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EP 3 577 278 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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18.11.2020 Bulletin 2020/47 |
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Date of filing: 02.02.2018 |
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International Patent Classification (IPC):
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International application number: |
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PCT/NL2018/050074 |
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International publication number: |
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WO 2018/143808 (09.08.2018 Gazette 2018/32) |
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DRAINAGE BLOCKS FOR DIKES OR URBAN SETTINGS
ENTWÄSSERUNGSBLÖCKE FÜR DEICHE ODER STÄDTISCHE ORTE
BLOCS DE DRAINAGE POUR LES DIGUES OU LES ENDROITS URBAINS
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Designated Contracting States: |
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AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL
NO PL PT RO RS SE SI SK SM TR |
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Priority: |
03.02.2017 NL 2018297
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Date of publication of application: |
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11.12.2019 Bulletin 2019/50 |
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Proprietor: Hill Innovations B.V. |
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3011 AA Rotterdam (NL) |
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Inventor: |
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- MUGHAL, Aroen
3021 JJ Rotterdam (NL)
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Representative: Nederlandsch Octrooibureau |
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P.O. Box 29720 2502 LS The Hague 2502 LS The Hague (NL) |
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References cited: :
WO-A1-2011/108931 CN-A- 105 780 726 NL-C- 1 039 139
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WO-A1-2016/159775 JP-A- 2002 004 242
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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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Field of the invention
[0001] The present invention relates to drainage blocks, and in particular to drainage blocks
for use in urban settings. Further, the present invention also relates to a drainage
block for use in dikes.
Background art
[0002] A drainage block is known from publication
US2012/0255624A1, which discloses a drainage body comprising a base unit and a top unit. The base
unit and the top unit are connected via frustoconic or frustopyramidal spacers. However,
such drainage blocks are not suitable for use as pavement in an urban setting, as
the top unit is formed as a hollow mesh containing many openings, which openings pose
a hazard for pedestrians and cyclists and other users of a pavement in an urban setting.
Further, partly due to said openings, such blocks do not meet government regulations
for pavements. Other drainage blocks are known, for example from
NL1039139C,
WO2011/108931A1,
JP2002004242A and
WO2016/159775A1.
CN105780726A discloses a block for building a dyke.
Summary of the invention
[0003] The present invention seeks to provide a drainage block for dikes as a road pavement
with drainage and water buffering properties. The present invention also seeks to
provide drainage blocks that can be used in urban areas as pavement with drainage
and water buffering properties.
[0004] According to an aspect of the invention, a strip drainage block is provided comprising
a slab, a base, and a plurality of stems connecting said slab and base, wherein each
of the plurality of stems has a cross-sectional area that is smaller than the smallest
or minimum cross-sectional areas of the slab and the base, wherein the slab and the
base each comprise two longitudinal faces, each comprising a plurality of spacing
projections. Such a block is advantageous as the larger dimensions facilitate faster
assembly or pavement of an area. The plurality of stems comprise any number of stems,
for example, it may comprise at least two stems. Alternatively, the plurality of stems
may comprise at least three stems. Preferably, the plurality of stems may comprise
at least four to five stems. This advantageously reduces the time required for assembly
of a drainage block pavement. In particular, a block (or half block) with five, or
at least five, stems is stronger and is easier to manufacture.
[0005] In an embodiment, each of the plurality of stems of the strip drainage block has
a circular cross-section (cross-section herein is defined as contained in a horizontal
plane(s) perpendicular to its central longitudinal axis) throughout its extension,
and the diameter is greater towards the base and towards the slab, thereby defining
a curved surface between the slab and the base. This advantageously allows for a smoother
flow of the fluid passing through the block, as the smooth curve shape of the buffering
space reduces turbulence. The curved shape also benefits from the surface tension
effect so as to guide the fluid downwards from the slab draining spaces to the base
draining spaces.
[0006] In an alternative embodiment, each of the plurality of stems of the strip drainage
block has an oval cross-section (cross-section herein defined as contained in a horizontal
plane(s) perpendicular to its central longitudinal axis) throughout its extension,
the oval cross-section having a maximum dimension, and wherein said maximum dimension
is greater towards the base and towards the slab, thereby defining a curved surface
between the slab and the base. A curved shape directs the loads, which are applied
on the slab, in an effective way. This is because the pressures on the block are distributed
in a way that as much as material can be saved, while maintaining material in the
areas where the pressures are higher.
