EP0441076A1 - Tubular metallic pile with means for the injection of grout nearby the pile wall - Google Patents

Tubular metallic pile with means for the injection of grout nearby the pile wall Download PDF

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Publication number
EP0441076A1
EP0441076A1 EP90403595A EP90403595A EP0441076A1 EP 0441076 A1 EP0441076 A1 EP 0441076A1 EP 90403595 A EP90403595 A EP 90403595A EP 90403595 A EP90403595 A EP 90403595A EP 0441076 A1 EP0441076 A1 EP 0441076A1
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EP
European Patent Office
Prior art keywords
injection
tube
tubular
wall
pile
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.)
Withdrawn
Application number
EP90403595A
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German (de)
French (fr)
Inventor
Yves Legendre
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.)
Entreprises Morillon Corvol Courbot SA
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Entreprises Morillon Corvol Courbot SA
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Publication date
Application filed by Entreprises Morillon Corvol Courbot SA filed Critical Entreprises Morillon Corvol Courbot SA
Publication of EP0441076A1 publication Critical patent/EP0441076A1/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/62Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/28Prefabricated piles made of steel or other metals

Definitions

  • the present invention can be used in particular in the field of anchor piles driven into the ground. Such piles are integrated into pile foundations made on land, in rivers or at sea.
  • the object of the invention is to propose a metal tubular pile equipped with an injection device of simple and robust design, capable of being installed without particular difficulty as well on micropiles, piles of small diameter (for example 600 mm ) or large diameter piles (for example 2,500 mm).
  • the invention proposes a metal tubular pile equipped with a device allowing the injection of grout in the vicinity of the wall of the tube forming the pile, of the type comprising a tubular injection pipe connected through a plurality of non-return valves to a plurality of injection orifices opening out in the vicinity of the wall of the tube and distributed along said tube, characterized in that at least one non-return valve is mounted on the injection line inside a transfer chamber communicating with at least one of said injection orifices.
  • the arrangement according to the invention of the non-return valves on the injection pipe itself makes it possible to limit the size of the openings made in the wall of the tube to that of the injection orifices proper and thus not to affect the resistance capacity of the tube.
  • the non-return valves benefit from total protection by their position inside the transfer chambers.
  • the rinsing of the valves after an injection operation is facilitated by the arrangement of the valves, thereby eliminating the risk of a cement plug forming at the inlet of the non-return valves.
  • the non-return valves consist of cuffs of elastic material, for example of elastomer, threaded on the outside of the injection pipe with regard to perforations suitably distributed along of driving.
  • the internal volume of the transfer chamber is lined with a filling material with elastic property and / or liable to fracture, for example polyurethane foam or wax.
  • the transfer chamber is provided with at least one injection orifice which does not pass through the wall of the tube.
  • the transfer chamber is delimited on at least one of its sides by a portion of the wall of the tube, said portion being provided with at least one injection orifice passing through the wall of the tube.
  • the injection pipe is divided into sections each provided with a non-return valve, said transfer chambers being pre-assembled on said sections before final association with the wall of the tube of the tubular pile.
  • the transfer chamber is produced from a tubular element crossed by the corresponding section of the injection pipe, said tubular element being welded to the wall of the tube of the pile around the injection orifice passing through said wall, and closed at its other end by a closure plate optionally pierced with another injection orifice.
  • the tubular element has at least one widened opening to allow the mounting of the injection pipe section provided with the non-return valve, said opening being closed by a connection sleeve disposed around said injection pipe.
  • the connection sleeve has an internal thread used for the assembly of two sections of the injection pipe.
  • the transfer chamber is produced from a cylindrical section of the pile tube, said section being of reduced axial extension and closed at its two ends by two plates circular sheet metal through which the corresponding section of the injection pipe passes.
  • the pile tube is obtained by fixing, for example by welding, end to end of the transfer chambers with intermediate tubular elements.
  • the tube 12 open at the bottom, has a large diameter (between 1 and 2 meters) for a length greater than 30 meters.
  • the tube 12 is pierced along a generatrix with several injection orifices 16 thus crossing the wall of the tube and intended for allow the flow of cement grout in the vicinity of the external face of the wall of the tube 12.
  • orifices 16 are regularly distributed along the tube at a spacing of several meters (in general between 3 and 5 meters) adapted to the characteristics of the stake sealing sought.
  • a variant not shown of the pile illustrated in FIG. 1 presents several (for example 2, 3 or 4) injection devices similar to device 14, distributed regularly over the internal periphery of the circular section of the tube taken perpendicular to the longitudinal axis of the latter.
  • the injection device 14 comprises an injection pipe 17 produced from a metal tube with a diameter of the order of 60 mm and on which are mounted non-return valves 18 intended to prevent the backflow of grout of cement in the pipe 17.
  • Each non-return valve is disposed inside a transfer chamber 20 communicating directly with one of the injection orifices 16 passing through the wall.
  • the lower end, if we consider FIG. 1, of the pipe 17 closed by a plug 22 is protected, in particular during the beating of the pile, by a strong sheet shield 23 with conical head, welded to the tube 12. It should be noted that the situation of the non-return valves on the injection pipe itself makes it possible to reduce the diameter of the injection orifices 16 drilled through the wall of the tube 12 to what is strictly necessary for the injection. This characteristic is advantageous in terms of the mechanical strength of the equipped tube.
  • the injection pipe equipped with the transfer chambers is mounted outside the pile, the transfer chambers being provided with orifices not not crossing the wall of the tube (the grout is injected on the outside face of the wall of the tube) and / or of holes crossing the wall of the tube (the grout is injected on the inside face of the tube).
  • FIG. 2 The enlarged partial view, illustrated in FIG. 2, of a portion of the tube 12 associated with a transfer chamber 20, makes it possible to appreciate the details of production and mounting of the various constituent elements of the injection device 14. More particularly , the section illustrated in Figure 2 is made along the common diametral plane between the tube 12 (along the axis XX ') and the pipe 17 (along the axis YY').
  • the injection pipe 17 is produced by a plurality of sections 24, 26 each carrying a non-return valve 18 constituted by a sleeve of elastomeric material such as rubber, threaded outside the line 17 to cover one or more perforations 28 formed in line 17 substantially in line with the injection orifice 16.
  • the orifice 16 is flared towards the outside of the tube 12.
  • the transfer chamber 20 made of welded sheet metal elements is fixed to the wall of the tube 12. More specifically, the envelope of the transfer chamber 20 is constituted by a tubular element 30, arranged perpendicular to the axis YY 'and closed by a plate 32 welded at 33.
  • the tubular element 30, of square, rectangular or circular, is traversed right through by the section 24 and has, at its lower part, an enlarged opening 34 allowing the mounting of the section 24 equipped with the non-return valve 18.
  • the enlarged opening 34 is closed by a sleeve of connection 36 welded at 35 to the tubular element 30.
  • the sleeve 36 is provided with an internal thread capable of receive on the one hand the threaded end of the section 24, on the other hand the threaded end of the following section 26 to carry out the assembly of the two sections of the pipe 17.
  • the upper part of the tubular element 30 is welded in 37 in the section 24, while the end of this same sleeve 30 located opposite the orifice 16 is welded at 39 on the internal wall of the tube 12 around this orifice 16. It can be noted that all the welds are carried out, without particular difficulty, from outside the transfer chamber. In a practical manner, a first step is to pre-assemble the transfer chambers and to mount them on the pipe 17, then to weld the tubular sleeves 30 on the wall of the tube 12 in line with the orifices 16 previously drilled.
  • the interior of the chamber is lined with a filling material 40 with elastic property and / or liable to fracture, such as expandable polyurethane foam or wax.
  • This lining prevents the entry of soil into the transfer chamber 20 during and after the pile driving.
  • This compressible (or fracturable) lining 40 is liable, during the injection of cement grout under pressure, to contract (or fracture) to allow, on the one hand, the cuff 18 to disengage from the wall of the tube 24, on the other hand to the grout to flow towards the orifice 16, while avoiding the formation of a grout plug after the injection either by resumption of its initial volume in the case of a compressible lining, or by the reduced dimensions of the passage offered to the grout in the case of a fracturable lining.
  • the internal volume of the transfer chamber is large enough to allow the grout, during a new injection, to make another passage in the filling material towards the corresponding injection orifice.
  • the placement in the ground of the pile according to the invention is conventionally carried out by driving the tube 12, for example by driving or vibro-driving.
  • the grout injection is then carried out using a grout injection line (not shown) equipped with two shutters, for example of the inflatable type, and lowered into line 17 so as to pressurize a portion of the pipe 17 straddling the non-return valve 18 in communication with a determined orifice 16.
  • the pressurization of this portion allows the flow of the grout through the perforation (s) 28, the valve 18 and the orifice 16 in order to seal the external wall of the tube 12 and improve the lateral friction of the latter relative to the surrounding land.
  • the injection of grout is carried out from the base of the pile, through the first orifice, then progressively going up orifice by orifice.
  • the injection pressure and the volume of grout injected are controlled by any known means.
  • the injection line is removed and the line cleaned with water.
  • the plate 32 is pierced with an injection orifice 41 allowing the injection of grout along the internal face of the wall of the tube 12 in order to improve the lateral friction of the pile on the ground plug inside the tube.
  • the invention therefore proposes inter alia a simple injection device which makes it possible, from a single non-return valve, to inject simultaneously on the external and internal faces of the wall of the tube 12.
  • the implementation of the invention allows, without difficulty, to practice successive injections at the same level of ground (the corresponding orifice 16 always remaining freely accessible) and even to modify the types of grout used (for example with the use of chemical grouts and silica gels or synthetic consolidating agents, in particular resins).
  • the resistant steel tube 52 is produced by the butt joint end, along the axis ZZ 'of the tube, transfer chambers 54 (54a to 54d) with tubular intermediate elements 56 (56a to 56d) with a length of between 3 and 5 meters.
  • the tube 52 can optionally be closed at the bottom by a shoe 58.
  • the injection pipe 60 itself made up of sections 62 (62a to 62c) assembled by threaded connections (64a to 64c), is arranged coaxially relative to the tube 52.
  • the injection pipe 60 is closed at the bottom by a plug 66, a sufficient distance being provided between the plug 66 and the first transfer chamber 54a to allow complete descent into the pipe 60 from the shutter lower of the injection line (not shown).
  • each transfer chamber contains a non-return valve 68 (68a to 68d) mounted on the injection pipe 60.
  • a section 62 of the pipe 60 carries the rubber cuff 68 constituting the non-return valve threaded on the outside of this section 62.
  • the cuff 68 covers one or more perforations 70 formed in the section 62 in line with injection orifices 72 passing through the wall of the tube 52 and arranged symmetrically with respect to the axis ZZ '(in the present case, the two orifices 72 are diametrically opposite).
  • the transfer chamber 54 is made of welded sheets from a cylindrical section 74 of the wall of the tube 52.
  • the section 74 of limited axial extension (of the order of a few decimeters) is closed (after the installation of the sleeve 68) by two circular sheet metal plates 76 and 78 welded at 80 and 82 at their peripheries, as illustrated in FIG. 4.
  • the plates 76 and 78, provided with central openings, are crossed by the section 62 and welded on this one at 84 and 86.
  • the plates 76 and 78 are welded at their peripheries to the two adjacent tubular elements 56 (for example 56a and 56b) at 88 and 90 as illustrated in FIG. 4.
  • the interior volume of the chamber 54 is lined with a filling material 92 with elastic property and / or liable to fracture such as expandable polyurethane foam or wax.
  • tubular elements 56 and the edges 74 have identical dimensions in diameter and thickness and are obtained from the same grade of steel to guarantee substantially identical resistance characteristics along the tube 52 forming the stake structure.
  • each section 62 is fitted with a rubber sleeve 68 and a transfer chamber 54.
  • the plate is welded.
  • bottom of the chamber 54a with a first tubular element 56a, itself closed by the shoe 58.
  • the threaded connection 64a is then mounted on the free end of the section 62a.
  • the other bottom plate of the chamber 54a is welded with the tubular element 56b.
  • the operation is repeated in identical sequences for the other constituent elements of the tube according to an assembly order identified in FIG. 3 by the indexing a, b, c, d ...., each new sequence starting with the screwing of the new pipe section 62 on the fitting 64 already mounted on the previous section.
  • the equipped pile illustrated in FIGS. 3 and 4 is of simple and robust structure presenting no particular difficulty during its assembly. Furthermore, the same transfer chamber is capable of supplying, from a single non-return valve, several orifices located at a determined level of the pile and distributed around its periphery.
  • the establishment and sealing of the pile 50 is carried out in a similar manner to that already described for the pile 10 and will not be described again in detail.
  • the invention is not limited to non-return valves of the rubber cuff type, but also includes the use of any other type of non-return valves located on the injection pipe (not shown), for example valves. constituted by split collars mounted on the outside of the pipe in line with the perforations allowing the passage of the grout, or valves constituted by slots with deformable lips made through the wall of the injection pipe.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The pile comprises a tubular injection pipe (17) connected via a plurality of non-return valves (18) to a plurality of injection orifices (16) traversing the wall, characterised in that at least one non-return valve (18) is mounted on the injection pipe (17) inside a transfer chamber (20) connected with the corresponding injection orifice (16). …<??>The invention is used in the field of anchoring piles for foundations on land, in rivers and/or at sea. …<IMAGE>…

