FIELD OF THE INVENTION
[0001] The present invention relates to the field of building bricks in children's building
sets. Particularly to giant-sized bricks with different configurations and simple
manufacturing, wherein the joining is made based on a male-female relationship, including
bricks made of compressive elastic materials which further allow assembling firm structures.
BACKGROUND OF THE INVENTION
[0002] Children's building sets are well known in the art. They are usually made up of a
plurality of bricks with a certain configuration which allows each brick to be detachably
joined to at least one other brick to build and create larger size figures, as claimed
in
patent US 3,005,282 which describes a brick having hollows of several configurations for example, square,
rectangular or other shapes, made of rigid plastic and provided with several cylindrical
projections that fit into the hollow of one other brick or the hollows of two or more
adjacent bricks.
[0003] In this regard, it is customary in the art that to allow the concatenated and continuous
assembly of bricks, the separation distance between said cylindrical projections is
a multiple of the distance corresponding to the width and/or length of said brick.
In this regard, patent
IL121303 claims a toy building brick made of a semi-rigid plastic material and joinable to
at least one other building brick, wherein the use of non-rigid materials is started
to be considered for the manufacture of toy building bricks, however, the bricks disclosed
in said invention include a plurality of irregular shapes and special cuts, the manufacture
of which requires complex processes or specialized machinery.
[0004] It is common in the art for each brickto have at least one male element and at least
one female element, so that the male element or elements of each brick is/are inserted
into the female element of at least one other brick and so on. Usually, in the art,
the male-female relationship is based on circular elements mainly on the male element
having a cylindrical shape, and the female element having a tube shape or other configurations.
In this regard, since there is a male-female relationship based on circular elements,
it is possible to rotate on the axis of the circle of each male-female element to
increase the range of building configurations. Thus, it is possible to build straight
and angled structures.
JP H105451 discloses a brick toy configured as a parallelepiped main body wherein a recess is
delimited on each among three sides of the body and a projection protrudes from each
of the other three sides of the main body.
[0005] It is important to note that the dimensions of the building bricks in the art are
designed so that a child can handle them with its fingers, that is, wherein the size
of each brick is not larger than the size of an average child's fist.
[0006] In this regard, the use of these materials with these dimensions only allows creating
relatively small structures or figures, due to the number of parts required, complexity,
and to the fact that the structure loses stability as the building bricks reach certain
height. However, it is not possible simply to scale up the size of the bricks found
in the art, since a child would not have enough force to join or detach the bricks.
In this regard, it has been identified that children want to build figures exceeding
the dimensions found in the art, that is, figures or structures exceeding their height
such as castles, walls, or houses, but also providing stability in the structure to
be built, safety and ease of use for the child.
[0007] At the same time, it is customary in the art to use rigid or semi-rigid materials
such as acrylonitrile butadiene styrene (ABS) plastic or an equivalent, wherein due
to the properties of these materials, the male-female relationship must be perfect,
often making the already joined bricks to be very difficult to detach by the force
of a child or, in contrast, the joining to be weak causing the structures to fall
easily. Additionally, the use of rigid materials may pose a risk to children, because
the bricks include blunt edges or corners that can easily injure a human being and
wherein the type of injury due to impact or blow varies according to the toy building
brick size.
[0008] Thus, it is desirable to obtain a set of building bricks, the design of which is
oriented to the use of soft materials that can receive impacts or be struck by a user
such as a child, without injuring said user, which further allows building firm structures
exceeding the average dimensions used in the art. Likewise, it is equally desirable
the creation of a set of building bricks that allows a child assembling and disassembling
structures exceeding the average dimensions found in the art without the help of an
adult, that is, wherein the force required to join or detach is compatible with the
force of an average child.
[0009] Thus, allowing said bricks or molds for the manufacturing of said bricks to involve
simple designs without arbitrary shapes or curves or which are difficult to design
and/or manufacture.
SUMMARY OF THE INVENTION
[0010] The present invention is related to the toy building bricks, wherein the bricks include
one or more shapes, thereby defining sets of bricks, wherein all the shapes are compatible
with each other so that the sets of bricks can be joined with each other, that is,
wherein a brick can fit to be detachably joined to at least one other brick thus allowing
the modular construction of three-dimensional structures, maintaining a single brick
final shape without arbitrary components, the manufacture of which is more complex.
The bricks being independent parts which can be detachably joined to form structures
or figures of different configurations. The invention provides a building brick according
to claim 1.
[0011] In one embodiment of the invention, the length (L) of the building brick is greater
than 20 cm.
