CA2980106A1 - Building skin and method for erecting a building skin - Google Patents
Building skin and method for erecting a building skin Download PDFInfo
- Publication number
- CA2980106A1 CA2980106A1 CA2980106A CA2980106A CA2980106A1 CA 2980106 A1 CA2980106 A1 CA 2980106A1 CA 2980106 A CA2980106 A CA 2980106A CA 2980106 A CA2980106 A CA 2980106A CA 2980106 A1 CA2980106 A1 CA 2980106A1
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- Canada
- Prior art keywords
- profiled
- building
- support elements
- support rails
- lower support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
- E04F13/0807—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable perpendicular to the wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/3607—Connecting; Fastening the fastening means comprising spacer means adapted to the shape of the profiled roof covering
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
- E04D3/362—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets by locking the edge of one slab or sheet within the profiled marginal portion of the adjacent slab or sheet, e.g. using separate connecting elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Finishing Walls (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a method for erecting a building skin and to a building skin erected in a corresponding manner. A substructure (14) is mounted on the building (12), and a lining (20) assembled from profiled webs (16), in particular embossed profiled webs, in a specified layout (36) is supported on the substructure (14) at some locations via profiled web holders (18). In the process, a plurality of lower support rails (24) are mounted on the building (12) in a distributed manner; the spatial position of the lower support rails (24) is measured; structure data for support elements (28) is ascertained computationally from the position of the lower support rails (24) relative to the layout (36); and the support elements (28) are prefabricated according to the structure data and positioned on the lower support rails (24) in order to support the profiled web holders (18).
Description
2016/156218 Al Building skin and method for erecting a building skin Description The present invention relates to a method for erecting a building skin, in particular a building roof and/or a building façade, in which a substructure is mounted on the building and a lining assembled from profiled webs, in particular standing seam profiled webs, in a specified layout is supported on the substructure at some locations via profiled web holders, in particular standing seam holders. The invention also relates to a building skin erected by such a method.
Such a method and a correspondingly erected building roof is provided by DE-U
20122820. In this document, standing seam holders in the form of T-profiled portions, which are cut according to the base form, are proposed, which are fixed to a substructure on the building side. In this case, a longitudinally movable mounting of the standing seam profiled webs is sought, while the substructure is not further disclosed. In particular in the case of freeform surfaces, such as those increasingly required for the building skin, due to architectural considerations, the required mounting quality is often locally not complied with.
On this basis, the object of the invention is to improve the known manufacturing and mounting methods and skin structures of the state of the art and to provide a construction, which is optimized also with respect to the manufacturing and assembly costs and to their precision.
In order to achieve this object, the combination of characteristics indicated in claim 1 and 13 is proposed. Advantageous embodiments and elaborations of the invention are provided in the dependent claims.
The invention is based on the idea, that by using precisely prefabricated structural elements, the work on the construction site is simplified. Therefore, according to the invention, a plurality of lower support rails are mounted on the building in a distributed manner, as part of the substructure, the spatial position of the lower support rails is measured, structural data for support elements are ascertained computationally from the position of the support rails relative to the layout, and the support elements are individually prefabricated according to the structural data and are positioned on the lower support rails in order to support the profiled web holders. In this way, considerable quality advantages may be obtained regarding the desired contour
Such a method and a correspondingly erected building roof is provided by DE-U
20122820. In this document, standing seam holders in the form of T-profiled portions, which are cut according to the base form, are proposed, which are fixed to a substructure on the building side. In this case, a longitudinally movable mounting of the standing seam profiled webs is sought, while the substructure is not further disclosed. In particular in the case of freeform surfaces, such as those increasingly required for the building skin, due to architectural considerations, the required mounting quality is often locally not complied with.
On this basis, the object of the invention is to improve the known manufacturing and mounting methods and skin structures of the state of the art and to provide a construction, which is optimized also with respect to the manufacturing and assembly costs and to their precision.
In order to achieve this object, the combination of characteristics indicated in claim 1 and 13 is proposed. Advantageous embodiments and elaborations of the invention are provided in the dependent claims.