Description

La présente invention est utilisable notamment dans le domaine des pieux d'ancrage enfoncés dans le sol. De tels pieux sont intégrés dans les fondations sur pieux réalisées à terre, en rivière ou en mer.The present invention can be used in particular in the field of anchor piles driven into the ground. Such piles are integrated into pile foundations made on land, in rivers or at sea.

Il est connu d'améliorer la capacité d'ancrage de pieux tubulaires métalliques en scellant, après battage, leurs parois au terrain à l'aide d'un coulis de ciment. Ce scellement permet d'augmenter sensiblement le frottement latéral du pieu par rapport au terrain et par voie de conséquence la résistance du pieu aux effets de compression et surtout de traction. Pour ce faire, on a déjà proposé des pieux tubulaires métalliques équipés d'un dispositif permettant l'injection de coulis au voisinage de la paroi du tube formant le pieu, du type comportant une conduite d'injection reliée au travers d'une pluralité de valves anti-retour à une pluralité d'orifices d'injection traversant la paroi du tube. En particulier, un dispositif décrit dans brevet FR 2.237.475 présente des valves anti-retour montées dans la paroi même du tube du pieu sans véritable protection.It is known to improve the anchoring capacity of metal tubular piles by sealing, after threshing, their walls to the ground using a cement grout. This sealing significantly increases the lateral friction of the pile with respect to the ground and consequently the resistance of the pile to the effects of compression and especially of traction. To do this, metallic tubular piles have already been proposed equipped with a device allowing the injection of grout in the vicinity of the wall of the tube forming the pile, of the type comprising an injection pipe connected through a plurality of check valves to a plurality of injection ports passing through the wall of the tube. In particular, a device described in patent FR 2,237,475 has non-return valves mounted in the same wall of the pile tube without real protection.

