EP3240931B1 - Procédée d'installation d'une ancrage dans un sol - Google Patents

Procédée d'installation d'une ancrage dans un sol Download PDF

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Publication number
EP3240931B1
EP3240931B1 EP15837147.6A EP15837147A EP3240931B1 EP 3240931 B1 EP3240931 B1 EP 3240931B1 EP 15837147 A EP15837147 A EP 15837147A EP 3240931 B1 EP3240931 B1 EP 3240931B1
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Prior art keywords
ground
head section
drilling
sections
sonic
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EP15837147.6A
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German (de)
English (en)
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EP3240931B8 (fr
EP3240931A1 (fr
Inventor
Marinus Teunis Van Leeuwen, Jr
Franciscus Marie DE GROOT
Johannes Antonius Van Seumeren
Hugo Jaap EIJKELKAMP
Alphonsus Gerardus Maria Eijkelkamp
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High Five Solutions BV
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High Five Solutions BV
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Application filed by High Five Solutions BV filed Critical High Five Solutions BV
Priority to EP19175074.4A priority Critical patent/EP3546654A1/fr
Publication of EP3240931A1 publication Critical patent/EP3240931A1/fr
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/22—Placing by screwing down
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00—Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E02D5/765—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor removable

Definitions

  • the invention relates to a method for anchoring an object to the ground with at least one pile that gets inserted into the ground.
  • NL-8403178 A1 discloses a method for drilling a screw injection type tension anchor pile into the ground.
  • the screw injection type tension anchor pile described herein is presently well known as a "Leeuwanker”.
  • This "Leeuwanker” comprises a head section with a hollow steel tube section which comprises a spiral screw blade that extends as a drill portion over ca. 1 meter along an outer circumference of the hollow steel tube section.
  • This head section is connectable to one or more smooth hollow steel tube sections of maximum 7 metres length by means of complementary threaded connections. Between windings of the spiral screw blade, outlet openings are provided which connect to a feed channel that is formed inside the hollow tube sections.
  • grout gets pressurized into the feed channel. This grout gets injected around the head section into the ground via the outlet openings in the head section. The injected grout then gets mixed with ground particles by the spiral screw blade. After curing, this grout/ground mixture forms a rigid anchoring volume around the head section. After that, an object to be anchored can be coupled to a proximal end of the thus formed tension anchor pile.
  • the progress of the drilling of the connected sections into the ground is dependent on the resistance of the ground, the desired insertion depth for the anchor pile to be reached, obstructions that may be present in the ground, etc.
  • a desired insertion depth of for example more than 20 metres can hardly be reached, because a resistance for the anchor pile to get further drilled into the ground gets too high.
  • the drilling of the anchor pile to its desired depth takes a lot of time and/or requires great power from a heavy drill apparatus.
  • FIG. 2009/103149 Another example for forming an anchor pile in the ground is disclosed in WO 2009/103149 .
  • a method is described which starts with positioning a sonic drill apparatus at a desired location where the anchor pile needs to be formed into the ground.
  • a cased hole is formed into the ground.
  • a hollow drill string with a removable or retrievable drill bit that is operatively connected to its distal end is drilled into the ground while at the same time having a downwards pushing force exerted upon the string and while at the same time having a sonic vibration introduced in the string.
  • the drill bit at its front side comprises a large opening. This opening serves two purposes.
  • the second purpose of the large opening of the drill bit becomes clear, because otherwise it would be impossible to remove the drill bit and drill string out of the ground again, since with this upwards movement it needs to be able to pass along the pile that has been lowered into the cased hole.
  • the grout gets time to cure inside the cased hole around the pile, such that after curing a founded anchor pile is formed.
