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EP1146173A1 - Apparatus for producing drilled piles - Google Patents

Apparatus for producing drilled piles Download PDF

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Publication number
EP1146173A1
EP1146173A1 EP01400915A EP01400915A EP1146173A1 EP 1146173 A1 EP1146173 A1 EP 1146173A1 EP 01400915 A EP01400915 A EP 01400915A EP 01400915 A EP01400915 A EP 01400915A EP 1146173 A1 EP1146173 A1 EP 1146173A1
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EP
European Patent Office
Prior art keywords
auger
dip tube
tube
core
integral
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.)
Granted
Application number
EP01400915A
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German (de)
French (fr)
Other versions
EP1146173B1 (en
Inventor
David Sherwood
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.)
Compagnie du Sol SARL
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Compagnie du Sol SARL
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Publication of EP1146173A1 publication Critical patent/EP1146173A1/en
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Publication of EP1146173B1 publication Critical patent/EP1146173B1/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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/36Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil

Definitions

  • the subject of the present invention is a machine for production of auger type bored piles.
  • the invention relates to a machine which simultaneously allows the drilling of a cylindrical excavation in the ground and filling this excavation with grout or concrete to finally get a stake molded into the excavated soil.
  • FIG. 1 there is shown a machine auger type drilling for making molded piles.
  • This machine comprises a platform 10 preferably mounted on a track 12 on which is articulated a guide mast 14 which, in the position of work, is vertical.
  • the mast 14 carries on one of its faces slides vertical 16 for guiding in translation a carriage 18.
  • This carriage 18 carries a rotation head 20 which cooperates with a hollow auger 22 consisting of a hollow core 24 and at least one propeller-shaped blade 26.
  • the rotation head 22 is used to rotate the auger 22, which causes it to sink into the ground by screwing and therefore the drilling the well.
  • the auger 22 is hollow, it is possible after drilling the well, inject grout or concrete into it to build the stake as the auger exits the well.
  • the height of mast 14 and height H of auger 22 are always limited to a value of the order of 20 meters. However, in some sites, it is desirable to be able to drill and make molded piles whose depth is around 25 meters.
  • a major drawback of such a system is the way whose concrete is introduced into the borehole to make the pile.
  • the concrete comes out directly at the lower open end 24a of the hollow core auger.
  • the displacement of this lower end 24a using the carriage 18 is delicate and the risk is that this lower end is not found above the concrete gradually filling the drilled well.
  • This discontinuity is accompanied by a risk of localized landslide of the land in which the well has just been drilled and very significantly alter the mechanical strength of the pile which will thus be produced.
  • An object of the present invention is to provide such drilling machine meeting these two requirements simultaneously.
  • the actuator means comprise a annular body surrounding the dip tube and integral in translation with the upper end of the extension tube and an annular movable part surrounding the dip tube and integral in translation with the end upper part of the dip tube.
  • the machine further comprises a tube plunger 36 which is slidably mounted in the hollow core 24 of the auger and in the Kelly 28.
  • the dip tube 36 has a lower end 36a and an upper end 36b which is connected to the pipe 32 supply concrete or grout to the dip tube 36.
  • the upper end 28b of the Kelly is connected to an annular cylinder 38 which is interposed between the end upper 28b of the Kelly and the upper end 36b of the dip tube.
  • This annular cylinder 38 which surrounds the upper part of the dip tube consists of an annular body 40 which surrounds the dip tube 36 and which is integral in translation with the upper end 28b of the Kelly but, preferably free relative to the latter in rotation.
  • the body 40 of the jack ring 38 is connected to a pipe 42 for supplying fluid under pressure to control the jack 38.
  • the latter also comprises an annular movable part 44 which surrounds the dip tube 36 and of which the upper end 44a is connected and secured to the end upper 36b of the dip tube by means of joining 46 which join the movable part of the cylinder in translation with the dip tube but which is preferably free to rotate.
  • the joining system 46 constitutes at the same time a rotating joint for the concrete supply line 32 of the dip tube 36.
  • any position of the assembly constituted by the auger 22 and the Kelly 28 to define for the dip tube 36 a retracted position (figure 3a) in which the end 36a of the dip tube is set back by relative to the lower end 24a of the auger core and a position output shown in Figure 3b.
  • the cylinder body annular 40 is supplied with pressurized fluid, which causes the rise of the dip tube relative to the assembly constituted by the auger and Kelly.
  • the dip tube is lowered relative to the assembly constituted by the auger and the Kelly and its lower end 36a protrudes out of the lower end 24a of the auger core.
  • the dip tube In this position, it is possible to control, by the dip tube, the injection of concrete in the well previously drilled by the auger 22.
  • the side wall of the dip tube is provided with injection orifices such than 50.
  • the orifices 50 are located at a controlled depth h 'below the lower end 24a of the auger, which keeps the injection ports 50 below of the free level of the concrete gradually filling the drilled well.
  • the lower end 36a As is also known per se, it is possible to equip the lower end 36a with a drilling tool which facilitates the action auger when drilling the well.
  • the dip tube 36 is coupled in rotation with the auger 22 and Kelly 28. This is made possible by the presence of the rotating joint 46 making the connection between the supply line 32 and the dip tube 36.