L'invention a pour but de proposer un pieu tubulaire métallique équipé d'un dispositif d'injection de conception simple et robuste, susceptible d'être installé sans difficulté particulière aussi bien sur des micropieux, des pieux de petit diamètre (par exemple 600 mm) ou des pieux de grand diamètre (par exemple 2.500 mm).The object of the invention is to propose a metal tubular pile equipped with an injection device of simple and robust design, capable of being installed without particular difficulty as well on micropiles, piles of small diameter (for example 600 mm ) or large diameter piles (for example 2,500 mm).

Plus particulièrement, l'invention propose un pieu tubulaire métallique équipé d'un dispositif permettant l'injection de coulis au voisinage de la paroi du tube formant le pieu, du type comportant une conduite d'injection tubulaire reliée au travers d'une pluralité de valves anti-retour à une pluralité d'orifices d'injection débouchant au voisinage de la paroi du tube et répartis le long dudit tube , caractérisé en ce qu'au moins une valve anti-retour est montée sur la conduite d'injection à l'intérieur d'une chambre de transfert communiquant avec au moins un desdits orifices d'injection.More particularly, the invention proposes a metal tubular pile equipped with a device allowing the injection of grout in the vicinity of the wall of the tube forming the pile, of the type comprising a tubular injection pipe connected through a plurality of non-return valves to a plurality of injection orifices opening out in the vicinity of the wall of the tube and distributed along said tube, characterized in that at least one non-return valve is mounted on the injection line inside a transfer chamber communicating with at least one of said injection orifices.

Il est à remarquer que la disposition selon l'invention des valves anti-retour sur la conduite d'injection elle-même, permet de limiter la dimension des ouvertures pratiquées dans la paroi du tube à celle des orifices d'injection proprement dits et ainsi de ne pas affecter la capacité de résistance du tube. Par ailleurs, les valves anti-retour bénéficient d'une protection totale par leur position à l'intérieur des chambres de transfert. Enfin le rinçage des valves à l'issue d'une opération d'injection est facilité par la disposition des valves, éliminant ainsi le risque de formation d'un bouchon de ciment à l'entrée des valves anti-retour.It should be noted that the arrangement according to the invention of the non-return valves on the injection pipe itself makes it possible to limit the size of the openings made in the wall of the tube to that of the injection orifices proper and thus not to affect the resistance capacity of the tube. In addition, the non-return valves benefit from total protection by their position inside the transfer chambers. Finally, the rinsing of the valves after an injection operation is facilitated by the arrangement of the valves, thereby eliminating the risk of a cement plug forming at the inlet of the non-return valves.

Selon un premier mode de réalisation de l'invention, les valves anti-retour sont constituées par des manchettes de matériau élastique, par exemple d'élastomère, enfilés sur l'extérieur de la conduite d'injection au regard de perforations convenablement réparties le long de la conduite. Avantageusement, le volume interne de la chambre de transfert est garni d'un matériau de remplissage à propriété élastique et/ou susceptible de se fracturer, par exemple de la mousse de polyuréthane ou de la cire.According to a first embodiment of the invention, the non-return valves consist of cuffs of elastic material, for example of elastomer, threaded on the outside of the injection pipe with regard to perforations suitably distributed along of driving. Advantageously, the internal volume of the transfer chamber is lined with a filling material with elastic property and / or liable to fracture, for example polyurethane foam or wax.

Selon un autre mode de réalisation de l'invention, la chambre de transfert est pourvue d'au moins un orifice d'injection ne traversant pas la paroi du tube.According to another embodiment of the invention, the transfer chamber is provided with at least one injection orifice which does not pass through the wall of the tube.

Selon encore un autre mode de réalisation de l'invention, la chambre de transfert est délimitée sur au moins un de ses côtés par une portion de la paroi du tube, ladite portion étant pourvue d'au moins un orifice d'injection traversant la paroi du tube. Avantageusement la conduite d'injection est partagée en tronçons munis chacun d'une valve anti-retour, lesdites chambres de transfert étant pré-assemblées sur lesdits tronçons avant association finale à la paroi du tube du pieu tubulaire.According to yet another embodiment of the invention, the transfer chamber is delimited on at least one of its sides by a portion of the wall of the tube, said portion being provided with at least one injection orifice passing through the wall of the tube. Advantageously, the injection pipe is divided into sections each provided with a non-return valve, said transfer chambers being pre-assembled on said sections before final association with the wall of the tube of the tubular pile.

Selon une première variante d'un pieu tubulaire conforme à l'invention, la chambre de transfert est réalisée à partir d'un élément tubulaire traversé par le tronçon correspondant de la conduite d'injection, ledit élément tubulaire étant soudé à la paroi du tube du pieu autour de l'orifice d'injection traversant ladite paroi, et fermé à son autre extrémité par une plaque d'obturation percée de façon optionnelle d'un autre orifice d'injection. Avantageusement, l'élément tubulaire comporte au moins une ouverture élargie pour permettre le montage du tronçon de conduite d'injection muni de la valve anti-retour, ladite ouverture étant obturée par un manchon de raccordement disposé autour de ladite conduite d'injection. De façon optionnelle, le manchon de raccordement présente un filetage intérieur utilisé pour l'assemblage de deux tronçons de la conduite d'injection. Cette première variante est particulièrement bien adaptée aux pieux tubulaires de grand diamètre.According to a first variant of a tubular pile in accordance with the invention, the transfer chamber is produced from a tubular element crossed by the corresponding section of the injection pipe, said tubular element being welded to the wall of the tube of the pile around the injection orifice passing through said wall, and closed at its other end by a closure plate optionally pierced with another injection orifice. Advantageously, the tubular element has at least one widened opening to allow the mounting of the injection pipe section provided with the non-return valve, said opening being closed by a connection sleeve disposed around said injection pipe. Optionally, the connection sleeve has an internal thread used for the assembly of two sections of the injection pipe. This first variant is particularly well suited to tubular piles of large diameter.

Selon une seconde variante d'un pieu tubulaire conforme à l'invention, la chambre de transfert est réalisée à partir d'une tranche cylindrique du tube du pieu, ladite tranche étant d'extension axiale réduite et fermée à ses deux extrémités par deux plaques de tôle circulaires traversées par le tronçon correspondant de la conduite d'injection. Avantageusement, le tube du pieu est obtenu par fixation, par exemple par soudage, bout à bout des chambres de transfert avec des éléments tubulaires intermédiaires. Cette seconde variante est particulièrement bien adaptée aux pieux tubulaires de petit diamètre.According to a second variant of a tubular pile according to the invention, the transfer chamber is produced from a cylindrical section of the pile tube, said section being of reduced axial extension and closed at its two ends by two plates circular sheet metal through which the corresponding section of the injection pipe passes. Advantageously, the pile tube is obtained by fixing, for example by welding, end to end of the transfer chambers with intermediate tubular elements. This second variant is particularly well suited to tubular piles of small diameter.

