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EP0596792B1 - Improved device for treating soil using rotating jets - Google Patents

Improved device for treating soil using rotating jets Download PDF

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Publication number
EP0596792B1
EP0596792B1 EP93402687A EP93402687A EP0596792B1 EP 0596792 B1 EP0596792 B1 EP 0596792B1 EP 93402687 A EP93402687 A EP 93402687A EP 93402687 A EP93402687 A EP 93402687A EP 0596792 B1 EP0596792 B1 EP 0596792B1
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EP
European Patent Office
Prior art keywords
tubes
string
train
jet
source
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP93402687A
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German (de)
French (fr)
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EP0596792A1 (en
Inventor
Jean-Claude Gessay
Pierre Clément
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bachy Sa
Soletanche Bachy France
Original Assignee
SIF ENTREPRISE
Sondages Injections Forages SIF Enterprise Bachy
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Publication of EP0596792A1 publication Critical patent/EP0596792A1/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Definitions

  • the invention relates to an improved device for the treatment of floors by rotary jet (s).
  • an exogenous material or grout is introduced into the terrain considered from a borehole in the form of at least one jet suitably oriented at high speed which, on its path, destructs the terrain in place, and, according to the nature of the said ground, either mixes with the constituent elements of the latter and leads, after setting, to the formation of a mortar or concrete of soil (case, for example, gravelly or sandy grounds), or replaces purely and simply the ground and leads, after setting, to the formation of a hardened grout (case, for example, clayey grounds).
  • the jet depending on the flow rate, the driving pressure and the characteristics of the terrain, have a certain radius of action.
  • the jets used can be of various types, that is to say consist of a simple grout jet, or a grout jet surrounded by an annular air jet to increase the radius of action , or a combination of a water jet surrounded by an annular air jet ensuring the destructuring of the ground and a separate grout jet, usually provided at a level lower than that of the water jet.
  • a device comprising a central for producing a cement grout supplying grout to one or more pumps connected, via a rotating joint, to a train of tubes introduced into the borehole where the jet treatment is to be carried out.
  • the tube train can be driven in translation and rotation by means of a hydraulic rotary head enclosing the upper end of the tube train, which is itself mounted on a drilling slide.
  • the pump or pumps deliver the destructuring fluid (grout or water) at pressures of the order of 200 to 700 bars or more.
  • the tube train is formed of connectable unitary tubular sections provided with suitable seals and each section can be formed of a single tube (single jet) or of several coaxial tubes (double or triple jet). Liquids (grout, water) are ejected through one or more nozzles with a diameter of 2 to 4 mm approximately.
  • the tube train sections can have a diameter of approximately 50 to 200 mm.
  • a drilling tool can also be provided, below the nozzles, at the lower end of the tube train to carry out the drilling in which the treatment will be carried out.
  • drilling can be performed beforehand by a separate device.
  • the jet treatment is started by positioning the jet device at the bottom of the borehole, driving the tube train in a rotational and translational movement towards the head of the borehole until a column of land is obtained. treated of the desired height.
  • the upper part of the train of tubes protrudes more and more relative to the surface of the ground. This poses no problem when working under normal site conditions, for example in the open air.
  • Such disassembly is however undesirable, in the case of coaxial tubes defining two or more supply channels, because it creates the risk of grout entering the air or water supply channel, which resumption of treatment damages or clogs the ejection nozzles. Also, during disassembly, it is necessary to stop the supply of fluids and there is the risk that there will then occur an untimely return of ejected grout coming to clog the nozzles.
  • the invention aims precisely to meet these needs.
  • Each flexible hose can feed a single nozzle or multiple nozzles through a distributor.
  • the flexible pipe (s) can be left free or kept in contact with or near the outside surface of the drill string or tubes, for example by fixing them in loops secured to the drill string or tubes or by inserting them into recesses provided on the drill string or tubes.
  • the device of the invention is characterized in that the drive device gives the train of rods or tubes an alternative rotational movement doubled, when desired, with a translational movement.
  • the angle of rotation in one direction, then in the other depends on the number, type, and relative positioning of the ejection nozzles.
  • the rotation angle will be 360 ° (one complete revolution) in one direction, then in the other.
  • the angle of rotation may be 180 ° (half a turn) in one direction, then in the other. The point is that all of the land surrounding the borehole where the device of the invention is placed, is treated during the alternative rotation cycle.
  • the angle of rotation may be limited so as not to voluntarily cover the entire terrain surrounding the borehole.
  • the train of tubes no longer serves as a fluid supply conduit and has only a mechanical function, namely to transmit to the nozzles the alternating and possibly translational movement that it imparts to it the drive device.
  • the train no longer needs to be hollow and the train of hollow tubes can be replaced by a train of solid rods, if desired.
  • a reel can be provided for each of the flexible pipes present to facilitate the descent of the jet device of the invention in the drilling and then its rise, thus avoiding the presence of flexible pipes scattered on the ground which could be dangerous due to the high pressure of the conveyed fluids.
  • the single figure is a schematic view of a device according to the invention.
  • a train 1 of elementary tubes 2 connected to each other, to the lower part of which is fixed a terminal element 3 equipped with two ejection nozzles 4 and 5 and a drilling tool 6.
  • the train 1 is capable of being driven in alternating rotation and / or in translation by a drive device consisting of a hydraulic rotary head 7 enclosing the upper end of the train, itself mounted on a slide 8 substantially parallel to the train of tubes.
  • the tool 6 is of a diameter greater than that of the tube train in order to provide a free annular space between said train and the drilling wall 9 produced by the tool 6 in the ground.
  • the nozzle 4 is connected by a flexible pipe 10 to a source 11 of water under high pressure, while the nozzle 5 is connected by a flexible pipe 12 to a source 13 of grout curable under high pressure.
  • reels 14 and 15, for pipes 10 and 12, respectively, are provided on the surface, for winding or unwinding the flexible pipes in order to adjust their length to the needs and prevent them from dragging on the ground, this which in the event of sudden variations in fluid pressure could cause dangerous "lashes".
  • the train 1 of tubes no longer serving as a fluid conduit (s), there is nothing to prevent it from being shortened, as necessary, during its ascent by removing the upper tube section located above the head 7.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Agronomy & Crop Science (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Soil Working Implements (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Processing And Handling Of Plastics And Other Materials For Molding In General (AREA)
  • Crushing And Pulverization Processes (AREA)
  • Treatment Of Fiber Materials (AREA)

