[0001] The present invention relates to a building extension comprising a higher longitudinal
support and a lower longitudinal support lying at a distance therefrom, between which
cross supports extend, wherein panels can be mounted in the space between the longitudinal
supports and cross supports, wherein the higher longitudinal support is provided with
fastening means for connection to a wall of structural engineering construction, such
as a facade of a building, a side wall, external wall or partition.
[0002] Such a building extension is generally known in the prior art. Panels made from glass
or plastic can be provided in the space between the longitudinal support and cross
supports. A building extension of this type is often built from profiles which, together
with the use of the panels, require a precisely defined construction. However, the
wall against which the building extension is placed is not always straight. Particularly
over substantial lengths, such as more than 3 metres, a deviation from a pure straight
line often appears to exist which is such that the mounting of the higher longitudinal
support poses a problem.
[0003] In the prior art, it is proposed to compensate for deviations in the facade through
the local mounting of filling material behind said support during mounting of the
higher longitudinal support. Such a system, which involves working with filling parts,
requires a lot of installation time and may impact on the strength of the fastenings.
Furthermore, the disadvantage exists that, in building extensions in the prior art,
fastenings must implemented on the facade at places where the facade has insufficient
load-bearing capacity, as in the case of joints in a stone wall. As a result, the
fastening of the building extension becomes insufficiently strong.
[0004] Particularly if the panels are weighed down with snow or another solid substance,
the weight of such a building extension and, more particularly, the part of the weight
bearing down on the facade, may be substantial. It is then important that the building
extension and the fastenings have a high degree of rigidity. The panels can be formed
from any suitable material, preferably transparent material, such as polycarbonate
or glass.
[0005] The present invention provides for an improved construction, with which it is possible
to implement a strong connection of the building extension on the facade in a simple
manner, wherein the rigidity of the construction and the strength of the fastening
to the facade remain guaranteed.
[0006] This is achieved in a building extension described above in that the fastening means
comprise an auxiliary support extending substantially over the length of this higher
longitudinal support, said auxiliary support being arranged for fastening to the facade,
and comprises one side which is facing the facade, and comprises an opposite side
to which a fastening profile is provided which is movable over a limited path in the
direction from the higher longitudinal support towards the lower longitudinal support,
wherein this higher longitudinal support is provided with a fastening element which
cooperates with the fastening profile.
[0007] In a first embodiment, the fastening profile is provided with at least one fastening
receptacle with a cavity, and the fastening element comprises a protrusion protruding
into this cavity.
[0008] In another embodiment, the fastening profile comprises at least one protrusion extending
away from the facade, and the fastening element is provided with at least one fastening
receptacle with a cavity, wherein the protrusion protrudes into the cavity.
[0009] According to the present invention, an auxiliary support is first provided against
the facade. Such an auxiliary support may comprise a profile made from a deformable
material, which profile is preferably relatively supple in the assembly direction
and which can closely follow any irregularities on the outside of the facade. In other
words: the outer limit of the auxiliary support essentially follows the outer limit
of the facade. As a result, the auxiliary support can be fastened to the facade in
an optimal manner. Furthermore, it can thus be made possible to realize the fastening
of the auxiliary support only in the required position in the facade.
[0010] As the auxiliary support is provided with a fastening profile with one or more fastening
elements which are movable to a limited extent in a direction perpendicular to the
facade, the fastening elements can be positioned precisely in line, irrespective of
the irregularities of the facade. The fastening profile may be a profile made from
one piece, but may also consist of different parts which can be provided on the auxiliary
support and moved in relation to the auxiliary support independently from one another.
In general, the maximum movement of the fastening profile in relation to the auxiliary
support will be between 0 and 2 cm, for example 1 cm. However, a greater maximum movement
is preferred, for example a maximum movement between 0 and 10 cm, so that larger deviations
in the facade can be accommodated.
[0011] Subsequently, it is possible to connect the higher longitudinal support, which is
more or less straight and has a high rigidity, to the fastening profile in a simple
manner, since the higher longitudinal supports generally consist of one profile.