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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)
  • Earth Drilling (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
  • Soil Working Implements (AREA)
  • Bakery Products And Manufacturing Methods Therefor (AREA)
  • Paper (AREA)
  • Compression-Type Refrigeration Machines With Reversible Cycles (AREA)

Abstract

The machine, mounted on a preferably tracked platform (10), consists of a vertical mast (14) with an auger (22) having a hollow core and at least one spiral vane rotated by a drive head (20). An extension tube (28) is fitted to the top of the auger, and a plunger tube (36) goes inside it to deliver wet concrete from a feed pipe (32) into the hole made by the auger. An annular power cylinder (38) has one end joined to the top of the extension tube and its other end connected to the top of the plunger tube.

Description

La présente invention a pour objet une machine pour la réalisation de pieux forés du type à tarière.The subject of the present invention is a machine for production of auger type bored piles.

De façon plus précise, l'invention concerne une machine qui permet simultanément le forage d'une excavation cylindrique dans le sol et le remplissage de cette excavation à l'aide de coulis ou de béton pour obtenir finalement un pieu moulé dans le sol excavé.More specifically, the invention relates to a machine which simultaneously allows the drilling of a cylindrical excavation in the ground and filling this excavation with grout or concrete to finally get a stake molded into the excavated soil.

Sur la figure 1 annexée, on a représenté une machine de forage du type à tarière pour la réalisation de pieux moulés. Cette machine comporte une plate-forme 10 de préférence montée sur chenille 12 sur laquelle est articulé un mât de guidage 14 qui, en position de travail, est vertical. Le mât 14 porte sur une de ses faces des glissières verticales 16 pour guider en translation un chariot 18. Ce chariot 18 porte une tête de mise en rotation 20 qui coopère avec une tarière creuse 22 constituée par une âme creuse 24 et au moins une pale en forme d'hélice 26. La tête de mise en rotation 22 sert à la mise en rotation de la tarière 22, ce qui provoque son enfoncement dans le sol par vissage et donc la réalisation du puits de forage. La tarière 22 étant creuse, il est possible après le forage du puits d'injecter dans celui-ci du coulis ou du béton pour réaliser le pieu au fur et à mesure de la sortie de la tarière hors du puits.In Figure 1 attached, there is shown a machine auger type drilling for making molded piles. This machine comprises a platform 10 preferably mounted on a track 12 on which is articulated a guide mast 14 which, in the position of work, is vertical. The mast 14 carries on one of its faces slides vertical 16 for guiding in translation a carriage 18. This carriage 18 carries a rotation head 20 which cooperates with a hollow auger 22 consisting of a hollow core 24 and at least one propeller-shaped blade 26. The rotation head 22 is used to rotate the auger 22, which causes it to sink into the ground by screwing and therefore the drilling the well. The auger 22 is hollow, it is possible after drilling the well, inject grout or concrete into it to build the stake as the auger exits the well.

Pour des raisons à la fois d'encombrement lors des déplacements de la machine et pour des raisons de construction, la hauteur du mât 14 et la hauteur H de la tarière 22 sont toujours limitées à une valeur de l'ordre de 20 mètres. Or, dans certains chantiers, il est souhaitable de pouvoir forer et réaliser des pieux moulés dont la profondeur est de l'ordre de 25 mètres.For reasons of both congestion during movement of the machine and for construction reasons, the height of mast 14 and height H of auger 22 are always limited to a value of the order of 20 meters. However, in some sites, it is desirable to be able to drill and make molded piles whose depth is around 25 meters.