D'autres avantages et caractéristiques de l'invention apparaîtront dans la description ci-après qui se réfère aux dessins joints dans lesquels :

  • la figure 1 montre une représentation schématique en coupe axiale longitudinale d'un premier mode de réalisation d'un pieu tubulaire selon l'invention ;
  • la figure 2 montre une représentation partielle agrandie du pieu illustré à la figure 1 et dans laquelle une chambre de transfert est montrée en coupe selon le plan diamétral du pieu tubulaire passant par l'axe YY' de la conduite d'injection ;
  • la figure 3 montre une représentation schématique en coupe axiale longitudinale d'un second mode de réalisation d'un pieu tubulaire selon l'invention et ;
  • la figure 4 montre une représentation partielle agrandie du pieu illustré à la figure 3 et dans laquelle une chambre de transfert est montrée en coupe axiale.
Other advantages and characteristics of the invention will appear in the description below which refers to the accompanying drawings in which:
  • Figure 1 shows a schematic representation in longitudinal axial section of a first embodiment of a tubular pile according to the invention;
  • FIG. 2 shows an enlarged partial representation of the pile illustrated in FIG. 1 and in which a transfer chamber is shown in section along the diametrical plane of the tubular pile passing through the axis YY 'of the injection pipe;
  • FIG. 3 shows a schematic representation in longitudinal axial section of a second embodiment of a tubular pile according to the invention and;
  • Figure 4 shows an enlarged partial representation of the pile illustrated in Figure 3 and in which a transfer chamber is shown in axial section.

Le pieu tubulaire métallique 10 selon l'invention illustré en coupe longitudinale à la figure 1 comporte un tube 12 d'acier résistant formant la structure même du pieu équipé d'un dispositif 14 monté à l'intérieur du pieu et permettant l'injection de coulis de ciment (la coupe représentée à la figure 1 étant réalisée selon un plan diamétral du tube 12 passant par son axe XX'). A titre d'exemple non limitatif, le tube 12, ouvert en pied, présente un grand diamètre (entre 1 et 2 mètres) pour une longueur supérieure à 30 mètres. Le tube 12 est percé le long d'une génératrice de plusieurs orifices d'injection 16 traversant ainsi la paroi du tube et destinés à permettre l'écoulement de coulis de ciment au voisinage de la face externe de la paroi du tube 12. Ces orifices 16 sont régulièrement répartis le long du tube selon un espacement de plusieurs mètres (en général entre 3 et 5 mètres) adapté aux caractéristiques du scellement de pieu recherché. Bien entendu, sans sortir du cadre de l'invention, une variante non représentée du pieu illustré à la figure 1, présente plusieurs (par exemple 2, 3 ou 4) dispositifs d'injection analogues au dispositif 14, répartis régulièrement sur le pourtour interne de la section circulaire du tube prise perpendiculairement à l'axe longitudinal de ce dernier.The metal tubular pile 10 according to the invention illustrated in longitudinal section in FIG. 1 comprises a tube 12 of resistant steel forming the very structure of the pile equipped with a device 14 mounted inside the pile and allowing the injection of cement grout (the section shown in Figure 1 being made along a diametrical plane of the tube 12 passing through its axis XX '). By way of nonlimiting example, the tube 12, open at the bottom, has a large diameter (between 1 and 2 meters) for a length greater than 30 meters. The tube 12 is pierced along a generatrix with several injection orifices 16 thus crossing the wall of the tube and intended for allow the flow of cement grout in the vicinity of the external face of the wall of the tube 12. These orifices 16 are regularly distributed along the tube at a spacing of several meters (in general between 3 and 5 meters) adapted to the characteristics of the stake sealing sought. Of course, without departing from the scope of the invention, a variant not shown of the pile illustrated in FIG. 1, presents several (for example 2, 3 or 4) injection devices similar to device 14, distributed regularly over the internal periphery of the circular section of the tube taken perpendicular to the longitudinal axis of the latter.

Le dispositif d'injection 14 comprend une conduite d'injection 17 réalisée à partir d'un tube métallique d'un diamètre de l'ordre de 60 mm et sur laquelle sont montées des valves anti-retour 18 destinées à empêcher le reflux de coulis de ciment dans la conduite 17. Chaque valve anti-retour est disposée à l'intérieur d'une chambre de transfert 20 communiquant directement avec un des orifices d'injection 16 traversant la paroi. L'extrémité inférieure, si l'on considère la figure 1, de la conduite 17 fermée par un bouchon 22 est protégée, en particulier lors du battage du pieu, par un bouclier en tôle forte 23 à tête conique, soudé au tube 12. Il est à remarquer que la situation des valves anti-retour sur la conduite d'injection elle-même permet de réduire le diamètre des orifices d'injection 16 percés au travers de la paroi du tube 12 au strict nécessaire pour l'injection. Cette caractéristique est avantageuse au niveau de la résistance mécanique du tube équipé.The injection device 14 comprises an injection pipe 17 produced from a metal tube with a diameter of the order of 60 mm and on which are mounted non-return valves 18 intended to prevent the backflow of grout of cement in the pipe 17. Each non-return valve is disposed inside a transfer chamber 20 communicating directly with one of the injection orifices 16 passing through the wall. The lower end, if we consider FIG. 1, of the pipe 17 closed by a plug 22 is protected, in particular during the beating of the pile, by a strong sheet shield 23 with conical head, welded to the tube 12. It should be noted that the situation of the non-return valves on the injection pipe itself makes it possible to reduce the diameter of the injection orifices 16 drilled through the wall of the tube 12 to what is strictly necessary for the injection. This characteristic is advantageous in terms of the mechanical strength of the equipped tube.

Dans des variantes non représentées du pieu selon l'invention, la conduite d'injection équipée des chambres de transfert est montée à l'extérieur du pieu, les chambres de transfert étant pourvues d'orifices ne traversant pas la paroi du tube (le coulis est injecté sur la face extérieure de la paroi du tube) et/ou d'orifices traversant la paroi du tube (le coulis est injecté sur la face intérieure du tube).In variants not shown of the pile according to the invention, the injection pipe equipped with the transfer chambers is mounted outside the pile, the transfer chambers being provided with orifices not not crossing the wall of the tube (the grout is injected on the outside face of the wall of the tube) and / or of holes crossing the wall of the tube (the grout is injected on the inside face of the tube).

La vue partielle agrandie, illustrée à la figure 2, d'une portion du tube 12 associée à une chambre de transfert 20, permet d'apprécier les détails de réalisation et de montage des divers éléments constitutifs du dispositif d'injection 14. Plus particulièrement, la coupe illustrée figure 2 est réalisée selon le plan diamétral commun entre le tube 12 (selon l'axe XX') et la conduite 17 (selon l'axe YY').The enlarged partial view, illustrated in FIG. 2, of a portion of the tube 12 associated with a transfer chamber 20, makes it possible to appreciate the details of production and mounting of the various constituent elements of the injection device 14. More particularly , the section illustrated in Figure 2 is made along the common diametral plane between the tube 12 (along the axis XX ') and the pipe 17 (along the axis YY').

