U.S. patent number 3,656,268 [Application Number 05/049,059] was granted by the patent office on 1972-04-18 for drainage wall system and method of erecting same.
Invention is credited to Efrahim Murati.
United States Patent |
3,656,268 |
Murati |
April 18, 1972 |
DRAINAGE WALL SYSTEM AND METHOD OF ERECTING SAME
Abstract
A drainage wall system and method of erecting same which may be
constructed substantially along property lines without encroachment
exteriorly of the property lines and without requiring thick beams
of struts within the property lines as are requisite with steel
sheet piling or other impermeable cofferdams. A permeable cofferdam
is associated with a series of vertical column members and is
provided with means for guiding water which seeps therethrough to a
drainage system which removes the water and thereby the water
pressure from the cofferdam. A reinforced concrete wall is alter
added without impairing the effectiveness of the drainage
system.
Inventors: |
Murati; Efrahim (Santurce,
PR) |
Family
ID: |
21957850 |
Appl.
No.: |
05/049,059 |
Filed: |
June 23, 1970 |
Current U.S.
Class: |
52/302.3;
52/169.14; 405/36 |
Current CPC
Class: |
E02D
5/20 (20130101) |
Current International
Class: |
E02D
5/00 (20060101); E02D 5/20 (20060101); E02d
019/04 () |
Field of
Search: |
;52/302,303,169,198,220
;61/39,63,11,49 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Taylor; Dennis L.
Claims
What is claimed is:
1. In a drainage wall system, the combination which comprises:
a. a cofferdam wall construction provided by a plurality of
horizontally disposed members stacked one above the other,
b. a plurality of vertically extending conduit members placed on
one side of said cofferdam wall construction,
c. means for guiding water which may seep through said horizontally
disposed members of said cofferdam to said conduit members,
d. and collector means for receiving water from said plurality of
vertically extending conduit members and for removing said water
from said cofferdam.
2. A drainage wall system as defined in claim 1 wherein said means
for guiding water which may seep through said horizontally disposed
members of said cofferdam to said plurality of vertically extending
conduit members is a flexible water impermeable membrane.
3. A drainage wall system as defined in claim 1 wherein said
plurality of vertically extending conduit members are substantially
U-shaped channel members the opening of which faces said cofferdam
wall construction.
4. A drainage wall system as defined in claim 1 wherein said
plurality of vertically extending conduit members are positioned on
the inside of said cofferdam wall construction whereby the outside
wall surface of cofferdam wall construction may be positioned
substantially coincident with a given property line without
encroachment on property exterior to said property line in the
erection of said cofferdam wall construction.
5. A drainage wall system as defined in claim 1 wherein said
collector means includes a horizontally disposed substantially
U-shaped channel member the opening of which faces said cofferdam
wall construction.
6. A drainage wall system as defined in claim 3 including screen
means to prevent clogging of said U-shaped channel members.
7. A drainage wall system as defined in claim 5 including screen
means to prevent clogging of said U-shaped channel member.
8. In a drainage wall system, the combination which comprises:
a. a plurality of vertically extending column members,
b. a concrete wall supported by said plurality of column
members,
c. a cofferdam wall construction provided by a plurality of
horizontally disposed members stacked one above the other,
1. said cofferdam wall being secured to said vertically extending
column members exteriorly of said concrete wall,
d. a plurality of vertically extending conduit members positioned
between said cofferdam wall and said concrete wall,
e. means for guiding water which may seep through said horizontally
disposed members of said cofferdam to said plurality of vertically
extending conduit members,
f. and collector means for receiving water from said plurality of
vertically extending conduit members and for removing said water
from said cofferdam.
9. A drainage wall system as defined in claim 8 wherein said column
members are substantially I-shaped in cross section whereby said
column members have flanges which serve as vertical edge molds
during the pouring of said concrete wall.
