, storm drains and underground vaults and a method of
making same which is comprised of tubular elements either
cylindrical or noncylindrical of reinforced plastic impervious to
moisture and hydrogen sulfide, said tubular members being
vertically positioned in a hole in the ground intercepting the path
of a sewer line or an underground chamber and extending upward to
the level of the ground surface. A removable liner is positioned
about the vertically aligned tubular members and radially spaced
therefrom. Concrete is poured into the cavity between the exterior
of the tubular members and the liner. Thereafter, the liner is
removed and sand or other similar fill is poured into the ground
hole between the ground hole wall and the hardened concrete. This
invention is also for a method of making corrosion resistant
manhole shafts by spraying or blowing to a desired thickness a
glass reinforced polyester or other plastic which is impervious to
moisture and hydrogen sulfide upon the inner surface of existing
conventional manhole shafts, so as to form a plastic liner.
Inventors: |
Singer; Frederic J. (Santa Ana,
CA) |
Family
ID: |
22644278 |
Appl.
No.: |
05/176,418 |
Filed: |
September 7, 1971 |
Current U.S.
Class: |
52/741.3;
52/169.6; 52/20; 264/34 |
Current CPC
Class: |
E02D
29/124 (20130101); E02D 29/12 (20130101); E02D
29/125 (20130101) |
Current International
Class: |
E02D
29/12 (20060101); E02d 029/12 () |
Field of
Search: |
;52/741,745,747,743,744,746,169,20,21,309,742 ;284/34,31,32,35 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Faw, Jr.; Price C.
Claims
I claim:
1. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems, comprising:
providing an enclosed hollow chamber comprised of reinforced
plastic of predetermined thickness impervious to liquids and
hydrogen sulfide and having ingress and egress secured to a base
situated in a cavity in the ground;
providing a vertically extending tubular section of reinforced
plastic of predetermined thickness impervious to liquids and
hydrogen sulfide to said hollow chamber so as to permit
uninterrupted passage between said tubular section and enclosed
hollow chamber;
vertically positioning an annular collar means of predetermined
height on the upper edge of said tubular section so as to be in a
preselected relationship with the ground surface;
vertically seating a manhole cover receptacle on said collar so as
to intersect the ground surface therewith;
placing a hollow shell about said hollow chamber and tubular
section so as to be laterally spaced therefrom;
filling the space between said hollow shell and said hollow chamber
and tubular section with a fluid substance so as to leave only the
manhole cover receptacle exposed; and
removing said hollow shell when said hardening fluid substance is
partially hardened.
2. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 1 wherein the enclosed hollow chamber is provided by spraying
glass reinforced polyester plastic onto the internal surfaces of an
existing concrete enclosed chamber.
3. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 1 wherein the vertically extending tubular section is
provided by spraying glass reinforced polyester plastic onto the
internal surfaces of an existing concrete manhole shaft.
4. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 1 wherein said tubular section is pre-formed and comprised of
glass reinforced plastic.
5. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 4 wherein said enclosed hollow chamber is pre-formed and is
tubular.
6. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 4 wherein said enclosed hollow chamber is pre-formed and is
rectangular.
7. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 4 wherein said tubular section is comprised of plurality of
pre-formed separate tubular elements and said elements are
vertically aligned on said hollow chamber.
8. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 1 wherein a corrosion resistant means for vertical egress and
ingress is positioned so as to radially protrude inwardly from the
inner wall of said tubular section.
9. The method of making a corrosion resistant manhole shaft for use
in ground cavities for underground conduit systems as described in
claim 8 wherein said vertical egress and ingress means is comprised
of vertically stacked elements formed so as to provide a face and
toes interconnected with a pair of legs, said face having a foot
supporting opening formed therein and the toes of said element are
secured to the inner wall of said tubular section, said elements
comprised of reinforced plastic.