Comme illustré à la figure 2, la conduite d'injection 17 est réalisée par une pluralité de tronçons 24, 26 portant chacun une valve anti-retour 18 constituée par un manchette de matière élastomère telle que du caoutchouc, enfilée à l'extérieur de la conduite 17 pour recouvrir une ou plusieurs perforations 28 pratiquées dans la conduite 17 sensiblement au droit de l'orifice d'injection 16. Comme illustré sur la figure 2, l'orifice 16 est évasé vers l'extérieur du tube 12. Autour de la valve 18, et en regard de l'orifice 16, est fixée à la paroi du tube 12 la chambre de transfert 20 réalisée en éléments de tôle soudés. Plus précisément, l'enveloppe de la chambre de transfert 20 est constituée par un élément tubulaire 30, disposé perpendiculairement à l'axe YY' et fermé par une plaque 32 soudée en 33. L'élément tubulaire 30, de section carrée, rectangulaire ou circulaire, est traversé de part en part par le tronçon 24 et présente, à sa partie inférieure, une ouverture élargie 34 permettant le montage du tronçon 24 équipé de la valve anti-retour 18. L'ouverture élargie 34 est fermée par un manchon de raccordement 36 soudé en 35 à l'élément tubulaire 30. Le manchon 36 est pourvu d'un filetage interne susceptible de recevoir d'une part l'extrémité filetée du tronçon 24, d'autre part l'extrémité filetée du tronçon suivant 26 pour réaliser l'assemblage des deux tronçons de la conduite 17. La partie supérieure de l'élément tubulaire 30 est soudée en 37 au tronçon 24, tandis que l'extrêmité de ce même manchon 30 située en regard de l'orifice 16 est soudée en 39 sur la paroi interne du tube 12 autour de cet orifice 16. On peut remarquer que toutes les soudures sont effectuées, sans difficulté particulière, de l'extérieur de la chambre de transfert. D'une façon pratique, il est procédé dans un premier temps au préassemblage des chambres de transfert et à leur montage sur la conduite 17, puis au soudage des manchons tubulaires 30 sur la paroi du tube 12 au droit des orifices 16 préalablement percés.As illustrated in FIG. 2, the injection pipe 17 is produced by a plurality of sections 24, 26 each carrying a non-return valve 18 constituted by a sleeve of elastomeric material such as rubber, threaded outside the line 17 to cover one or more perforations 28 formed in line 17 substantially in line with the injection orifice 16. As illustrated in FIG. 2, the orifice 16 is flared towards the outside of the tube 12. Around the valve 18, and opposite the orifice 16, the transfer chamber 20 made of welded sheet metal elements is fixed to the wall of the tube 12. More specifically, the envelope of the transfer chamber 20 is constituted by a tubular element 30, arranged perpendicular to the axis YY 'and closed by a plate 32 welded at 33. The tubular element 30, of square, rectangular or circular, is traversed right through by the section 24 and has, at its lower part, an enlarged opening 34 allowing the mounting of the section 24 equipped with the non-return valve 18. The enlarged opening 34 is closed by a sleeve of connection 36 welded at 35 to the tubular element 30. The sleeve 36 is provided with an internal thread capable of receive on the one hand the threaded end of the section 24, on the other hand the threaded end of the following section 26 to carry out the assembly of the two sections of the pipe 17. The upper part of the tubular element 30 is welded in 37 in the section 24, while the end of this same sleeve 30 located opposite the orifice 16 is welded at 39 on the internal wall of the tube 12 around this orifice 16. It can be noted that all the welds are carried out, without particular difficulty, from outside the transfer chamber. In a practical manner, a first step is to pre-assemble the transfer chambers and to mount them on the pipe 17, then to weld the tubular sleeves 30 on the wall of the tube 12 in line with the orifices 16 previously drilled.

Par ailleurs, l'intérieur de la chambre est garni d'un matériau de remplissage 40 à propriété élastique et/ou susceptible de se fracturer, tel que la mousse de polyuréthane expensible ou de la cire. Ce garnissage interdit l'entrée de terre dans la chambre de transfert 20 pendant et après le battage du pieu. Ce garnissage 40 compressible (ou fracturable) est susceptible, lors de l'injection de coulis de ciment sous pression, de se contracter (ou se fracturer) pour permettre, d'une part à la manchette 18 de se dégager de la paroi du tube 24, d'autre part au coulis de s'écouler vers l'orifice 16, tout en évitant la formation d'un bouchon de coulis après l'injection soit par reprise de son volume initial dans le cas d'un garnissage compressible, soit par les dimensions réduites du passage offert au coulis dans le cas d'un garnissage fracturable. Il est ainsi possible de recommencer l'opération d'injection au travers de l'orifice considéré, si besoin est. De plus, en cas de la formation imprévue d'une pellicule résistante de coulis, le volume interne de la chambre de transfert est suffisamment grand pour permettre au coulis, lors d'une nouvelle injection, de se frayer un autre passage dans le matériau de garnissage vers l'orifice d'injection correspondant.Furthermore, the interior of the chamber is lined with a filling material 40 with elastic property and / or liable to fracture, such as expandable polyurethane foam or wax. This lining prevents the entry of soil into the transfer chamber 20 during and after the pile driving. This compressible (or fracturable) lining 40 is liable, during the injection of cement grout under pressure, to contract (or fracture) to allow, on the one hand, the cuff 18 to disengage from the wall of the tube 24, on the other hand to the grout to flow towards the orifice 16, while avoiding the formation of a grout plug after the injection either by resumption of its initial volume in the case of a compressible lining, or by the reduced dimensions of the passage offered to the grout in the case of a fracturable lining. It is thus possible to repeat the injection operation through the orifice in question, if necessary. In addition, in the event of an unexpected formation of a resistant grout film, the internal volume of the transfer chamber is large enough to allow the grout, during a new injection, to make another passage in the filling material towards the corresponding injection orifice.

La mise en place dans le sol du pieu selon l'invention est réalisée classiquement par foncage du tube 12, par exemple par battage ou vibro-fonçage. L'injection de coulis est ensuite réalisée à l'aide d'une ligne d'injection de coulis (non représentée) équipée de deux obturateurs, par exemple de type gonflable, et descendue dans la conduite 17 de façon à mettre sous pression une portion de la conduite 17 chevauchant la valve anti-retour 18 en communication avec un orifice 16 déterminé. La mise en pression de cette portion permet l'écoulement du coulis par la ou les perforations 28, la valve 18 et l'orifice 16 pour réaliser le scellement de la paroi externe du tube 12 et améliorer le frottement latéral de ce dernier par rapport au terrain environnant. De façon classique, l'injection de coulis est effectuée à partir du pied du pieu, par le premier orifice, puis en remontant progressivement orifice par orifice. Pendant toute l'opération, la pression d'injection et le volume de coulis injecté sont contrôlés par tous moyens connus. A la fin, la ligne d'injection est retirée et la conduite nettoyée à l'eau. Il est à noter à ce sujet que le rincage à l'eau se fait sans difficulté dans les dispositifs selon l'invention en l'absence de branchements particuliers entre les valves anti-retour et la conduite d'injection (ces branchements sont en général difficilement accessible au courant d'eau de rincage et propices à la formation de bouchons de coulis).The placement in the ground of the pile according to the invention is conventionally carried out by driving the tube 12, for example by driving or vibro-driving. The grout injection is then carried out using a grout injection line (not shown) equipped with two shutters, for example of the inflatable type, and lowered into line 17 so as to pressurize a portion of the pipe 17 straddling the non-return valve 18 in communication with a determined orifice 16. The pressurization of this portion allows the flow of the grout through the perforation (s) 28, the valve 18 and the orifice 16 in order to seal the external wall of the tube 12 and improve the lateral friction of the latter relative to the surrounding land. Conventionally, the injection of grout is carried out from the base of the pile, through the first orifice, then progressively going up orifice by orifice. During the entire operation, the injection pressure and the volume of grout injected are controlled by any known means. At the end, the injection line is removed and the line cleaned with water. It should be noted in this regard that rinsing with water is carried out without difficulty in the devices according to the invention in the absence of specific connections between the non-return valves and the injection pipe (these connections are generally hardly accessible to the rinsing water stream and suitable for the formation of grout plugs).

De façon optionnelle, la plaque 32 est perçée d'un orifice d'injection 41 permettant l'injection de coulis le long de la face interne de la paroi du tube 12 afin d'améliorer le frottement latéral du pieu sur le bouchon de terrain intérieur au tube. Ainsi donc, l'invention propose entre autres un dispositif d'injection simple qui permet à partir d'une seule valve anti-retour d'injecter simultanément sur les faces externe et interne de la paroi du tube 12.Optionally, the plate 32 is pierced with an injection orifice 41 allowing the injection of grout along the internal face of the wall of the tube 12 in order to improve the lateral friction of the pile on the ground plug inside the tube. Thus, the invention therefore proposes inter alia a simple injection device which makes it possible, from a single non-return valve, to inject simultaneously on the external and internal faces of the wall of the tube 12.

