Abstract
A support rail for a cladding system for enclosing scaffolds, having a front side and a rear side, wherein the rear side faces a scaffold in the final installation position of the support rail and wherein, on the rear side at an axial distance from one another first connecting means for connecting the support rail to the scaffold, in particular to a bracket of the scaffold, and second connecting means for connecting the support rail to panels are arranged.
A cladding system with a support rail, as well as a scaffold with a cladding system. In addition, a method for enclosing a scaffold is disclosed.
Claims
1. A support rail for a cladding system for enclosing scaffolds, having a front side and a rear side, wherein the rear side faces a scaffold in the final installation position of the support rail and wherein, on the rear side at an axial distance from one another, first connecting means for connecting the support rail to the scaffold, and second connecting means for connecting the support rail to panels.
2. The support rail according to claim 1, wherein the first and second connecting means are arranged on the rear side of the support rail so as to be releasable and/or displaceable in the longitudinal direction of the support rail.
3. The support rail according to claim 1, wherein the support rail has a centrally arranged, preferably undercut, longitudinal groove and/or two eccentrically arranged longitudinal grooves on the rear side.
4. The support rail according to claim 1, wherein the first connecting means comprise a double hook which is open downwards in the final installation position of the support rail and which is preferably formed from a single profile with a U-shaped or C-shaped cross-section and laterally partially exposed legs.
5. The support rail according to claim 1, wherein the second connecting means comprise a double bracket for reception of a first and a second panel, wherein preferably the double bracket comprises two parallel arranged bracket arms each having a link-like recess or guide for reception of a bearing bolt connected to a panel.
6. The support rail according to claim 5, wherein a wedge with a recess is hinged to each of the bracket arms, so that the wedge is pivotable and/or displaceable relative to the bracket arm, wherein preferably the bracket arms have slot-like recesses or abutment elements for guiding the wedges.
7. The support rail according to claim 1, wherein the first and second connecting means have screws and/or threaded plates for connection to the support rail.
8. The support rail according to claim 1, wherein at least one piping rail extending in the longitudinal direction is arranged on the front side, which rail is preferably open to the side, and/or at least one longitudinal groove extending in the longitudinal direction is formed on the front side, which groove is preferably undercut.
9. A cladding system for enclosing scaffolds, comprising a support rail according to claim 1 and at least one panel and/or a keder tarpaulin.
10. The cladding system according to claim 9, wherein the panel has a front side and a rear side, wherein the rear side faces the scaffold in the final installation position of the panel and wherein at least one, preferably stiffening, profile is arranged on the rear side, which profile carries at least one bearing bolt projecting laterally beyond the panel.
11. The cladding system according to claim 10, wherein the bearing bolt is designed as a simple rod with a preferably circular cross-section.
12. The cladding system according to claim 10, wherein the bearing bolt has an end stop with a stop surface facing the panel and/or a projection pointing in the direction of the support rail in the final installation position.
13. The cladding system according to claim 9, wherein the system has at least one bearing bolt, which is designed as a separate component and, for connection to a panel or another element, for example a door element, has an angle with preferably two legs at its end facing the panel or the element.
14. The cladding system according to claim 9, wherein the panel has at least one longitudinal edge provided with a stepped fold and/or a rounded longitudinal edge, preferably for connection to a sealing profile.
15. The cladding system according to claim 9, wherein at least one panel of a plurality of panels is divided into at least two parts and the parts are connected via a joint.
16. The cladding system according to claim 9, wherein the system has a connector plate for forming a lower end, wherein preferably the connector plate has on the rear side a connector element with a recess for the reception of connecting means of a scaffolding component, in particular a bracket or a horizontal ledger.
17. A scaffold with a cladding system according to claim 9 and a bracket for connecting the cladding system to the scaffold.
18. The scaffold according to claim 17, wherein the bracket is formed from a tubular piece of rectangular cross-section, which has at one end a head plate for connection to the support rail and at the other end connecting means for connection to a vertical post or to a rosette-like connector element connected to the vertical post.