  • a disadvantage with this is that the thus forming of the anchor pile is laborious, time-consuming and expensive. It is necessary to first drill a drill string into the ground which at the end needs to be removed again. Another disadvantage is that it is necessary to keep the hollow drill string completely empty of ground particles during the entire drilling process, because otherwise the pile cannot be lowered into the thus formed cased hole. Yet another disadvantage is that the flushed out ground particles need to be accumulated and transported away above ground. Also it is noted that a lot of grout is needed since the cased hole needs to be filled with it over its entire height. The tension strength of the thus formed founded anchor pile leaves to be improved because the grout does not get mixed with any circumventing ground particles. Finally it is noted that it is not possible to use the thus formed anchor pile until after the entire drill string has been removed and after the grout has fully cured.
  • the present invention aims to overcome those disadvantages at least partly or to provide a usable alternative.
  • the invention aims to provide a user-friendly and highly efficient method for anchoring an object to the ground with a truly reliable anchor pile that has been easily and swiftly inserted into the ground while at the same time resulting in a high tension strength.
  • the method for anchoring an object to the ground with at least one anchor pile that gets inserted into the ground comprises the step of positioning a sonic drill apparatus at a position where the anchor pile is to be inserted into the ground.
  • An assembly is provided of a head section and one or more rod sections, in which the rod sections are connectable to the head section and to each other while extending in a longitudinal direction for forming the anchor pile.
  • the sections that together form the anchor pile are inserted into the ground.
  • the object gets coupled to a proximal end of the connected sections of the anchor pile.
  • the head section of the provided assembly comprises a drilling portion for drilling into the ground.
  • the inserting of the anchor pile into the ground comprises a drilling of the head section with its drilling portion in rotation directly into the ground by means of the sonic drill apparatus, after which one or more times one of the rod sections gets connected thereto such that the connected head and rod sections together can be drilled further into the ground by means of the sonic drill apparatus.
  • a sonic vibration is introduced into the connected sections by means of the sonic drill apparatus.
  • anchor pile is able to deal with higher tension or compression forces compared to the above described state of the art anchor piles when having comparable lengths and cross-sectional dimensions.
  • Certain aimed or desired insertion depths can more easily and much quicker be reached. For example for the abovementioned "Leeuwanker” it has occurred during tests that savings in time can be reached of about more than 50%. Also it has occurred during those tests that the drilling process for this type of anchor pile now requires substantially less power.
  • the inventive thought is used in combination with an injection type anchor pile, that is to say that the provided assembly then comprises hollow tube sections as rod sections, and that the head section then comprises one or more outlet openings. Those openings are connectable to a feed channel that arises inside the hollow tube sections when those sections are connected to each other. It is then possible, during at least a final stage of the drilling of the connected sections into the ground, to feed a curable substance pressurized through this feed channel. The curable substance then gets injected via the one or more outlet openings into the ground to form a volume of a mixture of the curable substance and ground particles around the head section.
  • the introduced sonic vibration then is used during this injection for compacting the mixture of the curable substance and ground particles around the head section after which the curing of the thus compacted mixture takes place.
  • This compacting phase advantageously helps to increase the strength of the thus formed anchor pile.
  • the head section is closed or substantially closed in the longitudinal direction at its front side.
  • some or all of the one or more outlet openings can still be provided at this front side of the head section, as long as the rest of the feed channel towards the front side is blocked by front wall parts of the head section.
  • the introduced sonic vibrations can also efficiently be transferred to the ground directly underneath this front side of the head section, while at a same time it is prevented that (too large amounts of) ground particles get to enter the feed channel during the drilling/inserting process.
  • US 2009/0101412 A1 already shows a method for drilling holes into the ground in which use can be made of a sonic drilling unit, and in which a drill string is used with a head section that comprises an earth-boring tool at its front side.
  • a drill string is specifically destined to drill holes into the ground and after that immediately gets retracted out of the ground again. It is an expensive tool that is not destined or suitable to be left behind in the ground for use as an injection type anchor pile.
  • US 2010/0101863 A1 already shows a method for obtaining ground samples at large depths in which use can be made of a sonic drilling unit, and in which a drill string is used with a head section that comprises a drill bit at its front side.