Pour permettre la réalisation de tels pieux, on a déjà proposé d'adjoindre à la partie supérieure de la tarière 22 un tube prolongateur 28 ultérieurement appelé Kelly. Le Kelly 28 de longueur h est solidarisé en rotation et en translation à l'extrémité supérieure de la tarière et l'extrémité supérieure 28b du Kelly 28 est raccordée par un joint tournant 30 à une conduite 32 d'amenée de béton. On comprend qu'ainsi la profondeur du pieu réalisable est égale à H + h, ce qui donne une profondeur de l'ordre de 25 mètres. Il faut préciser que la tête de mise en rotation 20 peut aussi bien coopérer avec l'âme 24 de la tarière qu'avec le Kelly 28.To allow the realization of such piles, we have already proposed add an extension tube 28 to the upper part of the auger 22 later called Kelly. The Kelly 28 of length h is joined in rotation and translation at the upper end of the auger and the end upper 28b of Kelly 28 is connected by a rotating joint 30 to a concrete supply line 32. We understand that thus the depth of the achievable stake is equal to H + h, which gives a depth of order 25 meters. It should be noted that the rotation head 20 can also cooperate well with the auger core 24 than with the Kelly 28.

Un inconvénient majeur d'un tel système réside dans la façon dont le béton est introduit dans le forage pour la réalisation du pieu. Le béton sort directement à l'extrémité ouverte inférieure 24a de l'âme creuse de la tarière. Le déplacement de cette extrémité inférieure 24a à l'aide du chariot 18 est délicat et le risque est que cette extrémité inférieure ne se retrouve au-dessus du béton remplissant au fur et à mesure le puits foré. Cette discontinuité s'accompagne d'un risque d'éboulement localisé du terrain dans lequel le puits vient d'être foré et d'altérer très significativement la résistance mécanique du pieu qui sera ainsi réalisé.A major drawback of such a system is the way whose concrete is introduced into the borehole to make the pile. The concrete comes out directly at the lower open end 24a of the hollow core auger. The displacement of this lower end 24a using the carriage 18 is delicate and the risk is that this lower end is not found above the concrete gradually filling the drilled well. This discontinuity is accompanied by a risk of localized landslide of the land in which the well has just been drilled and very significantly alter the mechanical strength of the pile which will thus be produced.

Par ailleurs, on connaít par le brevet français 2 566 813 au nom de Solétanche une machine de forage par tarière qui permet d'éviter l'inconvénient mentionné ci-dessus. Cette tarière à âme creuse est équipée d'un tube monté coulissant dans l'âme creuse de la tarière, ce tube étant le plus souvent appelé tube plongeur. Ce tube est en positon rentrée dans la tarière lors du forage du puits et son extrémité inférieure est déplacée pour faire saillie à l'extrémité inférieure de la tarière lorsque l'on remonte celle-ci pour permettre l'injection du béton dans le puits foré. Cette technique permet d'assurer la bonne qualité du pieu réalisé et notamment la continuité de l'injection du béton sur toute la hauteur du forage.Furthermore, we know from French patent 2,566,813 in the name of Solétanche an auger drilling machine which avoids the disadvantage mentioned above. This hollow core auger is fitted with a tube mounted sliding in the hollow core of the auger, this tube being most often called dip tube. This tube is in position retracted into the auger when drilling the well and its lower end is moved to protrude from the lower end of the auger when it is raised to allow the injection of concrete into the drilled well. This technique ensures the good quality of the pile produced and notably the continuity of the concrete injection over the entire height of the drilling.

On comprend qu'il existe un réel besoin de disposer d'une machine de forage par tarière pour la réalisation de pieux moulés qui permette à la fois la réalisation de pieux de profondeur accrue et l'obtention de pieux de grande qualité et notamment présentant une grande continuité de sa structure en béton.We understand that there is a real need to have a auger drilling machine for making molded piles which allows both the creation of piles of increased depth and obtaining high quality piles and in particular having a great continuity of its concrete structure.

Un objet de la présente invention est de fournir une telle machine de forage répondant simultanément à ces deux exigences.An object of the present invention is to provide such drilling machine meeting these two requirements simultaneously.

Pour atteindre ce but, selon l'invention, la machine de forage pour la réalisation de pieux forés comprend :

