Patent Application
20120298449
The invention relates to a scaffold, particularly a falsework or load-bearing scaffold, preferably a load-bearing scaffold tower, falsework tower or load-bearing tower, if applicable a work scaffold, façade scaffold, or mobile scaffold, that is constructed of at least two vertical frames, and of at least two or at least four connecting elements that extend essentially horizontally, in each instance, preferably also of at least two vertical diagonals that reinforce the scaffold, preferably with the formation of a polygonal, particularly rectangular or square layout, having the following characteristics:
The invention also relates to a method for installing and/or removing such a scaffold.
Such a scaffold and such a method for installing and/or removing such a scaffold have become known, for example, from WO 2009/092340 A1 and a related brochure “Schnell. Flexibel. Intelligent. Layher Allround Lehrgerüstturm [Fast. Flexible. Intelligent. Layher Allround falsework tower],” edition Jan. 1, 2009. Such falsework towers belong to the so-called falseworks or load-bearing scaffolds. In part, load-bearing scaffolds are also referred to as falseworks, and vice versa, whereby the term falsework is a very old name. Load-bearing scaffolds are particularly understood to be non-permanent, in other words only temporary constructions made of steel or wood, having a comparatively short useful lifetime and a great frequency of use. They are put together from multiple individual components, for the purpose of use, in each instance, and are taken apart again after they have fulfilled their intended purpose. Load-bearing scaffolds serve to carry away great vertical loads. In this connection, these are generally supporting loads and/or concrete-work loads during the construction phase. Load-bearing scaffolds therefore serve, for example, for supporting temporary steel structures, props, surrounds, or concrete-work loads during concrete work, as long as the concrete is not yet capable of bearing a load. In this case, the load-bearing scaffold must carry not only the weight of the concrete but also the inherent weight of the forms and the traffic loads during concrete work. Load-bearing scaffolds therefore serve for temporary support, underneath or to the sides, of forms for fresh concrete as well as of components made of steel, wood, or finished parts. The loads to be absorbed by load-bearing scaffolds are great, in comparison with the inherent weight of the load-bearing scaffold.
Falseworks or load-bearing scaffolds can be constructed in the form of one or more towers coupled with one another by means of connecting elements, in other words as load-bearing scaffold towers or falsework towers. In this connection, generally multiple modular modules having the same or a similar structure are disposed one on top of the other in level or height blocks, and fixed in place against one another in this connection. For this purpose, steel pipe rod support structures are generally used nowadays. In this connection, the vertical supports of the vertical frames, in each instance, which are also referred to as posts and generally consist of steep pipes, are connected with one another by way of coupling elements. In general, two vertical frames that are the same and spaced horizontally apart are used per height block or level, in each instance; these are particularly connected with one another by way of diagonal struts that are horizontally spaced apart, and reinforced relative to one another. In this connection, so-called cross diagonals or diagonal crosses, consisting of two intersecting diagonals that span a common vertical plane, can also be used.
Load-bearing scaffolds generally have a square or rectangular layout, i.e. the two vertical frames that span a vertical frame plane and are horizontally spaced apart, in each instance, are connected with one another by way of releasable diagonals that extend perpendicular to the vertical frame plane, if necessary also by way of additional releasable horizontal struts, forming such layouts. In this manner, a rod support structure is obtained per height block or per level, which structure is delimited laterally by rods that span four vertical planes, whereby adjacent vertical planes stand perpendicular to one another.
When constructing load-bearing scaffolds having a square layout, the two vertical frames per height block or level are frequently disposed offset by 90 degrees relative to one another. However, it is also possible to dispose the vertical frames of each height block or level not offset from one another, i.e. vertically one above the other.
Such load-bearing scaffolds constructed from pre-finished, closed vertical frames can be set up and taken down again in clearly understandable, simple, and fast manner. Because of the comparatively small number of basic components required per height block, handling and transport of such load-bearing scaffolds can also be implemented in simple and cost-advantageous manner.
The diagonals that connect the vertical frames are predominantly connected with the posts or with the vertical frames either by way of horizontal cross-bolts that are provided with tilt pins and welded onto the posts of the vertical frames, onto which bolts their perforated ends are set, or by way of engagement claws attached to their ends, which are releasably engaged into one of the horizontal struts of the vertical frames, in each instance. In the case of the falsework towers that are evident from the two aforementioned references, the diagonals that connect the vertical frames can be or are wedged in place on perforated disks that are welded in place on the vertical supports of the vertical frames, by way of connecting heads articulated on at both ends, by means of connecting wedges.