  • a drill string is specifically destined to drill undisturbed ground samples out of the ground and after that immediately gets retracted out of the ground again. It is a specific sampling tool that is not destined or suitable to be left behind in the ground for use as an injection type anchor pile.
  • the feed channel and outlet opening(s) with an amount of non-curable substance, after the volume of the mixture of the curable substance and ground particles has been formed around the head section.
  • the non-curable substance then even may get to form a thin layer around that part of the head section where the one or more outlet openings are provided.
  • the presence of the non-curable substance inside the feed channel and outlet opening(s) makes it possible to again make use of the feed channel and outlet opening(s) whenever this is desired.
  • the feed channel and outlet opening(s) then have not gotten permanently blocked with cured substance, because the curable substance gets driven out of there before it starts to cure.
  • the filling of the feed channel and outlet opening(s) with non-curable substance after the injection step with the curable substance has been completed can be done by temporarily replacing the feeding of the curable substance to the feed channel by a feeding of the non-curable substance thereto. After an amount of the non-curable substance has entered that is larger than the volume of the feeding channel itself, it can be assumed that the non-curable substance has at least reached the outlet opening(s) and thus has substantially filled up the feed channel inside the hollow tube sections.
  • the invention can be used in combination with a screw injection type anchor, that is to say that the head section comprises a hollow tube section, and that the drilling portion of the head section comprises a spiral screw blade along at least part of an outer circumference of this hollow tube section.
  • the spiral screw blade When sonically vibrated during the final stage of the drilling, the spiral screw blade then advantageously may help to further improve the mixing and compacting of the injected curable substance and ground particles.
  • Such a spiral screw blade in particular is designed with an outer radius that is at least 1.5 times larger than an outer radius of the hollow tube section, more in particular at least 2 times larger. This gives it sufficient downwards pulling force in the ground during drilling and/or sufficient grip in the ground during use as anchor pile.
  • the one or more outlet openings preferably are provided to lie in a circumferential wall of the tube section.
  • the one or more outlet openings then can be directed substantially perpendicular to the longitudinal direction (radially outwardly) which helps to prevent ground particles to enter into the feed channel during drilling/inserting into the ground, and which also helps to properly direct the injection of the curable substance for forming the volume around the head section which volume then can get compacted by means of the inserted sonic vibrations.
  • the one or more outlet openings preferably are provided to lie in between windings of the spiral screw blade. This has the advantage that during drilling the outlet openings lie somewhat protected in between those windings, which helps to prevent ground particles to enter into the feed channel via those outlet openings during drilling/inserting into the ground, and which also helps to properly direct the injection of the curable substance in between the windings where the sonic mixing with the ground particles needs to take place for forming the volume around the head section.
  • each outlet opening has a diameter of less than 10mm such that sufficient injection force for the substance to be injected cam be achieved and/or such that it is largely prevented for ground particles to enter into the feed channel during drilling/inserting into the ground.
  • the spiral screw blade extends along at least a front portion of a circumferential wall of the head section.
  • the sonic vibrations can start their positive effect right at the front of the pile.
  • the spiral screw blade may get to extend along about 1 meter of the head section. Particularly for forming an anchor pile of the screw injection type, this has appeared optimal for being able to obtain the aimed compacted volume of injected substance and ground particles around and in-between the windings by means of the introduced sonic vibrations.
  • the spiral screw blade may get to extend along more than half a length of the head section.
  • the rod sections may comprise screw thread along their entire outer circumference, that is to say along their entire or substantially their entire lengths in the longitudinal direction. This may help to further improve the strength of the anchor pile.
  • the screw thread can also be used for connecting coupling organs to the rod sections for connecting them to each other.
  • the introduced sonic vibration preferably lies controllable by an operator in between 6,000-10,000 VPM.