[0007] In a further embodiment, each of the plurality of stems has a rectangular cross-section
(cross-section herein is defined as contained in a horizontal plane(s) perpendicular
to its central longitudinal axis) throughout its extension, the rectangular cross-section
having a maximum length, and wherein the maximum length is greater towards the base
and towards the slab, thereby defining a curved surface between the slab and the base.
A curved shape directs the loads, which are applied on the slab, in an effective way.
This is because the pressures on the block are distributed in a way that as much as
material can be saved, while maintaining material in the areas where the pressures
are higher.
[0008] In a further embodiment, two of the plurality of stems are outer stems defining two
flat, lateral ends of the block, which outer stems comprise a semi-circular, a semi-oval,
or a half-rectangle cross-section (depending on the type of strip drainage block as
disclosed above as defined by the cross-sectional area of the plurality of stems).
By semi-circular and semi-oval cross-section it is meant herein a half-circle cross-section
and a half-oval cross-section. By half-rectangle cross-section it is meant herein
that the outer stem cross-sectional area is substantially half of the cross-section
area of a stem that is not an outer stem.
[0009] The block may be comprised of two half blocks, as described in claim 10. In this
case the corresponding outer stem may have a wedge-shaped cross-section (corresponding
to half of a half-circle), or a quarter oval cross-section, or a quarter-rectangle
cross-section, depending on the type of strip drainage block (as defined by the cross-sectional
area of the plurality of stems). The lateral ends of a drainage block comprising external
stems may be characterized by the claimed flat surfaces which provide a surface for
connecting an adjoining a strip drainage block. The lateral ends are preferably flat
so that a more stable connection is achieved between two adjoining strip drainage
blocks.
[0010] In an embodiment, the plurality of spacing projections define recesses along the
slab and the base. The term recesses is used herein to refer to those portions of
the slab and base which do not contain a spacing projection, that is, those portions
are recessed with respect to the spacing projections. Each of the plurality of spacing
projections may have a length that is equal to, or smaller than, the diameter or maximum
length of the smallest cross-section of each of the plurality of stems. Alternatively
or additionally, each of the plurality of spacing projections may have a length that
is defined as a ratio of the length of the longitudinal faces of base and slab, for
example, each spacing projection may have a length that is 15% of the length of the
longitudinal faces of the slab or base. Each of the plurality of spacing projections
may have a depth (or thickness) of, for example, 3 mm, with respect to said recesses
on the base and slab. The depth or thickness may be larger or smaller depending on
the desired size of the drainage gap or spacing. A larger gap increases the drainage
rate.
[0011] In an embodiment, each of the plurality of spacing projections is aligned with one
of the plurality of stems. Alternatively, the spacing projections may be arranged
so that they are not aligned with the stems. For example, they may be intercalated
with the stems. The number of spacing projections may relate to the number of stems,
for example there are preferably two spacing projections per stem in a strip drainage
block provided as whole, and one spacing projection per stem in a strip drainage block
provided as a half block. This provides adequate ability to space adjoining blocks.
[0012] In an embodiment, the drainage blocks according to the invention are made of concrete,
including geopolymer concrete. Manufacturing the blocks (and half-blocks) out of concrete
makes for a stronger block, and in particular makes for a block that can be used as
pavement without the need for a top or cover layer (such as drainage sand or other
such top layers). When the drainage blocks are used as a fundament/substructure they
can be covered with a much less thick top or cover layer than would be necessary in
the case of the known blocks, because of the strength of the block according to the
invention. Other materials for making the blocks and half-blocks may also be used,
such as baked clay or plastics.
[0013] Alternatively, the invention may consist of a drainage half block comprising a half
slab, a half stem, and a half base, and one flat surface. Two such half blocks are
intended to be arranged adjacent to each other along their respective flat surfaces,
so that the half blocks are symmetrical with respect to a central longitudinal plane
of the drainage block. In this manner, one whole drainage block is formed by joining
two half drainage blocks. By joining it is meant herein two half blocks being arranged
next to each other, along their flat surfaces, either with or without an adhesive
such as cement. Preferably, the half blocks are adjoined without the use of adhesives.