10. A drainage wall system as defined in claim 8 wherein said means
for guiding water which may seep through said horizontally disposed
members of said cofferdam to said plurality of vertically extending
conduit members is a flexible water-impermeable membrane.
11. A drainage wall system as defined in claim 8 wherein said
plurality of vertically extending conduit members are substantially
U-shaped channel members the opening of which faces said cofferdam
wall construction.
12. A drainage wall system as defined in claim 8 wherein said
collector means includes a horizontally disposed U-shaped channel
member the opening of which faces said cofferdam wall
construction.
13. A drainage wall system as defined in claim 12 including screen
means to prevent clogging of said U-shaped channel members.
14. A method of erecting a drainage wall system comprising the
steps of:
a. erecting a series of vertical column members,
b. attaching a cofferdam wall exterior of said vertical column
members,
c. fastening a plurality of vertically extending conduit members to
the inside of said cofferdam wall,
d. attaching to said vertically extending conduit members means for
guiding water which may seep through said cofferdam wall to said
vertically extending conduit members,
e. and interconnecting the bottoms of said vertically extending
conduit means with said collector means for receiving water from
said vertically extending conduit members and removing said water
from said cofferdam.
15. A method of erecting a drainage wall system as defined in claim
14 wherein said vertical column members are substantially I-shaped
in cross section with the flanges thereof extending generally
parallel to said cofferdam wall and said method further comprises
the step of pouring a concrete wall interiorly of said cofferdam
wall using the flanges of said column members as vertical edge
guides for portions of said concrete wall.
16. A method of erecting a drainage wall system as defined in claim
14 wherein said plurality of vertically extending conduit members
are substantially U-shaped in cross section with the longitudinal
openings thereof facing said cofferdam wall and said method further
comprises the step of covering the longitudinal openings of said
U-shaped conduit members with a foraminous member to prevent said
U-shaped conduit members from becoming clogged.
17. A method of erecting a drainage wall system as defined in claim
15 wherein said collector means includes a horizontally disposed
member having a substantially U-shaped cross section with the
longitudinal opening thereof facing said cofferdam wall and said
method further comprising the step of covering the longitudinal
opening of said U-shaped conduit member with a foraminous member to
prevent said U-shaped conduit member from becoming clogged.
18. A method of erecting a drainage wall system as defined in claim
15 wherein said method further comprises erecting a series of
vertical column members closely adjacent a property line whereby
said cofferdam wall attached to said vertical column members is
positioned substantially coincident with said property line without
encroachment on property exterior to said property line during the
erection of said cofferdam wall.
19. A drainage wall system for an excavation comprising in
combination,
a water-infiltratable vertical wall constituting a cofferdam along
a peripheral area of the excavation, and,
drainage conduit means affixed to said cofferdam for receiving and
leading away infiltrate water,
thereby to provide a clean and dry form for subsequent construction
of basement walls thereat while avoiding use of massive
space-occupying supporting structures requisite for substantially
impermeable cofferdams.
20. An infiltratable excavation cofferdam having permanent drainage
means associated therewith comprising,
a plurality of spaced ground-embedded beams along a peripheral area
of said excavation,
a plurality of timber-like means stacked one upon another to
comprise a vertical wall and spanning said beams outwardly thereof
with respect to the excavation,
said timber-like means permitting liquid infiltration therebetween
toward said excavation,
and drainage means disposed upon and inwardly of said timber-like
means for guiding and collecting seepage liquid passing
therebetween,
thereby providing a dry form inwardly of said cofferdam for
construction of permanent walls thereat and wherein said drainage
means also prevents buildup of water pressure against said
permanent walls.
Description
This invention relates to a drainage wall system and method and
more particularly to such a drainage wall system which may be
constructed substantially along property lines without encroachment
exteriorly thereof.