  • An operator then is able to each time choose a most optimum frequency in dependence of a progress he detects of the drilling of the connected sections into the ground. If for example the penetration resistance of the ground locally gets too high or the penetration speed temporarily gets too low, or the required power starts to get too high, then the operator may increase the sonic vibration frequency, whereas he can lower it again as soon as an obstructions that may be present in the ground is passed by the drilling portion and the penetration speed gets sufficiently high again.
  • the connected sections can be rotated in place for a while, for example a few seconds or even a few minutes, without having those connected sections having to further advance into the ground but while maintaining the sonic vibration into the connected sections. This may improve the abovementioned compacting and/or mixing of the ground particles around the anchor pile, and in particular around its head section where the curable substance may have been injected into the ground.
  • the thus formed anchor piles can be kept inside the ground. It is however also possible to remove them again.
  • a mobile device has been indicated in its entirety with the reference numeral 1. It comprises a wheeled base 2 on top of which a guiding mechanism 3 is mounted such that it can be adjusted in angle.
  • a sonic drill apparatus 5 can be moved up and down in a longitudinal direction x along the guiding mechanism 3.
  • a head section 6 of an anchor pile to be formed gets placed inside the device 1 such that the sonic drill apparatus 5 may get to grip onto a proximal end of this head section 6. Furthermore the head section 6 is guided through a double clamping mechanism 7 that is positioned at a lower side of the guiding mechanism 3.
  • the head section 6 comprises a hollow tube section 8 that has a closed tip 9 in the longitudinal direction x at its front side.
  • a spiral screw blade 10 extends along a front portion of a circumferential wall of the hollow tube section 8.
  • Outlet openings 11 are provided in the circumferential wall of the tube section 8 of the head section 6. Those openings 11 lie in between windings of the spiral screw blade 10. The openings 11 connect to a feed channel inside the hollow tube section 8. See fig. 2 .
  • the mobile device 1 with its guiding mechanism 3 and sonic drill apparatus 5 gets positioned such relative to an object 15, for example a deep wall, that needs to be anchored to the ground, that a desired position and angle are obtained for directing the head section 6 relative to the ground.
  • the head section 6 then gets drilled in rotation into the ground by means of the sonic drill apparatus 5, while at the same time a sonic vibration is introduced by means of the sonic drill apparatus 5 into the head section 6.
  • the sonic drill apparatus 5 comprises a suitable vibration generator or oscillator, in particular one that is able to transmit longitudinal wave patterns at sonic vibration frequencies through the head section 6.
  • the sonic drill apparatus 5 is released from the head section 6 and is moved up again along the guiding mechanism 3. Subsequently a hollow tube section 20 is placed in the device 1 such that its distal end can get connected by means of a screw connection 21 to the proximal end of the head section 6, and such that its proximal end can get gripped by the sonic drill apparatus 5.
  • the connected sections 6 and 20 then together get drilled in rotation into the ground by means of the sonic drill apparatus 5, while at the same time the sonic vibration is introduced by means of the sonic drill apparatus 5 into the connected sections 6, 20. This is shown in fig. 1b .
  • a curable substance like for example grout
  • a curable substance may get fed pressurized from above into the feed channel that is formed inside the hollow tube sections 6, 20.
  • This substance then gets injected into the ground via the outlet openings 11, while at the same time getting mixed by the screw blade 10 with ground particles. Since this is merely done during the final stage of the drilling, a volume 22 of a mixture of the curable substance and ground particles is formed around merely a lower part of the head section 6.
  • this volume may start to cure and thus helps to anchor the connected sections 6, 20 extra strong to the ground. Owing to the sonic vibration on the one hand the connected sections 6, 20 can more easily get drilled into the ground, while on the other hand the volume 22 around the head section 6 gets compacted more during the final drilling stage.
  • the proximal end of the uppermost tube section 20 gets connected with a suitable coupling 24 to the object 15 for anchoring it firmly to the thus formed anchor pile.
  • a head section 30 is used that comprises a solid or hollow rod section of which a tip 31 is closed in the longitudinal direction x at its front side. See also fig. 4 .
