FI95957B - Method of installation and use of elements based on the punishment system - Google Patents

Description

- 95957 1 Method and installation of elements based on a penalty system

The invention relates to a so-called 5-element system used in new and renovation construction based on the use of a punter system developed from a pun system used in the assembly of storage shelves. a method of mounting the shell plates, in which the vertical frames are fixed to their base at a mutual horizontal distance which is substantially the same as the width of the shell plates and the shell plates are removable and replaceable and its use in different planar structures.

The invention therefore relates to a method of installing elements based on the use of a pun system developed from a 10 bar system used for assembling storage shelves or the like, wherein the vertical body of the bar system consists of two parallel rows of mounting holes. hanging the horizontal frames either before installing the elements, so that the mounting hooks or mounting brackets in the elements fit into the mounting holes in the horizontal frames, or the horizontal frames are attached to them during the manufacture of the elements and the horizontal frames are installed at the same time as the elements. The punisher system and the element installation method implemented with it can be used e.g. in wall structures, steep 20 roof structures, various visual and noise barriers, and protective and partitioning structures.

In renovation construction, e.g. the replacement of old wall surfaces has increased sharply recently. However, developments have not been able to keep pace with such a rapid increase in demand. For this reason, among other things, undeveloped solutions and methods have been used in the renovation of the wall surfaces of buildings, which have proved to be problematic for at least someone: their properties. Difficulties have occurred e.g. in fixing the elements to the wall surface. Excessive weight of the elements has required the most robust lifting equipment possible. The dimensions of the conventional elements have not been adapted to the dimensions of the building. The wall surfaces have not been straight, which has become a problem in the installation method. The wall surfaces have also not been rectangular and there may be considerable mutual deviations in the location of the openings, which did not provide sufficient flexibility in the ice systems in use. The re-anchoring of the fasteners of the elements to the upholstered wall has mostly been based on a point-like fastening of the so-called for the use of props. The fasteners have not been in exactly the right places, and finding a solid attachment point in the old wall structure has caused problems. Jointing compounds have been used to seal the elements, which will have to be renewed later, not least because they have proven to be important rainwater transfer routes to the insulation. T 2 95957 1 screed coatings applied directly to the surface of the old façade have often been momentary improvements because they have not been made rainwaterproof and breathable at the same time.

FI patent publication 47504 discloses a connector for attaching a horizontal frame to 5 vertical frames. This patent publication does not in any way deal with the use of a punisher system in construction or the installation of elements with it.

FI patent application 842653 discloses a method for fastening an element to another element, wherein the straight surface of the receiving element is provided with grooves at an oblique angle 10 into which the corresponding projections in the element to be mounted fit.

DE-A-4228338 A1 discloses a method for mounting wall elements in which horizontal rails with oblique projections are bolted to wall-mounted corner pieces, on which the elements are suspended by means of oblique grooves therein.

FI patent application 874556 discloses an arrangement for the surface cladding of a wall structure, which is based on the profiles coming between the elements and the corresponding grooves in the element itself, in which the profile rests.

U.S. Pat. No. 4,516,373 also discloses a method of installing wall elements based on the intervening profiles of the elements and the grooves in the elements.

DE-A-3246725 A1 discloses a method of installing wall cladding panels, in particular natural stone tiles, in which the vertical frame is formed by rectangular profiles 25 and the horizontal bars are bars of round cross-section to be installed in the holes of the vertical bars, on which the elements are suspended by hooks or the like.

DE-A-3734576 A1 discloses a method of installing wall cladding panels, in particular glass panels, in which the vertical and horizontal frames consist of pipes fastened to each other by a connecting piece 30, to which the facade panels are fastened by means of special bolt-on clamps.

VTT's publication 310 “Development of the technical use of natural stone in construction, part 3, December 1984” presents a method for installing natural stone facades, which is based on fitting 35 horizontal wire profiles into the grooves in the facade panels.

