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EP 1 878 832 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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04.12.2013 Bulletin 2013/49 |
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Date of filing: 13.07.2007 |
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International Patent Classification (IPC):
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Assembly for forming an elongated construction element under ground.
Anordnung um ein längliches unterirdisches Bauelement zu schaffen.
Ensemble pour former un élément de construction allongé souterrain.
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Designated Contracting States: |
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AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO
SE SI SK TR |
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Priority: |
14.07.2006 NL 1032167
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Date of publication of application: |
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16.01.2008 Bulletin 2008/03 |
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Proprietor: DeCombi B.V. |
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6604 CW Wijchen (NL) |
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Inventor: |
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- Bouten, Jacques Anthonius Maria
6602 ZX, Wijchen (NL)
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Representative: Jilderda, Anne Ayolt |
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Octrooibureau LIOC B.V.
Postbus 13363 3507 LJ Utrecht 3507 LJ Utrecht (NL) |
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References cited: :
EP-A2- 1 400 633
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BE-A5- 1 018 657
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Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
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[0001] The present invention relates to an assembly for forming an elongate construction
element underground, in particular a foundation element, comprising an elongate displacement
body and a device for driving the displacement body into the ground in an axial direction,
wherein the displacement body is provided at an outer end with at least one displacing
member and with at least one outflow opening for a curing construction liquid (see
for example
EP-A-1400633).
[0002] Such an assembly is known from an earlier Netherlands patent granted under number
193.640. In the assembly described therein the displacement element comprises a hollow, steel
tube which is provided at an end with a displacing member in the form of a set of
propeller blades with an opposing pitch arranged on a periphery of the tubular body.
The tube is driven into the ground while already rotating using a device adapted for
this purpose, wherein a cement-like construction liquid is introduced via the tube
and can escape from the outflow opening at an outer end of the tube. This so-called
grout forms a cement covering around an outer wall of the tube and the propeller blades,
which mixes with ground material to form a curing mortar. As the tube is inserted
into the ground, this layer also fulfills a lubricating function when still in liquid
form, so that only a small torque is necessary to drive the tube with the propeller
blades further into the ground. Once at or at least close to the desired depth, the
tube is usually driven up and down repeatedly so as to thus enable an excess of grout
to be relinquished to the ground and to be mixed with the earth to form a weighted
lump, which eventually cures to form a solid foundation base. The displacement body
finally remains behind in the ground, surrounded by a protective grout casing, and
thus forms a construction element which can be applied in particular as a foundation
pile.
[0003] In the known assembly the propeller blades, which extend transversely from the tube,
provide a considerable resistance in axial direction, this being particularly manifest
in the forming of the base, wherein the tube is moved repeatedly up and downward.
The propeller blades are therefore provided with cut-away parts in order to reduce
this resistance and moreover enable a better mixing of grout with ground material.
Nevertheless, the known assembly is then still not found to be practical in use, particularly
in respect of forming such a foundation base. This final stage of the process of inserting
the known tube is therefore relatively time-consuming.
[0004] The present invention has for its object, among others, to provide an assembly of
the type stated in the preamble of claim 1, whereby this drawback is obviated to at
least significant extent.
[0005] In order to achieve the intended object an assembly of the invention has the features
according to claim 1. Because such a flat blade has only a limited section transversely
of the displacement direction, the resistance encountered by the displacing member
when the displacement body is driven up and downward is likewise limited, and more
particularly considerably lower than that of the propeller blades of the known assembly.
The body can hereby be pulled up and pushed down relatively easily while it is being
driven into the ground and after the desired depth has been reached. If desired, a
weighted base can hereby be formed very rapidly on the displacement element. The recess
or recesses in the blade here provide for a sufficient mixing capacity between construction
liquid, injected from the outflow opening into the ground, and ground material so
that a uniform mortar is created which cures into a solid whole. The invention is
suitable here for both pressureless pumping and pumping of the construction liquid
under forced pressure.