[0012] In one embodiment of the invention, each set of bricks is made with at least one
soft material with elastic properties, which absorb the impacts reducing the risk
of injury to the user by some direct blow. In this regard, the material requiring
between 0 to 82,7kPa (12 psi) to compress 25% of said material and which returns to
its original shape in a period of time after the pressure stops being applied is considered
soft. In a preferred embodiment, a material having a pressure is used to compress
25% of said material from 20,7 kPa (3 psi) to 34,5 kPa (5 psi). Thus, the risk of
injury is reduced, and support is maintained in the structure formed when building
several bricks vertically, including the density of the material which provides stability
to said assembly equally.
[0013] In one embodiment of the invention, the material used to manufacture the set of bricks
is selected from the list of ethylene-vinyl acetate (foamy), light polyurethane or
polyurethane foam, polyethylene or polyethylene foam, and/or polystyrene or polystyrene
foam, wherein said materials are considered soft. In one embodiment of the invention,
foamy and polyurethane foam are used.
BRIEF DESCRIPTION OF THE DRAWINGS
[0014]
Figure 1 shows an embodiment of the present invention in three different views corresponding
to the isometric view, front view and bottom view.
Figure 2 shows an AA sectional view of the brick of figure 1.
Figure 3 shows an embodiment of the present invention, wherein all dimensions of the
brick are made in relation to multiples of a length L.
Figure 4, shows an embodiment of the present invention in front view and sectional
view, wherein a support chamfer is included around the base of each protrusion or
pivot.
Figure 5 shows an embodiment of the present invention in front view and sectional
view, wherein a support chamfer is included around the base of each protrusion or
pivot and/or relief bores are included around each female element.
Figure 6 shows the brick of Figure 5, wherein some of the stresses undergone during
use by said brick are seen.
Figure 7 shows an isometric bottom view of an embodiment of the present invention,
wherein the relief bores have a non-circular shape.
Figure 8 shows an illustrative example of the assembly of three bricks.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0015] The following description is presented to enable any person skilled in the art to
make and use the embodiments and is provided in the context of a particular application
and its requirements.
[0016] Several modifications to the disclosed embodiments will be readily apparent to those
skilled in the art and the general principles defined herein may be applied to other
embodiments and applications without departing from the spirit and scope of the present
disclosure. Thus, the present invention is not limited to the embodiments shown, on
the contrary it must concur with the broader scope consistent with the principles
and features disclosed herein.
[0017] The present invention relates to a toy building brick made of a soft elastic material
joinable to at least one other building brick with the same properties, characterized
in that it comprises: a plurality of projections extending from at least one surface
of said brick, and undercut recesses disposed on the surface opposite to said at least
one surface, at least some of said recesses being in substantial alignment with said
projections, said projections having a hollow cylindrical shape or not, constituting
male joining means, said undercut recesses constituting female joining means, being
at least partial counterparts of said projections.
[0018] The examples shown in this document use bricks with two male elements and two female
elements. However, one skilled in the art will appreciate that the number of male
elements and female elements per brick may vary without affecting the subject matter
of the present invention, wherein the dimensions of the brick are proportionally adjusted
to accommodate said number of male and female elements. Additionally, the examples
shown are made from rectangular parallelepipeds, however, one skilled in the art will
appreciate that said configuration may vary without affecting the subject matter of
the present invention.
[0019] Figure 1, shows an embodiment of the present invention in several views (isometric,
frontal and bottom), wherein a brick 10 is shown with two protrusions which we will
call male elements 11 distributed centrally and uniformly on one face of said brick
10; and two tubular holes corresponding to the female elements 12, distributed centrally
and uniformly at one opposite face of said brick 10. One skilled in the art will appreciate
that the number of male elements and female elements may vary without affecting the
subject matter of the present invention, so they could be bricks of at least one male
element 11 and at least one female element 12. Thus, a brick with a length L, width
M, height H is shown. In one embodiment of the invention, the width M and the height
H correspond to a multiple of said length L. In a particular embodiment, the width
M correspond to L/2.
[0020] Figure 2 shows the AA sectional view in Figure 1. Thus, male elements with a height
A and a diameter D are shown. In this regard, the female elements with a depth P and
a diameter Q are shown. In one embodiment of the invention, the diameter D is equal
to the diameter Q.
[0021] In another embodiment of the invention, the diameter D is different to the diameter
Q. In a particular embodiment, the diameter D is greater than the diameter Q. In this
regard, the height A is, either equal to or less than the depth P. In one embodiment
of the invention, the height A and the depth P are equal to or greater than half the
height H. In one embodiment of the invention, the diameter D is a multiple of the
length L. In another embodiment of the invention, the diameter Q is a multiple of
the length L.