[0014] According to another aspect of the invention, a method for manufacturing drainage
blocks according to the above description is provided, comprising the step of forming
the drainage block using a mold. This facilitates manufacturing of the blocks. A mold
would thus be provided conforming to the physical and dimensional aspects described
herein, which mold is filled with the material of choice for forming the drainage
block.
[0015] In a further embodiment, the drainage block is formed by adjoining (as defined above)
two half blocks, the half blocks being formed by using molds.
Short description of drawings
[0016] The present invention will be discussed in more detail below, with reference to the
attached drawings, in which
Figs. 1A-1C show several views of a drainage block according to an example that is
not an embodiment of the invention.
Fig. 2 shows an arrangement of a plurality of drainage blocks according to an example
that is not an embodiment of the invention.
Figs. 3A-3C show several views of a drainage block according to another example that
is not an embodiment of the invention.
Fig. 4 shows an arrangement of a plurality of drainage blocks according to an example
that is not an embodiment of the invention.
Figs. 5A-5B show several views of a strip drainage block according an aspect of the
invention.
Figs. 6A-6B show several views of a strip drainage block according to the invention.
Figs. 7A-7B show several views of a strip drainage block according to another aspect
of the invention.
Figs. 8A-8B show several views of a strip drainage block according to another aspect
of the invention.
Description of embodiments
[0017] Figs. 1A shows an axonometric view of a drainage block 100 according to an example
that is not an embodiment of the invention, comprising a slab 102, a single stem 104,
and a base 106. Fig. 1B shows a side view of the drainage block 100. Fig. 1C shows
another side view with a cross-section II-II. A cross-section of the stem. The block
100 has a height H1. The slab 102 has a height H2, and the base 106 has a height H3.
In the depicted example, the slab and the base have the same height (that is, H2 =
H3). The stem 104 has a semi-oval cross section characterized by a length D and a
width R, with D being greater than R. The semi-oval cross-section increases from a
substantially central area towards both the base 106 and the slab 102, but the increase
is greater towards the slab 102.
[0018] Fig. 2 shows an arrangement 200 of a plurality of blocks 100. As can be seen in the
figure, adjoining four blocks 100 in a substantially square arrangement results in
the creation of a substantially cross-shaped drainage gap or spacing 202. The blocks
are adjoined such that the spacing projections of one block are adjacent to the spacing
projections of a further block. In this case, the spacing projections of both the
base and the slab of one block adjoin respective spacing projections of the base and
the slab of a further block.
[0019] Fig. 3A shows an axonometric view of a block 300 for use in a dike, as an example
that is not an embodiment of the invention. The block 300 comprises a slab 302, a
single stem 304, and a base 306. The base 306 is divided into an upper base section
306a and a lower base section 306b by a peripheral groove 308. The upper base section
306a has a spacing projection 310 on two of its four faces.
[0020] Fig. 3B shows a side view of the block 300. Fig. 3C shows another side view with
cross-section along a plane II-II. The block 300 has a spacing projection 310 on two
faces of the four faces of the upper base section 306a. The block 300 has a height
H5 and the slab has a height H6. The base has a height H7, the upper base section
has a height H7a, and the lower base section has a height H7b. The stem has a height
H8. The peripheral groove has a height H9 and a depth D. The stem 304 is symmetrical
with respect to a central horizontal plane, increasing in size equally from a central
area towards the slab 302 and towards the base 306.
[0021] Fig. 4 shows an arrangement of a plurality of blocks 300. As can be seen in the figure,
adjoining four blocks 300 in a substantially square arrangement results in the creation
of a substantially cross-shaped drainage gap or spacing 402 formed by the spacing
projections of the slabs. The blocks are adjoined such that the spacing projections
of one block are adjacent to the spacing projections of a further block. In this case,
the base of each block only has two spacing projections 310, arranged on opposing
faces of the upper base sections 306a.
[0022] Fig. 5A shows a strip drainage half block 500 according to an embodiment of the invention.
The block 500 comprises four spaced stems 506 arranged between a slab 502 and a base
504. The base and the slab have spacing projections 510 and 512, respectively, which
are aligned with the stems 506. The slab has two longitudinal faces 502 and the base
has two longitudinal faces 504. Fig. 5B shows the other side of the block 500. The
block 500 has a height HS1 and a length LS1.