  • a spiral screw blade 32 here extends like an auger along more than half the length of the rod section.
  • a solid or hollow rod section 33 gets connected to the head section by means of a screw connection 34, after which the sonic drilling is continued.
  • a head section 50 is used that comprises a cutting head 51 as drilling portion.
  • the cutting head 51 is substantially fully closed in the longitudinal direction x at its front side. Only one or more slanted sideways directed outlet openings 53 are provided inside the cutting head 51. See fig. 6 .
  • the cutting head 51 is connected to a hollow tube section 52 of the head section 50 such that the outlet openings 53 are connected to a feed channel inside the hollow tube section 52.
  • the hollow tube section 52 at its outer circumference is equipped with a screw thread 53 that extends over the entire length of the section 52.
  • the cutting head 51 is provided with complementary internal thread such that it can easily get connected to the section 52.
  • a hollow tube section 54 gets connected to the head section 50 by means of a screw connection 55, after which the sonic drilling of the connected sections 50, 54 is continued.
  • the hollow tube section 54 at its outer circumference is also equipped with a screw thread 53 that extends over the entire length of the section 54.
  • the screw connection 55 is provided with complementary internal thread such that it can easily get connected to both the sections 50, 54.
  • curable substance gets injected into the ground via the outlet openings 53.
  • a curable volume 56 can advantageously be formed around the head section 50, which volume automatically gets compacted by the introduced sonic vibration frequency.
  • the various parts can be made out of all kinds of materials.
  • the head sections and the rod sections are made out of steel or another suitable metal. They can however also be made out of a (reinforced) plastic material as long as the sections are strong enough to be able to deal with sonic vibrations that get introduced therein.
  • the sonic vibration is at least introduced into the connected sections after they have reached a depth of more than 10.00 m or when the ground conditions become stiffer or harder than clay. This is probably because from that length on, standing resonant wave patterns can more easily start to form inside the connected sections.
  • an advantageous method is developed for forming anchor piles in the ground with the aid of introducing sonic vibration frequencies directly into connected rod sections of those anchor piles during the drilling process.
  • the cutting head 51 is connected to a hollow tube section 52 of the head section 50 such that the outlet openings 53 are connected to a feed channel inside the hollow tube section 52.
  • the hollow tube section 52 at its outer circumference is equipped with a screw thread 53 that extends over the entire length of the section 52.
  • the cutting head 51 is provided with complementary internal thread such that it can easily get connected to the section 52.
  • a hollow tube section 54 gets connected to the head section 50 by means of a screw connection 55, after which the sonic drilling of the connected sections 50, 54 is continued.
  • the hollow tube section 54 at its outer circumference is also equipped with a screw thread 53 that extends over the entire length of the section 54.
  • the screw connection 55 is provided with complementary internal thread such that it can easily get connected to both the sections 50, 54.
  • curable substance gets injected into the ground via the outlet openings 53.
  • a curable volume 56 can advantageously be formed around the head section 50, which volume automatically gets compacted by the introduced sonic vibration frequency.
  • a head section 70 is used that comprises a cutting head 71 as drilling portion.
  • the cutting head 71 is fully closed in the longitudinal direction x at its front side. See fig. 8 .
  • the cutting head 71 is connected to a hollow tube section 72 of the head section 70.
  • a hollow tube section 74 gets connected to the head section 50 by means of a screw connection 75, after which the sonic drilling of the connected sections 72, 74 is continued.
  • the hollow tube sections 72 and 74 at their outer circumferences here have a smooth surface.
  • a reinforcement 77 gets inserted into the hollow space inside the tube sections 72, 74. After that the hollow space inside the tube sections 72, 74 gets filled with a curable substance like grout. If desired, a sonic vibration then can get introduced into the connected sections 72, 74 again for compacting the substance inside those sections 72, 74. After the substance has cured, the foundation pile is ready to get coupled to some kind of object for example by having an object like a building bearing with (part of) its weight upon it.