Description
In manhole shafts interconnecting with sewer lines and the like, an
extremely corrosive agent, hydrogen sulfide gas (H.sub.2 S), tends
to be produced from the waste material conducted therethrough,
particularly in sewer lines having shallow grades. Because of the
highly corrosive nature of this hydrogen sulfide gas, metal tends
to so rapidly corrode in its presence that metallic parts in
manholes quickly deteriorated and were eventually prohibited from
use therein, particularly for internal ladders or steps. This has
caused an increasing reliance on the use of concrete for
constructing manhole shafts. Unfortunately, after limited use
concrete also disintegrated due to the corrosive nature of the
hydrogen sulfide gas eventually causing chunks of concrete to spall
off the manhole shaft walls.
Although hydrogen sulfide gas is not as great a problem in
underground vaults for housing interconnecting underground
electrical wire and cable and the like, these vaults, being of
concrete composition, tend to seep moisture so that the vault
eventually contains sufficient water to cause not only an
electrical shorting of the underground wire and cable, but also
creates an extreme and dangerous environment when working in said
vaults due to possible electrocution of the worker.
The instant invention eliminates these problems by providing an
integral tubular section or telescoping tubular sections composed
of reinforced plastic which are impervious to moisture and hydrogen
sulfide and may be vertically positioned or stacked to anh desired
height in a ground hole. A second outer liner is placed about the
vertically aligned sections and radially spaced therefrom. The
resulting space therebetween is thereafter filled with concrete.
After the concrete is sufficiently hardened, the outer liner is
removed and the ground hole is filled with impacted sand or the
like. It can thus be seen that what results is a manhole housing
having a reinforced plastic liner impervious to moisture and
hydrogen sulfide.
Where conventional manhole shafts having concrete or other similar
linings are already in existence, glass reinforced polyester
plastic or other similar plastics which are impervious to moisture
and hydrogen sulfide may be sprayed or blown upon the internal
surface area thereof until a sufficient thickness is obtained. Upon
the hardening thereof, a moisture and hydrogen sulfide resistant
manhole shaft is obtained.
Accordingly, it is a primary object of this invention to provide a
manhole shaft impervious to moisture and resistant to hydrogen
sulfide corrosion.
Another object is to provide a manhole shaft impervious to moisture
and resistant to hydrogen sulfide corrosion which is simple to
assemble.
Yet another object is to provide a manhole shaft having a liner
impervious to moisture and resistant to hydrogen sulfide
corrosion.
Another object is to provide an egress and ingress means to said
manhole shaft which is resistant to hydrogen sulfide corrosion.
Still another object is to provide a method for fabricating a
manhole shaft which is impervious to moisture and resistant to
hydrogen sulfide corrosion and is simple to construct.
Yet another object is to provide a method for fabricating a manhole
shaft having a liner impervious to moisture and resistant to
hydrogen sulfide corrosion.
Other objects and advantages will be readily apparent from the
following description taken in conjunction with the accompanying
drawings, in which:
FIG. 1 is a side elevation view of the manhole shaft of the instant
invention;
FIG. 2 is a top plan view of the manhole shaft shown in FIG. 1;
FIG. 3 is a detailed view of the telescoping joint of a typical
interconnection between tubular sections;
FIG. 4 is a detailed view of the telescoping joint of a typical
interconnection between tubular sections, the throat of and the
collar of a manhole shaft;
FIG. 5 is a front elevational view of a section of a ladder which
may be utilized in conjunction with the manhole shaft in the
instant invention;
FIG. 6 is a top view of the ladder section taken on the line 6--6
of FIG. 5;
FIG. 7 is a side sectional view of the ladder section taken on the
line 7--7 of FIG. 6;
FIG. 8 is a side elevational view of another embodiment of the
manhole shaft used in conjunction with an underground vault;
and
FIG. 9 is a top plan view of the embodiment of the manhole shaft
shown in FIG. 8.