[0023] Fig. 6A shows a strip drainage half block 600 with a half slab 606 and a half base
608, each with two longitudinal faces, 614 and 616, respectively. A plurality of half
stems 603 are arranged between the half slab 606 and the half base 608. In this embodiment,
the strip block has two outer half stems 604a, b, and has two flat, lateral ends 602.
The half slab 606 has spacing projections 612 and the half base 608 has spacing projections
610, along one of their respective longitudinal faces. Fig. 6B shows the other side
of the strip half block 600.
[0024] Fig. 7A shows a strip drainage block 700, with a base 706 and a slab 702. A plurality
of stems 704 are arranged between the slab 702 and the base 706. The slab has two
longitudinal faces 712 and the base has two longitudinal faces 714. A plurality of
spacing projections 710 and 708 are arranged along said longitudinal faces. Fig. 7B
shows the other side of the block 700.
[0025] Fig. 8A shows a strip drainage block 800, with a base 806 and a slab 802. A total
of five stems 804 are arranged between the slab 802 and the base 806. The slab has
two longitudinal faces 812 and the base has two longitudinal faces 814. A plurality
of spacing projections 810 and 808 are arranged along said longitudinal faces. Fig.
8B shows the other side of the block 800.
[0026] The present invention has been described above with reference to a number of examples
and embodiments as shown in the drawings. Modifications and alternative implementations
of some parts or elements are possible to the extent that they are included in the
scope of protection as defined in the appended claims.
1. Strip drainage block (500; 700; 800) for use as pavement or as substructure on dikes
or urban spaces, comprising a slab (502; 702; 802), a base (504; 706; 806), and a
plurality of stems (506; 704; 804) connecting said slab and base, wherein each of
the plurality of stems has a cross-sectional area that is smaller than the smallest
cross-sectional areas of the slab and the base, wherein the slab and the base each
comprise two longitudinal faces, each comprising a plurality of spacing projections
(510, 512; 708, 710; 808, 810).
2. Strip drainage block according to claim 1, wherein each of the plurality of stems
has a circular cross-section throughout its extension, the circular cross-section
having a maximum dimension, and wherein the maximum dimension is greater towards the
base and towards the slab, thereby defining a curved surface between the slab and
the base.
3. Strip drainage block according to claim 2, wherein each of the plurality of stems
has an oval cross-section throughout its extension, the oval cross-section having
a maximum dimension, and wherein said maximum dimension is greater towards the base
and towards the slab, thereby defining a curved surface between the slab and the base.
4. Strip drainage block according to claim 1, wherein each of the plurality of stems
has a rectangular cross-section throughout its extension, the rectangular cross-section
having a maximum length, and wherein the maximum length is greater towards the base
and towards the slab, thereby defining a curved surface between the slab and the base.
5. Strip drainage block according to any of claims 1-4, wherein the plurality of stems
comprise at least five stems.
6. Strip drainage block according to claim 1, wherein two of the plurality of stems are
outer stems and define two flat, lateral ends of the block.
7. Strip drainage block according to any of claims 1-6, wherein the plurality of spacing
projections define recesses along the slab and the base, and wherein each of the plurality
of spacing projections has a length that is equal to, or smaller than, a maximum length
of the smallest cross-section of each of the plurality of stems.
8. Strip drainage block according to any of claims 1-7, wherein the each of the plurality
of spacing projections is aligned with one of the plurality of stems.
9. Drainage block according to any of the preceding claims, wherein the block is made
of concrete.
10. Drainage block according to any of the preceding claims, wherein the block is comprised
of two half blocks (600) each comprising a half slab (606), half stems (603, 604a,
604b), and a half base (608), and one flat surface, and wherein the half blocks are
arranged adjacent to each other along their respective flat surfaces, so that the
half blocks are symmetrical with respect to a central longitudinal plane of the drainage
block.
11. Drainage half block (600), wherein the half block is comprised of half of a block
according to any of the preceding claims, comprising a half slab (606), half stems
(603, 604a, 604b), and a half base (608), and one flat surface, and wherein the half
blocks are configured to be arranged adjacent to each other along their respective
flat surfaces, so that the half blocks are symmetrical with respect to a central longitudinal
plane of the drainage block.
12. Method for manufacturing a drainage block according to any of the preceding claims,
comprising forming the drainage block using a mold.
13. Method of claim 12, wherein the drainage block is formed by adjoining two half blocks,
the half blocks being formed by using molds.