The invention is based on the idea, that by using precisely prefabricated structural elements, the work on the construction site is simplified. Therefore, according to the invention, a plurality of lower support rails are mounted on the building in a distributed manner, as part of the substructure, the spatial position of the lower support rails is measured, structural data for support elements are ascertained computationally from the position of the support rails relative to the layout, and the support elements are individually prefabricated according to the structural data and are positioned on the lower support rails in order to support the profiled web holders. In this way, considerable quality advantages may be obtained regarding the desired contour
2 WO
2016/156218 Al accuracy and the assembly speed. By providing a preassembly, error sources may also be eliminated and the manufacturing costs under unfavorable conditions on the construction site may be reduced.
Advantageously, a plurality of support elements is preassembled, in a distributed manner, on an upper support rail, so that the upper support rail, which is provided with the support elements, may be transported on the building and connected there with a lower support rail. Optionally, a plurality of support rails may be partially connected to each other.
In a further advantageous embodiment, the lower and upper support rails 1.0 preferably have a rectilinear U-profile and are connected to each other in the area of their respective lateral ribs, by forming a box-shaped profile. In this way, also the base surfaces are available for a simple connection with a support shell or the support elements. Fundamentally, however, the use of flat profiled rails is also possible.
In order to increase the measuring precision and efficiency, it is advantageous to detect the spatial position of the lower support rails by using a contactless measuring method.
For a precise spatial positioning of the profiled web holders it is advantageous, if the structural data are determined from the distance and orientation of the lower support rails relative to predefined profiled web lines in the layout. The profiled web lines may be straight or curved.
The manufacturing process may be simplified if the support elements are individually cut on the basis of the structural data and folded sheet strips are formed.
The folds, which convert the individual sheet cutouts into folded parts, preferably are angled at 900, so that the folding process is easily performed. A further improvement in this direction is obtained if the folding line of the folded sheet strips is parallel to a sheet outer edge.
In this context, it is also advantageous, if the support elements are formed by two respective Z-profile parts, which are connected into a hat-shape.
The profiled web holders are preferably fixed with an orientation relative to the support elements, which is dictated by the structural data.
The mounting is simplified further if the upper support rails and the support elements as well as the support elements and the profiled web holders are provided
2016/156218 Al accuracy and the assembly speed. By providing a preassembly, error sources may also be eliminated and the manufacturing costs under unfavorable conditions on the construction site may be reduced.
Advantageously, a plurality of support elements is preassembled, in a distributed manner, on an upper support rail, so that the upper support rail, which is provided with the support elements, may be transported on the building and connected there with a lower support rail. Optionally, a plurality of support rails may be partially connected to each other.
In a further advantageous embodiment, the lower and upper support rails 1.0 preferably have a rectilinear U-profile and are connected to each other in the area of their respective lateral ribs, by forming a box-shaped profile. In this way, also the base surfaces are available for a simple connection with a support shell or the support elements. Fundamentally, however, the use of flat profiled rails is also possible.
In order to increase the measuring precision and efficiency, it is advantageous to detect the spatial position of the lower support rails by using a contactless measuring method.
For a precise spatial positioning of the profiled web holders it is advantageous, if the structural data are determined from the distance and orientation of the lower support rails relative to predefined profiled web lines in the layout. The profiled web lines may be straight or curved.
The manufacturing process may be simplified if the support elements are individually cut on the basis of the structural data and folded sheet strips are formed.
The folds, which convert the individual sheet cutouts into folded parts, preferably are angled at 900, so that the folding process is easily performed. A further improvement in this direction is obtained if the folding line of the folded sheet strips is parallel to a sheet outer edge.
In this context, it is also advantageous, if the support elements are formed by two respective Z-profile parts, which are connected into a hat-shape.
The profiled web holders are preferably fixed with an orientation relative to the support elements, which is dictated by the structural data.
The mounting is simplified further if the upper support rails and the support elements as well as the support elements and the profiled web holders are provided
3 WO
2016/156218 Al with corresponding holes for screwed or riveted connections. In order to connect the support elements and the upper support rails, the mutual distances between the holes may be slightly varied, in order to avoid confusion during preassembly.
In order to avoid confusion during assembly on the lower support rails, it is advantageous if the support elements are provided with suitable positioning markers.