[0012] Subsequently or previously, it is possible to fasten the position of the fastening
profile in the direction from the higher longitudinal support to the lower longitudinal
support in relation to the auxiliary support using fastening means, such as screws,
glue or the like. In addition, the structure of the auxiliary support and the fastening
profile can be arranged in such a way that the fastening profile can never get into
an unwanted position in relation to the auxiliary support, i.e. can come loose from
it or can come into an area in which it is not able to transfer the forces from the
higher longitudinal support to the auxiliary support.
[0013] According to an advantageous embodiment of the present invention, the combination
of the fastening receptacle and protrusion is arranged in such a way that the mounting
position differs from the operating position. More particularly, an automatic interlocking
occurs due to the movement of the higher longitudinal support from the mounting position
to the operating position. Such an interlocking can be achieved by constructing the
protrusion as a ball, wherein a shaft extends from the ball, said shaft being connected
to the higher longitudinal support, and by providing the associated cavity in the
receptacle of the fastening profile with a relatively limited mounting opening. As
a result, the ball with the shaft can be inserted into the bowl in the fastening receptacle
in only one position . Pivoting is then possible without fear of the higher longitudinal
support coming loose.
[0014] It will be understood that the construction of the protrusion and the receptacle
described above can be reversed, i.e. that the receptacle with the cavity is located
in the higher longitudinal support and the protrusion is provided on the fastening
profile. Furthermore, other types of reciprocal fastening between the fastening profile
and the higher longitudinal support can be present. Movability of the fastening profile
in relation to the auxiliary support provides for the simple assembly of the higher
longitudinal support described above.
[0015] It is possible to mount the cross supports in advance to the higher and possibly
the lower longitudinal supports and to connect them as one whole to the auxiliary
support and subsequently support the lower longitudinal support on at least one substantially
vertical column, preferably two vertical columns, for example on the longitudinal
ends thereof. It is also possible to support each of at least two of the cross supports
on a vertical column at a predefined distance from the higher longitudinal support
and the lower longitudinal support. An auxiliary longitudinal support is mounted to
the underside of the cross supports, which auxiliary longitudinal support is then
supported on the columns.
[0016] According to an advantageous embodiment of the present invention, assembly is considerably
simplified if the cross supports are fastened to the higher longitudinal support only
at a later stage. It is then possible, after mounting the auxiliary support, first
to mount the higher longitudinal support which, due to its size and weight, is relatively
simple to handle, and then to mount the cross supports to the higher longitudinal
support. This can be achieved, for example, by providing the cross supports with a
movable lock projecting therefrom and by providing the longitudinal support with a
cam cooperating therewith. As a result, the cross support can be positioned in a simple
manner against the higher longitudinal support or can be hooked into it, and the cross
support can be pushed firmly against the higher longitudinal support by means of the
lock, and the reciprocal position thereof can be defined. It is also possible to provide
the longitudinal support with a lock projecting therefrom, and to provide the cross
support with a cam cooperating therewith. The lock is, for example, movable through
an excenter.
[0017] The separate mounting of the higher longitudinal support and the cross supports can
be advantageous if the higher longitudinal support is provided with a receptacle for
a cloth roll.
[0018] After the mounting of the cross supports and the connection of the cross supports
to the lower longitudinal support, the space between the cross supports can be filled
with panels, for example by providing glass panels or the like. Obviously, this can
also be performed in advance.
[0019] According to one advantageous embodiment, the lower longitudinal support is a gutter-shaped
profile. In a particular embodiment of the invention, this U-shaped profile has a
first, shorter leg on which the cross supports are supported, and a second, longer
opposite-lying leg. The shorter leg is preferably 20% shorter than the longer leg.
According to a particular embodiment of the invention, the underside of the cross
support is supported on the upper side of the shorter leg. As a result, it is not
necessary to adapt the cross support in such a way that it is lowered in relation
to the second leg, for example by providing a notch in the end to be supported. When
the described U-shaped profile is used , drainage channels, which run out into the
gutter, can be mounted in the upper side of the cross support. Shortening of the shorter
leg with at least 4 cm in relation to the longer leg will generally be sufficient
such that the ends of the cross supports no longer visible from the front side of
the building extension through shielding by the longer leg of the U-shaped profile.