Patent publications CH-516,055, CH-679,503, DE-2153,997 and DE-3638,624 disclose methods for manufacturing various walls. None of these publications appear

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3 95957 1 and not a method of mounting the shell plates, in which the shell plates are installed in horizontal holes in the vertical holes which open outwards from their plane surface, so that the installation methods disclosed in said patents and in the present invention are completely different.

DE-A-3039 388 discloses a wall solution which is particularly suitable for offices, in which the vertical frames have a circular cross-section and the horizontal frames are mounted between the vertical columns by means of shaped pins in the vertical columns. The assembly of the frame of such a wall can only take place from left to right or from right to left. Ts. horizontal bars should be installed at the same time as the installation of vertical bars progresses. In the present invention, the vertical frames are mounted first and the shell plates are mounted through the horizontal frames in the mounting holes in the vertical frames opening outwards from their planar surface, so that the installation methods disclosed in said patents and in the present invention are completely different.

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None of the above discloses discloses a method of installing elements based on a system developed from a rack system used in assembling storage shelves as defined in the present invention, where shell plates are mounted as , wherein the horizontal frames are attached to them in connection with the manufacture of the elements, whereby the horizontal frames are installed simultaneously with the element.

It is an object of the present invention to obviate the above problems when using a punisher system. used to install wall elements. When an industrially manufactured penalty system can be used as a basis for development, savings in machine and other costs are achieved and at the same time the implementation of the system is accelerated. The punter system used as storage shelves as such cannot be applied to the purpose of the invention and the method of installing the elements 30, but has been further developed to be suitable for these completely new applications. The shape of the mounting holes in the vertical frame profile is retained, but the holes may be of other shapes as long as the elements can be installed and removed and the elements remain reliably in place. The size of the mounting holes has been increased, as even heavy elements must be able to be removed and replaced, the zinc layer 35 has been reinforced to improve the weather resistance of the frames, the horizontal profile has been increased and the horizontal hooks have been shortened to facilitate removal. The size, shape and number of horizontal hooks or similar mounting brackets are determined by the load stresses and installation characteristics.

t 4 95957 1 The horizontal frame structure has been supplemented to suit the installation method by making holes and / or projections in the frame material for mounting the elements. In addition to this, completely new frame profiles and mounting levels have been developed for installing corner elements. The material of the horizontal bars may be a steel sheet or a similar metal plate, a reinforcing plastic or other composite material or a combination thereof. The materials of the penalty system can be selected based on the service life and durability requirements set for the building and its part.

The invention is characterized in that there is a freely selectable number of horizontal frames, preferably 10 two per shell plate and for the corner shell plates there is one separate mounting level corresponding to the vertical frame.

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The following describes in more detail the use of the frame system and the method of installing the elements in the cladding of the wall surfaces of the building to be renovated, where an uninsulated concrete element is used as the element. It should be emphasized that instead of said uninsulated concrete element, an element made of any material or combination of materials, slabs, moldings or the like can be used, and that the same punishing system and installation method are also suitable for building wall surfaces in new buildings. Such alternative wall element building materials may be cement based materials such as concrete or the like, clay based materials such as brick and clinker tiles, stone, glass, ceramics, metal, wood or oil based materials or various composite materials or light transmitting thermal insulation or solar panels.

: Elements or plates or the like made of different materials and combinations of materials can be used in the same building. The element may contain a freely selectable insulation material or the insulation is made in advance, for example using an old wall surface as a base. Elements, plates, moldings 30 or the like to be mounted on a punisher system are hereinafter referred to as a shell plate.