A further advantageous measure consists in that the layout is defined as a predefined data set by straight or curved profiled web lines, which extend from laterally protruding profiled web ribs of the profiled webs to be assembled.
The manufacturing may be simplified further if identical parts are used for the profiled web holders.
From a structural point of view, above said object is achieved in a building skin, if the substructure is provided with a plurality of lower support rails, which are positioned transversally with respect to the profiled webs and which are laterally separated from each other, and if the support elements for supporting the profiled web holders are positioned in the intersection area between the lower support rails and the profiled web holders, wherein the support elements are adapted, according to the layout, with respect to their shape and position, and the profiled web holders are provided as identical parts. The characteristic "lower support rails, which are positioned transversally with respect to the profiled webs", in the present context, means that the support rails and the profiled webs intersect each other in an oblique or perpendicular manner, when seen from above.
The invention is explained in the following by means of the exemplary embodiment, which is schematically shown in the drawing. In particular:
Fig. 1 shows a building skin, formed by a standing seam roof in a perspective partial view;
Fig. 2 shows a support rail arrangement, as part of a substructure of the standing seam roof, in a view corresponding to fig. 1;
Fig. 3 shows the substructure in connection with a predefined standing seam layout of the standing seam roof;
Fig. 4 shows an enlarged detail of fig. 3;
Fig. 5 shows a cutout pattern for individual support elements of the substructure, in a plan view;
2016/156218 Al with corresponding holes for screwed or riveted connections. In order to connect the support elements and the upper support rails, the mutual distances between the holes may be slightly varied, in order to avoid confusion during preassembly.
In order to avoid confusion during assembly on the lower support rails, it is advantageous if the support elements are provided with suitable positioning markers.
A further advantageous measure consists in that the layout is defined as a predefined data set by straight or curved profiled web lines, which extend from laterally protruding profiled web ribs of the profiled webs to be assembled.
The manufacturing may be simplified further if identical parts are used for the profiled web holders.
From a structural point of view, above said object is achieved in a building skin, if the substructure is provided with a plurality of lower support rails, which are positioned transversally with respect to the profiled webs and which are laterally separated from each other, and if the support elements for supporting the profiled web holders are positioned in the intersection area between the lower support rails and the profiled web holders, wherein the support elements are adapted, according to the layout, with respect to their shape and position, and the profiled web holders are provided as identical parts. The characteristic "lower support rails, which are positioned transversally with respect to the profiled webs", in the present context, means that the support rails and the profiled webs intersect each other in an oblique or perpendicular manner, when seen from above.
The invention is explained in the following by means of the exemplary embodiment, which is schematically shown in the drawing. In particular:
Fig. 1 shows a building skin, formed by a standing seam roof in a perspective partial view;
Fig. 2 shows a support rail arrangement, as part of a substructure of the standing seam roof, in a view corresponding to fig. 1;
Fig. 3 shows the substructure in connection with a predefined standing seam layout of the standing seam roof;
Fig. 4 shows an enlarged detail of fig. 3;
Fig. 5 shows a cutout pattern for individual support elements of the substructure, in a plan view;
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2016/156218 Al Fig. 6 shows a support element part in a perspective view.
The standing seam roof 10 shown in fig. 1 comprises a substructure 14, which is mounted on a building 12 and lining or roof skin 20 assembled from differently curved seam profiled webs 16 made of steel, which lining is supported at some locations by standing seam holders 18 on the substructure, wherein the lining covers a spatially curved surface according to a predefined standing seam layout, as a so-called free form surface.
The substructure 14 is supported on a support shell 22 of building 12, which has a contour, which is simpler than the free form surface of the roof skin 20.
The 1.0 substructure 14 allows an adaptation of the contour or distance of the support and optionally the creation of an interspace for an insulation, which is not shown. The substructure 14 advantageously comprises a plurality of lower U-shaped support rails 24, which are distributed on the support shell 22, and which are connected to upper U-shaped support rails 26, forming a box-shaped profile, as well as a multitude of support elements 28 for supporting a respective standing seam holder 18. The support elements 28 have shape and orientation, which are adapted according to the standing seam layout, while the standing seam holders 18 are identical parts, which are structurally the same, i.e. identical.