[0020] According to a particular embodiment of the invention, the longer leg is provided
with a strengthening profile mounted therein. Particularly if building extensions
with greater lengths are used and only a limited number of vertical columns, for example
only on each side of the building extension, are used to support the lower longitudinal
support, demanding requirements are imposed on the rigidity of the lower longitudinal
support. Particularly if the lower longitudinal support is made from aluminium, plastic
or materials of this type and the structural height thereof is limited for aesthetic
reasons, the strength of such materials is insufficient to achieve a limited bending
in the case of longer spans, for example of 4 metres and more. When loading the panels
of the building extension with snow or another solid substance, a considerable load
will also bear down on the longitudinal support. In particular, demanding requirements
are imposed on the bending of the longitudinal support. A maximum bending of 1 cm
per 200 cm is normally maintained for building extensions of this type.
[0021] For this reason, according to an advantageous embodiment of the invention, a strengthening
profile, such as a separate steel profile, which may, in particular, be a C-profile,
is used in the longer leg, the strengthening profile extending substantially over
the entire height and entire length of the longer leg. An I-profile or an H-profile
is also possible. Optimum moment strength can be achieved through the extension over
the entire height of the longer leg. The longer leg is preferably provided with a
cavity in which such a profile can be accommodated. As indicated above, the higher
longitudinal support is preferably provided with a receptacle for a cloth roll with
a cloth. A tensioning mechanism is then present for the free end of the cloth in at
least two cross supports on each side of the building extension. As a result, the
force is distributed at the free end of the cloth and the front strip. The second
from outermost cross support is preferably provided with a tensioning mechanism, so
that the tensile forces are distributed at the front strip and the latter will not
become warped. Other locations of one and/or more tensioning mechanisms are of course
also possible. The cloth can move along the underside of the cross supports, and therefore
inside the building extension, but according to an advantageous embodiment the cloth
moves along the upper side of the cross supports, and therefore outside the building
extension. Unwanted heating of the space in the building extension can thus be avoided
as much as possible. Two cross supports of the building extension are preferably provided
with a tensioning mechanism. This may, for example, be a gas spring with a tensioning
line, band or cable conventionally used in the prior art connected thereto, said tensioning
line being connected via a reversing roller at the bottom end of the cross support
to the front strip provided at the free end of the cloth. The cloth preferably moves
with the aid of a (sliding) carriage along the cross support concerned. The cross
supports are preferably provided with such a carriage , on which the front strip of
the cloth is provided, on which front strip, on the other hand, the tensioning line
connected to the tensioning mechanism is provided. However, it is also possible for
every other cross support to be provided with such a carriage.
[0022] According to an advantageous embodiment of the invention, for a better distribution
of the forces of the building extension, each cross support is provided with such
a carriage on which the front strip of the cloth is fastened.
[0023] The invention also relates to a structural engineering construction comprising a
facade and a building extension as described above.
[0024] The invention further relates to a method for fastening a building extension, as
described above, to a facade in order to form a structural engineering construction,
comprising:
- fastening an auxiliary support to the facade,
- mounting a fastening profile movable over a limited path on the auxiliary support,
- moving the fastening profile over the auxiliary support in order to obtain a straight
fastening area,
- connecting a higher longitudinal support to the fastening profile by means of a fastening
element provided on the higher longitudinal support, which cooperates with the fastening
profile,
- fastening at least two cross supports to the higher longitudinal support,
- fastening a lower longitudinal support to a free end of the cross supports,
- supporting the building extension on at least one substantially vertically positioned
column.
[0025] Support of the building extension is only possible on a limited number of substantially
vertical columns if the building extension is fastened with the auxiliary support
to a rigid and strong construction, such as a facade of a building.
[0026] In a further embodiment, connecting a higher longitudinal support to the fastening
profile comprises the positioning in a first mounting position of a protrusion provided
on the fastening element in a receptacle cavity provided in the fastening profile,
preferably over the entire length thereof, and thereafter the moving of the higher
longitudinal support to a second operating or end position in order to lock the protrusion
into the receptacle cavity.