Il est à noter que la mise en oeuvre de l'invention permet, sans difficulté, de pratiquer des injections successives à un même niveau de terrain (l'orifice 16 correspondant restant toujours librement accessible) et même de modifier les types de coulis utilisés (par exemple avec l'utilisation de coulis chimiques et de gels de silice ou d'agents de consolidation synthétiques, notamment de résines).It should be noted that the implementation of the invention allows, without difficulty, to practice successive injections at the same level of ground (the corresponding orifice 16 always remaining freely accessible) and even to modify the types of grout used ( for example with the use of chemical grouts and silica gels or synthetic consolidating agents, in particular resins).

Dans le second mode de réalisation d'un pieu tubulaire métallique 50 selon l'invention illustré schématiquement en coupe longitudinale à la figure 3, le tube d'acier résistant 52, formant la structure même du pieu, est réalisé par l'assemblage bout à bout, selon l'axe ZZ' du tube, des chambres de transfert 54 (54a à 54d) avec des éléments intermédiaires tubulaires 56 (56a à 56d) d'une longueur comprise entre 3 et 5 mètres.In the second embodiment of a metal tubular pile 50 according to the invention illustrated diagrammatically in longitudinal section in FIG. 3, the resistant steel tube 52, forming the very structure of the pile, is produced by the butt joint end, along the axis ZZ 'of the tube, transfer chambers 54 (54a to 54d) with tubular intermediate elements 56 (56a to 56d) with a length of between 3 and 5 meters.

Pour ne pas surcharger la numérotation, certains éléments illustrés sur la figure 3 de façon multiple, par exemple les chambres de transfert, ont été indexés de "a" à "d" à partir du pied du tube 52. Cette indexation ne sera toutefois utilisée qu'en cas de besoin dans la suite de la description.In order not to overload the numbering, certain elements illustrated in FIG. 3 in a multiple manner, for example the transfer chambers, have been indexed from "a" to "d" from the base of the tube 52. This indexing will however not be used as necessary in the following description.

Le tube 52 peut être de façon optionnelle fermé en pied par un sabot 58. La conduite d'injection 60, elle-même constituée de tronçons 62 (62a à 62c) assemblés par des raccords filetés (64a à 64c), est disposée coaxialement par rapport au tube 52. La conduite d'injection 60 est fermée en pied par un bouchon 66, une distance suffisante étant ménagée entre le bouchon 66 et la première chambre de transfert 54a pour permettre la descente complète dans la conduite 60 de l'obturateur inférieur de la ligne d'injection (non représentée). Par ailleurs, chaque chambre de transfert contient une valve anti-retour 68 (68a à 68d) montée sur la conduite d'injection 60.The tube 52 can optionally be closed at the bottom by a shoe 58. The injection pipe 60, itself made up of sections 62 (62a to 62c) assembled by threaded connections (64a to 64c), is arranged coaxially relative to the tube 52. The injection pipe 60 is closed at the bottom by a plug 66, a sufficient distance being provided between the plug 66 and the first transfer chamber 54a to allow complete descent into the pipe 60 from the shutter lower of the injection line (not shown). Furthermore, each transfer chamber contains a non-return valve 68 (68a to 68d) mounted on the injection pipe 60.

Comme illustré à la figure 4, un tronçon 62 de la conduite 60 porte la manchette de caoutchouc 68 constituant la valve anti-retour enfilée sur l'extérieur de ce tronçon 62. La manchette 68 recouvre une ou plusieurs perforations 70 pratiquées dans le tronçon 62 au droit d'orifices d'injection 72 traversant la paroi du tube 52 et disposées de façon symétrique par rapport à l'axe ZZ' (dans le cas présent, les deux orifices 72 sont diamétralement opposés).As illustrated in FIG. 4, a section 62 of the pipe 60 carries the rubber cuff 68 constituting the non-return valve threaded on the outside of this section 62. The cuff 68 covers one or more perforations 70 formed in the section 62 in line with injection orifices 72 passing through the wall of the tube 52 and arranged symmetrically with respect to the axis ZZ '(in the present case, the two orifices 72 are diametrically opposite).

La chambre de transfert 54 est réalisée en tôles soudées à partir d'une tranche cylindrique 74 de la paroi du tube 52. La tranche 74 d'extension axiale limitée (de l'ordre de quelques décimètres) est fermée (après mise en place de la manchette 68) par deux plaques de tôle circulaires 76 et 78 soudées en 80 et 82 à leurs périphéries, comme illustrées sur la figure 4. Les plaques 76 et 78, pourvues d'ouvertures centrales, sont traversées par le tronçon 62 et soudées sur celui-ci en 84 et 86. Enfin, les plaques 76 et 78 sont soudées à leurs périphéries aux deux éléments tubulaires adjacents 56 (par exemple 56a et 56b) en 88 et 90 comme illustrées sur la figure 4. Par ailleurs, le volume intérieur de la chambre 54 est garni d'un matériau de remplissage 92 à propriété élastique et /ou susceptible de se fracturer tel que la mousse de polyuréthane expensible ou de la cire.The transfer chamber 54 is made of welded sheets from a cylindrical section 74 of the wall of the tube 52. The section 74 of limited axial extension (of the order of a few decimeters) is closed (after the installation of the sleeve 68) by two circular sheet metal plates 76 and 78 welded at 80 and 82 at their peripheries, as illustrated in FIG. 4. The plates 76 and 78, provided with central openings, are crossed by the section 62 and welded on this one at 84 and 86. Finally, the plates 76 and 78 are welded at their peripheries to the two adjacent tubular elements 56 (for example 56a and 56b) at 88 and 90 as illustrated in FIG. 4. Furthermore, the interior volume of the chamber 54 is lined with a filling material 92 with elastic property and / or liable to fracture such as expandable polyurethane foam or wax.

Il est à noter que les éléments tubulaires 56 et les tranches 74 présentent des dimensions identiques en diamètre et en épaisseur et sont obtenues à partir de la même nuance d'acier pour garantir des caractéristiques de résistance sensiblement identiques tout le long du tube 52 formant la structure du pieu.It should be noted that the tubular elements 56 and the edges 74 have identical dimensions in diameter and thickness and are obtained from the same grade of steel to guarantee substantially identical resistance characteristics along the tube 52 forming the stake structure.

L'assemblage du pieu 50 est réalisé de la façon suivante. Dans un premier temps, on équipe chaque tronçon 62 d'une manchette de caoutchouc 68 et d'une chambre de transfert 54. Après avoir fermé, par le bouchon 66, le premier tronçon 62a ainsi équipé, on réalise la soudure de la plaque de fond de la chambre 54a avec un premier élément tubulaire 56a, lui-même fermé par le sabot 58. Le raccord fileté 64a est ensuite monté sur l'extrêmité libre du tronçon 62a. Puis on réalise la soudure de l'autre plaque de fond de la chambre 54a avec l'élément tubulaire 56b. L'opération est répétée par séquences identiques pour les autres éléments constitutifs du tube suivant un ordre de montage repéré sur la figure 3 par l'indexation a,b,c,d...., chaque nouvelle séquence débutant par le vissage du nouveau tronçon de conduite 62 sur le raccord 64 déjà monté sur le précédent tronçon.The assembly of the pile 50 is carried out as follows. Firstly, each section 62 is fitted with a rubber sleeve 68 and a transfer chamber 54. After having closed, by the plug 66, the first section 62a thus equipped, the plate is welded. bottom of the chamber 54a with a first tubular element 56a, itself closed by the shoe 58. The threaded connection 64a is then mounted on the free end of the section 62a. Then, the other bottom plate of the chamber 54a is welded with the tubular element 56b. The operation is repeated in identical sequences for the other constituent elements of the tube according to an assembly order identified in FIG. 3 by the indexing a, b, c, d ...., each new sequence starting with the screwing of the new pipe section 62 on the fitting 64 already mounted on the previous section.