[0006] Although there is per se a great freedom of choice within the scope of the invention
in respect of the shape of the blade, a preferred embodiment of the assembly has the
feature according to the invention that at least a lower part of the blade tapers
to a point in axial direction. Due to such a pointed form the displacement body allows
of easier and more precise placing, and the body will 'find' to a greater extent a
linear path downward during insertion.
[0007] The at least one recess can be realized in the blade in various ways. In a first
particular embodiment the assembly according to the invention has the feature in this
respect that the at least one recess comprises at least one indented part within an
imaginary periphery of the blade. When the displacement body is rotated in the ground,
the earth is found to be churned up and mixed with the outflowing construction liquid
particularly effectively at the position of such an indented part.
[0008] Instead of or in addition thereto, a further particular embodiment of the assembly
according to the invention has the feature that the recess comprises at least one
opening arranged within the blade. Such an opening reduces rotational friction of
the displacement body and provides a further improvement in the mutual mixing of the
construction liquid with the ground material.
[0009] For an adequate anchoring of the displacement body in a foundation base which may
be formed thereon, a further preferred embodiment of the assembly according to the
invention has the feature that, at the outer end of the displacement body, at least
one collar part extends transversely thereof. At a relatively modest size such a collar
part already provides for an adequate anchoring in the cured foundation base, which
keeps the displacement body from sinking into it. In a further particular embodiment
the assembly herein has the feature according to the invention that the collar part
comprises a flanged edge extending over a full periphery of the outer end.
[0010] The invention will now be further elucidated on the basis of a number of exemplary
embodiments and an accompanying drawing. In the drawing:
- figure 1
- shows a perspective view of a first exemplary embodiment of a displacement body of
an assembly according to the invention;
- figure 2
- shows a cross-section along line II-II in figure 1;
- figure 3
- shows a perspective view of a second exemplary embodiment of a displacement body of
an assembly according to the invention; and
- figure 4
- shows a cross-section of a third exemplary embodiment of a displacement body of an
assembly according to the invention.
[0011] The figures are otherwise purely schematic and not drawn to scale. Some dimensions
in particular may be exaggerated to greater or lesser extent for the sake of clarity.
Corresponding parts are designated in the figures with the same reference numeral.
[0012] Figure 1 shows a first exemplary embodiment of a displacement body of an assembly
according to the invention. The displacement body comprises a steel tube 10 with a
diameter in the order of 7-50 centimetres and a length in the order of 5 to 20 metres
or even longer, depending on the local depth of a solid ground layer. The tube is
hollow, having typically a wall thickness in the order of about 4 to 30 millimetres,
and comprises a liquid channel 11 which debouches at an outflow opening 12 in or close
to an underside 13 of the tube. In figure 2 the tube is further shown in a cross-section
along line II-II in figure 1.
[0013] In addition to the tube, the assembly comprises a mobile crane device with a piling
frame (not further shown). During operation the tube 10 is received in the piling
frame coupled to the crane and driven into the ground therewith to the desired depth
while rotating and pushing an axial direction. On its outer end the tube 10 is provided
with a displacing member 14 which according to the invention comprises a substantially
flat drill blade extending in axial direction. When tube 10 is rotated in the ground,
this blade 14 provides for an effective displacing of ground material to clear the
way for displacement body 10.
[0014] While the tube is being driven into the ground, a cement-like construction liquid,
so-called grout, is guided into liquid channel 11 from the top and escapes on an underside
from outflow opening 12. If desired, the outflow opening can be provided with a controllable
valve to enable dosage, or at least control, of the outflow of grout from the tube.
The grout flowing from outflow opening 12 of tube 10 mixes around the tube with ground
material to form a casing of curing mortar. During the insertion process this mortar,
which is then still fluid, also functions as a lubricant which facilitates a further
rotation and driving of tube 10 into the ground.