[0022] In this context, making use of the properties of the materials used, that is, soft
materials, and to ensure that the structures formed from the detachably joining of
bricks 10 are firm, an offset between the diameter Q and diameter D is included, thus
defining a non-perfect relationship or pressure relationship between said elements,
wherein an elastic deformation in at least one of the male and/or female elements
generates a joining force in said male-female relationship. In this regard, said offset
is greater than 1 mm. In a particular embodiment, the offset is 2 mm.
[0023] The separation distance X between each center of the male elements 11 corresponds
to the separation distance between female elements 12. Additionally, in one embodiment
of the invention said distance X is a multiple of the length L. In a particular embodiment,
the distance X is equal to L/2.
[0024] Figure 3 shows an embodiment of the present invention, wherein a brick whose configuration
and dimensions are relative to a length L.
[0025] In one embodiment of the invention, the length L, either corresponding to the embodiment
of Figure 1 or the embodiment of Figure 3, is greater than 20 cm. In a particular
embodiment, the length L is equal to 25 cm. Thus, a relationship between said length
and the mechanical properties of the selected material corresponding to a soft and
elastic material requiring about 20,7 kPa (3 psi) to 34,5 kPa (5 psi) of pressure
to compress 25% thereof and return to its original shape after said pressure, defines
a set of bricks that can be assembled forming firm structures, and representing a
minimum risk to the user or users.
[0026] Figure 4, shows an embodiment of the invention, wherein the brick 10 includes a chamfer
20. Once a multi-brick structure of the present invention has been formed, the male
elements 11 undergo a bending due to the same structure and to external forces, the
base of each male element 11 being particularly a critical point. Thus, to increase
the useful life of each brick, in said embodiment of the invention, a chamfer around
the base of each male element 11 is included. Figure 4 shows a chamfer with straight
and 45° shape, however, one skilled in the art will appreciate that the shape, angle
and depth of the chamfer may vary without affecting the subject matter of the present
invention.
[0027] Additionally, one skilled in the art will appreciate that the chamfer shape may be
curved or irregular, without affecting the subject matter of the present invention.
[0028] Figure 5 shows an embodiment of the present invention in sectional view and bottom
view, wherein one or a plurality of relief bores 5 around the female elements 12 are
included, which, depending on their size, number, shape and location, provide a controlled
elastic deformation or controlled pressure on the male and/or female element when
inserted with one another into a non-perfect male-female relationship. In this regard,
the use of relief bores enables each male element to be inserted and detached from
the female element when the male-female relationship includes a male width greater
than the female width. Thus, when the male element is attempted to be inserted into
the female element, a pressure is generated which is increasing as it continues to
be inserted due to several factors including friction. In this regard, it has been
identified that some children do not have enough force to either join or detach bricks
when the male-female relationship is not perfect. Thus, the relief bores 5 enable
the detachably joining of bricks by allowing firm structures of several joined bricks
to be assembled.
[0029] In one embodiment of the invention, the relief bores, in a sectional view, have a
conic shape. Thus, the relief pressure generated by said bores varies according to
the depth with which each male element is inserted.
[0030] One skilled in the art will appreciate that the number, configuration, depth, shape
and/or size of the relief bores may vary without affecting the subject matter of the
present invention.
[0031] In one embodiment of the invention, a friction-reducing layer of slip material is
used on the surface of either each male element and/or each female element to enable
the joining and detachment of bricks with each other.
[0032] Figure 6 shows a brick of an embodiment of the invention in sectional view, wherein
the stresses to which each brick is subjected during use are depicted. Thus, a force
F applied cross-sectionally at one point of the brick is absorbed elastically deforming
said brick without affecting the other points. The deformation of each brick will
depend on the applied force F and on the material with which said brick is made. In
this regard, an impact defined by a force F applied in a short period of time is likewise
absorbed by the material of the brick.
[0033] Additionally, Figure 6 shows the stresses to which the male elements and the female
elements are subjected particularly when there is a non-perfect detachably joining
relationship and wherein there is an elastic deformation in at least one of said elements.
In this regard, it is shown how the relief bores allow part of the material around
the female element to be freely compressed and/or bent generating a joining stress
between the male element and the female element controlled and dependent on the shape,
number and size of the relief bore or bores. Thus, reflecting on a friendly force
to join or detach the bricks by the user. In this regard, the use of soft materials
in a non-perfect female-male relationship allows compressions and/or bends in different
parts of the bricks to be relieved from elastic deformations, so that these are detachably
joined.