In the construction of buildings such as multi-story buildings
where open excavations are required, it is frequently required that
vertical cuts in the ground be made and a provisional or permanent
cofferdam be erected around the substructure to be constructed,
thereby maximizing use of the available property area. Such
cofferdams must be able to resist lateral soil pressure as well as
water pressure. Because of this it has been customary to use a
cofferdam of steel sheet piling along with massive strut and beam
supports when the excavation is originally made in order to support
the earth and water or hydrostatic pressures until a permanent
substructure is erected.
In instances where the water infiltration or seepage is not a
serious factor, it is customary to permit the water to seep into
the excavation and then be pumped out. This procedure is applicable
even when operating below the water table provided that the soil
has a sufficiently low permeability. In this case the cofferdam is
required only to resist earth pressure, as water pressure does not
build excessively. A cofferdam of less demanding strength is used
which permits water infiltration, and consists of horizontal
timbers laterally bridging vertical supported columns known as
soldier beams. In both the sheet steel and the timber cofferdam
structures, however, it is customary to cast the permanent walls of
the building substructure against the cofferdams.
The need for the drainage wall system of the present invention
exists when it is necessary or desirable to continue and maintain
dimunition of water pressure on walls of the permanent
sub-structure, or to provide a clean and dry surface for casting
the permanent walls, or to provide an efficient water barrier to
the building basement.
Additionally, the need for the drainage system of the present
invention is especially evident when space requirements on the
sub-structure call for relatively slender walls against
water-bearing strata.
Further, the need for the drainage wall system of the present
invention exists even where the land is relatively dry and where
the excavation is made above the water table. The reason for this
is that rainfall which occurs while the excavation is being
undertaken finds its way to such man-made depressions creating a
water-handling problem at the excavation site. Furthermore, the
problem may become acute after a permanent concrete sub-structure
is erected at the excavation site. Thus many basements have been
constructed on so-called dry sub-soil only to find that rains cause
a saturation of the upper soil profile walls which absorb moisture,
begin to drip, and develop objectionable water infiltration. Many
such walls or floor slabs which have not been designed to resist
such added water pressure caused by this accumulated water result
in structural failure.
In accordance with the present invention, the foregoing problems
and failures of the prior art structures are effectively overcome
by providing a system which will drain water from the walls and
thereby reduce the hydrostatic pressure. The foregoing is
accomplished in a drainage wall system which not only permits full
utilization of the available property by building right up to the
property line but also avoids the requirement for heavy, and
therefore, thick supporting beams or struts which would, for
example, restrict the available area of parking within the property
lines and within the below-grade structure.
The inherent advantages and improvements of the present invention
will become more readily apparent upon considering the following
detailed description of the invention and by reference to the
drawings in which:
FIG. 1 is a fragmentary perspective view illustrating the salient
features of the drainage wall system of the present invention;
and,
FIG. 2 is a typical plan view of an excavation site, drawn to a
reduced scale, and illustrating various stages of the erection of
the drainage wall system. For clarity purposes, no indication of
provisional beams and struts to support the walls is shown.
Referring now to FIG. 1 of the drawings, there is illustrated a
cofferdam, indicated generally at 10. Cofferdam 10 is shown to
comprise a series of horizontally disposed timber members 12
stacked one above the other with a small separation in between.
Members 12 are suitably attached to one of a series of vertical
column members indicated generally at 14. These vertical column
members are also known in the trade as soldier beams. Each vertical
column 14 is shown to comprise an I-beam construction having a
central web 16 and flanges 18 with the latter being substantially
parallel to the cofferdam 10.
One of a series of vertically extending conduit members 20 is
attached to the timber members 12 of cofferdam 10 by any suitable
means at 22. Each vertically extending conduit member 20 is
preferably channel-shaped in accordance with the present invention,
the opening of which faces the cofferdam 10. Means 24 is provided
with guiding seepage water laterally toward conduit members 20.
Means 24 preferably comprises a flexible water impermeable
membrane, one end of which is attached as required to the
vertically extending conduit members 20 at 26 and the other end of
which may be attached to a next adjacent vertical column member 14,
not shown, or to the next adjacent conduit 20, as necessary. The
means 24 may be continuous and extend over one or more conduits 20
without being attached to each conduit at 26.
