Draining wall

Details Draining wall Draining wall

2001-01-29

2002-06-11

Upton, Christopher (Department: 1724)

Liquid purification or separation

Processes

Including geographic feature

C210S170050, C405S036000, C405S043000, C405S050000, C405S267000

Reexamination Certificate

active

06402963

ABSTRACT:

BACKGROUND OF THE INVENTION
1. Field of the Invention
The invention relates to an improved draining wall.
2. Description of the Prior Art
French patent 2 750 442 or its U.S. Pat. No. counterpart 6,082,928 describes and claims a draining wall consisting of a number of elemental panels filled with a filtering material, characterized in that said panels are separated from one another by intermediate elements molded in the soil and in that a member placing each pair of adjacent panels in communication with each other is embedded in the lower part of each intermediate element. The members enabling each pair of adjacent panels to communicate with each other can in particular be a tubular member which has a permanent central tubular part made from a relatively strong material, destructible closed off tubular end parts made from a relatively fragile material, and means for temporarily closing off said central part. French patent 2 750 442 also describes and claims a method of producing a draining wall, which comprises the following steps:
a) producing diggings or excavations spaced along the line of the draining wall to be produced, these diggings or excavations being spaced apart by a distance which more or less corresponds to the length of one elemental panel of the wall and being produced under excavation fluid,
b) positioning at the lower part of each of these diggings or excavations a tubular member including a permanent central part and destructible closed-off end parts, said member pointing more or less along the direction of the draining wall to be produced and being slightly shorter than the digging or excavation,
c) curing the excavation fluid lying in each of said diggings or excavations or substituting a curable material for this fluid so as to form intermediate elements J
1
to Jn made of cured material molded in the soil,
d) excavating, under excavation fluid, a first elemental drain T
1
between the intermediate elements J
1
and J
2
obtained in c), and destroying the destructible closedoff end parts of the members embedded at the base of said intermediate elements, which parts point toward said drain,
e) filling the length of drain obtained in d) with a filtering material, and removing the excavation fluid which lies in said length of drain in order to obtain a first elemental panel P
1
,
f) closing off the central part of the member embedded in the intermediate element J
2
at an arbitrary stage in the method, but before the next step g),
g) excavating, under excavation fluid, a second elemental drain T
2
between the intermediate elements J
2
and J
3
obtained in c), and destroying the destructible closed-off end parts of the members embedded at the base of said intermediate elements and facing toward said drain,
h) filling the length of drain obtained in g) with a filtering material, and removing the excavation fluid which lies in said length of drain in order to obtain a second elemental panel P
2
,
i) closing off the central part of the member embedded in the intermediate element at an arbitrary stage in the method, but before the next step, and so on until the work is completed, and
j) opening the central part of each member embedded in any arbitrary intermediate element at any arbitrary moment after that the excavation fluid lying in the elemental drains situated on either side of this intermediate element has been removed.
If required, the method can further include laying perforated pipes connecting the tubular members of two successive intermediate elements together and acting as receivers before the filtering material is deposited.
Whether perforated pipes acting as receivers are laid or not, carrying out the method described above is not without difficulties. One problem encountered is penetration of the filtering material (usually gravel) into the communication-enabling members. To prevent such penetration grids having a mesh whose size is smaller than the particle size of the gravel have been placed inside the members and in the vicinity of their ends. However, these grids have the disadvantage of reducing the cross section of the communication-enabling members, which impedes the flow of water. Also, the communication-enabling members can be cleaned only from the inside of each member, which is not sufficiently effective.
Another problem exists when perforated pipes acting as receivers are used. In principle, the perforated pipes must be nested inside the communication-enabling members. However, it is very difficult to achieve this in practice because the work must be carried out at great depths (10 to 20 meters or more) and in an excavation fluid, i.e. blind. For this reason, the perforated pipes are often left approximately coincident with the mouths of the communication-enabling members. As a result, there are frequently relatively large gaps between the perforated pipes and the communication-enabling members. This enables the filtering material (gravel) to penetrate between the communication-enabling members and the perforated pipes, with the concomitant risk of partial or total blocking of the communication-enabling members or at least some of them. Even if the perforated elements are nested inside the communication-enabling members, the mediocre geometrical accuracy with which they are manufactured means that there is still a significant risk of gravel penetration and therefore of blockage of the communication-enabling members.
There is therefore a need for an improvement to overcome the above problems.
The present invention aims precisely to provide that improvement.
SUMMARY OF THE INVENTION
To be more precise, the invention provides a draining wall including a plurality of panels filled with a granular filtering material and separated from each other by intermediate elements cast in the ground, and a member, embedded in the lower part of each intermediate element, enabling communication to be established between the panels of each pair of adjacent panels, said wall further including auxiliary devices applied into contact with the end faces of the intermediate elements so as to cover the mouths of the communication-enabling members, wherein each auxiliary device is open on the side applied against the intermediate element, has a height greater than the diameter of the mouth, delimits a volume around the mouth, and has one or the other of the following features:
a) it has over at least a part of its surface perforations whose size is smaller than that of the granules constituting the filtering material, or
b) it has an opening to which a perforated pipe acting as a receiver is connected.
In all cases the volume delimited by each auxiliary device is protected from the intrusion of filtering material particles (gravel), which prevents all risk of blocking of the communication-enabling members.
Each auxiliary device having the feature (a) preferably extends to the surface of the ground and is open or can be opened at the top.
In one particular embodiment each auxiliary device has a semi-cylindrical vertical central portion at least a part of which is perforated and flexible lateral sealing elements acting as seals against the granular filtering material between the end face of the intermediate element onto which the auxiliary device is applied and said central portion of the auxiliary device.
Stiffener elements and/or spacer elements are preferably provided to prevent the granular filtering material crushing the auxiliary device.
The auxiliary devices of the invention permit to overcome the difficulty to make accurate connections blind. Because each auxiliary device covers an area of the intermediate element which can be very much greater than the cross section of the communication-enabling member, that element can be positioned so that it is certain to cover the mouth of the communication-enabling member, even if it can only be positioned roughly.
An auxiliary device having the feature (a) is suitable when the draining wall does not include any perforated pipes acting as receivers, whereas an auxiliary device having the feature (b) is suitable when

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