[0034] Figure 7 shows an embodiment of the present invention wherein the relief bores have
a shape other than circular.
[0035] Figure 8 shows an example of assembly of bricks 10 of an embodiment of the present
invention, wherein pressure is applied on said bricks to be joined so as to maintain
a mutual joining.
[0036] The foregoing descriptions of several embodiments have been presented for purposes
of illustration and description only. They are not intended to be exhaustive or to
limit the present invention to the disclosed shapes. Accordingly, many modifications
and variations will be apparent to those skilled in the art. Further, the foregoing
disclosure is not intended to limit the present invention. The scope of the invention
is defined by the appended claims.
1. A building brick, wherein the brick includes a rectangular parallelepiped shape having
a length (L), a width (M) and a height (H), and wherein the building brick is capable
of being detachably joined to at least one other building brick from a male-female
joining relationship, and wherein the building brick comprises:
at least one cylindrical hollow protrusion, projected from a first face of the building
brick, thus defining at least one male element (11), wherein a respective location
of each of the at least one male elements (11) varies according to the length of the
building brick; and
at least one cylindrical recess, on an opposite face of the first face of the building
brick, thus defining at least one female element (12), wherein a respective location
of each of the at least one female elements (12) on the opposite face of the building
brick corresponds to the location of a corresponding male element (11), wherein a
number of female elements (12) defined in the building brick equals a number of male
elements (11) defined in such building brick,
wherein the building brick is made of a soft compressive elastic material, wherein
the male-female relationship is not perfect
characterized in that a diameter (Q) of the at least one female element (12) is at least one millimeter
(mm) smaller than a diameter (D) of each corresponding male element (11), and
in that the building brick further comprises at least one relief bore (5) around a length
of at least one of the at least one female elements (12), wherein the at least one
relief bore (5) is configured to relieve the pressure exerted around a length of the
male element (11) when inserted into the at least one female element (12).
2. The building brick according to claim 1, wherein the length (L) of the building brick
is greater than 20 cm.
3. The building brick according to claim 1, wherein the soft compressive elastic material
is selected from the list of: ethylene-vinyl acetate, polyurethane foam, polyethylene
foam and polystyrene foam.
4. The building brick according to claim 1, wherein the soft compressive elastic material
requires between 0 to 82,7 kPa to compress 25% of the brick.
5. The building brick according to claim 1, wherein the soft compressive elastic material
requires between 20,7 kPa to 34,5 kPa to compress 25% of the brick.
6. The building brick according to claim 1, wherein the at least one relief bore (5)
comprises a non-circular relief bore.
7. The building brick according to claim 1, wherein the width (M) corresponds to a multiple
of the length (L) of the building brick.
1. Baustein, wobei der Baustein eine rechteckige Parallelepipedform mit einer Länge (L),
einer Breite (M) und einer Höhe (H) aufweist, und wobei der Baustein in der Lage ist,
lösbar mit mindestens einem anderen Baustein aus einer männlichen-weiblichen Verbindungsbeziehung
verbunden zu werden, und wobei der Baustein umfasst:
mindestens einen zylindrischen hohlen Vorsprung, der von einer ersten Fläche des Bausteins
vorsteht, wodurch mindestens ein männliches Element (11) definiert wird,
wobei eine jeweilige Position jedes der mindestens einen männlichen Elemente (11)
gemäß der Länge des Bausteins variiert; und mindestens eine zylindrische Aussparung
auf einer der ersten Fläche des Bausteins gegenüberliegenden Fläche, wodurch mindestens
ein weibliches Element (12) definiert wird,
wobei eine jeweilige Position jedes der mindestens einen weiblichen Elemente (12)
auf der gegenüberliegenden Fläche des Bausteins der Position eines entsprechenden
männlichen Elements (11) entspricht,
wobei eine Anzahl von in dem Baustein definierten weiblichen Elementen (12) gleich
einer Anzahl von in einem solchen Baustein definierten männlichen Elementen (11) ist,
wobei der Baustein aus einem weichen druckelastischen Material hergestellt ist,
wobei die männliche-weibliche Beziehung nicht perfekt ist
dadurch gekennzeichnet, dass ein Durchmesser (Q) des mindestens einen weiblichen Elements (12) mindestens einen
Millimeter (mm) kleiner als ein Durchmesser (D) jedes entsprechenden männlichen Elements
(11) ist,
und dadurch, dass der Baustein ferner mindestens eine Entlastungsbohrung (5) um eine
Länge von mindestens einem der mindestens einen weiblichen Elemente (12) umfasst,
wobei die mindestens eine Entlastungsbohrung (5) so konfiguriert ist, dass sie den
Druck entlastet, der um eine Länge des männlichen Elements (11) ausgeübt wird, wenn
es in das mindestens eine weibliche Element (12) eingesetzt wird.
