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Publication numberUS3326003 A
Publication typeGrant
Publication dateJun 20, 1967
Filing dateJan 19, 1961
Priority dateMar 5, 1953
Publication numberUS 3326003 A, US 3326003A, US-A-3326003, US3326003 A, US3326003A
InventorsGuglielmo Marconi
Original AssigneeGiovanni Rodio & C S P A Ing
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Method of forming ground cut-off wall
US 3326003 A
Abstract  available in
Previous page
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Claims  available in
Description  (OCR text may contain errors)

June 20, 1967 MARCON;

METHOD OF FORMING GROUND CUT-OFF WALL 2 Sheets-Sheet 1 Filed Jan. 19, 1961 A R m R P W VE N TOR:

June 20, 1967 5. MARCONI METHOD OF FORMING GROUND CUT-OFF WALL 2 Sheets-Sheet 2 Filed Jan. 19 1961 M T W w M M o ATTORMWS United States Patent ()fitice Patented June 20, 1967 3,326,003 METHOD OF FORMING GROUND CUT-()FF WALL Guglielmo Marconi, Milan, Italy, assignor to lug. Giovanni Rodio 8: C., S.p.A., Milan, Italy Filed Jan. 19, 1961, Ser. No. 83,817 Claims priority, application Italy, Mar. 5, 1953, 16,048/ 53 2 Claims. (Cl. 6l35) This invention relates to the process for constructing a wall and, in particular to the forming of a wall in the ground. This application is a continuation-in-part of my application Ser. No. 414,447, filed Mar. 5, 1954, now abandoned.

Ground walls are constructed for various reasons, as for extending a darn into the adjoining bank to increase the length of the seepage path around the ends of the dam, for forming water-tight panels below the banks of a canal to prevent seepage, for stopping the seepage of ground water into excavations extending beneath the ground water table, for isolating springs to prevent both water loss and pollution, for forming retaining walls prior to making an excavation, for forming walls for docks, basins and canals, and for forming retaining Walls for preventing earth slides. In these cases, long and narrow walls are desired, such as can be obtained by the use of metal sheet piling. When a wall of cheaper and more durable material is desired, concrete is used, with the wall being formed of a plurality of adjoined cylindrical piles. These piles (FIG. 1) are either pre-cast and driven into the soil or individual bore holes are made with the piles cast therein. Such a wall is not entirely satisfactory as the piles cannot be altogether joined to each other. (FIG. 2.) This difficulty is not altogether avoided by staggering the bore holes for the piles as bore holes are not all absolutely vertical. (FIG. 2.)

The object of this invention is to produce a process by which a long and narrow wall can be formed, said wall being of uniform cross-section. (FIGS. 3 and 4.)

In general, this and other objects are obtained by digging a long and narrow trench, with the Width of the trench being too small to make the use of wood or metal shoring practical. As the trench is being dug, it is kept filled with liquid mud in order to keep the walls of the hole from collapsing. After a trench of the required length and depth is dug, it is filled with wall forming material, thereby displacing the liquid mud. After a wall panel has been formed, successive panels can be constructed in alignment with each other to make a wall of any desired length and curvature.

The means by which the objects of the invention are obtained are disclosed more fully with reference to the accompanying drawings, in which:

FIGURE 1 is a perspective view of a wall formed according to the prior art;

FIGURE 2 is a cross-sectional view generally on the line 2--2 of FIGURE 1;

FIGURE 3 is a perspective view of a wall formed according to this invention;

FIGURE 4 is a cross-sectional view generally on the line 4--4 of FIGURE 3; and

FIGURE 5 is a schematic view of an apparatus excavating a trench for a wall according to the process of this invention.

As shown in FIGURE 1, a plurality of piles, either pre-cast and driven or poured into bore holes, were used by the prior art to form a long and narrow wall in the sense of being a curtain, membrane, or diaphragm wall. In forming the individual piles, even though their upper ends A are joined together, the bore holes will drift apart so that the lower portions B of the piles are in some instances separated from each other.'Obviously these spaces destroy the utility of the wall as a barrier against the seepage of water through the wall.

According to FIGURES 3 and 4, a wall C of uniform cross-section is formed according to this invention. This wall is constructed of individual panels of any desired length. Experience has shown that it is advisable to form a panel having a length and depth which can be formed in one days working time, as a panel from 6 to 10 meters in length, depending upon the type of soil being excavated and the depth of the wall being constructed. The wall has a thickness of from 20 to centimeters and can have a depth as great as from 50 to 100 meters. The extreme thinness of the wall means that the shoring of the trench or the hole being excavated is a practical impossibility. According to the process of this invention, the width of the excavation is substantially equal to the width or diameter of the tool used to dig the trench.

As shown in FIGURE 5, a digging rig 10 is mounted on wheels 12 for longitudinal movement on track 14, the rig being self-propelled by a motor M. A hoisting cable 16 joined to a winch 18 suspends the pipe 20 having a cutting head 22 joined to its lower end. The upper end of pipe 29 is connected by a flexible tube 24 to one or the other of alternate mud separators 26. A suction pump 28 is also connected to the separators 26.