Il est à noter que le pieu équipé illustré aux figures 3 et 4 est de structure simple et robuste ne présentant pas de difficulté particulière lors de son assemblage. Par ailleurs, une même chambre de transfert est capable d'alimenter, à partir d'une valve anti-retour unique, plusieurs orifices situés à un niveau déterminé du pieu et répartis sur son pourtour.It should be noted that the equipped pile illustrated in FIGS. 3 and 4 is of simple and robust structure presenting no particular difficulty during its assembly. Furthermore, the same transfer chamber is capable of supplying, from a single non-return valve, several orifices located at a determined level of the pile and distributed around its periphery.

La mise en place et le scellement du pieu 50 est réalisée de façon analogue à celle déjà décrite pour le pieu 10 et ne sera pas décrite à nouveau en détail. Selon le type de casque de battage utilisé pour foncer le pieu, il peut être nécessaire de raccourcir légèrement le dernier tronçon (tronçon supérieur) de la conduite d'injection par rapport au dernier élément tubulaire.The establishment and sealing of the pile 50 is carried out in a similar manner to that already described for the pile 10 and will not be described again in detail. Depending on the type of pile driver used to drive the pile, it may it may be necessary to slightly shorten the last section (upper section) of the injection pipe compared to the last tubular element.

L'invention n'est pas limitée aux valves anti-retour de type à manchettes de caoutchouc, mais inclut également l'utilisation tout autre type de valves anti-retour localisées sur la conduite d'injection (non représentées), par exemple des valves constituées par des colliers fendus montés sur l'extérieur de la conduite au droit des perforations permettant le passage du coulis, ou des valves constituées par des fentes à lèvres déformables pratiquées au travers de la paroi de la conduite d'injection.The invention is not limited to non-return valves of the rubber cuff type, but also includes the use of any other type of non-return valves located on the injection pipe (not shown), for example valves. constituted by split collars mounted on the outside of the pipe in line with the perforations allowing the passage of the grout, or valves constituted by slots with deformable lips made through the wall of the injection pipe.

Claims (15)

Pieu tubulaire métallique équipé d'un dispositif permettant l'injection de coulis au voisinage de la paroi du tube (12, 52) formant le pieu, du type comportant une conduite d'injection tubulaire (17, 60) reliée au travers d'une pluralité de valves anti-retour (18, 68) à une pluralité d'orifices (16, 41, 72) d'injection débouchant au voisinage de la paroi du tube et répartis le long dudit tube, caractérisé en ce qu au moins une valve anti-retour (18, 68) est montée sur la conduite d'injection (17, 60) à l'intérieur d'une chambre de transfert (20, 54) communiquant avec au moins un desdits orifices d'injection (16, 41, 72).Tubular metal pile equipped with a device allowing the injection of grout in the vicinity of the wall of the tube (12, 52) forming the pile, of the type comprising a tubular injection pipe (17, 60) connected through a plurality of non-return valves (18, 68) to a plurality of injection orifices (16, 41, 72) opening out in the vicinity of the wall of the tube and distributed along said tube, characterized in that at least one valve non-return valve (18, 68) is mounted on the injection pipe (17, 60) inside a transfer chamber (20, 54) communicating with at least one of said injection orifices (16, 41 , 72). Pieu tubulaire métallique selon la revendication 1, caractérisé en ce que les valves anti-retour sont constituées par des manchettes (18, 68) de matériau élastique, par exemple d'élastomère, enfilées sur l'extérieur de la conduite d'injection (17, 60) au regard de perforations (28, 70) convenablement réparties le long de ladite conduite d'injection.Metal tubular pile according to claim 1, characterized in that the non-return valves consist of sleeves (18, 68) of elastic material, for example elastomer, threaded on the outside of the injection pipe (17 , 60) with regard to perforations (28, 70) suitably distributed along said injection pipe. Pieu tubulaire métallique selon la revendication 1, caractérisé en ce que les valves anti-retour sont constituées par des colliers fendus montés sur l'extérieur de la conduite d'injection (17, 60) au regard de perforations (28, 70) convenablement réparties le long de ladite conduite d'injection.Metallic tubular pile according to claim 1, characterized in that the non-return valves consist of split collars mounted on the outside of the injection pipe (17, 60) facing suitably distributed perforations (28, 70) along said injection line. Pieu tubulaire métallique selon la revendication 1, caractérisé en ce que les valves anti-retour sont constituées par des fentes à lèvres déformables pratiquées au travers de la paroi de la conduite d'injection.Metallic tubular pile according to claim 1, characterized in that the non-return valves consist of slots of deformable lips formed through the wall of the injection pipe. Pieu tubulaire métallique selon l'une des revendications précédentes, caractérisé en ce que le volume interne de la chambre de transfert (20, 54) est garni d'un matériau (40, 92) de remplissage à propriété élastique et/ou susceptible de se fracturer, par exemple de la mousse de polyuréthane ou de la cire.Metal tubular pile according to one of the preceding claims, characterized in that the internal volume of the transfer chamber (20, 54) is lined with a filling material (40, 92) with elastic property and / or capable of becoming fracture, for example polyurethane foam or wax. Pieu tubulaire métallique selon l'une des revendications précédentes, caractérisé en ce que lesdites chambres de transfert (20, 54) sont réalisées en éléments de tôle, par exemple tubes et/ou plaques soudées.Metallic tubular pile according to one of the preceding claims, characterized in that said transfer chambers (20, 54) are made of sheet metal elements, for example welded tubes and / or plates. Pieu tubulaire métallique selon l'une des revendications précédentes caractérisé en ce que la chambre de transfert (20) est pourvue d'au moins un orifice d'injection (41) ne traversant pas la paroi du tube (12).Metallic tubular pile according to one of the preceding claims, characterized in that the transfer chamber (20) is provided with at least one injection orifice (41) which does not pass through the wall of the tube (12). Pieu tubulaire métallique selon l'une des revendications 1 à 6, caractérisé en ce que la chambre de transfert (20, 54) est délimitée sur au moins un de ses côtés par une portion de la paroi du tube (12, 74), ladite portion (12, 74) étant pourvue d'au moins un orifice d'injection (16, 72) traversant la paroi du tube.Metal tubular pile according to one of claims 1 to 6, characterized in that the transfer chamber (20, 54) is delimited on at least one of its sides by a portion of the wall of the tube (12, 74), said portion (12, 74) being provided with at least one injection orifice (16, 72) passing through the wall of the tube. Pieu tubulaire métallique selon la revendication 8, caractérisé en ce que la conduite d'injection (17, 62) est partagée en tronçons (24-26, 62a/b/c/d) munis chacun d'une valve anti-retour (18, 68), lesdites chambres de transfert (20, 54) étant pré-assemblées sur lesdits tronçons (24-26, 62a/b/c/d) avant association finale à la paroi du tube (12, 52) du pieu tubulaire.Tubular metal pile according to claim 8, characterized in that the injection pipe (17, 62) is divided into sections (24-26, 62a / b / c / d) each provided with a non-return valve (18 , 68), said transfer chambers (20, 54) being pre-assembled on said sections (24-26, 62a / b / c / d) before final association with the wall of the tube (12, 52) of the tubular pile. Pieu tubulaire métallique selon l'une des revendications 8 et 9, caractérisé en ce que la chambre de transfert (20) est réalisée à partir d'un élément tubulaire (30) traversé par le tronçon (24) correspondant de la conduite d'injection (17), ledit élément tubulaire (30) étant soudé à une extrémité à la paroi du tube (12) du pieu autour de l'orifice d'injection (16) traversant ladite paroi du tube (12) et fermé à son autre extrémité par une plaque d'obturation (32), ladite plaque (32) étant de façon optionnelle percée d'un autre orifice d'injection (41).Tubular metal pile according to one of Claims 8 and 9, characterized in that the transfer chamber (20) is produced from an element tubular (30) traversed by the corresponding section (24) of the injection pipe (17), said tubular element (30) being welded at one end to the wall of the tube (12) of the pile around the orifice injection (16) passing through said wall of the tube (12) and closed at its other end by a closure plate (32), said plate (32) being optionally pierced with another injection orifice (41). Pieu tubulaire métallique selon la revendication 10, caractérisé en ce que l'élément tubulaire (30) comporte au moins une ouverture élargie (34) pour permettre le montage du tronçon (24) de conduite d'injection muni de la valve anti-retour (18), ladite ouverture (34) étant obturée par un manchon de raccordement (36) disposé autour de ladite conduite d'injection.Metal tubular pile according to claim 10, characterized in that the tubular element (30) has at least one enlarged opening (34) to allow the mounting of the section (24) of injection pipe provided with the non-return valve ( 18), said opening (34) being closed by a connection sleeve (36) disposed around said injection pipe. Pieu tubulaire métallique selon la revendication 11, caractérisé en ce que le manchon de raccordement (36) présente un filetage intérieur utilisé pour l'assemblage de deux tronçons (24, 26) de la conduite d'injection.Tubular metal pile according to claim 11, characterized in that the connection sleeve (36) has an internal thread used for the assembly of two sections (24, 26) of the injection pipe. Pieu tubulaire métallique selon l'une des revendications 1 à 6, caractérisé en ce que la chambre de transfert (54) est réalisée à partir d'une tranche cylindrique (74) du tube (52) du pieu, ladite tranche (74) étant d'extension axiale réduite et fermée à ses deux extrémités par deux plaques (76, 78) de tôle circulaires traversées par le tronçon (62) correspondant de la conduite d'injection (60).Metallic tubular pile according to one of claims 1 to 6, characterized in that the transfer chamber (54) is produced from a cylindrical section (74) of the tube (52) of the pile, said section (74) being axial extension reduced and closed at its two ends by two plates (76, 78) of circular sheet metal through which the corresponding section (62) of the injection pipe (60). Pieu tubulaire métallique selon la revendication 13, caractérisé en ce que le tube (52) du pieu est obtenu par la fixation, par exemple par soudage, bout à bout des chambres de transfert (54a/b/c/d) avec des éléments tubulaires intermédiaires (56a/b/c/d).Metallic tubular pile according to claim 13, characterized in that the pile tube (52) is obtained by fixing, for example by butt welding, the transfer chambers (54a / b / c / d) with tubular elements intermediaries (56a / b / c / d). Pieu tubulaire métallique selon l'une des revendications précédentes, foncé et scellé dans le sol par injection d'un coulis de ciment au voisinage de la paroi du tube formant ledit pieu.Metallic tubular pile according to one of the preceding claims, dark and sealed in the ground by injection of a cement grout in the vicinity of the wall of the tube forming said pile.
EP90403595A 1990-02-06 1990-12-14 Tubular metallic pile with means for the injection of grout nearby the pile wall Withdrawn EP0441076A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9001324A FR2657905B1 (en) 1990-02-06 1990-02-06 METALLIC TUBULAR PILE EQUIPPED WITH A DEVICE FOR INJECTING GROUT IN THE VICINITY OF THE WALL OF THE PILE.
FR9001324 1990-02-06