  • the various parts can be made out of all kinds of materials.
  • the head sections and the rod sections are made out of steel or another suitable metal. They can however also be made out of a (reinforced) plastic material as long as the sections are strong enough to be able to deal with sonic vibrations that get introduced therein.
  • the sonic vibration is at least introduced into the connected sections after they have reached a depth of more than 10.00 m or when the ground conditions become stiffer or harder than clay. This is probably because from that length on, standing resonant wave patterns can more easily start to form inside the connected sections.
  • an advantageous method is developed for forming anchor or foundation piles in the ground with the aid of introducing sonic vibration frequencies directly into connected rod sections of those anchor or foundation piles during the drilling process. Also according to the invention an advantageous method is developed for removing anchor or foundation piles out of the ground with the aid of introducing sonic vibration frequencies directly into connected rod sections of those anchor or foundation piles during the upwards pulling process.

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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)

Claims (10)

  1. Procédé d'ancrage d'un objet (15) dans le sol avec au moins un pieu d'ancrage qui est inséré dans le sol, comprenant les étapes de :
    - positionnement d'un appareil de forage sonique à une position où le pieu d'ancrage doit être inséré dans le sol ;
    - fourniture d'un ensemble d'une sections de tête (6) et d'une ou plusieurs sections de tige (20), dans lequel les sections de tige (20) peuvent être raccordées à la section de tête (6) et les unes aux autres tout en s'étendant dans une direction longitudinale (x) pour former le pieu d'ancrage ;
    - insertion du pieu d'ancrage dans le sol ;
    dans lequel la section de tête (6) comprend une partie de forage,
    dans lequel l'insertion du pieu d'ancrage dans le sol comprend un forage de la section de tête (6) avec sa partie de forage en rotation directement dans le sol au moyen de l'appareil de forage sonique (5), raccordant de manière répétée une des sections de tige (20) à celui-ci et puis forant les sections de tête et de tige raccordées (6 ; 20) davantage dans le sol au moyen de l'appareil de forage sonique (5), dans lequel pendant au moins une partie de ce forage, une vibration sonique est introduite dans les sections raccordées (6 ; 20) ;
    dans lequel l'ensemble fourni comprend des sections de tube creux en tant que sections de tige (6 ; 20),
    caractérisé en ce que
    la section de tête (6) est fermée ou sensiblement fermée dans une direction longitudinale (x) sur son côté avant ;
    dans lequel l'ensemble fourni comprend une ou plusieurs ouvertures de sortie (11) dans sa section de tête (6), lesquelles ouvertures (11) se raccordent à un canal d'alimentation à l'intérieur des sections de tube creux, dans lequel pendant au moins une étape finale du forage des sections raccordées (6 ; 20) dans le sol, une substance durcissable et fournie sous pression à travers le canal d'alimentation, laquelle substance durcissable est injectée via les une ou plusieurs ouvertures de sortie (11) dans le sol pour former un volume (22) d'un mélange de la substance durcissable et de particules broyées autour de la section de tête (6), et
    dans lequel la vibration sonique introduite est utilisée pendant ladite étape finale du forage pour compacter le mélange de la substance durcissable et des particules broyées autour de la section de tête (6), après quoi le durcissement du mélange a lieu, et après quoi l'objet devant être ancré dans le sol est couplé à une extrémité proximale des sections raccordées (6 ; 20) du pieu d'ancrage.
  2. Procédé selon la revendication 1, dans lequel la section de tête (6) comprend une section de tube creux (8), et dans lequel la partie de forage de la section de tête (6) comprend une lame de vis en spirale (10) le long d'au moins une partie d'une circonférence externe de la section de tube creux (8).
  3. Procédé selon la revendication 2, dans lequel l'ouverture ou les ouvertures de sortie (11) se trouvent entre des enroulements de la lame de vis en spirale (10).