[0027] A facade of a building nearly always comprises irregularities, and the method comprises
the deformation of the auxiliary support against the facade in order to accommodate
the irregularities, whereas the fastening profile remains more or less straight. The
fastening profile can of course also comprise different parts to be mounted on the
auxiliary support, which parts can be moved independently from one another in relation
to the auxiliary support. In this way, the fastening profile parts can be positioned
in such a way that they are aligned with respect to one another. The higher longitudinal
support can then be connected to the fastening profile parts.
[0028] The method preferably comprises the fastening of the fastening profile in relation
to the auxiliary support by means of a fastening means.
[0029] The invention will be explained in detail below on the basis of an example embodiment
shown in the drawings. In the drawings:
Figure 1 shows schematically a perspective view of an example of a building extension
according to the invention.
Figure 2 shows a side view of the assembly of the auxiliary support and the mounting
of the higher longitudinal support.
Figure 2a shows an alternative mounting of the higher longitudinal support.
Figure 2b shows a top view of the building extension according to Figures 2 and 2a.
Figure 3 shows the higher longitudinal support fastened to the facade and the cross
support mounted at a distance therefrom.
Figure 4 shows the cross support mounted to the higher longitudinal carrier.
Figure 5 shows a side view of a detail of the cross support and the lower longitudinal
support and column according to Figure 1.
Figure 6 shows a detail of the fastening of the cloth front strip on the carriage.
[0030] Figure 1 shows an example of a building extension 1 according to the invention. A
building extension 1 of this type is also known as a terrace covering, but it must
be understood that any type of building extension which can be mounted against a facade
2, such as a conservatory, falls within the scope of the present invention.
[0031] A higher longitudinal support 4 is fastened to the facade 2 in a manner to be described
below, and a number of parallel cross supports 6 extend from this higher longitudinal
support 4 which cross supports are fastened to the lower longitudinal support 5 which
in turn is supported on columns 3. Panels such as panes of glass 7 are mounted in
the space between the longitudinal supports and cross supports. A cloth 8 of an awning
can be moved back and forth over the cross supports, and is fastened with the front
strip 23 thereof to carriages 9 which move over the cross supports.
[0032] The fastening of the higher longitudinal support 4 to the facade 2 will be described
below first. For this purpose, reference is made to Figures 2/2a/2b. Figure 2 shows
an auxiliary support 10. This is a profile with a length which roughly corresponds
to the length of the higher longitudinal support. Due to the relatively long length
in relation to the thickness of the auxiliary support 10 (seen in a direction perpendicular
to the surface of the facade), the auxiliary support 10 is relatively rigid in the
height direction, but relatively supple in a direction perpendicular to the surface
of the facade. In other words, in the height direction (a vertical direction parallel
to the surface of the facade), the auxiliary support is more difficult to deform than
in the thickness direction (a direction perpendicular to the surface of the facade).
This auxiliary support 10 is fastened to the facade 2 in any manner known as such
in the prior art. This can be carried out using bolts and the like, wherein special
auxiliary building extensions can possibly be used.
[0033] As the facade 2 is often not straight, seen in the longitudinal direction thereof
(see Figure 2b) and the higher longitudinal support 4 is a straight and rigid profile,
a problem can occur given that deviations are not tolerable through combination with
the remainder of the structure. This is solved according to the invention by fastening
the auxiliary profile 10 which is relatively supple in the thickness direction (a
direction perpendicular to the surface of the facade) against the facade, wherein
the irregularities in the facade are followed, i.e. the auxiliary support or the auxiliary
profile 10 follows the deviations in the surface of the facade 2 in the thickness
direction perpendicular to the surface of the facade.
[0034] As shown in Figure 2, the auxiliary support 10 is provided with a protrusion 29 preferably
projecting over the entire length thereof. A fastening profile 11 can move back and
forth thereover in the direction of the arrow 12, i.e. in a direction perpendicular
to the facade wall 2. The protrusion 29 is provided with a ridge which prevents the
fastening profile 11 from being able to move in a direction away from the facade from
the auxiliary support. In each of the positions of the fastening profile 11, the cavity
13 will be supported on the protrusion 29 in such a way that a load imposed thereon
can be transferred into the auxiliary support 10.