The vertical frames are laid on a plinth, in which case a new ground-based plinth made of concrete, steel or other material is made next to the old plinth at the site to be renovated, or a new plinth is anchored and / or supported from 35 old plinths. At large openings for vertical beams, a load-bearing beam solution is usually made, which may be independently functional, anchored to the load-bearing structures of the old building, or the beam may be designed as a trap structure, where, for example, the vertical beam may form part of a load-bearing structure. With vertical frames

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5 95957 1 is based on a new plinth / load-bearing beam, the existing wall structures are subjected to only minor load loads, so that no heavy requirements need to be placed on the mounting base of the vertical frames either. The vertical frame is formed on a separate leveling steel plate or the like 5 on top of a new plinth / beam, which base plate is fixed to the vertical frame either by bolting or welding or otherwise. The distance between the vertical frames is usually the width of the shell plate and is determined by a separate measuring spacer. If the horizontal frames are installed in place before the elements are installed, they can also be used as measuring spacers, thus ensuring the verticality of the frames. The vertical frame is fastened to the old wall 10 and / or to the beam and / or column and / or slab with a separate fastening piece with an adjustment system by means of which the dimensional throw of the old wall surface can be corrected and the straightness of the new upholstery ensured. The attachment density of the uprights can be determined by its spin resistance or some other dimensioning factor. Mounting holes for horizontal frames at 50 mm intervals in the length of the vertical frame, the so-called 15 mounting holes, allow the shell plates to be positioned vertically to a tolerance of 50 mm. There are no restrictions on the distance between the mounting holes as long as there is enough material between the holes to maintain the load-bearing capacity.

The horizontal frames, which are preferably two pieces per shell plate, are located at about a quarter of the height of the shell plate 20, so that lowering of the shell plate, for example at doors or windows, is still possible on site. However, there are no restrictions on the location and number of horizontal bars in the height direction of the shell plate. Depending on the method of mounting the shell plates, the horizontal frames are provided with either mounting holes for the mounting hooks in the shell plates or for separate mounting brackets to be attached to the shell plates, or the frames are fixed to the shell plate during manufacture.

. : If the horizontal frames are attached to the shell plate during manufacture, protrusions of the frame material have been stamped or the horizontal frame has been attached mechanically or by welding or otherwise with adhesive grips which e.g. in the case of a concrete shell plate, it is still pressed into the wet mass, whereby the frame is anchored to the element as a result of the hardening of the concrete. The frame can also be fastened mechanically with screws, bolts or the like or by gluing or otherwise. When attaching to wet concrete, it is preferred that the horizontal frame is attached to the shell slab from about the center of the frame for about 1/3 of its length and that a gap of the order of 2 to 10 mm, preferably 3 to 5 mm, is left between the frame and the shell slab. the resulting deformations of the shell plate 35 can occur without hindrance and the gap between the shell shell plate is ventilated and no water or ice is collected. When applied to the hardened concrete mass with bolts or the like in the horizontal frame and in the shell slab, the deformations due to heat and moisture are different, which can be taken into account by means of tolerance adjustments, whereby the locations of the fasteners 6 95957 1 are freely selectable. The horizontal frame can be completely attached to the shell plate, for example, when the frame is able to follow the movements of the shell plate and the possible accumulation of moisture in the joint in question is not hindered or it is prevented by profiling the horizontal frame. The horizontal frame can be provided simultaneously to suit both methods of mounting the shell plates 5. The profiles at the ends of the horizontal bars fit the vertical bars so that one or more fastening hooks at each end hit the mounting holes of the vertical frame.

The size of the shell panels used as cladding panels is freely selectable and each of the 10 shell panels functions as a separate unit. It is preferred that the dimensions of the sides of the shell plate are 1200 mm and 1400 mm. In this case, they can be easily placed in the dimensions of the building and at the same time can be handled with lighter lifting equipment. The advantage of the height dimension of the shell plate of 1400 mm is already determined by the fact that the height of the most commonly used windows is said dimension, whereby when the shell plates are 1400 mm high, they fit as such into the window lines. The most commonly used floor height is 2800 mm, which is a multiple of 1400 mm. The width dimension of the shell plate, on the other hand, is well suited for 1200 mm, because the external dimensions of the building are usually multiples of said dimension. It is also an advantage of limiting the size of the shell plates to said dimensions that they can be manufactured industrially in large sizes, which also makes it possible to use robotic technology in their manufacture 20. The compact and lightweight element is also easier to replace with a new one. However, no restrictions are placed on the dimensions of the shell plates used in the frame system and installation method according to the invention.