Referring more particularly to FIGS. 1 and 2, reference numeral 20
designates generally the impervious liner of the manhole shaft. The
impervious liner is preferable composed of 40 to 60 percent glass
reinforced polyester plastic, but may be of any similar composition
which would be impervious to moisture and hydrogen sulfide. Manhole
shaft liner 20 is comprised of tubular sections 21 and eccentric
conical tubular section 22. It is understood that although liner 20
is shown with one tubular section only, any number can be
vertically stacked to obtain the desired height of the manhole
shaft, i.e., to the ground surfact level, or may be of integral
construction without seams. It is further understaood that although
an eccentric conical section is shown which intersects the ground
level, a concentric conical section may be utilized without
deviating from the scope of the invention herein.
It should be further understood that in cases of existing
conventional manhole shafts, particularly those having concrete
surfaces, the abovementioned polyester plastic may be sprayed or
blown under pressure by the means of a gun or the like against the
inner walls and surfaces of the manhole shaft, which upon hardening
forms an inner liner or membrane thereon of the aforesaid plastic
impervious to moisture and hydrogen sulfide.
The lower rim of eccentric conical tubular section 21 (and all
tubular sections) is provided with an offset annular flange which
forms an annular pilot portion 23 and a seating shoulder 24. Thus,
as each tubular section fits within the top edge of each previously
placed tubular section, and shoulder 24 is seated on the rim of the
aforesaid previously placed tubular section, as best seen in FIG.
3. All joints and seams are grouted with a moisture and hydrogen
sulfide resistant substance to provide a leak-free assembly.
The wall thickness of the tubular sections may be as little as
one-sixteenth inch thick, but the thickness thereof will normally
be greater and vary depending on the axial load to which the
tubular section will be subjected when in service. Having an
increased thickness also simplifies the handling and storage
thereof and reduces the possibility of damaging the same. It should
be further noted that the amount of glass reinforcement in the
plastic composition of the tubular section can be varied without
deviating from the scope of the invention herein. The more glass
which is utilized as reinforcement, the greater the strength the
tubular section wall will have.
Seated upon the rim of throat 25 of conical tubular section 22 is
adjustable collar 26 which has a first annular flange 27
longitudinally projecting therefrom and a second annular flange 28
longitudinally projecting from the opposite end thereof. Flanges 27
and 28 are offset from the centerline of collar 26 so as to form an
annular internal shoulder 29 and an annular external shoulder 30
respect1vely. (See FIG. 4).
Annular shoulder 29 seats upon the rim of throat 25 of conical
tubular section 22, as aforesaid, while annular shoulder 30
receives the annular pilot flange 31 which extends longitudinally
from a conventional manhole receptacle 32. The longitudinal length
of collar 26 may be varied, and concommitantly the height thereof,
to permit manhole receptacle 32 to accommodate and position a
manhole cover (not shown) in substantially the same plane as the
ground surface level.
The tubular section at the base of the manhole shaft is then either
imbedded in or placed on a concrete slab base 33 and is provided
with cutout sections 34 and 35 to accommodate a sewer or drain pipe
36 or the like (shown in dashed lines). Although only two cutout
sections are shown, it is understood that any number thereof
consonant with desired design may be utilized to accommodate
lateral pipe lines.
A base shelf 37 composed of the same plastic material as are the
tubular sections 20 is secured adjacent to the bottom of the lower
tubular section so as to substantially seal off the same. Base
shelf 37 is provided with a curved portion 38 which extends
laterally to form a radius similar to a longitudinal section of the
sewer or drain pipe and also extends diametrically across the base
shelf so as to intersect either edge of the circumferential edge of
the base shaft at cut out sections 34 and 35, thereby completing a
circular opening in the wall of the tubular section at that
juncture to accommodate the end of sewer or drain pipe 36.
Thus, the ends of sewer or drain pipe 36 which are accommodated in
cutout sections 34 and 35 in lower most tubular section 20 also
engage the intersecting ends of curved portion 38, so as to be
secured thereto and provide, after caulking, with a hydrogen
sulfide resistant compound, a watertight egress and ingress means
for conducting fluid and the like through the manhole shaft.