For standing installation of these falsework towers, as well as for later ascent to the underside of the ceiling boarding, floor plates, for example in the form of so-called O steel floors, can be laid in the falsework tower. These steel floors have two suspension hooks, at both ends, in each instance, suitable for being laid onto round pipes, by means of which the steel floors can be laid onto or suspended on horizontal bars configured as round pipes. The horizontal bars form connecting elements that extend horizontally between the horizontally adjacent vertical supports of the vertical frames disposed laterally or on the face side, as well as parallel to one another, and which are releasably attached there, on the perforated disks of the vertical supports of the vertical frames, by way of their connecting heads provided on both ends. For example, the following vertical frames can be provided for constructing these falsework towers, which comprise multiple height blocks:
Two so-called equalization frames, in each instance, can be disposed at a horizontal distance from one another and at the same height; these frames can be parts, in each instance, of a bottommost height block and of an uppermost height block. Each of these equalization frames or each of its vertical supports, respectively, have an effective length of 70.9 cm. Each of these equalization frames has precisely two horizontally spaced apart, parallel vertical supports, and precisely two parallel horizontal arms, which are disposed at a vertical distance of 50 cm from one another and are firmly welded onto the vertical supports, perpendicular to them, in each instance.
Multiple height blocks can be provided between the lowermost height block formed with the equalization frame and the uppermost height block formed with the equalization frame, or also without such equalization frames, which blocks are constructed from two vertical frames, in each instance, referred to as “normal frames” or as “standard frames” having a horizontal distance from one another and disposed essentially at the same height. Each of these “standard frames” of each of its vertical supports has an effective length of 150 cm or more, for example about 176 cm. Each of these equalization frames has precisely two horizontally spaced apart, parallel vertical supports, and also has precisely two parallel horizontal arms, which are disposed at a vertical distance of 130 cm or more, for example about 156 cm from one another and are firmly welded onto the vertical supports, perpendicular to them, in each instance.
If floor plates are disposed in the height blocks that lie one on top of the other, in tier-type manner, the horizontal bars of a height block that are provided as connecting elements between the two horizontally spaced-apart “standard frames,” in each instance, provided at essentially the same height per height block, or the floor plates of a next tier that are laid onto them, have a vertical distance of about 150 cm or more, for example about 176 cm, from the adjacent floor plates of the height block that lies underneath or the tier that lies underneath.
For standing installation of the falsework towers, as well as for later ascent to the underside of the ceiling boarding—from one tier to the next tier or from one platform to the next platform—a special, separate suspension ladder is used. This suspension ladder has a suspension hook, in each instance, at the upper ends of its two ladder uprights, for hanging the ladder onto a horizontal bar of a next tier. In this suspended state, the ladder supports itself, with the lower ends of its ladder uprights, on two horizontally directly adjacent floor plates of the lower tier. This standing installation and also the ascent as well as descent are an accident risk, and no longer satisfy the current safety requirements.
It is therefore the task of the invention to make available a scaffold and method(s) for installing and/or removing such a scaffold, in which the accident risk during standing installation or standing removal is reduced to a minimum, the individual parts of which have a comparatively low weight, and in which installation and/or removal can be carried out efficiently, in simple manner.
This task is accomplished by means of the characteristics of claims 1, 14, and 22. In particular, this task is accomplished, in the case of a scaffold having the characteristics indicated above, by means of the following characteristics:
By means of these measures, a particularly secure standing installation and/or removal of the scaffold can be implemented, whereby a side protection is possible by means of at least one leading, preferably circumferential hip and/or back railing. During face-side or same-side installation of the vertical frames according to the invention onto or on top of one another, an integrated ascent and, if applicable, descent possibility in the form of a ladder is automatically formed. Using this integrated ladder, persons can safely climb up or climb down, by way of the ladder, during installation and/or removal of the scaffold, and therefore be optimally protected within the scaffold construction, to prevent them from falling down, during or for the purpose of installation and/or removal of the leading hip and back railing, as well as in the finished, set-up scaffold.
If the vertical frame, in each instance, is structured with only two transverse rungs, the weight and the costs can be minimized accordingly. It is understood, however, that the vertical frames, in each instance, can also be configured with more than two transverse rungs, for example with three or four transverse rungs.