The standing seam webs 16 are formed by rolled metal and are provided, along their longitudinal sides, with profiled web ribs 30, which are folded upwards, and which are crimped in pairs, enclosing the holder heads 32 of the standing seam holder 18, wherein a small fold eye and a large fold eye are pressed so that they envelope each other. This pressing takes place on site by using a flanging machine, which is led along the fold. Further details of a standing seam connection are provided by DE-U
20122820, to which reference is expressly made in this context. Fundamentally, other connection structures may also be considered, for instance clip connections for preformed profiled web ribs.
As shown in fig. 2, for erecting and mounting the standing seam roof 10, the lower support rails 24 are initially fixed to the support shell 22 at a lateral distance from one another. This may be accomplished by insertion of screws through the lower rail base, wherein a precise positioning is not required.
Then, in a further step, the spatial position of the lower support rails 24 is precisely WO 2016/156218 Al measured. To this end, a contactless measuring method may be used, for example in that the point-coordinates of the corner points 34 are determined and stored by means of a stationary tachometer. Based on the point-coordinates, in connection with the known U-shaped profile of the lower support rails 24, their spatial position is precisely
2016/156218 Al Fig. 6 shows a support element part in a perspective view.
The standing seam roof 10 shown in fig. 1 comprises a substructure 14, which is mounted on a building 12 and lining or roof skin 20 assembled from differently curved seam profiled webs 16 made of steel, which lining is supported at some locations by standing seam holders 18 on the substructure, wherein the lining covers a spatially curved surface according to a predefined standing seam layout, as a so-called free form surface.
The substructure 14 is supported on a support shell 22 of building 12, which has a contour, which is simpler than the free form surface of the roof skin 20.
The 1.0 substructure 14 allows an adaptation of the contour or distance of the support and optionally the creation of an interspace for an insulation, which is not shown. The substructure 14 advantageously comprises a plurality of lower U-shaped support rails 24, which are distributed on the support shell 22, and which are connected to upper U-shaped support rails 26, forming a box-shaped profile, as well as a multitude of support elements 28 for supporting a respective standing seam holder 18. The support elements 28 have shape and orientation, which are adapted according to the standing seam layout, while the standing seam holders 18 are identical parts, which are structurally the same, i.e. identical.
The standing seam webs 16 are formed by rolled metal and are provided, along their longitudinal sides, with profiled web ribs 30, which are folded upwards, and which are crimped in pairs, enclosing the holder heads 32 of the standing seam holder 18, wherein a small fold eye and a large fold eye are pressed so that they envelope each other. This pressing takes place on site by using a flanging machine, which is led along the fold. Further details of a standing seam connection are provided by DE-U
20122820, to which reference is expressly made in this context. Fundamentally, other connection structures may also be considered, for instance clip connections for preformed profiled web ribs.
As shown in fig. 2, for erecting and mounting the standing seam roof 10, the lower support rails 24 are initially fixed to the support shell 22 at a lateral distance from one another. This may be accomplished by insertion of screws through the lower rail base, wherein a precise positioning is not required.
Then, in a further step, the spatial position of the lower support rails 24 is precisely WO 2016/156218 Al measured. To this end, a contactless measuring method may be used, for example in that the point-coordinates of the corner points 34 are determined and stored by means of a stationary tachometer. Based on the point-coordinates, in connection with the known U-shaped profile of the lower support rails 24, their spatial position is precisely
5 defined. Fundamentally, other measuring methods may also be considered, for instance complete 3D-scans or even only a manual control measurement by means of a ruler.
The position data obtained of the lower support rails 24 are correlated, in an electronic data processing system, for instance in a CAD-system, to a building design plan, in order to calculate structural data for the support elements 18.