  4. Procédé selon la revendication 2 ou 3, dans lequel le canal d'alimentation et une ou plusieurs ouvertures de sortie (11) sont remplis d'une quantité de substance non durcissable, une fois que le volume du mélange de la substance durcissable et des particules broyées a été formé autour de la section de tête (6).
  5. Procédé selon l'une des revendications précédentes, dans lequel une lame de vis en spirale (10 ; 32) s'étend le long d'au moins une partie avant d'une paroi circonférentielle de la section de tête (6 ; 30), en particulier le long de plus de la moitié d'une longueur de la section de tête (6 ; 30).
  6. Procédé selon l'une des revendications précédentes, dans lequel les sections de tige comprennent un filetage (53) le long de leur circonférence externe.
  7. Procédé selon l'une des revendications précédentes, dans lequel une fréquence de la vibration sonique introduite est contrôlable entre 6000 et 10 000 VPM.
  8. Procédé selon l'une des revendications précédentes, dans lequel la vibration sonique est au moins introduite après que les sections raccordées (6 ; 20) ont atteint une profondeur de 10,00 m ou lorsque les conditions du sol deviennent plus rigides ou dures que de l'argile.
  9. Procédé selon l'une des revendications précédentes, dans lequel la vibration sonique est introduite dans les sections raccordées (6 ; 20) pendant au moins une étape finale du forage des sections raccordées (6 ; 20) en rotation dans le sol.
  10. Procédé selon l'une des revendications précédentes, dans lequel après une étape finale du forage des sections raccordées (6 ; 20) dans le sol, les sections raccordées (6 ; 20) sont mises en rotation en place sans que les sections raccordées (6 ; 20) n'avancent davantage dans le sol et tout en maintenant la vibration sonique dans les sections raccordées (6 ; 20).
EP15837147.6A 2014-12-30 2015-12-29 Procédée d'installation d'une ancrage dans un sol Active EP3240931B8 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP19175074.4A EP3546654A1 (fr) 2014-12-30 2015-12-29 Procédé pour enlever un pieu d'ancrage ou de fondation du sol

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL2014075A NL2014075B1 (en) 2014-12-30 2014-12-30 Method for anchoring and/or founding an object to the ground.
PCT/NL2015/050915 WO2016108690A1 (fr) 2014-12-30 2015-12-29 Procédé d'ancrage et/ou d'implantation d'un objet dans le sol

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP19175074.4A Division-Into EP3546654A1 (fr) 2014-12-30 2015-12-29 Procédé pour enlever un pieu d'ancrage ou de fondation du sol
EP19175074.4A Division EP3546654A1 (fr) 2014-12-30 2015-12-29 Procédé pour enlever un pieu d'ancrage ou de fondation du sol

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EP3240931A1 EP3240931A1 (fr) 2017-11-08
EP3240931B1 true EP3240931B1 (fr) 2020-02-19
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EP15837147.6A Active EP3240931B8 (fr) 2014-12-30 2015-12-29 Procédée d'installation d'une ancrage dans un sol

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AT60816B (de) 1911-08-17 1913-08-25 Georg Kahler Verfahren und Vorrichtung zur Verhinderung der Fortflanzung und Wirkung von Kohlenstaub- und Schlagwetterexplosionen.