Abstract

The invention relates to a device for treating the land by a jet comprising a string (1) of rods or tubes (2) coupled to one after another, a device (7, 8) for driving the string of rods or tubes in terms of rotation and, if desired, in terms of translation, mounted on the upper part of the said string, at least one ejection nozzle (4, 5) provided at the lower part of the said string, at least one source (11, 13) of fluid under high pressure, and a pipe connecting the source of high pressure fluid to the said nozzle, characterized in that the device for driving the string of rods or tubes imparts to the latter a reciprocating rotational movement and the feed pipe consists of a flexible hose (10, 12) connecting the said source to the said nozzle. Use in the civil engineering field. <IMAGE>

Description

L'invention concerne un dispositif perfectionné pour le traitement des sols par jet(s) rotatif(s).The invention relates to an improved device for the treatment of floors by rotary jet (s).

Le procédé de traitement des sols par jet(s) rotatif(s) est bien connu et est utilisé pour la réalisation d'éléments de renforcement sous forme de colonnes et celle d'écrans d'étanchéité dans la masse d'un terrain perméable.The process of soil treatment by rotary jet (s) is well known and is used for the production of reinforcing elements in the form of columns and that of waterproofing screens in the mass of permeable ground.

Selon ce procédé, un matériau exogène ou coulis est introduit dans le terrain considéré à partir d'un forage sous la forme d'au moins un jet convenablement orienté à grande vitesse qui, sur sa trajectoire, déstructure le terrain en place, et, selon la nature dudit terrain, soit se mélange avec les éléments constitutifs de ce dernier et conduit, après prise, à la formation d'un mortier ou béton de sol (cas, par exemple, des terrains graveleux ou sableux), soit remplace purement et simplement le terrain et conduit, après prise, à la formation d'un coulis durci (cas, par exemple, des terrains argileux). Le ou les jet(s), en fonction du débit, de la pression motrice et des caractéristiques du terrain, ont un certain rayon d'action. Si l'outil assurant la formation du jet est mis en rotation-translation lente à l'intérieur du forage, on obtient un volume plus ou moins cylindrique de terrain traité ayant pour rayon le rayon d'action du ou des jets dans les conditions considérées, et une hauteur correspondant à l'amplitude du mouvement de translation.According to this method, an exogenous material or grout is introduced into the terrain considered from a borehole in the form of at least one jet suitably oriented at high speed which, on its path, destructs the terrain in place, and, according to the nature of the said ground, either mixes with the constituent elements of the latter and leads, after setting, to the formation of a mortar or concrete of soil (case, for example, gravelly or sandy grounds), or replaces purely and simply the ground and leads, after setting, to the formation of a hardened grout (case, for example, clayey grounds). The jet (s), depending on the flow rate, the driving pressure and the characteristics of the terrain, have a certain radius of action. If the tool ensuring the formation of the jet is set in slow rotation-translation inside the borehole, a more or less cylindrical volume of treated ground is obtained having as a radius the radius of action of the jet (s) under the conditions considered. , and a height corresponding to the amplitude of the translational movement.