19. A method for enclosing a scaffold using a cladding system according to claim 9, comprising the steps of: mounting the support rail, wherein the first connecting means are placed on a bracket of the scaffold so that the first connecting means engage behind a head plate of the bracket, mounting the panel, wherein a bearing bolt connected to the panel is inserted into a link-like recess or guide of a bracket arm of the second connecting means and is displaced from a parking position into an end position which corresponds to the final installation position of the panel, and securing the end position of the bearing bolt with the aid of a wedge which is articulated on the bracket arm and/or displaceable relative to the bracket arm and which is pivoted and/or displaced relative to the bracket arm, wherein preferably the wedge is guided over a slot-like recess of the bracket arm.
20. The support rail according to claim 1, wherein the first connecting means is configured for connecting the support rail to a bracket of the scaffold.
Description
DETAILED DESCRIPTION OF THE DRAWINGS
[0054] A preferred embodiment of the invention is explained in more detail in the following with reference to the accompanying figures. These show:
[0055] FIG. 1 a perspective view of a cladding system according to the present invention with a support rail and a panel according to the present invention,
[0056] FIG. 2 a further perspective view of the cladding system of FIG. 1,
[0057] FIG. 3 a perspective view of the support rail of the cladding system of FIG. 1 in the area of the first connecting means,
[0058] FIG. 4 a perspective view of the support rail of the cladding system of FIG. 1 in the area of the second connecting means,
[0059] FIG. 5 a further perspective view of the cladding system of FIG. 1 with two panels suspended,
[0060] FIG. 6 a perspective view of the cladding system of FIG. 1 in connection with a bracket of a scaffold,
[0061] FIG. 7 a sectional view through a first support rail according to the present invention,
[0062] FIG. 8 a sectional view through a second support rail according to the present invention,
[0063] FIG. 9 a horizontal section through an outer corner of a cladding system according to the present invention,
[0064] FIG. 10 a horizontal section through an inner corner of a cladding system according to the present invention,
[0065] FIG. 11 a perspective view of a panel for a cladding system according to the present invention and enlarged sections of areas A (upper panel end) and B (lower panel end),
[0066] FIG. 12 a perspective view of a cladding system according to the present invention with several panels arranged one above the other and enlarged sections of areas A (connection of sealing profile to lower panel) and B (connection of sealing profile to lower and upper panel),
[0067] FIG. 13 a perspective view of first connecting means for a support rail according to the present invention,
[0068] FIG. 14 a) and b) each a perspective view of first connecting means for a support rail according to the present invention,
[0069] FIG. 15 a vertical section through a scaffold with a cladding system according to the present invention and an external ballasting scaffold,
[0070] FIG. 16 a) to d) each a perspective view of a support rail according to the present invention, which is being prepared for the connection of a ballasting scaffold,
[0071] FIG. 17 a perspective view of a scaffold with a cladding system according to the present invention and an external ballasting scaffold,
[0072] FIG. 18 a perspective view of a cladding system according to the present invention, which forms a roof,
[0073] FIG. 19 an enlarged section of FIG. 18,
[0074] FIG. 20 is a perspective view of a connecting panel of a cladding system according to the present invention,
[0075] FIG. 21 a perspective view of a connecting plate in its final installation position,
[0076] FIG. 22 a perspective view of the connecting plate of FIG. 21 with support rail attached thereto,
[0077] FIG. 23 a further perspective view of the connecting plate of FIG. 21 with the support rail attached to it,
[0078] FIG. 24 a perspective view of the connecting plate of FIG. 21 with a strip attached thereto,
[0079] FIG. 25 a perspective view of the connecting plate of FIG. 21 with a panel attached thereto,
[0080] FIG. 26 a perspective view of a modified double bracket for a support rail according to the present invention or a cladding system according to the present invention,
[0081] FIG. 27 a perspective view of a panel with bearing bolts for a cladding system according to the present invention,
[0082] FIG. 28 a further perspective view of the double bracket of FIG. 26 in conjunction with the panel of FIG. 27 on the one hand and in conjunction with a modified bearing bolt on the other hand,
[0083] FIG. 29 a perspective view of the components of FIG. 28 from a different angle,
[0084] FIG. 30 a perspective view of the components of FIG. 28 from another angle,
[0085] FIG. 31 a perspective view of the components of FIG. 28, but with a modified bearing pin that is rotated through 180, and
[0086] FIG. 32 a perspective view of the modified bearing pin.