The end of the shell plate, its lower or upper edge or two edges at an angle of 25 degrees to each other or all edges of the shell plate have one or more grooves in which a sealing strip can be mounted. This avoids the use of different sealants. In this way, the new wall surface is maintenance-free and the shell plates can be removed and replaced with new ones. The location of the sealing strip significantly affects the function of the wall. As a result of rain or changes in indoor humidity or temperature, higher relative humidity relative to the outside air may form behind the shell plate or water may accumulate or condense on the surfaces. This moisture can be removed in two ways: If the sealing tape seals the horizontal seam and the vertical seams are forces, rain can penetrate from the vertical seams behind the shell plate. In this case, the droplets hit the stiffening groove in the vertical frame and flow down along it and the water leaves the structure. If the droplets pass that groove, the water drains down along the vertical surface 35 and / or the back surface of the shell plate and exits the structure through the open bottom edge. The moisture content formed in the air gap behind the shell plate is reduced by ventilation through open vertical seams. If all joints are tight, moisture may form behind the shell plate in the form of moisture release due to room temperature and / or changes in outdoor temperature ·> 95957 1. In this case, the vertical frame and / or the air space between the wall and the shell plate act as a dehumidifying flue. This is made possible by the air gap being open at the lower and upper edges of the wall but the upper edge being tinned to be rainproof. This eliminates the detrimental effects of rain and moisture, regardless of how the sealing of the shell plate seams is sequenced.

Installing the shell plates on a punter system is like stacking in place, making work quick. Limiting the size of the shell plates to said dimensions also has the advantage of being handled with lighter lifting equipment. One preferred installation method 10 is that the lifting level such as the so-called one or more factory-packed shell plate cassettes, which may have, for example, four shell plates, are lifted onto a scissor platform or the like. With the help of the lifting platform, the cassettes are raised to the installation height, and with a light crane on the platform, the shell plates are stacked on a backhoe system. When the shell plates are packed at the factory and the packaging is only unpacked at the installation site, the shell plates cannot be damaged and it is possible to arrange even sharp corners on their edges, because the corners cannot knock during transport and installation. Such chamfers made at the edges can be utilized e.g. so that the bottom and top edges of the shell plate are oblique, allowing water to drain away. Since transport and installation damage cannot occur, the shell plates can be, for example, glass plates.

20 In addition to eliminating the problems of the systems currently in use, the backbone system and the method of installing the shell plates lead to an architecturally better end result, a reduction in working time and a lower cost. When the system consists of separate, compatible product parts, the new cladding can be assembled from very different combinations of materials and the accumulation of technical difficulties can be eliminated by 25 mm. because the system is independent of the characteristics of the old wall and the system *: high dimensional accuracy allows detailed detailing as well as smaller seams and tolerances. Modifications to the new cladding can also be easily carried out, as each shell plate is removable and replaceable. During the work, the construction site remains tidy, not least because the installation work can be done with light equipment. In cramped or hard-to-reach places where reachable equipment is required, lightweight shell elements can be easily installed in place without greatly interfering with normal living. *. It is also to the advantage of the invention that the system as a whole provides new possibilities for the architecture, such as the addition of protrusions to the wall surfaces and the use of different materials in the same object. In addition, there is the possibility of shell plates 35. free development and thus competition, as there are few barriers to such action.