On comprend aisément qu'il est ainsi possible de réaliser, par cette technique de jet, des écrans d'étanchéité par la juxtaposition d'une pluralité d'éléments cylindriques (ou colonnes) de terrain ainsi traité sur une certaine hauteur, réalisés à partir d'un maillage de forages parallèles de densité telle que les éléments ou colonnes se recoupent de façon à constituer un massif continu.It is easily understood that it is thus possible to produce, by this jet technique, sealing screens by the juxtaposition of a plurality of cylindrical elements (or columns) of ground thus treated over a certain height, made from a mesh of parallel boreholes of density such that the elements or columns overlap so as to constitute a continuous solid mass.

Les jets utilisés peuvent être de divers types, c'est-à-dire être constitués d'un simple jet de coulis, ou d'un jet de coulis entouré d'un jet d'air annulaire pour en accroître le rayon d'action, ou d'une association d'un jet d'eau entouré d'un jet d'air annulaire assurant la déstructuration du terrain et d'un jet de coulis distinct, habituellement prévu à un niveau inférieur à celui du jet d'eau.The jets used can be of various types, that is to say consist of a simple grout jet, or a grout jet surrounded by an annular air jet to increase the radius of action , or a combination of a water jet surrounded by an annular air jet ensuring the destructuring of the ground and a separate grout jet, usually provided at a level lower than that of the water jet.

Pour la mise en oeuvre de ce procédé, on utilise habituellement un dispositif comprenant une centrale de production d'un coulis de ciment alimentant en coulis une ou plusieurs pompes reliées, par l'intermédiaire d'un joint tournant, à un train de tubes introduit dans le forage où doit se faire le traitement par jet. Le train de tubes peut être entraîné en translation et rotation grâce à une tête rotative hydraulique enserrant l'extrémité supérieure du train de tubes, qui est elle-même montée sur une glissière de forage. La ou les pompes délivrent le fluide déstructurant (coulis ou eau) à des pressions de l'ordre de 200 à 700 bars ou plus.For the implementation of this process, a device is usually used comprising a central for producing a cement grout supplying grout to one or more pumps connected, via a rotating joint, to a train of tubes introduced into the borehole where the jet treatment is to be carried out. The tube train can be driven in translation and rotation by means of a hydraulic rotary head enclosing the upper end of the tube train, which is itself mounted on a drilling slide. The pump or pumps deliver the destructuring fluid (grout or water) at pressures of the order of 200 to 700 bars or more.

Le train de tubes est formé de tronçons tubulaires unitaires raccordables munis de joints d'étanchéité appropriés et chaque tronçon peut être formé d'un simple tube (jet simple) ou de plusieurs tubes coaxiaux (jet double ou triple). Les liquides (coulis, eau) sont éjectés par une ou des buse(s) d'un diamètre de 2 à 4 mm environ. Les tronçons de train de tubes peuvent avoir un diamètre de 50 à 200 mm environ.The tube train is formed of connectable unitary tubular sections provided with suitable seals and each section can be formed of a single tube (single jet) or of several coaxial tubes (double or triple jet). Liquids (grout, water) are ejected through one or more nozzles with a diameter of 2 to 4 mm approximately. The tube train sections can have a diameter of approximately 50 to 200 mm.

Un outil de forage peut être prévu, en outre, au-dessous des buses, à l'extrémité inférieure du train de tubes pour réaliser le forage dans lequel s'effectuera le traitement. En variante, le forage peut être exécuté préalablement par un dispositif distinct.A drilling tool can also be provided, below the nozzles, at the lower end of the tube train to carry out the drilling in which the treatment will be carried out. Alternatively, drilling can be performed beforehand by a separate device.