[0035] Figure 2 also shows that the higher longitudinal support 4 is provided with a protrusion
provided with a ball 14 which fits into the cavity 13 of the fastening profile 11.
[0036] Figure 2a shows an alternative fastening of the higher longitudinal support 4 to
the auxiliary support 10. The fastening profile 11 is provided with a protrusion of
a ball 14 which fits into the receptacle cavity 13 provided in the higher longitudinal
support 4.
[0037] In the conditions shown in Figures 2 and 2a, the higher longitudinal support 4 is
not yet connected to the cross support 6.
[0038] According to the present invention, the protrusion 14 can be positioned in the receptacle
13 with the higher longitudinal support 4 being substantially horizontal. From this
position, the higher longitudinal support can be pivoted downwards to the correct
position. The correct position is determined by the cross support which is subsequently
to be fastened thereto.
[0039] In general, a fastening receptacle will be present over the entire length of the
fastening profile 11. The fastening profile and therefore the fastening receptacles
also, can also be mounted in separate parts on the auxiliary carrier. By moving the
fastening profile 11 to a differing extent according to arrow 12 in relation to the
facade, the profile can be set in a straight line. In principle, the profile 11 can
be adjusted after the higher longitudinal support 4 has been mounted. In other words,
after fastening the higher longitudinal support 4 to the fastening profile 11, a desired
in-between position of the higher longitudinal support 4 in relation to the facade
can be achieved by sliding. The final condition can be fixed with screws (not shown)
or glue 31. Such a final position is shown in Figure 3.
[0040] In the position shown in Figure 3, the shaft 38 connected to the ball 14 is at some
distance from the limitation of the fastening receptacle 11. The angular position
of the higher longitudinal support is determined here by the cross support and the
position of the cross support 6 is in turn determined by the height at which the lower
longitudinal support 5 is supported.
[0041] After mounting the higher longitudinal support, one or more covering profiles 40
can be mounted in order to ensure that the building extension is watertight. On the
upper side, the auxiliary support 10 is provided with a strip 30 of flexible material
which grips the covering strip 40 and holds it in place.
[0042] Figures 2 and 4 show that the higher longitudinal support 4 is provided with a interlocking
cam 17, and the cross support 6 is provided with a movable lock 16. The cross support
6 is hooked in on the upper side in the higher longitudinal support 4 and is then
slided downwards, as a result of which the lock 16 moves along the cam 17. By means
of the subsequent drawing in of the lock 16 into the cross support 6, a particularly
rigid reciprocal fastening of the cross support in relation to the higher longitudinal
support 4 can be achieved. This mutual fixing can furthermore be particularly precise.
According to a preferred embodiment, the lock 16 then moves with the aid of an excenter
18, as shown schematically in Figure 4.
[0043] Figure 5 shows a cross support being supported on the lower longitudinal carrier
5. The lower longitudinal carrier is supported on the columns. The lower longitudinal
support 5 is a substantially U-shaped profile with a first, longer leg 24 and an opposite-lying
second, shorter leg 25 on which shorter leg the underside of the cross support rests.
As a result, a drainage profile present in the cross support opens out above the top
edge of the shorter leg 5 and water and the like can flow away without hindrance in
the gutter, formed within the U-shaped profile, and can be removed via the columns
3. The connection between the lower longitudinal support and the cross support 6 is
established here by means of a hinge 32. It will be understood that any other conceivable
construction can be applied. Since the weight that must be borne by the lower longitudinal
support may be relatively high, and relatively long spans are required between the
columns 3, wherein it is generally not desirable to use more than two such columns
3, demanding requirements are imposed on the bending rigidity of the lower longitudinal
support. According to a preferred embodiment of the invention, in order to meet these
rigidity requirements in the case of aluminium profiles or plastic profiles also,
the longer leg 24 is constructed as hollow and a strengthening profile 26 is present
therein. The strengthening profile can have any other rigidity-imparting shape, such
as a C, an I or an H. The profile is preferably made from steel. As the strengthening
profile 26 extends over the entire height and length of the longer leg 24, a substantial
increase in the strength and rigidity of the higher leg can be obtained with a relatively
limited wall thickness. It must be understood that a strength increase of this type
can also be achieved by providing the lower longitudinal support in any manner with
additional profiles, if, for example, said support is manufactured by extrusion. This
depends on the requirements imposed by both the weight of the cross supports, i.e.
the depth of the building extension, and the length of the building extension, i.e.
the distance between the columns 3.