1. Streifenentwässerungsblock (500; 700; 800) zum Verwenden als Pflasterung oder als
Unterstruktur auf Deichen oder städtischen Räumen, der eine Platte (502; 702; 802),
eine Basis (504; 706; 806) und eine Vielzahl von Stielen (506; 704; 804) umfasst,
die besagte Platte und Basis verbinden, wobei jede der Vielzahl von Stielen eine Querschnittsfläche
hat, die kleiner als die kleinsten Querschnittsflächen der Platte und der Basis ist,
wobei die Platte und die Basis jeweils zwei Längsseiten umfassen, die jeweils eine
Vielzahl von Abstandsvorsprüngen (510, 512; 708, 710; 808, 810) umfassen.
2. Streifenentwässerungsblock nach Anspruch 1, wobei jede der Vielzahl von Stielen einen
kreisförmigen Querschnitt über ihre gesamte Ausdehnung hat, wobei der kreisförmige
Querschnitt eine maximale Größe hat und wobei die maximale Größe zu der Basis und
zu der Platte hin größer ist, wodurch eine gebogene Oberfläche zwischen der Platte
und der Basis definiert wird.
3. Streifenentwässerungsblock nach Anspruch 2, wobei jede der Vielzahl von Stielen einen
ovalen Querschnitt über ihre gesamte Ausdehnung hat, wobei der ovale Querschnitt eine
maximale Größe hat und wobei besagte maximale Größe zu der Basis und zu der Platte
hin größer ist, wodurch eine gebogene Oberfläche zwischen der Platte und der Basis
definiert wird.
4. Streifenentwässerungsblock nach Anspruch 1, wobei jede der Vielzahl von Stielen einen
rechteckigen Querschnitt über ihre gesamte Ausdehnung hat, wobei der rechteckige Querschnitt
eine Maximallänge hat und wobei die Maximallänge zu der Basis und zu der Platte hin
größer ist, wodurch eine gebogene Oberfläche zwischen der Platte und der Basis definiert
wird.
5. Streifenentwässerungsblock nach einem der Ansprüche 1-4, wobei die Vielzahl von Stielen
mindestens fünf Stiele umfasst.
6. Streifenentwässerungsblock nach Anspruch 1, wobei zwei der Vielzahl von Stielen Außenstiele
sind und zwei flache, seitliche Enden des Blocks definieren.
7. Streifenentwässerungsblock nach einem der Ansprüche 1-6, wobei die Vielzahl von Abstandsvorsprüngen
Vertiefungen entlang der Platte und der Basis definiert und wobei jede der Vielzahl
von Abstandsvorsprüngen eine Länge hat, die gleich oder kleiner als eine Maximallänge
des kleinsten Querschnitts jeder der Vielzahl von Stielen ist.
8. Streifenentwässerungsblock nach einem der Ansprüche 1-7, wobei jede der Vielzahl von
Abstandsvorsprüngen mit einem der Vielzahl von Stielen ausgerichtet ist.
9. Entwässerungsblock nach einem der vorhergehenden Ansprüche, wobei der Block aus Beton
besteht.
10. Entwässerungsblock nach einem der vorhergehenden Ansprüche, wobei der Block aus zwei
Halbblöcken (600) besteht, die jeweils eine halbe Platte (606), halbe Stiele (603,
604a, 604b) und eine halbe Basis (608) und eine flache Oberfläche umfassen, und wobei
die Halbblöcke entlang ihrer jeweiligen flachen Oberflächen nebeneinander angeordnet
sind, so dass die Halbblöcke in Bezug auf eine zentrale Längsebene des Entwässerungsblocks
symmetrisch sind.
11. Entwässerungshalbblock (600), wobei der Halbblock gemäß einem der vorhergehenden Ansprüche
aus der Hälfte eines Blocks besteht, wobei er eine halbe Platte (606), halbe Stiele
(603, 604a, 604b) und eine halbe Basis (608) und eine flache Oberfläche umfasst, und
wobei die Halbblöcke konfiguriert sind, um entlang ihrer jeweiligen flachen Oberflächen
nebeneinander angeordnet zu sein, so dass die Halbblöcke in Bezug auf eine zentrale
Längsebene des Entwässerungsblocks symmetrisch sind.