As shown in figures 3 and 4, the standing seam layout is defined, according to planning, by profiled web lines 36, 36', which correspond to the desired course of the profiled web ribs 30. The profiled web lines 36, 36' extend transversally or with a skewed orientation with respect to the lower support rails 24 and the upper support rails 26, which may be applied with a tight fit thereon. According to these position data 34, 36, 36' it is possible to determine the structural data of the support elements 28, with support of the processor. In particular, the respective required height, angular position, inclination and rail longitudinal position are individually determined, so that the standing seam holders 18 are oriented in the desired mounting position. In order to ensure this, positions of screw holes 38 in the upper support rails 26 for connection of base legs of the hat-like support elements 28 and screw holes 40 on the upper side of the support elements 28 for connection to the standing seam holders 18 are determined. The distances between the screw holes 40 may be varied according to the key-lock principle, so that an undesired confusion during preassembly is avoided.
The support elements 28 are formed by two respective interconnected Z-profiled parts 42, 44 comprised of sheet cutouts, as explained in the following.
Figures 5 and 6 illustrate an advantageous method for simplifying the manufacturing of individually adapted support elements 28. According to the acquired structural data, the contours of sheet cutouts 42' are determined for all required support elements 28, wherein the cutouts are cut out, as a complete set, out of a sheet plate or a sheet strip, and are provided with the required screw holes 38, 40 (fig.
5).
Additionally, positioning markers 46 formed by two lines of hole patterns, are
The position data obtained of the lower support rails 24 are correlated, in an electronic data processing system, for instance in a CAD-system, to a building design plan, in order to calculate structural data for the support elements 18.
As shown in figures 3 and 4, the standing seam layout is defined, according to planning, by profiled web lines 36, 36', which correspond to the desired course of the profiled web ribs 30. The profiled web lines 36, 36' extend transversally or with a skewed orientation with respect to the lower support rails 24 and the upper support rails 26, which may be applied with a tight fit thereon. According to these position data 34, 36, 36' it is possible to determine the structural data of the support elements 28, with support of the processor. In particular, the respective required height, angular position, inclination and rail longitudinal position are individually determined, so that the standing seam holders 18 are oriented in the desired mounting position. In order to ensure this, positions of screw holes 38 in the upper support rails 26 for connection of base legs of the hat-like support elements 28 and screw holes 40 on the upper side of the support elements 28 for connection to the standing seam holders 18 are determined. The distances between the screw holes 40 may be varied according to the key-lock principle, so that an undesired confusion during preassembly is avoided.
The support elements 28 are formed by two respective interconnected Z-profiled parts 42, 44 comprised of sheet cutouts, as explained in the following.
Figures 5 and 6 illustrate an advantageous method for simplifying the manufacturing of individually adapted support elements 28. According to the acquired structural data, the contours of sheet cutouts 42' are determined for all required support elements 28, wherein the cutouts are cut out, as a complete set, out of a sheet plate or a sheet strip, and are provided with the required screw holes 38, 40 (fig.
5).
Additionally, positioning markers 46 formed by two lines of hole patterns, are
6 WO
introduced. In particular, the number of holes of one line of holes characterizes the corresponding support rail 26 and the holes of the other line determines the position on the corresponding support rail, so that a confusion-free assembly is facilitated.
Fundamentally, instead of the hole patterns, simpler readable signs may be provided, for instance alphanumeric characters, which are introduced during the cutting out of the sheet.
The cutouts 42', which are prefabricated in this way by CNC control, are subsequently brought into the Z-shape shown in fig. 6 by folding at calculated edge positions. By providing a different leg height of the associated Z-profiled part 44, an lo inclined position of the upper support surface 48 in the assembled condition may be achieved. The angular position of the standing seam holder 18 with respect to the longitudinal axis of the support rail 26 may be determined by the arrangement of screw holes 40. In this way, all required degrees of freedom for the desired positioning of the standing seam holders 18 may be obtained. The upper support rails 26 are also provided by means of CNC machine tools with the required screw holes 38 for support elements 28.
In a further step of the method, the upper support rails 26 are provided with the support elements 28, wherein this step may also be performed in an industrial manufacturing environment with a high precision and efficiency, independently from the building 12. Thereafter, the fitted upper rails 26 are applied on the building 12 and are connected, thereon, in the arrangement shown in fig. 1, to the lower support rails 24, for example in that the lateral U-ribs are screwed to each other at corresponding screw channels. On the substructure 14, erected in this way, the standing seam webs 16 may be applied, with precisely positioned contours, without requiring highly technological operations to be performed on site. Fundamentally, this procedure may also be applied for erecting building facades.
introduced. In particular, the number of holes of one line of holes characterizes the corresponding support rail 26 and the holes of the other line determines the position on the corresponding support rail, so that a confusion-free assembly is facilitated.