In the following, the invention will be described in more detail with reference to the exemplary solutions 1895957 1 shown in the accompanying figures, which show the use of the invention in renovation construction when renovating wall structures, and explain in more detail a method of installing shell plates in which horizontal rails are attached. However, the invention is not intended to be narrowly limited to the embodiments shown in the figures. It is easy to understand that the punter system and the method of installing the shell panels implemented with it can also be used for cladding steep roof surfaces. Use in visual and noise barriers so that the vertical frame is set up to act as a mast pillar is also possible. Such visual barriers may include fences in buildings and construction sites, walls dividing different spaces indoors and outdoors, car guards, warehouses and other 10 yard structures. It is also possible to make easily movable structures as well as walls used for temporary or permanent compartmentation.

Figure 1 shows an embodiment of a vertical frame, Figure 2 shows an alternative way of establishing the vertical frame and joining an old building,

Figures 3,4,5 and 6 show some fastening methods for anchoring and adjusting a vertical frame to an old building,

Figures 7 and 8 show an embodiment of the joining of the horizontal frames to the vertical frame,

Fig. 9 shows an embodiment of the method of mounting vertical and horizontal bars and some ways of establishing vertical bars at larger wall openings, Fig. 10 shows an enlarged view of the method of installing vertical and horizontal bars shown in Fig. 9,

Fig. 11 shows a longitudinal section of the re-clad wall structure, Fig. 12 shows an embodiment of the installation of the corner element, *: Fig. 13 shows an embodiment of how the rain is taken into account in the wall structure,

Fig. 14 shows an embodiment of the facade of a re-clad building and 35

Figure 15 shows an embodiment of a re-upholstery at the end of a building. Fig. 1 shows an embodiment of the vertical frame 1, in which there are two in the planar part 1a

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9 95957 1 parallel conical rows of holes 3 and 4 at their lower ends, i.e. the so-called mounting hole and stiffening groove 2. The profile 1 further comprises side planar parts Ib, oblique folds le and planar portions Id with holes 5 for fixing the frame 1 to the regional structure, which holes S also act as ventilation holes in and through the frame 1. The dimension of the opening 6 5 between the planar parts Id can be determined, for example, so that a standard-sized timber such as 2 “* 4” or some other dimension or structure fits inside the frame. It is clear that the frame 1 can be of a different cross-section and equipment.

Fig. 2 shows the erection of a truss system vertical frame 1 on a new concrete structure 10 plinth 9 with an old plinth 7, insulation 8 installed between the old and new plinth, old wall structure 10, seal 11 between old plinth 9 and wall 10, new moisture barrier 12, attached to the old wall structure 10 13 and 14, of which the layer 14 can also act as a windbreak plate. A vertical base plate 15 and a bolt and nut 16 with which the vertical frame 1 is fastened to the base plate 15.

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Figure 3 shows an anchor plate 17 made of steel plate or similar metal plate with holes 22 and projections 19 with holes 20 provided in the plate material 18 itself. The anchor plate 17 may be of other shapes or made of other materials or constructed differently, as long as it can be realized fixing the vertical frame 1 20 and adjusting.

Figure 4 shows a method of attaching a vertical frame 1 to a region structure 10. Threaded rods or the like 22 are anchored to the base structure 10, for example, by drilling a hole in the region structure 10 into which the threaded rod 22 is anchored mechanically or by gluing or otherwise. These threaded rods 22 are fastened to the anchoring plate 17 • j by two nuts 24, under which there may be washers 23. The verticality of the vertical frame 1 is adjusted by changing the position of the respective nuts 24. The frame 1 is fastened to the anchoring plate 17 by means of a bolt 25 and a nut 24 screwed into it through the holes 20 of the projections 19 and the mounting holes in the frame.

30

Figure 5 shows a cross-sectional view of the frame 1 and an alternative fastening and adjustment system of the frame 1. Instead of a mounting plate, a system attached to the frame 1 is used, which has a sleeve 27 with an internal thread, into which a kind of bolt 26 with a hole is screwed, through the hole through which the threaded rod 35 22 passes. Vertical adjustment is effected by means of nuts 24.