  • des moyens de guidage vertical ;
  • une tête de mise en rotation mobile par rapport auxdits moyens de guidage vertical ;
  • une tarière comportant une âme creuse et au moins une pale en forme d'hélice, ladite âme ayant une extrémité supérieure et une extrémité inférieure ouverte ;
  • un tube prolongateur dont l'extrémité inférieure est solidaire de l'extrémité supérieure de l'âme de la tarière, ladite tête de mise en rotation coopérant avec ledit tube prolongateur pour la mise en rotation de l'ensemble constitué par la tarière et le tube prolongateur ;
  • un tube plongeur monté coulissant dans l'âme creuse de la tarière et le tube prolongateur, le tube plongeur ayant une extrémité supérieure raccordée à une conduite d'alimentation en béton ;
  • des moyens formant vérin ayant une première extrémité solidaire en translation de l'extrémité supérieure dudit tube prolongateur et une deuxième extrémité solidaire en translation de l'extrémité supérieure dudit tube plongeur ; et
  • des moyens pour commander les moyens formant vérin, par quoi la position relative de l'extrémité inférieure dudit tube plongeur peut être modifiée par rapport à la position de l'extrémité inférieure de l'âme de ladite tarière.
To achieve this object, according to the invention, the drilling machine for producing bored piles comprises:
  • vertical guide means;
  • a rotating head movable relative to said vertical guide means;
  • an auger having a hollow core and at least one propeller-shaped blade, said core having an upper end and an open lower end;
  • an extension tube, the lower end of which is secured to the upper end of the auger core, said rotation head cooperating with said extension tube for rotation of the assembly constituted by the auger and the tube extender;
  • a dip tube mounted to slide in the hollow core of the auger and the extension tube, the dip tube having an upper end connected to a concrete supply pipe;
  • actuator means having a first end integral in translation with the upper end of said extension tube and a second end integral in translation with the upper end of said dip tube; and
  • means for controlling the means forming a jack, whereby the relative position of the lower end of said dip tube can be modified relative to the position of the lower end of the core of said auger.

On comprend que grâce au fait que l'âme creuse de la tarière est prolongée par un tube prolongateur ou Kelly, on peut réaliser des pieux de profondeur accrue sensiblement de la longueur de Kelly. On voit également que la mise en place d'un tube plongeur mobile dans l'ensemble constitué par l'âme creuse de la tarière et le Kelly permet de bénéficier de tous les avantages d'un tube plongeur quant à la maítrise de l'injection du béton ou du coulis à l'intérieur du puits foré en vue d'obtenir le pieu.We understand that thanks to the fact that the hollow core of the auger is extended by an extension tube or Kelly, we can make piles of depth increased substantially the length of Kelly. We see also that the placement of a movable dip tube in the assembly formed by the hollow core of the auger and the Kelly allows benefit from all the advantages of a dip tube as regards the control of injecting concrete or grout into the drilled well to obtain the stake.

De préférence, les moyens formant vérin comprennent un corps annulaire entourant le tube plongeur et solidaire en translation de l'extrémité supérieure du tube prolongateur et une partie mobile annulaire entourant le tube plongeur et solidaire en translation de l'extrémité supérieure du tube plongeur.Preferably, the actuator means comprise a annular body surrounding the dip tube and integral in translation with the upper end of the extension tube and an annular movable part surrounding the dip tube and integral in translation with the end upper part of the dip tube.

On comprend que grâce à la présence du vérin annulaire, il est possible de contrôler avec précision la position de l'extrémité inférieure du tube plongeur par rapport à l'extrémité inférieure de l'âme creuse de la tarière, ce qui permet d'obtenir une grande qualité de l'injection du béton dans le puits foré au fur et à mesure de la remontée de la tarière et du Kelly malgré la présence de ce dernier. De plus, l'utilisation d'un vérin annulaire entourant le tube plongeur permet d'éviter l'introduction d'un désaxement entre le tube plongeur d'une part et le Kelly et la tarière d'autre part. We understand that thanks to the presence of the annular cylinder, it is possible to precisely control the position of the lower end of the dip tube relative to the lower end of the hollow core of the auger, which provides a high quality of concrete injection in the well drilled as the auger and Kelly despite the latter's presence. In addition, the use of a jack ring surrounding the dip tube avoids the introduction of a misalignment between the dip tube on the one hand and the Kelly and the auger on the other hand.

D'autres caractéristiques et avantages de l'invention apparaítront mieux à la lecture de la description qui suit de plusieurs modes de réalisation de l'invention donnés à titre d'exemples non limitatifs. La description se réfère aux figures annexées sur lesquelles :

  • la figure 1 déjà décrite montre une machine de réalisation connue de pieux forés de profondeur accrue ;
  • la figure 2 est une vue en élévation de l'ensemble de la machine de forage selon l'invention ;
  • la figure 3a est une vue partielle de la figure 2 montrant le tube plongeur en position rentrée ;
  • la figure 3b est une vue analogue à la figure 3a montrant le tube plongeur en position sortie ; et
  • la figure 4 est une vue de l'ensemble de la machine à la fin de la réalisation du forage.
  • Other characteristics and advantages of the invention will appear better on reading the following description of several embodiments of the invention given by way of non-limiting examples. The description refers to the appended figures in which:
  • FIG. 1, already described, shows a known machine for making bored piles of increased depth;
  • Figure 2 is an elevational view of the entire drilling machine according to the invention;
  • Figure 3a is a partial view of Figure 2 showing the dip tube in the retracted position;
  • Figure 3b is a view similar to Figure 3a showing the dip tube in the extended position; and
  • Figure 4 is a view of the entire machine at the end of the drilling.
  • En se référant tout d'abord aux figures 2 et 3, on va décrire un mode préféré de réalisation de la machine de forage.Referring first to Figures 2 and 3, we will describe a preferred embodiment of the drilling machine.