Fundamentally, instead of the hole patterns, simpler readable signs may be provided, for instance alphanumeric characters, which are introduced during the cutting out of the sheet.
The cutouts 42', which are prefabricated in this way by CNC control, are subsequently brought into the Z-shape shown in fig. 6 by folding at calculated edge positions. By providing a different leg height of the associated Z-profiled part 44, an lo inclined position of the upper support surface 48 in the assembled condition may be achieved. The angular position of the standing seam holder 18 with respect to the longitudinal axis of the support rail 26 may be determined by the arrangement of screw holes 40. In this way, all required degrees of freedom for the desired positioning of the standing seam holders 18 may be obtained. The upper support rails 26 are also provided by means of CNC machine tools with the required screw holes 38 for support elements 28.
In a further step of the method, the upper support rails 26 are provided with the support elements 28, wherein this step may also be performed in an industrial manufacturing environment with a high precision and efficiency, independently from the building 12. Thereafter, the fitted upper rails 26 are applied on the building 12 and are connected, thereon, in the arrangement shown in fig. 1, to the lower support rails 24, for example in that the lateral U-ribs are screwed to each other at corresponding screw channels. On the substructure 14, erected in this way, the standing seam webs 16 may be applied, with precisely positioned contours, without requiring highly technological operations to be performed on site. Fundamentally, this procedure may also be applied for erecting building facades.
Claims (13)
1. A method for erecting a building skin, in particular a building roof and/or a building façade, wherein a substructure (14) is mounted on or at the building (12) and a lining (20) assembled from profiled webs (16), in particular embossed profiled webs, in particular standing seam profiled webs, according to a specified layout (36), is supported at some locations on the substructure (14) via profiled web holders (18), in particular standing seam holders, characterized in that a plurality of lower support rails (24), as a part of the substructure (14), are mounted on the building (12) in a distributed manner, that the spatial position of the lower support rails (24) is measured, structural data for the support elements (28) are ascertained computationally from the position of the lower support rails (24) relative to the layout (36), and that the support elements (28) are individually prefabricated according to the structural data and are positioned on the lower support rails (24) in order to support the profiled web holders (18).
2. The method of claim 1, characterized in that a plurality of support elements (28) are preassembled on an upper rail (26) in a distributed way, and that the upper support rail (26) provided with the support elements (28) is transported onto the building (12) and is connected in this position to at least one lower support rail (24).
3. The method of claim 2, characterized in that the lower and upper support rails (24, 26) preferably have a rectilinear U-shaped profile and are connected to each other in the area of their lateral ribs, forming a box-shaped profile.
4. The method of any of claims 1 to 3, characterized in that the spatial position of the lower support rails (24) is detected by a contactless measurement method.
5. The method of any of claims 1 to 4, characterized in that the structural data are determined from the distance and orientation of the lower support rails (24) relative to predefined profiled web lines in the layout (36).
6. The method of any of claims 1 to 5, characterized in that the support elements (28) are formed by sheet strips, which are individually cut out according to the structural data and preferably folded by 90°.
7. The method of any of claims 1 to 6, characterized in that the support elements (28) are formed by respective two hat-shaped connected Z-profiled parts (42, 44).
8. The method of any of claims 1 to 7, characterized in that the profiled web holders (18) are fixed with an orientation relative to the support elements (28), which is predetermined by the structural data.
9. The method of any of claims 1 to 8, characterized in that the upper support rails (26) and the support elements (28) as well as the support elements (28) and the profiled web holders (18) are provided with corresponding holes (38, 40) for screwed or riveted connections.
10. The method of any of claims 1 to 9, characterized in that the support elements (28) are provided with positioning markers (46) for a confusion-free mounting on the lower support rails (24).
11. The method of any of claims 1 to 10, characterized in that the layout (36) is defined as a predefined data set through profiled web lines, which extend along laterally protruding profiled web ribs (30) of the mounted profiled webs (16).