[0044] Fastening of the column 3 to the lower longitudinal support may comprise a construction
known in the prior art, and is achieved in the present example embodiment in that
a recess 33 is present in column 3, extending over the entire height thereof, and
is subsequently closed off by a covering strip 34 (see also Figure 1). An endplate
35 is fastened to the crosscut end of the column 3 and this endplate 35 is provided
with an opening 36 for the insertion of a bolt 37 for fastening to the lower longitudinal
support.
[0045] According to an alternative support, the cross support can be brought to rest directly
on the columns. For this purpose, an auxiliary longitudinal support, is then mounted
to the underside of the cross supports, which auxiliary longitudinal support is then
supported on the columns. The lower longitudinal support is then constructed as a
rigid drainage gutter. The columns can, for example, be positioned more or less inwards,
so that a cross support or an end cross support respectively is supported on the columns.
[0046] As shown in Figure 2, the higher longitudinal support is provided with a cloth roll
15, from which the cloth 8 can be unrolled. An electric motor (not shown) can be present
to drive said roll. The cloth roll 15 is located in a gutter 39, in which rainwater
and contaminants can be collected. This gutter is connected in a manner not shown
in detail to the previously described drainage channel 28 of the cross supports.
[0047] The front end of the cloth 8 is provided with a front strip 23, and this front strip
23 is connected to carriages 9 which are movable over the upper side of the cross
supports 6. Each cross support 6 can be provided with a carriage of this type. Details
of the connection of the front strip 23 to the carriage 9 are shown in Figure 6. This
shows that a securing lip 27 is present, by means of which, on the one hand the connection
of the front strip 23 with the carriage 9 can be implemented by hooking in, but, on
the other hand it is prevented that the front strip 23 moves out of the carriage 9
concerned by wafting up.
[0048] At the position of the carriages 9, a line or cable 22 is mounted (see Figure 5),
which is connected via a reversing roller 19 and a number of further rollers 20 to
a gas spring 21. In general, such a line or cable 22 will be mounted for only some
carriages 9, for example 2 or 3 carriages. All carriages 9 can of course also be provided
with such a line or cable 22. In this way, the line 22 and therefore the front strip
23 of the cloth 8 are always held taut, irrespective of the position thereof on the
roof, i.e. irrespective of the extent of covering of the glass supports or glass panes
7. Instead of a gas spring, a construction with different types of springs or an otherwise
arranged construction can be used.
[0049] The building extension is fastened to the facade by first fastening the auxiliary
support 10 to the facade. Since the auxiliary support 10 is formed by a profile which
is easily deformable in the longitudinal direction, this auxiliary support can follow
the deviations in the straight surface in the facade.
[0050] A fastening profile 11 which is movable over a limited path is then mounted to the
auxiliary support 10. The fastening profile is provided with one or more protrusions
29 over the entire length of the auxiliary support 10 over which the fastening profile
11 can be moved. By means of ridges provided on the protrusion 29, the fastening profile
cannot slide from the auxiliary support 10 in the direction pointing away from the
facade. The facade comprises irregularities and, due to the deformation in the longitudinal
direction of the auxiliary support against the facade, the irregularities are accommodated,
whereas the fastening profile remains more or less straight. The fastening profile
11 may also consist of separate parts, which are mounted separately onto the auxiliary
support 10.
[0051] The fastening profile 11 is then moved over the auxiliary support 10 in order to
align the profile and compensate for the irregularities in the surface of the facade.
As a result, a straight fastening area is created for the higher longitudinal support.
[0052] The higher longitudinal support 4 is connected to the fastening profile 11 by means
of a fastening element 14 provided on the higher longitudinal support 4 and which
cooperates with the fastening profile. The connection of the higher longitudinal support
4 to the fastening profile preferably comprises the mounting in a first mounting position
of a protrusion provided on the fastening element 14 in a receptacle cavity 13 provided
in the fastening profile 11, preferably over the entire length of the fastening profile,
and then the movement of the higher longitudinal support to a second end position
or operating position in order to lock the protrusion into the receptacle cavity,
wherein the mounting position differs from the operating position.