En pratique le traitement par jet est commencé en positionnant le dispositif à jet au fond du forage, en entraînant le train de tubes selon un mouvement de rotation et de translation vers la tête du forage jusqu'à ce qu'on obtienne une colonne de terrain traité de la hauteur voulue. Au cours de ce mouvement de translation la partie supérieure du train de tubes saille de plus en plus par rapport à la surface du terrain. Ceci ne pose aucun problème quand on travaille dans des conditions de chantier normal, par exemple à l'air libre.In practice, the jet treatment is started by positioning the jet device at the bottom of the borehole, driving the tube train in a rotational and translational movement towards the head of the borehole until a column of land is obtained. treated of the desired height. During this translational movement the upper part of the train of tubes protrudes more and more relative to the surface of the ground. This poses no problem when working under normal site conditions, for example in the open air.

Il arrive, cependant, qu'on doive travailler dans des conditions telles (plafond de hauteur réduite, chambre de travail étroite, etc...) qu'on ne dispose pas dans l'axe du forage de la place nécessaire pour remonter suffisamment le train de tubes au cours du traitement. Dans ce cas, il faut le démonter, en cours de traitement, pour ôter le tronçon tubulaire supérieur du train.It happens, however, that we have to work in such conditions (reduced height ceiling, narrow working chamber, etc.) that we do not have in the axis of the drilling the necessary space to raise the train of tubes during processing. In this case, it must be dismantled, during processing, to remove the upper tubular section of the train.

Un tel démontage est toutefois indésirable, dans le cas de tubes coaxiaux définissant deux canaux d'alimentation ou plus, car il crée le risque que du coulis pénètre dans le canal d'amenée de l'air ou de l'eau, ce qui à la reprise du traitement endommage ou bouche les buses d'éjection. Egalement, lors du démontage, on est obligé de stopper les alimentation en fluides et on court le risque qu'il se produise alors un retour intempestif de coulis éjecté venant boucher les buses.Such disassembly is however undesirable, in the case of coaxial tubes defining two or more supply channels, because it creates the risk of grout entering the air or water supply channel, which resumption of treatment damages or clogs the ejection nozzles. Also, during disassembly, it is necessary to stop the supply of fluids and there is the risk that there will then occur an untimely return of ejected grout coming to clog the nozzles.

Il faut noter enfin que les trains de tubes coaxiaux sont, d'une manière générale, relativement coûteux.Finally, it should be noted that the coaxial tube trains are, in general, relatively expensive.

Il existe donc un besoin pour un dispositif de traitement par jet qui permettrait de travailler dans des espaces bas de plafond ou exigus sans avoir à interrompre le traitement lors d'un raccourcissement du train de tubes.There is therefore a need for a jet treatment device which would make it possible to work in low ceiling or confined spaces without having to interrupt the treatment during a shortening of the train of tubes.

Il existe également un besoin pour un dispositif à jet ne nécessitant pas l'emploi de tubes coaxiaux coûteux.There is also a need for a jet device which does not require the use of expensive coaxial tubes.

L'invention vise justement à satisfaire ces besoins.The invention aims precisely to meet these needs.

Plus particulièrement, l'invention concerne un dispositif de traitement de terrain par jet comprenant

  • un train de tiges ou tubes raccordés les uns à la suite des autres,
  • un dispositif d'entraînement du train de tiges ou tubes en rotation et, si désiré, en translation monté sur la partie supérieure dudit train,
  • au moins une buse d'éjection prévue à la partie inférieure dudit train,
  • au moins une source de fluide sous haute pression, et
  • un conduit d'alimentation reliant la source de fluide sous haute pression à ladite buse,
caractérisé en ce que :
  • le dispositif d'entraînement du train de tiges ou tubes imprime à ce dernier un mouvement de rotation alternative, et
  • le conduit d'alimentation reliant ladite source à ladite buse consiste en un tuyau flexible disposé extérieurement audit train.
More particularly, the invention relates to a device for field treatment by jet comprising
  • a string of rods or tubes connected one after the other,
  • a device for driving the train of rods or tubes in rotation and, if desired, in translation mounted on the upper part of said train,
  • at least one ejection nozzle provided at the bottom of said train,
  • at least one source of fluid under high pressure, and
  • a supply conduit connecting the source of fluid under high pressure to said nozzle,
characterized in that:
  • the device for driving the drill string or tubes gives the latter an alternating rotational movement, and
  • the supply conduit connecting said source to said nozzle consists of a flexible pipe disposed outside said train.