[0015] The drill blade 14 applied in this exemplary embodiment tapers downward to a point
to enable the tube to be better positioned and driven straight into the ground. As
according to the invention, the drill blade is provided with at least one recess,
in this example in the form of four indented parts 21-24 inside an imaginary periphery
15 defined by drill blade 14. Owing to these recesses 21-24 an adequate mixing of
ground material with grout is achieved during the insertion of tube 10. While the
tube is being driven into the ground, the tube is moved continuously up and downward
in order to enhance the outflow of grout. Once at the desired depth, the tube is driven
up and downward a number of extra times so as to inject and mix with earth an excess
of grout so as to form a weighted base. Owing to the narrow profile of drill blade
14 transversely of the axial direction of the tube, displacement body 10 encounters
no additional resistance here, or hardly so, so that such a base can also be formed
relatively rapidly and reliably.
[0016] Tube body 10 remains behind in the ground afterward and thus forms for instance a
foundation pile or other type of construction element. For an additional anchoring
of tube 10 in the curing base, the tube comprises on the outer end a collar part in
the form of a continuous flanged edge 16 which extends transversely of tube body 10
and engages in the surrounding foundation base at that location. Once the base has
hardened, this flanged edge 16 provides sufficient grip in the foundation base to
keep the construction element from subsiding at an authorized vertical load.
[0017] A second exemplary embodiment of a displacement body 10 of an assembly according
to the invention is shown in figure 3. In this example the displacement body also
comprises a steel tube 10 having on an outer end 13 a displacing member in the form
of a substantially flat blade 14 which tapers to something of a point on an underside.
Blade 14 is provided with recesses in the form of two openings 31,32 for the purpose
of enhancing an adequate mixing with ground material of grout injected via an outflow
opening 12.
[0018] Instead of a single drill blade extending on either side of the tube, half drill
blades can also be applied as is shown in a cross-section in figure 4. Instead of
a continuous flanged edge 16, three separate collar parts 17 provide for an effective
anchoring of the construction element in the exemplary embodiment of figure 4.
1. Assembly for forming an elongate construction element underground, in particular a
foundation pile, comprising an elongate displacement body (10) and a device for driving
the displacement body (10) into the ground in an axial direction, wherein the displacement
body (10) is provided at an outer end (13) with at least one displacing member (14)
and with at least one outflow opening (12) for a curing construction liquid, characterized in that the at least one displacing member (14) comprises at least one substantially flat
blade (14) which extends in axial direction from the outer end (13) of the displacement
body (10), a lower part of the blade in use forming a lowest outer end of the assembly
in the axial direction, and that the blade (14) is provided with at least one recess
(21...24) within a periphery (15) which may or may not be imaginary.
2. Assembly as claimed in claim 1, characterized in that at least the lower part of the blade (14) tapers to a point in axial direction.
3. Assembly as claimed in one or more of the foregoing claims, characterized in that the at least one recess (21...24) comprises at least one indented part within an
imaginary periphery (15) of the blade.
4. Assembly as claimed in one or more of the foregoing claims, characterized in that the recess (21...24) comprises at least one opening arranged within the blade.
5. Assembly as claimed in one or more of the foregoing claims, characterized in that, at the outer end (13) of the displacement body (10), at least one collar part (16)
extends transversely thereof.
6. Assembly as claimed in claim 4, characterized in that the collar part (16) comprises a flanged edge (16) extending over a full periphery
of the outer end (13).
1. Baugruppe zum Bilden eines langgestreckten unterirdischen Konstruktionselementes,
insbesondere eines Fundamentpfahles, mit einem langgestreckten Verdrängungskörper
(10) und einer Einrichtung zum Eintreiben des Verdrängungskörpers (10) in axialer
Richtung in den Boden, wobei der Verdrängungskörper (10) an einem Außenende (13) mit
wenigstens einem Verdrängungselement (14) sowie mit wenigstens einer Auslassöffnung
(12) für eine aushärtende Bauflüssigkeit ausgestattet ist, dadurch gekennzeichnet, dass das wenigstens eine Verdrängungselement (14) wenigstens eine im Wesentlichen ebene
Platte (14) umfasst, die sich in axialer Richtung vom Außenende (13) des Verdrängungskörpers
(10) erstreckt und ein unterer Teil der Platte ein unterstes Ende der Baugruppe in
axialer Richtung bildet, und dass die Platte (14) mit wenigstens einer Aussparung
(21 ... 24) innerhalb eines Umfanges (15) versehen ist, der imaginär sein kann.