DETAILED DESCRIPTION
[0087] FIG. 1 shows a cladding system 10 according to the present invention, which serves to enclose a scaffold 1. FIG. 1 shows the rear side of the cladding system 10, i.e. the side facing the scaffold 1.
[0088] The cladding system 10 shown comprises a support rail 100, which can be connected to a scaffold 1 via first connecting means 110 (not shown in the figure). The support rail 100 can be connected to a panel 200 via second connecting means 120. The second connecting means 120 form a double bracket 121 with two parallel bracket arms 122, which are arranged and formed axially symmetrically with respect to the central longitudinal axis of the support rail 100. Each of the two bracket arms 122 has a link-like recess or guide 123 for the reception of a bearing bolt 211 connected to a panel 200. The panel 200 can be suspended in a bracket arm 122 of the double bracket 121 via the bearing bolt 211. Furthermore, a wedge 124 is hinged to each of the bracket arms 122 of the double bracket 121 so that it can be pivoted relative to the bracket arm 122. In this respect, the two wedges 124 each have a recess 125, which is circular in one end section and otherwise designed as a slot, so that the wedges 124 are not only pivotable relative to the respective bracket arm 122, but can also be displaced. By pivoting the wedges 124, they can each be inserted into a slot-like recess 126 of the respective bracket arm 122. If the wedges 124 are then released, they are pulled downwards by their own weight. In this way, a kind of self-locking of the wedges 124 is achieved. In this position, the wedges 124 secure the position of the bearing bolts 211 of the panels 200 inserted in the link-like recesses or guides 123.
[0089] As can be seen in particular from FIGS. 2 and 4, the double bracket 121 of the second connecting means 120 is detachably fastened to the support rail 100 via at least one screw 130. The screw 130 is screwed into a threaded plate 131, which in turn is inserted into a central longitudinal groove 103 on a rear side 102 of the support rail 100. Since the longitudinal groove 103 is undercut, the threaded plate 131 can be fixed within the longitudinal groove 103 by means of the screw 130. By loosening the screw 130, the threaded plate 131 can be moved within the longitudinal groove 103 so that the height of the double bracket 121 can be adjusted. FIG. 2 also shows a sectional view of the first connecting means 110, which are described in more detail in the following with reference to FIGS. 3 and 13.
[0090] The first connecting means 110 comprise a double hook 111, which is made from a U-shaped profile and has two legs 112 that are partially exposed (see in particular FIG. 13). The partial release of the two legs 112 leads to the formation of two hook elements which are open downwards in the final installation position of the support rail 100, so that the support rail 100 can be connected to a scaffold 1 by hooking in. Like the double bracket 121, the double hook 111 is arranged and designed axially symmetrically in relation to the central longitudinal axis of the support rail 100 (see FIG. 3).
[0091] Furthermore, the double hook 111 is detachably attached to the support rail 100 via at least one screw 130. In order to adjust the height position of the double hook 111, the screw 130 can be screwed into a further threaded plate 131, which is received longitudinally displaceably in the central longitudinal groove 103 of the support rail 100.
[0092] FIG. 3 also shows that the support rail 100 has a further longitudinal groove 104 on its rear side 102 to the left and right of the central longitudinal groove 103. Seals (not shown) can be inserted into these if required. According to the assembly of the panels 200, the seals come to rest on the respective front sides 201 of the panels 200, so that an optimum seal is achieved between the panels 200 and the support rail 100.