FIG. 5 illustrates a section of a ladder 39 which may be utilized
in conjunction with the manhole shaft of the invention. Ladder 39
is comprised of the same material as is the manhole shaft liner and
is formed with side legs 40 having toe portions 41 for anchoring
the ladder to the impervious liner 20 so that the ladder 39
laterally projects into the tubular sections away from the liner
20. Ladder 39 has a face portion 42 which is provided with a front
opening 43 for receiving the toe and forward portion of a foot. The
lower edge of opening 43 is rolled inwardly (toward the liner 20)
to provide a wider step surface as well as a finger-hole 44 (See
FIG. 7).
Ladder 39 is secured by tow portion 41 to the inner wall of liner
20 by any means e.g., nylon drive anchors, provided the means
utilized are composed of hydrogen sulfide resistant material. Said
toe portions 41 are slightly curved to be better accommodated
against the inner wall of liner 20 (See FIG. 6). Furthermore,
ladder 39 may be constructed in sections which are pre-positioned
in each tubular section, or be continuous and placed as an integral
unit inside the stacked sections.
FIGS. 8-9 show another embodiment of the instant invention wherein
the tubular section 21 at the base of the vertically aligned
sections intersects an underground vault 45 which in turn is seated
on a concrete slab base 33a. It should be noted that all other
elements are similar to the embodiment of FIGS. 1 - 7 and
accordingly corresponding elements in FIGS. 8 - 9 are designated by
a common number followed by the letter a.
The manhole shaft is made by first preparing a concrete slab base
33 in a ground hole in a conventional manner. A tubular section 21
of glass reinforced polyester plastic is secured thereto. The
tubular section which forms the base of the stack is provided with
pipe-receptive cutout portions 34 and 35 prior thereto. Base shelf
37 is then secured to base tubular section 21 so that the ends of
curved portion 38 thereof are in cooperative relationship with
cutouts 34 and 35 to form a framed opening. Other tubular sections
are then stacked end on end vertically so that the flange of the
bottom rim engages the upper rim of the previously stacked section,
as sown, or a single integral tubular section may be utilized.
When the ground surface is approached an eccentric conical tubular
section 22 is placed in position on the upper rim of the vertically
positioned tubular sections as hereinbefore described. The
appropriate height adjustable collar 26 is then seated upon the rim
of throat 25 of conical section 22, the manhole receptical 32 is
then placed upon collar 26 so as to be flush with the ground
surface. All junctions of course are grouted with a moisture and
hydrogen sulfide resistant substance to provide a leak-free
assembly.
Thereafter, a hollow cylindrical shell 46 (See FIG. 1) is placed
about the vertically aligned sections and laterally spaced
therefrom. Thereafter concrete of a desired specification is poured
in the resulting cavity between the shell 46 and the outer wall of
the tubular sections. After the concrete has sufficiently hardened,
the shell 46 is removed and the ground hole about the exterior of
the newly formed concrete column is filled with sand or the
like.
The embodiment of the invention wherein an underground vault is
desired is made in the same manner as the previously described
embodiment except that after the base slab 33a is formed, an
enclosed vault of glass reinforced polyester plastic having a top
opening is placed on said base and the base tubular section seats
about and interconnects the opening in the top of the enclosed
vault. It is understood that the vault may be pre-fabricated before
placing on the base, or constructed in place with sheets of said
plastic. Also since the vault is totally enclosed except for the
top opening, the base shelf 37 is unnecessary and the cut out
portions 34a and 35a are located higher in the vault walls. In all
other respects this embodiment which includes the underground vault
is made similarly to the first embodiment as aforesaid.
Again, where a conventional manhole vault or shaft which is lined
with concrete or the like exists, by spraying or blowing under
pressure by use of a spray gun or the like, a glass reinforced
polyester or other plastic which is impervious to moisture and
hydrogen sulfide on the inner walls of the vault or manhole shaft
become coated therewith so as to form a shaft or shaft liner of any
desired thickness which is non-corrosive.
While several embodiments of the invention have been described, it
is understood that the particular embodiments of the invention
herein disclosed are for illustrative purposes only and that
various changes may be made therein without department from the
principles of the invention.
* * * * *