    Sur les figures 2, on retrouve la plate-forme 10 avec son mât vertical de guidage 14 de la tête de mise en rotation 20 ainsi que la tarière creuse 22 dont l'âme creuse 24 est raccordée en translation et rotation à l'extrémité inférieure 28a du Kelly 28. La liaison mécanique entre l'âme de la tarière et le Kelly est de toute nature convenable pour permettre la transmission de la rotation et du déplacement de la tête de rotation 20 depuis le Kelly 28 jusqu'à l'âme 24 de la tarière 22. Sur la figure 3b, on a représenté par 34 ces moyens de liaison mécanique.In Figures 2, we find the platform 10 with its mast vertical guide 14 of the rotation head 20 as well as the auger hollow 22 whose hollow core 24 is connected in translation and rotation to the lower end 28a of the Kelly 28. The mechanical connection between the soul of the auger and the Kelly is of any kind suitable to allow the transmission of rotation and displacement of the rotation head 20 from the Kelly 28 to the core 24 of the auger 22. In FIG. 3b, we have represented by 34 these mechanical connection means.

    Selon l'invention, la machine comporte en outre un tube plongeur 36 qui est monté coulissant dans l'âme creuse 24 de la tarière et dans le Kelly 28. Le tube plongeur 36 comporte une extrémité inférieure 36a et une extrémité supérieure 36b qui est raccordée à la conduite 32 d'alimentation en béton ou en coulis du tube plongeur 36. Comme le montre mieux la figure 3a, l'extrémité supérieure 28b du Kelly est raccordée à un vérin annulaire 38 qui est interposé entre l'extrémité supérieure 28b du Kelly et l'extrémité supérieure 36b du tube plongeur. Ce vérin annulaire 38 qui entoure la partie supérieure du tube plongeur est constitué par un corps annulaire 40 qui entoure le tube plongeur 36 et qui est solidaire en translation de l'extrémité supérieure 28b du Kelly mais, de préférence, libre par rapport à celui-ci en rotation. Le corps 40 du vérin annulaire 38 est raccordé à une conduite 42 d'alimentation en fluide sous pression pour commander le vérin 38. Ce dernier comporte également une partie mobile annulaire 44 qui entoure le tube plongeur 36 et dont l'extrémité supérieure 44a est raccordée et solidarisée avec l'extrémité supérieure 36b du tube plongeur par l'intermédiaire de moyens de solidarisation 46 qui solidarisent la partie mobile du vérin en translation avec le tube plongeur mais qui est libre de préférence en rotation. De préférence également, le système de solidarisation 46 constitue en même temps un joint tournant pour la conduite 32 d'alimentation en béton du tube plongeur 36.According to the invention, the machine further comprises a tube plunger 36 which is slidably mounted in the hollow core 24 of the auger and in the Kelly 28. The dip tube 36 has a lower end 36a and an upper end 36b which is connected to the pipe 32 supply concrete or grout to the dip tube 36. As the best shown in Figure 3a, the upper end 28b of the Kelly is connected to an annular cylinder 38 which is interposed between the end upper 28b of the Kelly and the upper end 36b of the dip tube. This annular cylinder 38 which surrounds the upper part of the dip tube consists of an annular body 40 which surrounds the dip tube 36 and which is integral in translation with the upper end 28b of the Kelly but, preferably free relative to the latter in rotation. The body 40 of the jack ring 38 is connected to a pipe 42 for supplying fluid under pressure to control the jack 38. The latter also comprises an annular movable part 44 which surrounds the dip tube 36 and of which the upper end 44a is connected and secured to the end upper 36b of the dip tube by means of joining 46 which join the movable part of the cylinder in translation with the dip tube but which is preferably free to rotate. Of preferably also, the joining system 46 constitutes at the same time a rotating joint for the concrete supply line 32 of the dip tube 36.