The above advantages can be implemented to a particular degree, in the case of a scaffold according to the invention, if the following characteristics are implemented:
In this connection, it can be particularly advantageous if the following additional characteristics are provided:
The scaffold or the vertical frames according to the invention can have the following additional characteristics, in a particularly advantageous embodiment:
In this way, particular advantages can be implemented during installation or removal, particularly of the leading hip and/or back railing, if applicable also in connection with particularly advantageous possibilities for integration and positioning of connecting elements in a raster dimension of a modular scaffold.
In another advantageous embodiment, it can be provided that at least two connecting elements of the connecting elements, disposed essentially at the same height, serve as protection at least during installation of the scaffold, if applicable also in the finished, constructed scaffold and/or during removal of the scaffold, as a hip and/or back railing element, in each instance, for protection to prevent a person from falling down to the side, if applicable also as a floor plate support element, in each instance, to support at least one floor plate of the floor plates. In this way, in combination with the vertical frames according to the invention, a leading or fore-running, circumferential hip and/or back railing and consequently a circumferential side protection can be implemented.
In a further improved embodiment, it can be provided that the vertical supports of the vertical frames that are set onto one another can be separated from one another in the region, preferably directly or shortly or at a slight distance, above or below, of the attachment position of the connecting element of each vertical region, in each instance. In this way, the possibilities for particularly simple installation or installation of a leading hip and/or back railing can be further improved.
In a further improved embodiment, the vertical frames according to the invention can be structured to be symmetrical to their center vertical axis. As a result, it is not necessary to pay attention to installation on the correct side when the vertical frames are installed. In contrast to this, in the “standard frames” used until now, attention always had to be paid to installation of the vertical frames on the correct side, because of the vertical diagonals that were provided there on one end, in the region of an upper end of a vertical support of the “standard frame,” in each instance, and at the other end, in the region of a lower end of a second vertical support of this “standard frame,” extending between them and welded to them, particularly for reasons of static calculations. Accordingly, when using the “symmetrical” vertical frames according to the invention, simpler and faster installation is possible than before.
In a particularly advantageous embodiment, it can be provided that the effective length of the vertical frame according to the invention or of the vertical frames according to the invention or of their vertical supports amounts to between 80 cm and 120 cm, preferably about 100 cm. With such vertical or standard frames, it is possible to implement a leading hip and/or back railing, which has a vertical distance from the at least one floor plate of the vertical region or vertical section that lies underneath, of also about 80 cm to 120 cm, particularly of about 100 cm, in every vertical region or vertical section of the scaffold that can be equipped or is equipped with at least one floor plate, in tier-type manner, in particularly fast, simple, and safe manner. In the region of this railing height, optimal hip and/or back side protection is made possible. It is understood that the said effective length can also be smaller than 80 cm, particularly can amount to about 30 to 70 cm, preferably about 50 cm.
Preferably, it can be provided that the transverse rung distance amounts to about half the effective length of the vertical frames and/or about 40 to 60 cm, preferably about 50 cm or about 15 to 35 cm, preferably about 25 cm. This allows a ladder that allows convenient, i.e. simple and fast ascent or descent of persons. Furthermore, in this way, multiple floor plates can be affixed at a corresponding slight distance or in a corresponding raster dimension, one on top of the other, either in a direction, preferably parallel, to the hip and/or back railing elements or in the longitudinal direction, or, if applicable, also offset from one another by 90 degrees about a vertical axis of the scaffold. This allows great flexibility while or for the purpose of constructing different scaffold structures and/or transition or connection configurations, if applicable also adapted to a raster dimension of a modular scaffold, particularly of the Layher Allround modular scaffold, all the way to a spiral-staircase-type structure of the floor plates. It is understood that floor plates can also be installed floor with pass-through or pass-through scaffold floors, particularly in a direction, preferably parallel, to the hip and/or back railing elements or in the longitudinal direction, so that the scaffold can also be used as an “access.”
Furthermore, it can be provided that at least one, particularly a single transverse rung of the transverse rungs of the vertical frame, in each instance, preferably a transverse rung disposed in the region of the vertical center of the vertical frame, in each instance, is reinforced by means of two corner reinforcement elements, preferably corner reinforcement rods, that extend diagonally, in each instance, between the transverse rung and, in each instance, one of the vertical supports of this vertical frame, and upward or downward, in each instance, from the transverse rung, preferably whereby the corner reinforcement elements are attached, with their ends, not only to the transverse rung but also to the vertical frame, in each instance, by means of welding. The vertical frame, in each instance, can advantageously be reinforced by means of these corner reinforcement elements. It is understood that alternatively or in addition, corner reinforcement elements disposed to run diagonally, particularly symmetrical to the vertical center axis of the vertical frame, can be provided between the transverse rungs and attached there by means of welding. In other words, the corner reinforcement elements do not have to be attached to a vertical support of the vertical frame. Because of an arrangement of the corner reinforcement elements symmetrical to a vertical center axis of the vertical frame, installation of the frame on the correct side is not important, thereby making it possible to carry out the installation easily and quickly. Furthermore, by means of the configuration and placement of these corner reinforcement elements, the result can be achieved that when persons climb up or down, these corner reinforcement elements do not cause a hindrance, particularly in the form of so-called tripping traps, or that these are avoided.