US3479829A (en) 1967-06-21 1969-11-25 Shell Oil Co Method and apparatus for forming end bearing piles
DE3400182A1 (de) 1984-01-04 1985-07-11 Friedr. Ischebeck GmbH, 5828 Ennepetal Injektionsanker
US4732510A (en) 1984-02-23 1988-03-22 Louis Claude C Process for driving and cementing in ground anchors, apparatus and anchor bars for said process
GB2363133A (en) * 2000-05-09 2001-12-12 Gordon Clark Forming foundation, e.g. for a post
EP1719841A1 (fr) * 2005-04-08 2006-11-08 MELEGARI, Cesare Procédé et dispositif de fabrication Micropieu
EP1795656A2 (fr) 2005-12-08 2007-06-13 Gebr. van Leeuwen Harmelen B.V. Procédé d'insertion d'un tirant d'ancrage dans le sol
US20090101412A1 (en) 2007-10-22 2009-04-23 Longyear Tm, Inc. Drill-string shock absorbers
WO2009103149A1 (fr) * 2008-02-22 2009-08-27 Roussy Raymond J Procédé et système pour installer des échangeurs de chaleur géothermiques, des pieux énergétiques, des pieux de béton, des micropieux, et des ancrages au moyen d'un appareil de forage par vibrations et d'un trépan récupérable ou amovible
WO2009145897A1 (fr) 2008-05-29 2009-12-03 Lucon Peter A Commande automatique d'appareil de pénétration oscillatoire
US20100101863A1 (en) * 2008-10-29 2010-04-29 Longyear Tm, Inc. Sonic drill rod with external surface features
WO2014049277A1 (fr) 2012-09-27 2014-04-03 Soletanche Freyssinet Procédé de réalisation d'un ancrage dans un sol
WO2014049278A1 (fr) 2012-09-27 2014-04-03 Soletanche Freyssinet Procede de realisation d'une structure armee dans un sol
KR101420685B1 (ko) 2013-12-31 2014-07-17 (주)에이엠지그룹건축사사무소 나선형 파일

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Publication number Priority date Publication date Assignee Title
AT60816B (de) 1911-08-17 1913-08-25 Georg Kahler Verfahren und Vorrichtung zur Verhinderung der Fortflanzung und Wirkung von Kohlenstaub- und Schlagwetterexplosionen.
US3479829A (en) 1967-06-21 1969-11-25 Shell Oil Co Method and apparatus for forming end bearing piles
DE3400182A1 (de) 1984-01-04 1985-07-11 Friedr. Ischebeck GmbH, 5828 Ennepetal Injektionsanker
US4732510A (en) 1984-02-23 1988-03-22 Louis Claude C Process for driving and cementing in ground anchors, apparatus and anchor bars for said process
GB2363133A (en) * 2000-05-09 2001-12-12 Gordon Clark Forming foundation, e.g. for a post
EP1719841A1 (fr) * 2005-04-08 2006-11-08 MELEGARI, Cesare Procédé et dispositif de fabrication Micropieu
EP1795656A2 (fr) 2005-12-08 2007-06-13 Gebr. van Leeuwen Harmelen B.V. Procédé d'insertion d'un tirant d'ancrage dans le sol
US20090101412A1 (en) 2007-10-22 2009-04-23 Longyear Tm, Inc. Drill-string shock absorbers
WO2009103149A1 (fr) * 2008-02-22 2009-08-27 Roussy Raymond J Procédé et système pour installer des échangeurs de chaleur géothermiques, des pieux énergétiques, des pieux de béton, des micropieux, et des ancrages au moyen d'un appareil de forage par vibrations et d'un trépan récupérable ou amovible
WO2009145897A1 (fr) 2008-05-29 2009-12-03 Lucon Peter A Commande automatique d'appareil de pénétration oscillatoire
US20100101863A1 (en) * 2008-10-29 2010-04-29 Longyear Tm, Inc. Sonic drill rod with external surface features
WO2014049277A1 (fr) 2012-09-27 2014-04-03 Soletanche Freyssinet Procédé de réalisation d'un ancrage dans un sol
WO2014049278A1 (fr) 2012-09-27 2014-04-03 Soletanche Freyssinet Procede de realisation d'une structure armee dans un sol
KR101420685B1 (ko) 2013-12-31 2014-07-17 (주)에이엠지그룹건축사사무소 나선형 파일

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EP3240931B8 (fr) 2020-04-01
EP3240931A1 (fr) 2017-11-08
EP3546654A1 (fr) 2019-10-02
DK3240931T3 (da) 2020-05-11
PT3240931T (pt) 2020-05-20
WO2016108690A1 (fr) 2016-07-07
NL2014075B1 (en) 2016-10-12

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