    On comprend que grâce à la présence du vérin annulaire 40, il est possible pour toute position de l'ensemble constitué par la tarière 22 et le Kelly 28 de définir pour le tube plongeur 36 une position rentrée (figure 3a) dans laquelle l'extrémité 36a du tube plongeur est en retrait par rapport à l'extrémité inférieure 24a de l'âme de la tarière et une position sortie représentée sur la figure 3b. Dans le premier cas, le corps du vérin annulaire 40 est alimenté en fluide sous pression, ce qui provoque la remontée du tube plongeur par rapport à l'ensemble constitué par la tarière et le Kelly. En revanche, lorsque l'alimentation du corps 40 de vérin est interrompue, le tube plongeur est abaissé par rapport à l'ensemble constitué par la tarière et le Kelly et son extrémité inférieure 36a fait saillie hors de l'extrémité inférieure 24a de l'âme de la tarière. Dans cette position, il est possible de contrôler, par le tube plongeur, l'injection de béton dans le puits préalablement foré par la tarière 22. Pour cela, comme c'est en soi connu, de préférence à proximité de son extrémité inférieure 36a, la paroi latérale du tube plongeur est munie d'orifices d'injection tels que 50. En position d'injection, les orifices 50 se trouvent à une profondeur contrôlée h' en dessous de l'extrémité inférieure 24a de la tarière, ce qui permet de maintenir les orifices d'injection 50 en dessous du niveau libre du béton remplissant petit à petit le puits foré.We understand that thanks to the presence of the annular cylinder 40, it is possible for any position of the assembly constituted by the auger 22 and the Kelly 28 to define for the dip tube 36 a retracted position (figure 3a) in which the end 36a of the dip tube is set back by relative to the lower end 24a of the auger core and a position output shown in Figure 3b. In the first case, the cylinder body annular 40 is supplied with pressurized fluid, which causes the rise of the dip tube relative to the assembly constituted by the auger and Kelly. On the other hand, when the supply of the cylinder body 40 is interrupted, the dip tube is lowered relative to the assembly constituted by the auger and the Kelly and its lower end 36a protrudes out of the lower end 24a of the auger core. In this position, it is possible to control, by the dip tube, the injection of concrete in the well previously drilled by the auger 22. For this, as it is known per se, preferably near its lower end 36a, the side wall of the dip tube is provided with injection orifices such than 50. In the injection position, the orifices 50 are located at a controlled depth h 'below the lower end 24a of the auger, which keeps the injection ports 50 below of the free level of the concrete gradually filling the drilled well.

    Comme cela est également connu en soi, il est possible d'équiper l'extrémité inférieure 36a d'un outil de forage qui facilite l'action de la tarière lors du forage du puits. Dans ce cas, il peut être intéressant de prévoir que le tube plongeur 36 soit accouplé en rotation avec la tarière 22 et le Kelly 28. Cela est rendu possible par la présence du joint tournant 46 faisant la liaison entre la conduite d'alimentation 32 et le tube plongeur 36.As is also known per se, it is possible to equip the lower end 36a with a drilling tool which facilitates the action auger when drilling the well. In this case, it can be interesting to provide that the dip tube 36 is coupled in rotation with the auger 22 and Kelly 28. This is made possible by the presence of the rotating joint 46 making the connection between the supply line 32 and the dip tube 36.

    Sur la figure 4, on a représenté le début du remplissage du puits de forage après sa réalisation. L'extrémité inférieure 36a du tube plongeur est disposée en dessous de l'extrémité inférieure de la tarière 24a de telle manière que les orifices 50 permettent l'injection du béton en dessous de la tarière dans la partie inférieure 52 du puits foré. Puis le vérin annulaire 38 maintenant le tube plongeur 36 en position sortie, l'ensemble constitué par la tarière 22, le Kelly 28 et le tube plongeur 36 est globalement remonté par l'intermédiaire de la tête de mise en rotation 20. La longueur h' entre l'extrémité 24a de la tarière creuse et les orifices d'injection 50 fournit une plage de sécurité pour assurer que les orifices 50 restent bien disposés en dessous du niveau de béton lors de la remontée de la tarière et du tube plongeur.In Figure 4, the start of filling of the wellbore after completion. The lower end 36a of the tube plunger is arranged below the lower end of the auger 24a in such a way that the orifices 50 allow the injection of concrete in below the auger in the lower part 52 of the drilled well. Then the annular jack 38 holding the dip tube 36 in the extended position, the assembly constituted by the auger 22, the Kelly 28 and the dip tube 36 is generally reassembled via the rotation head 20. The length h 'between the end 24a of the hollow auger and the orifices Injection 50 provides a safety range to ensure that ports 50 remain well arranged below the concrete level during the ascent auger and dip tube.