Furthermore, it can be provided that the vertical supports of the vertical frames have been coupled or are coupled with one another by way of plug-in connections, to form the vertical frame support or the vertical frame arrangement. This allows particularly simple and fast installation and removal. In this connection, it can be provided that the vertical supports of the vertical frames have a push-on element or a plug-in element, particularly a pipe connector, at one end of their ends, in each instance, preferably at a lower end, in each instance, by means of which the vertical supports of a vertical frame have been or are set onto the vertical supports of another vertical frame, preferably whereby the push-on element or plug-in element can be connected with the vertical support in non-releasable manner, particularly in one piece, preferably produced by means of reshaping the vertical support, in each instance. Alternatively, the push-on element or the plug-in element can also be connected with the vertical support in multiple parts, in each instance, preferably attached to the vertical support, in each instance, by means of a press-fit connection. Using vertical frames configured in this manner, the result can be achieved that the scaffold can be installed or removed without screws and/or without a wrench, if applicable only using a hammer.
It can be very particularly advantageous if, in the case of a scaffold according to the invention, or if, in the case of the vertical frames according to the invention, the following additional characteristics are provided:
In this way, expanded application and use possibilities and/or cost savings effects can be created, particularly on the basis of scaffold components that can be connected matching to a modular scaffold, above all the Layher Allround modular scaffold, in accordance with its raster dimensions. Also, because of the above measures, advantageous possibilities exist for simple, flexible, and variable adaptation of the distances between the vertical supports, particularly of horizontally adjacent vertical frames, or of support constructions, adapted to the load conditions that prevail on site or the support forces required on site or the scope for safe support of loads to be carried. Such vertical frames can be constructed using horizontal and/or diagonal holding devices, provided with perforated disk connecting heads, which are known from modular scaffolds, particularly with scaffold bars and/or scaffold diagonals, to form a particularly rigid and stable scaffold, particularly a load-bearing scaffold, or height block of a scaffold, particularly a load-bearing scaffold, from which particularly rigid and stable scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers can be constructed. Furthermore, such vertical frames or the vertical frame supports or vertical frame arrangements or scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers, constructed from them can be connected, in conventional manner, using such holding devices intended for connection to perforated disks, such as scaffold elements that run horizontally and/or diagonally, particularly scaffolds bars and/or scaffold diagonals, of a modular scaffold, so that a conventional modular scaffold can be constructed directly in connection with and firmly connected with the vertical frame or a vertical frame support or vertical frame arrangement constructed from it, or a scaffold constructed from it, particularly a load-bearing scaffold or a load-bearing scaffold tower, in torsion-resistant manner.
Furthermore, the vertical frames according to the invention can now be constructed, accordingly, to form scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers, or height blocks of scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers, that have different layouts, using horizontally adjacent, vertical frames according to the invention, particularly the same or identical frames, by means of holding devices intended for connection to the perforated disks, particularly diagonal and/or horizontal scaffold elements, such as scaffold bars and/or scaffold diagonals of a modular scaffold, so that an adaptation of the load-bearing capacity of such a scaffold, particularly a load-bearing scaffold or load-bearing scaffold tower, can be achieved in simple manner, by means of compressing or extending its layout in one direction. Accordingly, the distances between the vertical supports of the horizontally adjacent vertical frames can therefore be adapted to the load to be carried, in each instance. This means an advantageous possibility for cost optimization.
Because the first horizontal arm and/or the second horizontal arm of the vertical frame has a connecting head configured for connecting to the perforated disks, on both ends, in each instance, which head has an upper head part and a lower head part, in each instance, and a slit configured between them, with which the connecting head, in each instance, is set onto the perforated disk, in each instance, which projects at least partly into the slit, and is welded to the vertical support, in each instance, in this set-on position, preferably also to the perforated disk, in each instance, vertical frames can be implemented with particularly great stability, particularly torsion resistance, and accordingly, scaffolds constructed from them, particularly load-bearing scaffolds or load-bearing scaffold towers, can also be implemented. In this way and by means of the connection possibility described above, of further reinforcing holding devices, particularly of scaffold elements of a modular scaffold that run horizontally and/or diagonally, it is possible to construct particularly stable scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers.