[0093] FIG. 5 shows a support rail 100 with a double bracket 121, in each of which a panel 200 is suspended on both sides via a bearing bolt 211. The bearing bolts 211 of the two panels 200 are each connected to the panel 200 via a profile 210, which is arranged on a rear side 202 of the respective panel 200. The profile 210 carries the bearing bolt 211, which projects laterally beyond the panel 200 for hooking into the double bracket 121. Furthermore, the profile 210 is used to stiffen the panel 200. In this respect, the profile 210 has an essentially Z-shaped cross-section.
[0094] When a panel 200 is hung in the double bracket 121, the bearing bolt 211 is initially placed in a first position, the so-called park position. From this position, the panel 200 can then be moved into the end position via the bearing bolt 211, wherein the panel 200 is moved away from the scaffold 1, i.e. from the inside outwards. In FIG. 5, the two panels 200 are already in their respective end positions. The end position of the left panel 200 is also already secured by the left wedge 124. This is because a clamping effect is achieved via the wedge 124, which holds the bearing bolt 211 in the position shown. The end position of the right-hand panel 200 must still be secured by pivoting and, if necessary, actively moving the other wedge 124. The illustrated design of the double bracket 121 also enables self-locking of the wedges 124, as will be explained in the following with reference to FIGS. 14a) and 14b).
[0095] In FIG. 14a), the left wedge 124 has already been pivoted and inserted into the slot-like recess 126 of the left bracket arm 122. If the wedge 124 is released in this position, its own weight pulls it downwards, wherein a guidance of the wedge 124 is effected via the slot-like recess 126. It then reaches the position shown in FIG. 14b), in which the wedge 124with the bearing pin 211 inserted (not shown in FIGS. 14a) and 14b)clamps the bearing pin 211. The panel 200 is thus fixed in its end position by the wedge 124.
[0096] In FIG. 5, a double hook 111 is arranged below the double bracket 121, via which the support rail 100 is connected to a scaffold 1 (not shown in FIG. 5). Since the support rail 100 can have a certain length, several double hooks 111 are preferably arranged at the rear so that the support rail 100 is held securely on the scaffold 1 over its entire length. A double bracket 121 for the reception of panels 200 is then preferably arranged between two double hooks 111.
[0097] FIG. 6 shows the connection of the support rail 100 to a scaffold 1 via a double hook 111, wherein in this case the double hook 111 is connected to a bracket 20 of the scaffold 1. The bracket 20 is formed from a piece of tube 21 with a rectangular cross-section, which at one end has a head plate 22 for connection to the support rail 100. At the other end, the bracket 20 has connecting means 23, by means of which the bracket 20 can be indirectly connected to a vertical post 30 of the scaffold 1 via a rosette-like connector element 40. The head plate 22 of the bracket 20 protrudes on both sides, so that when the double hook 111 is placed on the bracket 20, the two legs 112 grip around both sides of the bracket 20 and engage behind the head plate 22. The support rail 100 is held securely on the scaffold 1 by this positive fit.
[0098] As can be seen by way of example in FIGS. 7 and 8, the support rail 100 can be designed in different ways. In particular, the support rail 100 can have at least one laterally open piping rail 105 on a front side 101 for the reception of a piping tarpaulin (not shown) (see FIG. 7). In order to be able to connect a piping tarpaulin on both sides, two piping rails are preferably provided in a parallel arrangement on the front side 101 (see FIG. 7). Optionally, however, the arrangement of piping rails can also be dispensed with, so that the front side 101 of the support rail 100 is largely flat (see FIG. 8).
[0099] In addition, special shapes of the panel 200 are possible, which are described in the following with reference to FIGS. 9 and 10. For example, at least one panel 200 can be designed in several parts and have a joint 205 for connecting two parts 200.1, 200.2. With the aid of this panel 200, inner and/or outer corners of the cladding system 10 can then be realized. FIG. 9 shows an example of an outer corner. FIG. 10 shows an inner corner. Both the inner corner and the outer corner can be produced with the same panel 200 if the joint allows the two parts 200.1, 200.2 to be pivoted relative to each other by at least 180 or 270 according to the basic position of the two parts 200.1, 200.2 relative to each other.
[0100] Furthermore, the panels 200 can differ with respect to their edge formation, namely in the area of their upper and lower longitudinal edges 203, 204.