    On comprend que la machine définie ci-dessus permet effectivement d'une part de réaliser des pieux forés de profondeur accrue grâce à la présence du Kelly 28 monté à l'extrémité supérieure de l'âme de la tarière et que d'autre part on obtient une grande qualité de pieux moulés du fait de la présence du tube plongeur 36 et de la possibilité de déplacement relatif de celui-ci par rapport à la tarière 22 grâce à la présence du vérin annulaire 38 qui peut être commandé indépendamment de la position de la tête de mise en rotation 20 et donc de la position de la tarière.We understand that the machine defined above allows on the one hand to realize bored piles of increased depth thanks to the presence of the Kelly 28 mounted at the upper end of the core auger and on the other hand we get a high quality of piles molded due to the presence of the dip tube 36 and the possibility of relative movement of the latter relative to the auger 22 thanks to the presence of the annular cylinder 38 which can be controlled independently of the position of the rotation head 20 and therefore of the position of the auger.

    Claims (6)

    Machine pour la réalisation de pieux forés comprenant : des moyens de guidage vertical ; une tête de mise en rotation mobile par rapport auxdits moyens de guidage vertical ; une tarière comportant une âme creuse et au moins une pale en forme d'hélice, ladite âme ayant une extrémité supérieure et une extrémité inférieure ouverte ; un tube prolongateur dont l'extrémité inférieure est solidaire de l'extrémité supérieure de l'âme de la tarière, ladite tête de mise en rotation coopérant avec ledit tube prolongateur pour la mise en rotation de l'ensemble constitué par la tarière et le tube prolongateur ; un tube plongeur monté coulissant dans l'âme creuse de la tarière et le tube prolongateur, le tube plongeur ayant une extrémité supérieure raccordée à une conduite d'alimentation en béton et une extrémité inférieure munie d'orifices ; des moyens formant vérin ayant une première extrémité solidaire en translation de l'extrémité supérieure dudit tube prolongateur et une deuxième extrémité solidaire en translation de l'extrémité supérieure dudit tube plongeur ; et des moyens pour commander les moyens formant vérin, par quoi la position relative de l'extrémité inférieure dudit tube plongeur peut être modifiée par rapport à la position de l'extrémité inférieure de l'âme de ladite tarière entre une première position dans laquelle l'extrémité inférieure du tube plongeur est en retrait par rapport à l'extrémité inférieure de l'âme de la tarière et une deuxième position dans laquelle les orifices du tube plongeur sont à l'extérieur de l'âme de la tarière. Machine for making bored piles comprising: vertical guide means; a rotating head movable relative to said vertical guide means; an auger having a hollow core and at least one propeller-shaped blade, said core having an upper end and an open lower end; an extension tube, the lower end of which is secured to the upper end of the auger core, said rotation head cooperating with said extension tube for rotation of the assembly constituted by the auger and the tube extender; a dip tube mounted to slide in the hollow core of the auger and the extension tube, the dip tube having an upper end connected to a concrete supply pipe and a lower end provided with orifices; actuator means having a first end integral in translation with the upper end of said extension tube and a second end integral in translation with the upper end of said dip tube; and means for controlling the means forming a jack, whereby the relative position of the lower end of said dip tube can be modified with respect to the position of the lower end of the core of said auger between a first position in which the lower end of the dip tube is set back from the lower end of the auger core and a second position in which the orifices of the dip tube are outside the auger core. Machine selon la revendication 1, caractérisée en ce que lesdits moyens formant vérin comprennent un corps annulaire entourant le tube plongeur et solidaire en translation de l'extrémité supérieure du tube prolongateur et une partie mobile annulaire entourant le tube plongeur et solidaire en translation de l'extrémité supérieure du tube plongeur.Machine according to claim 1, characterized in that said cylinder means comprise an annular body surrounding the dip tube and integral in translation with the upper end of the extension tube and an annular movable part surrounding the dip tube and integral in translation with the upper end of the dip tube. Machine selon l'une quelconque des revendications 1 et 2, caractérisée en ce que lesdits moyens de guidage vertical comprennent un mât et un chariot mobile le long dudit mât, ladite tête de mise en rotation étant solidaire dudit chariot.Machine according to any one of claims 1 and 2, characterized in that said vertical guide means comprise a mast and a carriage movable along said mast, said rotating head being integral with said carriage. Machine selon l'une quelconque des revendications 1 à 3, caractérisée en ce que l'extrémité inférieure dudit tube plongeur est munie d'un outil de forage.Machine according to any one of claims 1 to 3, characterized in that the lower end of said dip tube is provided with a drilling tool. Machine selon l'une quelconque des revendications 1 à 4, caractérisée en ce que ledit tube plongeur comporte dans sa paroi latérale au moins un orifice de sortie de béton, ledit orifice étant décalé par rapport à l'extrémité inférieure dudit tube plongeur.Machine according to any one of claims 1 to 4, characterized in that said dip tube has in its side wall at least one concrete outlet orifice, said orifice being offset relative to the lower end of said dip tube. Machine selon l'une quelconque des revendications 1 à 5, caractérisée en ce que l'extrémité supérieure dudit tube plongeur est raccordée à ladite conduite d'alimentation en béton par un joint tournant.Machine according to any one of claims 1 to 5, characterized in that the upper end of said dip tube is connected to said concrete supply pipe by a rotating joint.
    EP01400915A 2000-04-11 2001-04-10 Apparatus for producing drilled piles Expired - Lifetime EP1146173B1 (en)