2. Baugruppe nach Anspruch 1, dadurch gekennzeichnet, dass sich wenigstens der untere Teil der Platte (14) in axialer Richtung zu einem Punkt
hin verjüngt.
3. Baugruppe nach einem oder beiden der vorausgegangen Ansprüche, dadurch gekennzeichnet, dass die wenigstens eine Aussparung (21 ... 24) wenigstens einen verzahnten Teil innerhalb
eines imaginären Umfangs (15) der Platte aufweist.
4. Baugruppe nach einem oder mehreren der vorausgegangenen Ansprüche, dadurch gekennzeichnet, dass die Aussparung (21 ... 24) wenigstens eine innerhalb der Platte angeordnete Öffnung
aufweist.
5. Baugruppe nach einem oder mehreren der vorausgegangenen Ansprüche, dadurch gekennzeichnet, dass sich am Außenende des Verdrängungskörpers (10) wenigstens ein Kragen (16) quer hierzu
erstreckt.
6. Baugruppe nach Anspruch 4, dadurch gekennzeichnet, dass der Kragen (16) eine angeflanschte Kante (16) umfasst, die sich über den ganzen Umfang
des Außenendes (13) erstreckt.
1. Ensemble pour la formation d'un élément de construction allongé souterrain, en particulier
d'un pieu de fondation, comprenant un corps de déplacement allongé (10) et un dispositif
d'entraînement du corps de déplacement (10) dans le sol dans une direction axiale,
dans lequel le corps de déplacement (10) est disposé à une extrémité extérieure (13)
avec au moins un membre de déplacement (14) et avec au moins une ouverture de sortie
(12) pour un liquide de durcissement de construction, caractérisé en ce que ledit au moins un élément de déplacement (14) comprend au moins une lame substantiellement
plane (14) qui s'étend dans la direction axiale depuis l'extrémité extérieure (13)
du corps de déplacement (10), une partie inférieure de la lame utilisée formant une
extrémité extérieure la plus basse de l'ensemble dans la direction axiale, et en ce que la lame (14) est munie d'au moins un évidement (21...24) à l'intérieur d'une périphérie
(15) qui peut être imaginaire ou pas.
2. Ensemble selon la revendication 1, caractérisé en ce qu'au moins la partie inférieure de la lame (14) se rétrécit en pointe dans la direction
axiale.
3. Ensemble selon l'une ou plusieurs des revendications précédentes, caractérisé en ce que le au moins un évidement (21...24) comprend au moins une partie en retrait à l'intérieur
d'une périphérie imaginaire (15) de la lame.
4. Ensemble selon l'une ou plusieurs des revendications précédentes, caractérisé en ce que l'évidement (21...24) comprend au moins une ouverture ménagée dans la lame.
5. Ensemble selon l'une ou plusieurs des revendications précédentes, caractérisé en ce que, à l'extrémité extérieure (13) du corps de déplacement (10), au moins une partie
d'anneau (16) s'étend transversalement à celui-ci.
6. Ensemble selon la revendication 4, caractérisé en ce que la partie d'anneau (16) comprend un rebord en collerette (16) s'étendant sur toute
une périphérie de l'extrémité extérieure (13).


REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only.
It does not form part of the European patent document. Even though great care has
been taken in compiling the references, errors or omissions cannot be excluded and
the EPO disclaims all liability in this regard.
Patent documents cited in the description