2. Baustein nach Anspruch 1, wobei die Länge (L) des Bausteins größer als 20 cm ist.
3. Baustein nach Anspruch 1, wobei das weiche druckelastische Material aus der folgenden
Liste ausgewählt ist: Ethylenvinylacetat, Polyurethanschaum, Polyethylenschaum und
Polystyrolschaum.
4. Baustein nach Anspruch 1, wobei das weiche druckelastische Material zwischen o und
82,7 kPa erfordert, um 25 % des Bausteins zu komprimieren.
5. Baustein nach Anspruch 1, wobei das weiche druckelastische Material zwischen 20,7
kPa und 34,5 kPa erfordert, um 25 % des Bausteins zu komprimieren.
6. Baustein nach Anspruch 1, wobei die mindestens eine Entlastungsbohrung (5) eine nicht
kreisförmige Entlastungsbohrung umfasst.
7. Baustein nach Anspruch 1, wobei die Breite (M) einem Vielfachen der Länge (L) des
Bausteins entspricht.
1. Bloc de construction où le bloc comprend une forme parallélépipédique rectangulaire
ayant une longueur (L), une largeur (M) et une hauteur (H), et où le bloc de construction
peut être joint de manière amovible à au moins un autre bloc de construction à partir
d'un rapport d'assemblage mâle-femelle, et où le bloc de construction comprend :
au moins une partie saillante, creuse et cylindrique dépassant d'une première face
du bloc de construction, ladite partie saillante définissant ainsi au moins un élément
mâle (11), bloc de construction dans lequel un emplacement respectif de chacun de
l'au moins un de ceux parmi les éléments mâles (11) varie conformément à la longueur
du bloc de construction ; et
au moins un évidement cylindrique se trouvant sur une face opposée de la première
face du bloc de construction, ledit évidement définissant ainsi au moins un élément
femelle (12), bloc de construction dans lequel un emplacement respectif de chacun
de l'au moins un de ceux parmi les éléments femelles (12) se trouvant sur la face
opposée du bloc de construction correspond à l'emplacement d'un élément mâle correspondant
(11), bloc de construction dans lequel un certain nombre d'éléments femelles (12),
défini dans le bloc de construction, est égal à un certain nombre d'éléments mâles
(11), défini dans un tel bloc de construction,
où le bloc de construction est constitué d'un matériau élastique, compressif et souple,
bloc de construction dans lequel le rapport mâle-femelle n'est pas parfait,
caractérisé
en ce qu'un diamètre (Q) de l'au moins un élément femelle (12) est au moins d'un millimètre
(mm) plus petit qu'un diamètre (D) de chaque élément mâle correspondant (11), et
en ce que le bloc de construction comprend en outre au moins un alésage de décharge (5) autour
d'une longueur d'au moins un de ceux parmi les au moins un éléments femelles (12),
bloc de construction dans lequel l'au moins un alésage de décharge (5) est configuré
pour relâcher la pression exercée autour d'une longueur de l'élément mâle (11) lorsqu'il
est inséré dans l'au moins un élément femelle (12).
2. Bloc de construction selon la revendication 1, dans lequel la longueur (L) du bloc
de construction est supérieure à 20 cm.
3. Bloc de construction selon la revendication 1, dans lequel le matériau élastique,
compressif et souple est sélectionné parmi la liste comprenant : de l'éthylène-acétate
de vinyle, de la mousse de polyuréthane, de la mousse de polyéthylène et de la mousse
de polystyrène.
4. Bloc de construction selon la revendication 1, dans lequel le matériau élastique,
compressif et souple demande de 0 à 82,7 kPa pour comprimer 25 % du bloc.
5. Bloc de construction selon la revendication 1, dans lequel le matériau élastique,
compressif et souple demande de 20,7 kPa à 34,5 kPa pour comprimer 25 % du bloc.
6. Bloc de construction selon la revendication 1, dans lequel l'au moins un alésage de
décharge (5) comprend un alésage de décharge non circulaire.
7. Bloc de construction selon la revendication 1, dans lequel la largeur (M) correspond
à un multiple de la longueur (L) du bloc de construction.