Le dispositif de l'invention comprendra habituellement une, deux ou trois buses d'éjection de coulis, plus éventuellement des buses à eau. Lorsque deux ou trois buses à coulis sont présentes, elle seront habituellement dirigées dans des directions différentes, à 180° (cas de deux buses) ou à 120° (cas de trois buses) l'une de l'autre.The device of the invention will usually include one, two or three grout ejection nozzles, more possibly water nozzles. When two or three grout nozzles are present, they will usually be directed in different directions, 180 ° (case of two nozzles) or 120 ° (case of three nozzles) from each other.

Chaque tuyau flexible peut alimenter une seule buse ou plusieurs buses via un distributeur.Each flexible hose can feed a single nozzle or multiple nozzles through a distributor.

Le ou les tuyaux flexibles peuvent être laissés libres ou bien maintenus au contact ou à proximité de la surface extérieure du train de tiges ou tubes, par exemple en les fixant dans des passants solidaires du train de tiges ou tubes ou en les insérant dans des renfoncements prévus sur le train de tiges ou tubes.The flexible pipe (s) can be left free or kept in contact with or near the outside surface of the drill string or tubes, for example by fixing them in loops secured to the drill string or tubes or by inserting them into recesses provided on the drill string or tubes.

Outre la présence de tuyaux flexibles, le dispositif de l'invention se caractérise par le fait que le dispositif d'entraînement imprime au train de tiges ou tubes un mouvement de rotation alternative doublé, lorsque cela est désiré, d'un mouvement de translation. L'angle de rotation dans un sens, puis dans l'autre dépend du nombre, du type, et du positionnement relatif des buses d'éjection.In addition to the presence of flexible pipes, the device of the invention is characterized in that the drive device gives the train of rods or tubes an alternative rotational movement doubled, when desired, with a translational movement. The angle of rotation in one direction, then in the other depends on the number, type, and relative positioning of the ejection nozzles.

Pour un dispositif comprenant une seule buse d'éjection de coulis, l'angle de rotation sera de 360° (un tour complet) dans un sens, puis dans l'autre. Pour un dispositif comprenant deux buses d'éjection de coulis orientées à 180° l'une de l'autre, l'angle de rotation pourra être de 180° (un demi-tour) dans un sens, puis dans l'autre. Le tout est que la totalité du terrain entourant le forage où est disposé le dispositif de l'invention, soit traitée au cours du cycle de rotation alternative.For a device comprising a single grout ejection nozzle, the rotation angle will be 360 ° (one complete revolution) in one direction, then in the other. For a device comprising two grout ejection nozzles oriented 180 ° from one another, the angle of rotation may be 180 ° (half a turn) in one direction, then in the other. The point is that all of the land surrounding the borehole where the device of the invention is placed, is treated during the alternative rotation cycle.

Dans des situations particulières, comme par exemple au voisinage d'obstacles, l'angle de rotation pourra être limité afin de ne pas couvrir volontairement la totalité du terrain entourant le forage.In particular situations, such as in the vicinity of obstacles, the angle of rotation may be limited so as not to voluntarily cover the entire terrain surrounding the borehole.

Dans le dispositif de l'invention, le train de tubes ne sert plus de conduit d'alimentation en fluide et n'a plus qu'une fonction mécanique, à savoir transmettre aux buses le mouvement de rotation alternative et éventuellement de translation que lui imprime le dispositif d'entraînement. De ce fait, le train n'a plus besoin d'être creux et on peut remplacer le train de tubes creux par un train de tiges pleines, si désiré.In the device of the invention, the train of tubes no longer serves as a fluid supply conduit and has only a mechanical function, namely to transmit to the nozzles the alternating and possibly translational movement that it imparts to it the drive device. As a result, the train no longer needs to be hollow and the train of hollow tubes can be replaced by a train of solid rods, if desired.