In the process of constructing a diaphragm wall, a shallow trench 30 is first excavated and filled with thixotropic drilling mud from an outside source, as through pipe 32. A diaphragm wall panel is then excavated downwardly over a given length of the trench, as from 6 to 10 meters. This is done by vertically dropping the cutting head in an impact stroke to fracture and break the ground, then lifting the cutting head in the same vertical path. Suction pump 28 draws the liquid mud with the fractured ground fragments up through pipe 20 and deposits the material in either of the separators 26 from which the liquid mud is drained back into the trench. After the cutting head 22 has been raised, the rig 10 is moved longitudinally on the track 14 a distance not greater than the diameter of cutting head 22, then the cutting head is dropped for another impact stroke, and the material removed as before. These impact strokes are continued over the length of the wall panel being formed and when the end is reached, the direction of the rig 10 is reversed so that a second cut is taken in a reverse direction in the trench. The cutting head is raised but slightly above the unexcavated bottom portion of the trench and drops, due to the weight of the head itself and the pipe 20. Each impact stroke makes a very small cut in the bottom of the trench, the depth depending upon whether the ground is hard or soft. As the trench deepens, additional liquid mud is poured into the trench through pipe 32 to keep the trench full of liquid mud which prevents the walls of the trench from collapsing. After a trench of sufiicient length and depth has been dug, joint forms 33 as indicated by the dotted lines in FIGURE 5, are inserted against the ends of the trench, and then the trench filled with wall forming material such as concrete; as the concrete is poured into the trench, the liquid mud is displaced and removed from the top of the trench. When the poured wall has solidified, adjoining panels can be dug. The joint forms 33 become exposed and are removed so that, when an adjacent panel is poured, it becomes joined to the previously formed panel.

By means of this process, a long and very narrow diaphragm wall can be quickly and cheaply constructed. In practice, it has been found advisable to construct a plurality of panels separated from each other by one panel space. After these panels have solidified, the intermediate alternate panel trenches can then be excavated. The

cutting head is not a rotating drill bit, but simply a vertical impact tool which digs somewhat in the nature of a hoe. The width of the trench and therefor of the wall panel formed is substantially equal to the diameter of the cutting head 22 and therefor can be as narrow as 20 centimeters or even less. All the panels formed are of uniform cross-section and the individual panels are joined to make an impervious wall of any desired length and curvature.

Having now described the means by which the objects of the invention are obtained,

I claim:

1. A methodfor constructing in the ground a vertical wall of long length and narrow width, the steps comprising forming a first wall panel section by digging a trench with a hollow percussion tool of the same width as the wall by moving the tool in successive vertical impact strokes while moving the tool between strokes longitudinally back and forth on the bottom of the trench along the length of the panel section to form a trench of 20 the width of said tool, said trench being maintained with vertical sides as thetrench deepens to a great depth, the dug material from the trench through said tool, constantly filling the trench with thixotropic drilling mud as the trench is dug without the sides of the trench being shored, pouring wall forming material into the mud-filled trench and thereby displacing the mud from the trench and forming the first wall panel section, and then extending the length of the wall by similarly forming trenches and panel sections joined, respectively, to each precedingly formed panel section.

2. A method as in claim 1, further comprising vertically moving the tool into one impact stroke against the ground to loosen the ground material, removing the loosened and dug material by suction, lifting and moving said tool longitudinally a distance not greater than the 10 width of said tool, and then successively repeating these steps.

References Cited UNITED STATES PATENTS 518,394 4/1894 Coyle 37-495 X 2,057,691 10/1936 Ranney 6134 X 2,643,096 6/1956 Bates 37-195 X 2,791,886 5/1957 Veder 6135 X FOREiGN PATENTS 750,102 6/1956 Great Britain. 461,343 1/1951 Italy. 560,263 4/ 1957 Italy.

25 DAVID J. WILLIAMOWSKY, Primary Examiner.


Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US518394 *Apr 17, 1894 coyle
US2057691 *Dec 20, 1933Oct 20, 1936Ranney LeoMethod of and apparatus for excavating
US2643096 *May 17, 1948Jun 23, 1953Harry H BatesTrench making machine and the like
US2791886 *Nov 22, 1950May 14, 1957I C O S Impresa Costruzioni OpMethod for the construction of a cut-off wall
GB750102A * Title not available
IT461343B * Title not available
IT560263B * Title not available
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US3645101 *Nov 4, 1970Feb 29, 1972Sherard James LMethod and apparatus for constructing impervious underground walls
US3800544 *Nov 24, 1971Apr 2, 1974Nakanishi WMethod for forming an underground wall comprising a plurality of columns in the earth and soil formation
US3839871 *May 14, 1973Oct 8, 1974Dresser IndEarthen dam repair
US4180350 *Mar 30, 1978Dec 25, 1979Early California Industries, Inc.Method for forming foundation piers
US4213653 *Apr 17, 1978Jul 22, 1980Bechtel International CorporationMethod of mining of thick seam materials
US4705431 *Dec 20, 1984Nov 10, 1987Institut Francais Du PetroleMethod for forming a fluid barrier by means of sloping drains, more especially in an oil field
US4867240 *Jan 22, 1988Sep 19, 1989Soil Jet Co., Inc.Method and apparatus for molding underground diaphragms
US5106233 *Aug 25, 1989Apr 21, 1992Breaux Louis BHazardous waste containment system
US5259705 *Dec 4, 1992Nov 9, 1993Breaux Louis BGuide box assembly system for in-ground barrier installation
US5360293 *Dec 4, 1992Nov 1, 1994Barrier Member Containment CorporationIn-ground barrier member interlocking joint and seal system
US5934840 *Oct 3, 1997Aug 10, 1999GeoconExcavation support structure
US8272811 *Mar 10, 2010Sep 25, 2012Zhengzhou U-Trust Infrastructure Rehabilitation Ltd.Process for grouting a curtain with polymer
US20110103899 *Mar 10, 2010May 5, 2011Zhengzhou Uretek Technology Ltd.Process for grouting a curtain with polymer
U.S. Classification405/267
International ClassificationE02D5/18
Cooperative ClassificationE02D5/18
European ClassificationE02D5/18