12. The method of any of claims 1 to 11, characterized in that identical parts are used as profiled web holders (18).
13. A building skin, in particular a building roof and/or building façade, with a substructure (14) mounted on a building (12) and a lining (20) supported thereon or thereat via profiled web holders (18), wherein the lining is assembled from profiled webs (16) which, in particular, are spatially curved, according to a predefined layout (36), characterized in that the substructure (14) has a plurality of lower support rails (24), which are positioned, in a distributed manner, according to a predetermined layout (36), characterized in that the substructure (14) has a plurality of lower support rails (24), which are distributed transversally to the extension of the profiled webs (16), and that support elements (28) for supporting the profiled web holders (18) are positioned in the intersection area between the lower support rails (24) and the profiled web holders (18), wherein the shape and position of the support elements (28) are adapted to the layout (36) and the profiled web holders (18) are provided as identical parts.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102015205973.1 | 2015-04-01 | ||
| DE102015205973.1A DE102015205973A1 (en) | 2015-04-01 | 2015-04-01 | Building exterior skin and method for creating an external building skin |
| PCT/EP2016/056580 WO2016156218A1 (en) | 2015-04-01 | 2016-03-24 | Building skin and method for erecting a building skin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2980106A1 true CA2980106A1 (en) | 2016-10-06 |
Family
ID=55640732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2980106A Abandoned CA2980106A1 (en) | 2015-04-01 | 2016-03-24 | Building skin and method for erecting a building skin |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP3368727A1 (en) |
| CN (1) | CN107709680A (en) |
| BR (1) | BR112017020668A2 (en) |
| CA (1) | CA2980106A1 (en) |
| DE (1) | DE102015205973A1 (en) |
| WO (1) | WO2016156218A1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2544683B1 (en) * | 2014-01-27 | 2016-04-27 | Guives Girona, S.A. | MODULAR METALLIC COVER FOR BUILDINGS |
| CN112817446B (en) * | 2021-01-25 | 2021-08-03 | 深圳市优博建筑设计咨询有限公司 | Interactive architectural design platform based on hand motion capture |
| IT202200005309A1 (en) * | 2022-03-18 | 2023-09-18 | Sandrini Metalli S P A | ROOF COVERING OF BUILDINGS |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE9315037U1 (en) * | 1993-10-05 | 1994-10-13 | Wittenauer Roman | Supporting structure for a flat or pent roof |
| DE29602030U1 (en) * | 1996-01-20 | 1996-05-15 | Binder Friedemann R | Holder strip with pre-assembled mounting brackets |
| DE20122820U1 (en) | 2001-09-08 | 2008-03-06 | Maas Profile Gmbh & Co.Kg | Holding element for holding profiled sheets |
| WO2005071180A1 (en) * | 2004-01-23 | 2005-08-04 | Corus Bausysteme Gmbh | Holding assembly for holding a building sheet |
| ITAN20050005A1 (en) * | 2005-01-14 | 2006-07-15 | Margaritelli Italia Spa | EQUIPMENT FOR THE CONSTRUCTION OF COUNTERPARTS OF MODULAR STRUCTURE |
-
2015
- 2015-04-01 DE DE102015205973.1A patent/DE102015205973A1/en not_active Withdrawn
-
2016
- 2016-03-24 CA CA2980106A patent/CA2980106A1/en not_active Abandoned
- 2016-03-24 BR BR112017020668-4A patent/BR112017020668A2/en not_active Application Discontinuation
- 2016-03-24 WO PCT/EP2016/056580 patent/WO2016156218A1/en active Application Filing
- 2016-03-24 EP EP16712324.9A patent/EP3368727A1/en not_active Withdrawn
- 2016-03-24 CN CN201680019982.6A patent/CN107709680A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| DE102015205973A1 (en) | 2016-10-06 |
| CN107709680A (en) | 2018-02-16 |
| EP3368727A1 (en) | 2018-09-05 |
| BR112017020668A2 (en) | 2018-06-26 |
| WO2016156218A1 (en) | 2016-10-06 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Dead |
Effective date: 20190326 |