[0101] As shown as an example in FIG. 11, the panel 200 can have two longitudinal edges 203 designed as a stepped rebate, which differ only with respect to their orientation (see enlarged areas A and B), so that they can be brought into engagement with the longitudinal edges 203 of similar panels 200. Ideally, the upper longitudinal edge 203 of a panel 200 designed as a stepped rebate should come to lie behind a longitudinal edge 203 of an overlying panel 200 designed as a stepped rebate, so that surface water is safely drained away.
[0102] Alternatively or additionally, a sealing profile 300 can also be arranged between two panels 200 arranged one above the other. This embodiment is shown as an example in FIG. 12. In this respect, the panel 200 can have an upper first longitudinal edge 203 designed as a stepped rebate, onto which the sealing profile 300 is attached (see the enlarged area A). In contrast, the lower longitudinal edge 204 can be convexly rounded and engage in the sealing profile 300, which in this respect is concavely rounded in some areas. (see enlarged area B).
[0103] FIG. 15 shows a scaffold 1 enclosed with the aid of a cladding system 10 according to the present invention, in front of which a ballasting scaffold 2 is assembled. The ballasting scaffold 2 is connected to the support rail 100 of the cladding system 10 via another bracket 20. This is possible because the support rail 100 is arranged in front of the panels 200 and is therefore accessible. The bracket 20 of the ballasting scaffold 2 is designed in the same way as the bracket 20 of the scaffold 1, so that only one bracket 20 or one type of bracket needs to be provided. To connect the ballasting scaffold 2 to the support rail 100, the head plate 22 of the bracket 20 is hooked into another double hook 111. This is formed in the same way as the double hook 111 on the rear side 102 of the support rail 100, but is arranged in the opposite orientation, so that the double hook 111 is open upwards. The reversed orientation thus enables the head plate 22 of the bracket 20 to be hooked into the double hook 111.
[0104] The further double hook 111 can be mounted if required. As shown by way of example in FIGS. 16a) to 16d), the support rail 100 can be pre-equipped in this respect. For example, the support rail 100 can have at least one recess 106 on its front side 101 for the reception of a mounting means, in particular a screw 130. The recess 106 can be closed with the aid of a plug 107 (see FIG. 16a)). To fasten the double hook 111 to the support rail 100, the plug 107 must then first be removed (see FIG. 16b)). The double hook 111 can then be screwed onto the front side 101 of the support rail 100 with the aid of at least one screw 130 (see FIG. 16c)), so that the two legs 112 of the double hook 111, which are exposed in some areas, point upwards and an upwardly open double hook 111 is formed (see FIG. 16d)).
[0105] As shown by way of example in FIG. 17, a further longitudinal groove 108, in particular an undercut longitudinal groove 108, can be provided on the front side 101 of the support rail 100 for fastening the double hook 111 on the outside of the support rail 100. The further longitudinal groove 108 enables-analogous to the longitudinal groove 103 on the rear side 102 of the support rail 100-a displacement and thus adjustment of the height position of the externally mounted double hook 111.
[0106] As can also be seen in FIG. 17, the double hook 111 can also be tubular in section. The tubular section increases the rigidity and thus the load-bearing capacity of the double hook 111. This applies to both the internal and the external double hook 111. Depending on whether the double hook 111 is to be arranged internally or externally, it is mounted during assembly in such a way that the tubular section is arranged either at the top or at the bottom.
[0107] The cladding system 10 according to the present invention can also be used to form a roof. This is shown by way of example in FIGS. 18 and 19. In this respect, the support rail 100 and the panels 200 attached thereto are mounted essentially horizontally. To drain surface water, especially rainwater, the installation should be carried out at a slight incline. As in the vertical application of the cladding system 10, installation is carried out with the aid of vertical posts 30 and brackets 20 attached thereto. In this respect, the brackets 20 each have connecting means 23 at a first end, which can be brought into engagement with a rosette-like connector element 40 of a vertical post 30. At the other end, the brackets 20 each have a head plate 22 for connection to a double hook 111 attached to a support rail 100 (concealed by the support rail 100 in FIGS. 18 and 19 and therefore not visible). The double hook 111 is placed on the bracket 20 in such a way that the two legs 112 of the double hook 111 engage behind the head plate 22 of the bracket 20. The double hook 111 is oriented in such a way that a positive fit is achieved in the direction of the slope of the support rail 100 and the panels 200. The slope also ensures that the double hook 111 cannot slip off the bracket 20. The panels 200 are again attached to the support rail 100 using the second connecting means 120 in the form of the double brackets 121.