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    FR0004612A FR2807455B1 (en) 2000-04-11 2000-04-11 MACHINE FOR MAKING FORESTS

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    EP (1) EP1146173B1 (en)
    AT (1) ATE261516T1 (en)
    DE (1) DE60102255T2 (en)
    ES (1) ES2217097T3 (en)
    FR (1) FR2807455B1 (en)
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    FR3051218A1 (en) * 2016-05-10 2017-11-17 Franki Fond TELESCOPABLE TOOL DRILLING DEVICE.
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    EP2395154A1 (en) * 2010-06-14 2011-12-14 Soilmec S.p.A. Device and method for drilling and tamping grounds
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    CN102226342A (en) * 2011-04-15 2011-10-26 山东鑫国重机科技有限公司 Multi-functional piling machine for jet grouting pile-sinking
    CN102226342B (en) * 2011-04-15 2013-05-01 山东鑫国重机科技有限公司 Multi-functional piling machine for jet grouting pile-sinking
    EP2631367A3 (en) * 2012-01-30 2014-01-22 Soletanche Freyssinet Drilling machine for manufacturing posts including a penetrometric probe
    FR2986247A1 (en) * 2012-01-30 2013-08-02 Soletanche Freyssinet DRILLING MACHINE FOR THE CONSTRUCTION OF PILES COMPRISING A PENETROMETRIC PROBE
    EP2631367A2 (en) * 2012-01-30 2013-08-28 Soletanche Freyssinet Drilling machine for manufacturing posts including a penetrometric probe
    CN102587831A (en) * 2012-03-23 2012-07-18 重庆勤牛工程机械有限责任公司 Mine cutting drill with extended drilling arms and convenient in transportation
    CN102587831B (en) * 2012-03-23 2013-11-27 重庆勤牛工程机械有限责任公司 Mine cutting drill with extended drilling arms and convenient in transportation
    CN104250970A (en) * 2013-06-27 2014-12-31 上海城地建设股份有限公司 Novel visual intelligent super-fluid cast-in-place concrete pile device and construction method
    CN103362437A (en) * 2013-07-31 2013-10-23 连云港黄海机械股份有限公司 Portal frame type core drilling machine
    CN103362437B (en) * 2013-07-31 2015-07-08 连云港黄海机械股份有限公司 Portal frame type core drilling machine
    FR3051218A1 (en) * 2016-05-10 2017-11-17 Franki Fond TELESCOPABLE TOOL DRILLING DEVICE.
    CN106192995A (en) * 2016-07-11 2016-12-07 中铁上海工程局集团有限公司 A kind of apparatus for work about caisson mechanical hole building and construction method thereof
    FR3068726A1 (en) * 2017-07-04 2019-01-11 Jean Marie Labrue SCREW TUBING FOR DRILLING AND CONCRETE WORKING CONTROL OF PILES OF FOUNDATION AND THE EQUIPMENT NECESSARY FOR ITS IMPLEMENTATION
    CN111994647A (en) * 2020-09-02 2020-11-27 界首市金龙机械设备有限公司 Intelligent robot turns over storehouse machine

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    FR2807455A1 (en) 2001-10-12
    HU0101483D0 (en) 2001-06-28
    US20010032741A1 (en) 2001-10-25
    ES2217097T3 (en) 2004-11-01
    RU2261305C2 (en) 2005-09-27
    ATE261516T1 (en) 2004-03-15
    US6478512B2 (en) 2002-11-12
    DE60102255T2 (en) 2005-03-10
    DE60102255D1 (en) 2004-04-15
    FR2807455B1 (en) 2004-04-02
    HUP0101483A2 (en) 2002-05-29
    EP1146173B1 (en) 2004-03-10
    HK1040748A1 (en) 2002-06-21
    UA74136C2 (en) 2005-11-15
    HU224376B1 (en) 2005-08-29
    HK1040748B (en) 2004-10-08
    SK287449B6 (en) 2010-10-07
    SK4872001A3 (en) 2002-05-09

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