Figure 6 shows the fastening and adjustment system in a longitudinal section, showing the frame 1, the holes 5 therein, the threaded rod 22, which in this exemplary solution 10 95957 1 is mounted in an oblique position, which can be realized by turning the bolt 26 to the desired position.

Fig. 7 shows a perspective view of an embodiment for fastening the horizontal frame 28 to the vertical frame 1. The horizontal frame 28 comprises a beam part 29 and L-profiles fixed at both ends by welding or otherwise. end portions 29 '. The end portions 29 'may be shaped differently and may be part of the beam portion 29 of the horizontal frame. The end portions 29' include protrusions punched from its material, hooks 30 of a suitable tolerance to mounting holes 3 and 4. In this example, there are three hooks 30, but 10 be one or more. The dimensioning between the hook 30 and the holes 3 and 4 is performed with a suitable tolerance. The hook 30 is inclined downwards and when dismantling the wall the shell plate is lifted upwards, whereby the hook 30 guides the horizontal frame out of the mounting holes 3 and 4. This makes it easy to remove the horizontal frames even if the shell plate mounted on the horizontal frame 28 is heavier.

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Figure 8 shows a cross-sectional view of the connection between the beam portion 29 and the end portion 29 'of the horizontal frame 28, with the end portion 29' having a conical hook 30. When the hook 30 is conical, it is better guided into the mounting hole of the vertical frame. The hook 30 may as well be of other shapes, as long as the shape of the mounting hole and the vertical frame together allow the shell plates 20 to be installed and dismantled.

Figure 9 shows a frame system attached to the wall surface and / or other structures of an old building with a new foundation 9, vertical frames 1 and horizontal frames 28. The opening of the opening 31 is tracked by a separate beam 34 or a trap structure 33 formed by rods 33 connected to the penalty system. use a combined structure of the beam 32 and the punisher system or other method, as long as the vertical beams 1 of the punisher system can be reliably established at the opening 31 • ·. The shell plates 34 are shown as transparent plates, so that it is easy to understand that the shell plates 34 can be hung on the crank system afterwards or the horizontal frames 28 are already attached to the shell plate 34 in the factory 30. In this example, two horizontal frames 28

Figure 10 is an enlarged view of Figure 9. The shell plates 34 are transparent. The horizontal frame 35 28 has protrusions 35 stamped from its material, of which in this exemplary case there are five pieces by means of which the shell plates 34 are attached to the horizontal frame 28. As shown in the figure, the shell plate 34 is attached to the horizontal frame 28 by 1/3 of its horizontal length. Mounting projections 35 Ϊ

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However, there are no restrictions on the number and location of 11 95957 1 as long as they reliably support the shell plate 34.

Figure 11 shows a longitudinal section of the wall of a prefabricated house 5 renovated with a solution of the invention. Additional insulators or the like 13 and 14 are attached to the surface of the old wall elements 10. In this exemplary solution, the horizontal frame is attached to the shell plate 34 by outwardly conical projections 35 stamped from the horizontal frame beam portion 29 so that an air gap 36 is left between the horizontal frame and the shell plate. The horizontal wire 28 can equally well be fastened to the holes 37 drilled in the shell plate 34 10 by means of bolts or the like 38, whereby the air gap 36 can also be traced. At the lower edge of the shell plate 34 there is a groove 39 in which a sealing strip 40 is mounted.

Fig. 12 shows the layers 13 and 14, the end portion 29 'of the horizontal frame 28, the air gap 36 and the wall surface shell plate 34 and the corner solution used in the element mounting method, where the corner element 34' has a separate mounting base 41 from which the punching hooks 30 fit the mounting holes of the vertical frame 1 '. In this connection, it should be noted that a two-part vertical frame 1 'and a mounting base 41 suitable for a corner have been developed for the needs of the present invention. The vertical corner frame 1 'is fixed and aligned with the base in the same way as the other vertical frames.