[0108] Since the installation position of a vertical post 30 is usually not horizontal, mounting aids must be provided. In FIG. 18, a sleeve 31, a joint part 32 and a threaded rod 33 serve as such assembly aids. The threaded rod 33 can be connected to another vertical post 30, which is arranged vertically. The joint element 32 and the cuff 31 can then be used to connect the essentially horizontally oriented vertical post 30 to the vertically arranged vertical post 30, which at the same time allows the slope of the overhead cladding system 10 to be changed.
[0109] The roofing produced in FIGS. 18 and 19 with the aid of the cladding system 10 according to the present invention can represent an upper end of an enclosure of a scaffold 1. To form a lower end, the cladding system 10 can comprise a connecting plate 140, which is shown as an example in FIG. 20.
[0110] The connection plate 140 shown has a connector element 142 with a recess 143, which is identical to the recesses of a rosette-like connector element 40 of a vertical post 30 (see, for example, FIG. 6). The recess 143 is thus suitable for the reception of the connecting means 23 arranged on a bracket 20. In this respect, the bracket 20 has such connecting means 23 at its two ends. In this case, a short horizontal ledger of the scaffold 1 can also be used as the bracket 20, as this is usually equipped with corresponding connecting means at its two ends. A connecting plate 140 mounted on a bracket 20 or a horizontal ledger is shown in FIG. 21.
[0111] The connecting plate 140 shown in FIG. 20 also has several openings 141, some of which are designed as elongated holes. The openings 141 serve for the reception of fastening means, for example screws, with the aid of which a cladding element forming the lower end can be fastened to the connecting plate 140.
[0112] As shown by way of example in FIGS. 22 and 23, the cladding element forming the lower end can be a support rail 100. The support rail 100 shown differs slightly from the vertically arranged support rails 100 and is nevertheless designed according to the present invention. It has piping rails 105 running in the longitudinal direction, which enable a tarpaulin or film (not shown) to be attached if required. In this case, the tarpaulin or film forms the lower end of the cladding system 10.
[0113] As shown by way of example in FIGS. 24 and 25, a simple strip 144 (see FIG. 24) or a simple board 145 (see FIG. 25) can also be attached to the connecting plate 140 instead of the support rail 100.
[0114] FIG. 26 shows a slightly modified double bracket 121, by means of which a panel 200 can be connected to a support rail 100. Here too, the double bracket 121 has two parallel bracket arms 122, in each of which a slot-like recess or guide 123 is formed for the reception of a bearing bolt 211. A wedge 124 is hinged to each bracket arm 122 to secure the position of a received bearing bolt 211, which in the present case is secured in its position and at the same time guided by an abutment element 127 and a pin 128. Slot-like recesses 126 formed in the bracket arms 122 for guiding the wedges 124 can thus be omitted.
[0115] Furthermore, the bearing pin 211 can also have different designs. In FIG. 27, for example, a bearing bolt 211 connected to a panel 200 via a rear profile 210 can be seen, which is not designed as a simple round bolt, but as an angular bolt which has several projections.
[0116] The bearing bolt 211 shown in FIG. 27 has a first projection at its free end, which forms a stop 212 with a stop surface 213 that faces the panel 200. The stop 212 prevents the panel 200 from slipping out of the slot-like recess or guide 123 of the bracket arm 122 of the double bracket 121 attached to the support rail 100, which receives the bearing bolt 211, according to the assembly. This is because when the panel 200 moves relative to the bracket arm 122, the stop surface 213 of the stop 212 would come into contact with the wedge 124 and thus prevent it from slipping out (see FIG. 28).