Lorsqu'on désire donc, pour une raison quelconque, raccourcir le train de tiges ou tubes, lors de la remontée de ce dernier, il suffit d'ôter le ou les tronçon(s) de tige ou de tube supérieur(s) dudit train, cette suppression peut facilement être effectuée sans avoir à interrompre les alimentations en fluide du fait que ces dernières sont assurées par les tuyaux flexibles. Tout risque d'obstruction des buses est ainsi évité.When it is therefore desired, for any reason, to shorten the train of rods or tubes, during the ascent of the latter, it suffices to remove the section (s) of upper rod or tube (s) from said train , this removal can easily be carried out without having to interrupt the fluid supplies because they are provided by the flexible hoses. Any risk obstruction of the nozzles is thus avoided.

De façon optionnelle mais préférée, un dévidoir peut être prévu pour chacun des tuyaux flexibles présents pour faciliter la descente du dispositif à jet de l'invention dans le forage puis sa remontée, évitant ainsi la présence de tuyaux flexibles épars sur le sol qui pourraient être dangereux en raison de la pression élevée des fluides convoyés.Optionally but preferably, a reel can be provided for each of the flexible pipes present to facilitate the descent of the jet device of the invention in the drilling and then its rise, thus avoiding the presence of flexible pipes scattered on the ground which could be dangerous due to the high pressure of the conveyed fluids.

Pour le reste, la structure et la mise en oeuvre du dispositif à jet de l'invention sont similaires à celles des dispositifs de l'art antérieur et il paraît donc tout à fait superflu de les décrire en détails.For the rest, the structure and the implementation of the jet device of the invention are similar to those of the devices of the prior art and it therefore seems entirely superfluous to describe them in detail.

La description qui va suivre, faite en regard de la figure unique annexée, fera bien comprendre la présente invention.The description which follows, made with reference to the single appended figure, will make the present invention well understood.

La figure unique est une vue schématique d'un dispositif selon l'invention.The single figure is a schematic view of a device according to the invention.

Sur cette figure est représenté un train 1 de tubes élémentaires 2 raccordés les uns aux autres, à la partie inférieure duquel est fixé un élément terminal 3 équipé de deux buses d'éjection 4 et 5 et d'un outil de forage 6.In this figure is shown a train 1 of elementary tubes 2 connected to each other, to the lower part of which is fixed a terminal element 3 equipped with two ejection nozzles 4 and 5 and a drilling tool 6.

Le train 1 est susceptible d'être entraîné en rotation alternative et/ou en translation par un dispositif d'entraînement constitué d'une tête rotative hydraulique 7 enserrant l'extrémité supérieure du train, montée elle-même sur une glissière 8 sensiblement parallèle au train de tubes. Comme le montre la figure, l'outil 6 est d'un diamètre supérieur à celui du train de tubes afin de ménager un espace annulaire libre entre ledit train et la paroi de forage 9 réalisé par l'outil 6 dans le terrain. La buse 4 est reliée par un tuyau flexible 10 à une source 11 d'eau sous pression élevée, tandis que la buse 5 est reliée par un tuyau flexible 12 à une source 13 de coulis durcissable sous pression élevée. Comme illustré, des dévidoirs 14 et 15, pour les tuyaux 10 et 12, respectivement, sont prévus en surface, pour enrouler ou dérouler les tuyaux flexibles afin d'ajuster leur longueur aux besoins et éviter qu'ils ne traînent sur le sol, ce qui en cas de variations brusques de la pression du fluide pourrait causer de dangereux "coups de fouet".The train 1 is capable of being driven in alternating rotation and / or in translation by a drive device consisting of a hydraulic rotary head 7 enclosing the upper end of the train, itself mounted on a slide 8 substantially parallel to the train of tubes. As shown in the figure, the tool 6 is of a diameter greater than that of the tube train in order to provide a free annular space between said train and the drilling wall 9 produced by the tool 6 in the ground. The nozzle 4 is connected by a flexible pipe 10 to a source 11 of water under high pressure, while the nozzle 5 is connected by a flexible pipe 12 to a source 13 of grout curable under high pressure. As illustrated, reels 14 and 15, for pipes 10 and 12, respectively, are provided on the surface, for winding or unwinding the flexible pipes in order to adjust their length to the needs and prevent them from dragging on the ground, this which in the event of sudden variations in fluid pressure could cause dangerous "lashes".

Le train 1 de tubes ne servant plus de conduit à fluide(s), rien ne s'oppose à ce qu'on le raccourcisse, selon le besoin, lors de sa remontée en ôtant le tronçon de tube supérieur situé au-dessus de la tête 7.The train 1 of tubes no longer serving as a fluid conduit (s), there is nothing to prevent it from being shortened, as necessary, during its ascent by removing the upper tube section located above the head 7.