12. Verfahren zum Herstellen eines Entwässerungsblocks gemäß einem der vorhergehenden
Ansprüche, welches das Bilden des Entwässerungsblocks unter Verwenden einer Form umfasst.
13. Verfahren nach Anspruch 12, wobei der Entwässerungsblock durch Aneinanderfügen von
zwei Halbblöcken gebildet wird, wobei die Halbblöcke unter Verwenden von Formen gebildet
werden.
1. Bloc de drainage à bande (500; 700; 800) destiné à être utilisé en tant que chaussée
ou en tant que sous-structure sur des digues ou des espaces urbains, comprenant une
dalle (502; 702; 802), une base (504; 706; 806) et une pluralité de tiges (506; 704;
804) reliant ladite dalle et la base, où chacune de la pluralité de tiges a une section
transversale qui est plus petite que les plus petites sections transversales de la
dalle et de la base, où la dalle et la base comprennent chacune deux faces longitudinales,
comprenant chacune une pluralité de projections d'espacements (510, 512; 708, 710;
808, 810).
2. Bloc de drainage à bande selon la revendication 1, où chacune de la pluralité de tiges
a une section transversale circulaire tout au long de son extension, la section transversale
circulaire ayant une dimension maximale, et où la dimension maximale est plus grande
vers la base et vers la dalle, définissant ainsi une surface incurvée entre la dalle
et la base.
3. Bloc de drainage à bande selon la revendication 2, où chacune de la pluralité de tiges
a une section transversale ovale tout au long de son extension, la section transversale
ovale ayant une dimension maximale, et où ladite dimension maximale est plus grande
vers la base et vers la dalle, définissant ainsi une surface incurvée entre la dalle
et la base.
4. Bloc de drainage à bande selon la revendication 1, où chacune de la pluralité de tiges
a une section transversale rectangulaire tout au long de son extension, la section
transversale rectangulaire ayant une longueur maximale, et où la longueur maximale
est plus grande vers la base et vers la dalle, définissant ainsi une surface incurvée
entre la dalle et la base.
5. Bloc de drainage à bande selon l'une quelconque des revendications 1 à 4, où la pluralité
de tiges comprend au moins cinq tiges.
6. Bloc de drainage à bande selon la revendication 1, où deux de la pluralité de tiges
sont des tiges extérieures et définissent deux extrémités latérales planes du bloc.
7. Bloc de drainage à bande selon l'une quelconque des revendications 1 à 6, où la pluralité
de projections d'espacements définissent des évidements le long de la dalle et de
la base, et où chacune de la pluralité de projections d'espacements a une longueur
qui est égale ou inférieure à une longueur maximale de la plus petite section transversale
de chacune de la pluralité de tiges.
8. Bloc de drainage à bande selon l'une quelconque des revendications 1 à 7, où la chacune
de la pluralité de projections d'espacements est alignée avec l'une de la pluralité
de tiges.
9. Bloc de drainage selon l'une quelconque des revendications précédentes, où le bloc
est en béton.
10. Bloc de drainage selon l'une quelconque des revendications précédentes, où le bloc
est constitué de deux demi-blocs (600) comprenant chacun une demi-dalle (606), des
demi-tiges (603, 604a, 604b) et une demi-base (608) et une surface plane, et où les
demi-blocs sont agencés de manière adjacente les uns aux autres le long de leurs surfaces
planes respectives, de sorte que les demi-blocs sont symétriques par rapport à un
plan longitudinal central du bloc de drainage.
11. Demi-bloc de drainage (600), où le demi-bloc est constitué d'une moitié d'un bloc
selon l'une quelconque des revendications précédentes, comprenant une demi-dalle (606),
des demi-tiges (603, 604a, 604b), et une demi-base (608) et une surface plane, et
où les demi-blocs sont configurés pour être agencés de manière adjacente les uns aux
autres le long de leurs surfaces planes respectives, de sorte que les demi-blocs sont
symétriques par rapport à un plan longitudinal central du bloc de drainage.
12. Procédé pour fabriquer un bloc de drainage selon l'une quelconque des revendications
précédentes, comprenant la formation du bloc de drainage en utilisant un moule.
13. Procédé selon la revendication 12, où le bloc de drainage est formé par deux demi-blocs
juxtaposés, les demi-blocs étant formés en utilisant des moules.
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