A horizontally extending conduit is shown at 28 in FIG. 1. The
horizontally extending conduit is also preferably channel-shaped
the opening of which faces the cofferdam wall 10. Conduit 28 is
provided with a cut or burned-out and welded section 30 at which
point communication is made between conduit 28 and the vertically
extending conduit member 20. The horizontally extending conduit 28
is attached to one of the timber members 12 as at 32. In order to
connect the drainage system longitudinally through soldier beams
14, a horizontally extending splice member 34 is provided. A
portion of the beam central web 16 is burned clean at 36 in order
to provide an aperture for the splice member 34. The latter is also
provided with an end cap at 38. In order to afford communication
between conduit 28 and splice member 34, the web of conduit 28 is
burned through at 40. Preferably, the membrane 24 extends over
conduit 28 as well as along the outer face of wall 44 between
members 14.
A collector pipe 42 is welded to the horizontally extending conduit
28 in order to direct the water which accumulates in conduit 28 to
be piped through a concrete wall indicated in phantom at 44 in FIG.
1 and shown in position in portions of FIG. 2. This drainage water
passes to a central sump pit and a suitable sump pump. The wall 44
may be erected on a sub-basement slab indicated in phantom at 46 in
FIG. 1.
Referring now specifically to FIG. 2, the drainage wall system of
the present invention is indicated to be positioned substantially
in line with the property lines, as is designated at 48 and 50, for
example. As is also illustrated in FIG. 2, the flanges of the
vertical columns 14 may effectively provide vertical edge molds for
portions of the basement wall 44 which is poured after the
cofferdam structure is associated with the vertical columns 14.
In order to prevent later clogging of the drainage wall system,
foraminous cover members, such as screens, are added at 52 and 54
between cofferdam 10 and each of the vertically extending conduit
members 20 and horizontally extending conduit member 28. In
addition, a plate cover 56 is placed atop each of the vertically
extending conduit members 20.
While it is believed that the function and purpose of the drainage
wall system will be apparent from the foregoing description, the
method of erecting the drainage wall system will not be described.
With the vertical column members 14 in place, the cofferdam 10 is
attached exteriorly of the vertical column members 14 which are
spaced any suitable distance, such as 7 feet. The vertically
extending conduit members 20 with screens 52 covering the openings
thereof are then fastened to the inside of the cofferdam wall. Then
the means 24 for guiding water which may seep through the cofferdam
wall is attached to the vertically extending conduit members 20 and
to the vertical columns 14. The means 24 comprises a flexible,
water-impermeable membrane which covers the entire inside wall of
cofferdam 10 and also prevents clogging of the spaces between the
members 12 of the cofferdam 10 by the concrete wall 44. Thereafter,
the bottoms of the vertically extending conduit members 20 are
attached to a collector means for receiving water from the
vertically extending conduit members 20 and removing it from the
cofferdam. This collector system comprises the horizontally
extending conduit member 28 with screen 54 covering its opening and
the collector pipe 42 which leads to a central sump pit and sump
pump.
After the foregoing is completed, it is possible to pour a concrete
basement wall 44 which preferably is a reinforced concrete wall. It
is convenient in so doing to utilize the flanges 18 of vertical
columns or I-beams 14 as vertical edge molds for the basement wall
44, although thicker walls completely enclosing the flanges may be
cast, if desired.
If desired, the collector pipe 42 may be placed through the
sub-basement floor slab 46 after it leads from the horizontally
extending conduit 28.
It is thought that the invention and many of its attendant
advantages will be understood from the foregoing description, and
it will be apparent that various changes may be made in the form,
construction and arrangement of the parts without departing from
the spirit and scope of the invention, the form hereinbefore
described being merely a preferred embodiment thereof.
* * * * *