Il va de soi que le mode de réalisation décrit n'est qu'un exemple et que l'on pourrait le modifier, notamment par substitution d'équivalents techniques, sans sortir pour cela du cadre de l'invention comme définie dans les revendications.It goes without saying that the embodiment described is only an example and that it could be modified, in particular by substitution of technical equivalents, without departing from the scope of the invention as defined in the claims.

Claims (2)

  1. Jet device for treating the soil, comprising
    - a string (1) of rods or tubes (2) connected one after another,
    - a device (7,8) for driving the string of rods or tubes in terms of rotation and, if desired, in terms of translation, mounted on the upper part of the said string,
    - at least one ejection nozzle (4,5) provided at the lower part of the said string,
    - at least one source (11,13) of fluid under high pressure, and
    - a supply pipe joining the source of fluid under high pressure to the said nozzle,
    characterized in that :
    - the device for driving the string of rods or tubes imparts an alternating rotational movement to the latter, and
    - the supply pipe joining the said source to the said nozzle consists of a hose (10,12) arranged outside the said string (1).
  2. Device according to Claim 1, characterized in that it further includes a pay-out device (14,15) associated with each hose.
EP93402687A 1992-11-03 1993-11-02 Improved device for treating soil using rotating jets Expired - Lifetime EP0596792B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9213154 1992-11-03
FR9213154A FR2697551B1 (en) 1992-11-03 1992-11-03 Improved device for the treatment of soils by rotary jet (s).

Publications (2)

Publication Number Publication Date
EP0596792A1 EP0596792A1 (en) 1994-05-11
EP0596792B1 true EP0596792B1 (en) 1996-09-04

Family

ID=9435132

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93402687A Expired - Lifetime EP0596792B1 (en) 1992-11-03 1993-11-02 Improved device for treating soil using rotating jets

Country Status (12)

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EP (1) EP0596792B1 (en)
JP (1) JP3215560B2 (en)
AT (1) ATE142295T1 (en)
AU (1) AU668769B2 (en)
DE (1) DE69304486T2 (en)
DK (1) DK0596792T3 (en)
FR (1) FR2697551B1 (en)
GR (1) GR3020980T3 (en)
HK (1) HK7097A (en)
MY (1) MY109443A (en)
SG (1) SG44466A1 (en)
TW (1) TW234727B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2768174B1 (en) 1997-09-05 1999-12-10 Sol Comp Du DRILL STEM TRAIN
BE1018515A3 (en) * 2009-03-30 2011-02-01 Dredging Int METHOD AND APPARATUS FOR STABILIZING GROUND PRINCIPALLY OF SLUDGE AND / OR RELATED MATERIALS
AU2019476705B2 (en) * 2019-11-26 2023-11-09 Polymer Technologies Worldwide, Inc. Mixing device for silt fine soil
CN113818427B (en) * 2021-11-08 2022-07-01 中铁隧道集团一处有限公司 Hard sand layer steel pipe pile sinking assisting device and method utilizing high-pressure water jet

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1831209A (en) * 1927-11-02 1931-11-10 Western Foundation Company Method of and apparatus for making cast-in-place piles
US4619556A (en) * 1983-11-14 1986-10-28 Parra Ernest P Method and apparatus for severing a tubular member
GB2158486B (en) * 1984-05-09 1987-09-23 Nit Co Ltd A method and apparatus for forming an underground solidification structure
FR2701973B1 (en) * 1993-02-22 1995-04-07 Sif Airlock installation for soil treatment device by rotary jet (s).

Also Published As

Publication number Publication date
HK7097A (en) 1997-01-24
JPH06280249A (en) 1994-10-04
AU668769B2 (en) 1996-05-16
TW234727B (en) 1994-11-21
SG44466A1 (en) 1997-12-19
EP0596792A1 (en) 1994-05-11
FR2697551A1 (en) 1994-05-06
GR3020980T3 (en) 1996-12-31
DE69304486D1 (en) 1996-10-10
DK0596792T3 (en) 1996-10-07
MY109443A (en) 1997-01-31
ATE142295T1 (en) 1996-09-15
AU5038893A (en) 1994-05-19
FR2697551B1 (en) 1994-12-09
DE69304486T2 (en) 1997-03-13
JP3215560B2 (en) 2001-10-09

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