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EP0441076A1 true EP0441076A1 (en) 1991-08-14

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EP90403595A Withdrawn EP0441076A1 (en) 1990-02-06 1990-12-14 Tubular metallic pile with means for the injection of grout nearby the pile wall

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EP (1) EP0441076A1 (en)
AU (1) AU631479B2 (en)
FR (1) FR2657905B1 (en)

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JPH0598636A (en) * 1991-10-08 1993-04-20 Ask Kenkyusho:Kk Cylindrical shell foundation and construction method thereof
US5632575A (en) * 1994-08-30 1997-05-27 Lorenzen; Frank J. Method and apparatus for controlled pumping of bentonite around a pipe jacked tunnel
US5919004A (en) * 1997-11-20 1999-07-06 Christenson; John Method and apparatus for protective encapsulation of structural members
CN102605767A (en) * 2012-03-27 2012-07-25 浙江大学城市学院 Precast pile reserved with grouting pipe and piling process of precast pile
CN102691296B (en) * 2012-05-22 2015-02-11 广州市建筑科学研究院有限公司 Pipe pile foundation for static-pressure grouting on pile side and rotary jet grouting at pile bottom and construction method thereof
CN110593142A (en) * 2019-09-21 2019-12-20 北京凯新浩达工程技术有限公司 Bridge repairing method

Citations (2)

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FR2569816A1 (en) * 1984-08-31 1986-03-07 Soletanche DEVICE INCLUDING A VALVE FOR THE INJECTION OF GROUT AROUND A TUBULAR PILE DRIED INTO THE SOIL
FR2616508A1 (en) * 1987-06-10 1988-12-16 Soletanche Device for injecting slurry near the walls of a tubular stake driven into the ground

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FR1539176A (en) * 1967-08-03 1968-09-13 Soletanche Tie rod device intended to be anchored in the ground
IT1017641B (en) * 1974-05-31 1977-08-10 Meardi P TIE ROD FOR ANCHORING PA RATE AND SIMILAR WALLS WITH AN ACTIVE PART WITH INCREASED ADHESION AGAINST THE GROUND
FR2423591A1 (en) * 1978-04-18 1979-11-16 Sif Entreprise Bachy IMPROVEMENTS TO THE REALIZATION OF ANCHOR TIE RODS
GB8406847D0 (en) * 1984-03-16 1984-04-18 Earl & Wright Ltd Installing pile
FR2610652B1 (en) * 1987-02-09 1991-09-06 Soletanche METHOD FOR REINFORCING A TUBULAR BATTERY PILE, PIE OBTAINED BY THIS PROCESS, DEVICE FOR IMPLEMENTING THE PROCESS
FR2616463B1 (en) * 1987-06-10 1989-10-27 Soletanche METHOD AND DEVICE FOR THE INJECTION OF GROUT NEAR THE WALLS OF A TUBULAR PILE DRIVED INTO THE GROUND

Patent Citations (2)

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Publication number Priority date Publication date Assignee Title
FR2569816A1 (en) * 1984-08-31 1986-03-07 Soletanche DEVICE INCLUDING A VALVE FOR THE INJECTION OF GROUT AROUND A TUBULAR PILE DRIED INTO THE SOIL
FR2616508A1 (en) * 1987-06-10 1988-12-16 Soletanche Device for injecting slurry near the walls of a tubular stake driven into the ground

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Publication number Publication date
AU6994091A (en) 1991-08-08
US5129762A (en) 1992-07-14
FR2657905A1 (en) 1991-08-09
AU631479B2 (en) 1992-11-26
FR2657905B1 (en) 1992-04-24

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