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FIG. 25 as a rain brake and the stiffening groove 2 acts as a gutter, whereby the water flows down along the groove 2. If the joint 42 is open, for example during storm rain, water / moisture can also enter the space 44 between the layer 15 and the shell plates 34. In this case, the moisture leaves / evaporates from the intermediate space 44 through the open vertical seams. If the vertical seams 42 are also sealed, moisture can enter the intermediate space 44 mainly in the form of water vapor from the room side, whereby the intermediate space 44 and / or the frame 1 acts as a ventilation duct.

Fig. 14 shows the facade of an apartment building renovated according to the installation method according to the invention, where the wall elements 34 and the corner elements 34 'can be seen.

Fig. 15 shows the end of an apartment building renovated by the installation method according to the invention, where the wall elements 34 and the corner elements 34 'can be seen.

Claims (9)

1. The so-called elements used in the construction of new and basic landscaping, based on the use of a penalty system developed from the penalty system used for assembling storage shelves. 5 method of mounting the shell plates (34, 34 '), wherein the vertical frames (1) are fixed to their base at a horizontal distance substantially equal to the width of the shell plates (34) and the shell plates (34, 34') are removable and replaceable, characterized in 28) is a freely selectable quantity, preferably two pieces per shell plate (34) and for corner shell plates (34 ') there is one separate vertical frame (Γ) and an installation level (41) corresponding to 10 horizontal frames (28) and the shell plates (34, 34') are installed on the horizontal frames (28, 41) fixed to the vertical frames (1, Γ) of the frame system by means of hooks (30) in the horizontal frames (28, 41) which mate with the outwardly opening mounting holes (3, 4) in the vertical frames (1, 1 '). 1 Claims Installation method according to Claim 1, characterized in that the vertical frames (1,1 ') of the truss system are formed by a foundation plate (15) on a new or anchored foundation (9) or a trap structure (33) or a combination of trusses anchored to the old structures. (1,1 ') are supported and anchored to the vertical position by a separate adjustable fastening system 20 (17,18,19,20,21,22,23,24,25,26) bending rings (1, Γ) are formed by the so-called free standing column. Installation method according to one of Claims 1 or 2, characterized in that the horizontal frames (28, 41) of the frame system are fastened to the shell plate (34, 34 ') during their manufacture to the projections 25 or shell plate (34) of the material of the horizontal frame (28, 41). 34 ') by means of bolts or (38) fixed to the holes (37), or •: the shell plates (34,34') are mounted on the horizontal frames (28, 41) of the frame system afterwards by means of hooks or fastening elements attached to the shell plate (34, 34 ') so that the horizontal frames (28,41) have holes corresponding to the location of the hooks and their size. Installation method according to one of Claims 1 to 3, characterized in that the horizontal frames (28, 41) of the frame system are located relative to the height of the shell plate (34, 34 '). at freely selectable locations, preferably at the order of a quarter of a point where there are two horizontal frames (28) in the region of the middle 2/3 of the height of the piece shell plate (34) when there are two more horizontal frames (28). 35 Installation method according to one of Claims 1 to 4, characterized in that the horizontal frames (28) of the frame system are fastened to the shell plate (34) along their entire length or, preferably, along a distance of the middle third. 13 95957 Installation method according to one of Claims 1 to 5, characterized in that there is an air gap (36 to 10 mm), preferably 3 to 5 mm, between the horizontal frames (28, 41) of the crane system and the shell plate (34, 34 '). ). Installation method according to one of Claims 1 to 6, characterized in that one or more grooves (39) for the sealing strip (40) are provided at one or more edges of the shell plate (34, 34). Installation method according to one of Claims 1 to 7, characterized in that the width of the shell plate (34) is preferably 1200 mm and the height is preferably 1400 mm. Use of an installation method according to any one of claims 1 to 8 as wall structures, roof structures, visual and noise barriers or protective and partitioning structures. 15 20 25 30 «35 £ 95957