U.S. patent number 3,852,925 [Application Number 05/373,153] was granted by the patent office on 1974-12-10 for method and means for maintaining a dry basement.
Invention is credited to Joseph F. Gazzo.
United States Patent |
3,852,925 |
Gazzo |
December 10, 1974 |
METHOD AND MEANS FOR MAINTAINING A DRY BASEMENT
Abstract
A tile trench is formed along the footing of the leaking
exterior wall by removing a portion of the floor adjacent the wall.
A tile is laid in the tile trench and drain openings are formed
from the interior of the exterior wall inwardly to provide
communication with the drain tile. Granular material is provided
over the drain tile and extends to the wall openings to provide a
passageway. A sheet of plastic is placed over the granular material
and a plurality of braces are positioned against the wall and the
adjacent floor edge. Concrete is then poured over the braces and on
the plastic sheet. The plastic sheet is held in place by being
secured temporarily to the paneling on the wall.
Inventors: |
Gazzo; Joseph F. (Des Moines,
IA) |
Family
ID: |
23471206 |
Appl.
No.: |
05/373,153 |
Filed: |
June 25, 1973 |
Current U.S.
Class: |
52/302.3 |
Current CPC
Class: |
E04B
1/7023 (20130101); E04B 1/703 (20130101); E04B
1/7038 (20130101) |
Current International
Class: |
E04B
1/70 (20060101); E02d 031/02 () |
Field of
Search: |
;52/169,742 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Perham; Alfred C.
Attorney, Agent or Firm: Zarley, McKee, Thomte &
Voorhees
Claims
I claim:
1. A basement drainage system comprising,
a basement wall formed from hollow blocks extending along a
floor,
a drain ditch extending along said wall under said floor, and said
wall blocks having drain openings for communication with said drain
ditch,
said floor being spaced from said wall to provide a passageway
between said floor and wall for communication between said drain
openings and said drain ditch, said passageway being filled with
granular material,
a plurality of spaced apart braces extend across said passageway in
said granular material with the inner ends of said braces being
embedded in said floor thereby counteracting outside pressures on
said wall and maintaining said wall stationary.
2. The structure of claim 1 wherein said passageway extends under a
portion of said floor.
3. The structure of claim 2 wherein said wall includes footings on
which said wall is supported, and said footings extending under
said floor with said passageway extending over a portion of said
footings.
4. The structure of claim 1 wherein said brace is extendable.
5. The structure of claim 1 wherein said wall includes paneling on
its inner side.
6. The structure of claim 5 wherein a sheet of plastic extends
between said granular material and said adjacent floor.
7. The structure of claim 1 wherein said floor in which said inner
end of said brace is embedded is a separate floor portion from the
remainder of the floor and said floor portion has a width
sufficient to cover and extend over said ditch.
8. A method of making basements dry including the steps of:
removing a portion of the floor adjacent the leaking wall and
forming a drain ditch;
positioning a plurality of spaced apart braces in said ditch with
their opposite ends engaging said wall and the adjacent exposed
floor edge,
forming drain openings in said wall along its substantial length
adjacent said floor for moisture in said wall to flow through in
moving to said drain ditch; and
extending said floor over said drain ditch by pouring concrete over
said drain ditch and on said braces to adjacent said wall leaving a
passageway from said openings to said drain ditch.
9. The method of claim 8 wherein prior to the step of pouring said
concrete over said drain ditch granular material is placed between
said wall and said drain ditch for forming said passageway and a
separation sheet is positioned over said granular material and
against which said concrete is poured.
10. The method of claim 9 wherein said separation sheet is
positioned to extend towards said wall and upwardly where it is
secured to paneling on said wall.
Description
The problem of wet basements is caused by water entering from the
outside unless it is a condensation build-up on the inside
resulting from too much moisture in the interior air. The water
coming in from the outside enters through cracks in the foundation
walls or the water pressure is so great on the outside resulting
from a high water table which produces hydrostatic pressure that
water is forced through mortar joints, wall-to-floor joints and any
other cracks or punctures in the concrete. The walls may in some
cases be so porous that water will seep through.
The usual approach to water entering from the outside is to plug
the holes either from the outside or the inside or both.
Theorectically, this can be sucessful but ordinarily is not likely
to be successful since it is very difficult to find all of the
holes and once they are found then make a successful patch on the
hole.
The repair of openings in the exterior wall from the outside is
also very difficult for the reason that all the soil against the
wall must be removed and this can be quite a problem if in the case
of established homes shrubs, sidewalks and other landscaping are in
place. The problem of repairing the inside face of the exterior
wall is also complicated by the fact that many homes have expensive
paneling on the walls and this must be removed in order to gain
access to these leak openings.
The method of maintaining a dry basement of this invention involves
encouraging the water to flow from within the interior of the
outside wall. The water will collect at the bottom of the wall and
thus openings are formed in the inside face of the outside wall and
the water is then allowed to flow into a cavity formed between the
concrete floor slab and the wall thence into a passageway
connecting with a drain tile placed under the floor. The drain tile
may be connected to a sump pump or any other suitable discharge
station. Thus, first, the floor adjacent the outside wall is broken
up and removed to expose a space below the level of the floor in
which a trench is dug for a drain tile. Once the tile is placed in
the trench holes are then formed in the inside face of the wall
adjacent the footing to allow the accumulated water in the wall to
drain off into the tile. Aggregate or the like is placed around the
tile and is used to form a passageway connecting the drain holes
with the tile. A sheet of plastic is then laid over the aggregate
and is secured by tape or the like to the paneling, if any, on the
inside face of the exterior wall. The aggregate will space the
plastic from the wall to maintain the water passageway and will
function as a form and separation sheet for keeping concrete from
bonding to the aggregate. Concrete is then poured onto the plastic
sheet to finish off the floor over the drain tile leaving a small
space between the wall and the adjacent floor edge for the water to
flow to the drain tile under the newly poured floor portion. This
procedure, it is seen, eliminates any need to remove paneling from
the interior walls to solve the water leakage problems.