[0117] The bearing bolt 211 shown in FIG. 27 has a further projection 215 on the side facing away from the stop 212, via which the bearing bolt 211 is supported on the double bracket 121 (see FIG. 28). A distance between the panel 200 and the support rail 100 is thus defined via the projection 215. This is particularly advantageous if a clamping effect is generated via the wedge 124, via which the panel 200 is pressed in the direction of the support rail 100. The projection 215 then prevents damage to the panel 200 and/or the support rail 100.
[0118] FIG. 28 and FIGS. 29 to 32 also show a further bearing bolt 211, which is designed as a separate component and is used for the reception of a door element 400 instead of a panel 200. FIG. 32 shows the bearing bolt 211 in a single illustration. At a first end, the bearing bolt 211 has a head plate 214, which simultaneously serves as a stop 212 and as a projection 215 or spacer. The bearing bolt 211 can be installed in two positions. In this respect, the bearing bolt 211 only needs to be rotated by 180 around its longitudinal axis. Both projecting sides of the head plate 214 can thus each serve as a stop 212 or as a projection 215. Consequently, the entire inner surface of the head plate 214 forms a stop surface 213. On the other hand, the bearing bolt 211 shown in FIGS. 28 to 32 has an angle 216 with a first leg 217 and a second leg 218. The bracket 216 is connected to the bearing bolt 211 via the first leg 217. In this respect, the first leg 217 extends transversely to the bearing bolt 211. The second leg 218 is used to attach a panel 200 or another element, for example a door element 400 (see FIGS. 29 to 31). The element, in this case the door element 400, can be attached directly to the second leg 218 (see FIG. 31) or indirectly via an intermediate profile or an intermediate strip 401 (see FIGS. 29 and 30). In this respect, the bearing bolt 211 is merely rotated by 180 about its longitudinal axis, so that the second leg 218 of the bracket 216 comes to lie closer to the door element 400 or further away from it and space is created for the profile or the strip 401.
[0119] The separate bearing bolt 211 shown in FIGS. 28 to 32 thus extends the connection possibilities, so that not only panels 200 can be connected to a support rail 100 of a cladding system 10 according to the present invention.
LIST OF REFERENCE SIGNS
[0120] 1 Scaffold [0121] 2 Ballasting scaffold [0122] 10 Cladding system [0123] 20 Bracket [0124] 21 Pipe section [0125] 22 Head plate [0126] 23 Connecting means [0127] 30 Vertical post [0128] 31 Collar [0129] 32 Joint element [0130] 33 Threaded rod [0131] 40 Connector element [0132] 100 Support rail [0133] 101 Front side [0134] 102 Rear side [0135] 103 Longitudinal groove [0136] 104 Longitudinal groove [0137] 105 Keder rail [0138] 106 Recess [0139] 107 Plug [0140] 108 Longitudinal groove [0141] 110 First fastener [0142] 111 Double hook [0143] 112 Leg [0144] 120 Second fastener [0145] 121 Double bracket [0146] 122 Bracket arm [0147] 123 Recess or guide [0148] 124 Wedge [0149] 125 Recess [0150] 126 Recess [0151] 127 Abutment element [0152] 128 Pin [0153] 130 Screw [0154] 131 Threaded plate [0155] 140 Connection plate [0156] 141 Opening [0157] 142 Connector element [0158] 143 Recess [0159] 144 Strip [0160] 145 Board [0161] 200 Panel [0162] 201 Front side [0163] 202 Rear side [0164] 203 Longitudinal edge [0165] 204 Longitudinal edge [0166] 205 Joint [0167] 210 Profile [0168] 211 Bearing bolt [0169] 212 Stop [0170] 213 Stop surface [0171] 214 Top plate [0172] 215 Projection [0173] 216 Angle [0174] 217 First leg [0175] 218 second leg [0176] 300 Sealing profile [0177] 400 Door element [0178] 401 Profile or strip