[0053] The higher longitudinal support can also be provided with a receptacle cavity 13
and the fastening profile can be provided with a protrusion 14. The fastening is then
effected by moving the receptacle cavity 13 towards the protrusion 14 in such a way
that the receptacle cavity 13 accommodates the protrusion. The higher longitudinal
support is then moved from this first mounting position to an end position in order
to lock the protrusion in the receptacle cavity.
[0054] After connecting the higher longitudinal support to the facade by means of the auxiliary
support and the fastening profile, at least two cross supports 6 are fastened to the
higher longitudinal support 4. More than two cross supports 6 are preferably mounted,
so that panels can be accommodated in the space between the longitudinal supports
and the cross supports.
[0055] Subsequently, the lower longitudinal support 5 is attached to a free end of the cross
supports 6. To provide support, the building extension is then supported on at least
one substantially vertically placed column 3. The building extension is preferably
supported on two columns 3. The columns can support the building extension in the
case of the lower longitudinal support on the ends thereof or at a distance from the
ends of the longitudinal supports and/or the cross supports.
[0056] The fastening profile 11 is preferably fastened in relation to the auxiliary support
10 by means of a fixing means 31. As a result, the fastening profile, with the higher
longitudinal support connected thereto, can no longer move once the building extension
is supported. The fixing means may comprise either glue or screws, or a combination
of both.
[0057] It must be understood that the invention as described above is based on a preferred
embodiment and that the scope of protection of the present invention is not limited
by the accompanying claims. Alternative embodiments are patently obvious to the person
skilled in the art after reading the description above.
[0058] Moreover, rights are expressly requested for the separate measures described in the
subclaims without combination with the independent claims. Rights are thus requested
for the fastening of the higher longitudinal support to the cross support by means
of a lock without the application of the features described in claim 1. The same applies
to the construction of the lower longitudinal support, the mounting of a strengthening
profile herein, the use of a cloth with a cloth roll and the guiding of the cloth.
Rights are requested for all of these embodiments as such, i.e. without combination
with other claims.
List of components
[0059]
1. Building extension
2. Facade
3. Column
4. Higher longitudinal support
5. Lower longitudinal support
6. Cross support
7. Panel
8. Awning cloth
9. Carriage
10. Auxiliary support
11. Fastening profile
12. Arrow
13. Receptacle cavity
14. Spherical protrusion
15. Cloth roll
16. Lock
17. Cam
18. Excenter
19. Reversing roller
20. Roller
21. Gas spring
22. Line
23. Front strip
24. Long leg
25. Short leg
26. Rigid profile
27. Retaining lip
28. Drainage canal
29. Protrusion
30. Receptacle cavity
31. Glue
32. Ball hinge
33. Recess
34. Covering strip
35. Endplate
36. Opening
37. Bolt
38. Shaft
39. Gutter
40. Covering profile
41. Spherical protrusion
1. Building extension (1) comprising a higher longitudinal support (4) and a lower longitudinal
support (5) lying at a distance therefrom, between which cross supports (6) extend,
wherein panels (7) are mounted in the space between the longitudinal supports and
cross supports, wherein the higher longitudinal support (4) is provided with fastening
means for connection to a wall (2) of structural engineering construction, characterised in that the fastening means comprise an auxiliary support (10) extending substantially over
the length of the higher longitudinal support (4), said auxiliary support (10) being
arranged for fastening to the wall (2), and comprises one side which is to be pointed
towards the wall, and comprises an opposite-lying side to which a fastening profile
(11) is mounted which is movable over a limited path in the direction from the higher
longitudinal support (4) to the lower longitudinal support (5), wherein the higher
longitudinal support is provided with a fastening element (14, 41; 13, 30) which cooperates
with the fastening profile (11).
