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Publication numberUS3852925 A
Publication typeGrant
Publication dateDec 10, 1974
Filing dateJun 25, 1973
Priority dateJun 25, 1973
Publication numberUS 3852925 A, US 3852925A, US-A-3852925, US3852925 A, US3852925A
InventorsGazzo J
Original AssigneeGazzo J
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Method and means for maintaining a dry basement
US 3852925 A
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.
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Description  (OCR text may contain errors)

Gazzo METHOD AND MEANS FOR MAINTAINING A DRY BASEMENT [76] Inventor: Joseph F. Gazzo, 1303 McKinley Ave., Des Moines, Iowa 50315 [22] Filed: June 25, 1973 [21] Appl. N0.: 373,153

[52] US. Cl. 52/169 [51] Int. Cl. E02d 31/02 [58] Field of Search 52/169, 742

[56] References Cited UNITED STATES PATENTS 1,734,777 11/1929 l Pike 52/169 2,948,993 8/1960 Marchi 52/169 X 3,020,618 2/1962 Eward 52/169 X 3,283,460 11/1966 Patrick 52/169 X 3,304,672 2/1967 Bakkeun... 52/169 3,332,185 7/1967 Adams v 52/169 3,562,982 2/1971 Parezo 52/169 Dec. 10, 1974 Primary Examiner-Alfred C. Perham Attorney, Agent, or Firm-Zarley, McKee, Thomte & Voorhees [5 7] 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.

10 Claims, 7 Drawing Figures METHOD AND MEANS FOR MAINTAINING A DRY BASEMENT 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 andother 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. I 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 footmg.

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 grave] 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.

I claim:

l. 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 footingsextending 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. I

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.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US1734777 *Jan 17, 1928Nov 5, 1929Pike Frank ASystem of draining
US2948993 *Jun 28, 1956Aug 16, 1960Marchi Angelo PDrain construction for walls
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US3283460 *Jul 3, 1963Nov 8, 1966Patrick William AL-shaped means for dampproofing basements forming passageways between foundation floor and wall
US3304672 *Jan 6, 1964Feb 21, 1967Aqua Drain IncApparatus for relieving basements from external hydrostatic pressure
US3332185 *Oct 28, 1963Jul 25, 1967Versi Tex Plastics IncMethod and apparatus for waterproofing basements
US3562982 *May 9, 1969Feb 16, 1971Parezo Allen CWall and foundation drain system
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US4136500 *Mar 30, 1978Jan 30, 1979Difiore DanteBasement waterproofing system
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Classifications
U.S. Classification52/302.3
International ClassificationE04B1/70
Cooperative ClassificationE04B1/7038, E04B1/703, E04B1/7023
European ClassificationE04B1/70D, E04B1/70R