Because of the space now formed between the concrete floor slab and
the exterior wall there is a problem of the wall being pushed in by
the outside forces. This is dealt with by the placement of a
plurality of braces between the exterior wall and the existing
concrete floor prior to the pouring of the floor portion over the
drain tile. Once the concrete is poured over the drain tile onto
the braces the braces are locked in place and the wall is stable
again for resisting outside water and earth pressures.
This invention consists in the construction, arrangements and
combination of the various parts of the device, whereby the objects
contemplated are attained as hereinafter more fully set forth,
specifically pointed out in the claims, and illustrated in the
accompanying drawings in which:
FIG. 1 is a fragmentary side elevation view of a basement exterior
wall showing the water leaking into the wall and then into the
interior of the base through the wall;
FIG. 2 is a view similar to FIG. 1 but showing concrete removed
along the exterior wall and a drain tile placed under the level of
the floor with braces in place holding the exterior wall against
the outside pressures.
FIG. 3 is a perspective view of the brace;
FIG. 4 is a view also similar to FIGS. 1 and 2 showing granular
material in position for forming a passageway between the wall and
the drain tile;
FIG. 5 is an enlarged view similar to FIG. 4 showing the concrete
poured over the drain tile completing the job;
FIG. 6 is a cross sectional view taken along line 6 -- 6 in FIG. 2;
and
FIG. 7 is a cross sectional view taken along line 7 -- 7 in FIG.
5.
A conventional basement is seen in FIG. 1 and referred to generally
by the reference numeral 10. It includes an exterior wall 12
comprised of a plurality of blocks 14 having aligned vertically
disposed center openings 16. The blocks 14 are connected together
by mortar joints 18. The ground grade level 20 includes a water
table 22 and a drain tile 24 running adjacent the wall 12. The
arrows 26 indicate the water pressure against the wall 12 while the
arrows 28 refer to water that has found its way into the opening 16
in the blocks 14. Some of the water passes through the inner wall
face, as indicated by the reference numeral 30 and flows down the
wall between the wall and paneling 32 on the inside wall surface.
The paneling 32 is secured to the inner exterior wall surface by
vertically disposed fir strips 34.
The wall 12 is resting upon a footing 36 which also supports the
concrete floor 38 abutting against the lower end of the wall 12. As
seen in FIG. 1, the seepage through the wall is so great that water
40 is present on the concrete floor 38.
In FIG. 2, the first steps have been taken to correct the water
leakage problem. A jack hammer has been used to remove the concrete
floor adjacent the wall 12 in order to expose a ground area large
enough for digging a trench in which a drain tile 42 is placed with
gravel fill 44 on top of it. Next, drain holes 46, as seen in FIG.
7, are formed in the wall 12 to communicate with the opening 16
through the blocks 34. The water 28 and 30 can now flow out through
the openings 46 and reach the drain tile 42 by flowing across the
footing.
The bottom of the wall will tend to be pushed inwardly by the
outside forces 26 and thus braces 48 are provided along the length
of the wall and extend from the wall to the adjacent edge of the
floor 38. The brace 48 includes a pair of members 50 each of which
have base plates 52 and elongaged cylindrical post-shaped elements
54. A band or wire 56 is wrapped around the post-shaped elements 54
and tied to rigidly lock the members 50 together. The effective
length of the base 48 can be varied as desired.
Next a porous passageway of granular material such as gravel is
formed as seen in FIGS. 4 and 5. The gravel 58 is piled against the
bottom of the wall over the openings 46 to about equal the spacing
of the paneling 32 from the inner wall surface. It is seen that the
porous gravel granular material 58 extends outwardly at 60 over the
footing 36 and over a portion of the drain tile 42 such that a
clear passageway is provided for the water in the wall 12 to reach
the drain tile 42. A sheet of plastic 62 is then placed over the
gravel 58 and 60 and secured by tape 64 to the paneling 32. Next,
concrete 66 is poured into the area from which the concrete floor
portion was removed as seen in FIG. 2. A bond between the concrete
66 and the gravel 58 and 60 is not made because of the protective
plastic 62 and the gravel 58 and 60 tends to shape the poured
concrete and space it from the wall 12 and footing 36. Also the
poured concrete 66 makes the brace 48 integral therewith and serves
to further strengthen the support being given the wall to resist
the outside pressures tending to push it inwardly.
The plastic 62 may be cut at the top surface of the poured concrete
portion 66 and a moldboard 68 may be placed against the paneling 32
and the floor portion 66 to complete the job.
It is seen that the wet basement herein disclosed has been made dry
without the removal of the paneling 32 and without digging up the
ground outside the exterior wall 12. Instead of fighting the
problem of sealing the holes in the wall, additional holes have
been placed at the very base of the wall and a passageway has been
formed which connects with a new drain tile placed under the
interior floor. Thus, water flowing into the openings in the blocks
forming the wall and possibly through the inside surface of the
blocks, moves by gravity to the footing and then through the
passageway to the drain tile, as seen in FIG. 5. The wall itself
cannot move even though there is a substantial space between it and
the newly formed floor because the braces 48 rigidly support the
wall against inward movement due to the outside water pressure
forces. It is noted that the outside drain tile 24, if present,
after a period of time may fill up with roots, debris and other
impediments 70 to render it inoperative thus creating additional
water pressures on the wall 12.
* * * * *