2. Building extension according to Claim 1, wherein the fastening profile (11) and the
fastening element (14, 41; 13, 30) are arranged in such a way that the fastening element
can only be brought into a mounting position cooperating with the fastening profile
and that, through pivoting of the higher longitudinal support in relation to the auxiliary
support to an operating position of the higher longitudinal support, the fastening
element (14, 41; 13, 30) locks into the fastening profile (11), wherein the mounting
position differs from the operating position.
3. Building extension according to Claim 2, wherein the fastening profile (11) is provided
with a receptacle cavity (13) and the fastening element is provided with a protrusion
(14) protruding into the receptacle cavity (13).
4. Building extension according to Claim 2, wherein the fastening element is provided
with a receptacle cavity (30) and the fastening profile (11) is provided with a protrusion
(41) protruding into the receptacle cavity (30).
5. Building extension according to one of the preceding claims, wherein panels are provided
between the longitudinal supports and the cross supports.
6. Building extension according to one of the preceding claims, wherein the cross support
(6) is mounted detachably in relation to the longitudinal support (4, 5).
7. Building extension according to Claim 6, wherein the cross support (6) is provided
with a movable lock (16) projecting therefrom, and the longitudinal support (4, 5)
is provided with a cam (17) cooperating therewith.
8. Building extension according to Claim 6, wherein the longitudinal support (4, 5) is
provided with a movable lock (16) projecting therefrom, and the cross support (6)
is provided with a cam (17) cooperating therewith.
9. Building extension according to one of the preceding claims, wherein the lower longitudinal
support (5) is arranged as U-shaped, wherein the cross supports (6) are supported
on a first leg (25) of the U-shape, and a second, opposite-lying leg (24) of the U-shape
is provided with a separate strengthening profile (26) extending substantially over
the entire height and length of the lower longitudinal support (5).
10. Building extension according to Claim 9, wherein a channel (28) extends through the
cross support and opens out in the U-shaped lower longitudinal support.
11. Building extension according to Claim 9 or 10, wherein the first leg (25) of the U-shaped
profile is at least 20% shorter than the second, opposite-lying leg (24).
12. Building extension according to one of the preceding claims, wherein the higher longitudinal
support (4) is provided with a cloth roll (15) with a cloth (8), wherein a tensioning
means (22) is provided on a free end of the cloth (8).
13. Building extension according to Claim 11, wherein the cloth (8) is movable along a
side of the cross support (6).
14. Building extension according to Claim 12 or 13, wherein, near the lower longitudinal
support (5), a reversing roller (19) is provided for a tensioning means (22) for the
free end (23) of the cloth (8).
15. Building extension according to one of Claims 12-14, wherein the free end (23) of
the cloth (8) is movable by means of a guide over the cross support (6), wherein at
least two cross supports (6) are provided with such a guide.
16. Structural engineering construction, comprising a facade (2) and a building extension
(1) according to one of the preceding claims.
17. Method for fastening a building extension (1) according to one of Claims 1-15 to a
facade (2) to form a structural engineering construction, comprising:
- fastening an auxiliary support (10) to the facade (2),
- mounting a fastening profile (11) movable over a limited path on the auxiliary support
(10),
- moving the fastening profile (11) over the auxiliary support (10) in order to obtain
a straight fastening area,
- connecting a higher longitudinal support (4) to the fastening profile (11) by means
of a fastening element (14) provided on the higher longitudinal support, which cooperates
with the fastening profile,
- fastening at least two cross supports (6) to the higher longitudinal support (4),
- fastening a lower longitudinal support (5) to a free end of the cross supports (6),
- supporting the building extension on at least one substantially vertically positioned
column (3).
18. Method according to Claim 17, wherein connecting a higher longitudinal support (4)
to the fastening profile (11) comprises mounting in a first position a protrusion
provided on the fastening element (14) in a receptacle cavity (13) provided over the
entire length of the fastening profile (11) and thereafter moving the higher longitudinal
support to an end position in order to lock the protrusion in the receptacle cavity.
19. Method according to Claim 17 or 18, comprising the fixing of the fastening profile
in relation to the auxiliary support by means of a fixing means (31).
20. Method according to one of Claims 17 to 19, wherein the facade comprises irregularities
and the method comprises the deformation of the auxiliary support against the facade
in order to accommodate the irregularities, whereas the fastening profile remains
more or less straight.