Because the connecting heads are delimited with side wall parts that have vertical surfaces that run toward a center, particularly toward a post and disk center of the related perforated disk, in wedge-like manner, which surfaces enclose a wedge angle that amounts, in particular, to 40 degrees to 50 degrees, preferably about 45 degrees, particularly about 44 degrees, a plurality of at least up to seven connecting heads of holding devices or support elements and/or connecting elements, particularly scaffold elements that run horizontally and/or diagonally, particularly of a modular scaffold can be connected there, in known manner, if necessary with reciprocal support.
Using such vertical frames according to the invention, provided with perforated disks, it is possible to construct not only scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers, which have the quadragonal, particularly rectangular or square layout that has been usual until now, but also, polygonal layouts, in other words, for example, triangular, pentagonal, hexagonal or octagonal, particularly closed layouts can also be implemented. In this manner, even greater flexibility or variability in the construction of scaffolds, particularly load-bearing scaffolds or load-bearing scaffold towers, which can be constructed or are constructed using such vertical frames, can be achieved.
A method for installing a or the scaffold according to the invention, particularly according to at least one of claims 1 to 13, can particularly be characterized by the following steps:
In this manner, a particularly secure structure can be implemented by means of or with a leading or fore-running hip and/or back railing, in connection with a corresponding side protection.
According to a particularly advantageous embodiment of the method, it can be provided
In this way, an even more secure structure can be implemented by means of or with a leading or fore-running, particularly circumferential hip and/or back railing.
Subsequently, the person can climb up from the vertical region that has already been completed, in an interior of the scaffold delimited by the hip and/or back railing element(s) and either by the vertical frame and the further vertical support of this vertical region, or by the horizontally adjacent vertical frame of this vertical region, specifically by way of the transverse rungs of the ladder or one of the ladders, to the floor plate of the said next vertical region, which is already secured to prevent people from falling down to the side, with the hip and/or railing element(s) that has/have previously been affixed there.
For constructing the said next vertical region, it can preferably be provided that at least one floor plate, preferably multiple floor plates of the vertical region that has already been completed is/are used. In this way, the construction or assembly of the scaffold can be carried out in particularly material-saving and cost-saving manner.
In particularly preferred manner, it can be provided that for the construction of the said next vertical region, a person standing on a floor plate of the vertical region that has already been completed removes another floor plate of this vertical region, and subsequently moves this other floor plate upward, preferably while still standing on the floor plate of this vertical region, and affixes it to or fixes it in place on an attachment position for the floor plate that belongs to the vertical region that has already been completed, preferably on the hip and/or back railing element(s) of the vertical region that has already been completed, particularly on a or a respective transverse rung of its transverse rungs. This allows a particularly economical and, at the same time, safe way of working.
According to a particularly preferred embodiment of the method, it can be provided that for the construction of the said next vertical region, all the other floor plates of the vertical region that has already been completed are used, except for a single floor plate of the vertical region that has already been completed, which remains in place there. In this way, the use of material and costs can be reduced to a minimum, while maintaining maximal safety during installation of the scaffold, in other words without thereby impairing safety.
In the case of the method for removing a scaffold, particularly according to at least one of claims 1 to 13, it can be provided that the steps described above, or the steps according to claim 14 or 15 or 16 are performed in the reverse order.
It is understood that the above characteristics and measures can be combined in any desired manner, within the scope of feasibility.
Further characteristics, advantages, and aspects of the invention can be derived from the following description part, in which advantageous embodiments of the invention are described using the figures.
These show:
Multiple height blocks 100.1, 100.2, 100.3, 100.4, 100.5, 100.6 are formed with two of these vertical frames 25.1, 25.2, 25.3, in each instance, which frames are disposed in pairs and are the same or identical.
The first height block 100.1, assigned to the ground, serves as a starting height block 100.1 and is structured accordingly. The starting height block 100.1 is constructed with two vertical frames 25.1, 25.1 that are horizontally spaced apart, serving as starting frames 25.1, 25.1, in each instance, with two vertical diagonals 24.1, 24.1 that connect them laterally, as well as with horizontal scaffold bars or longitudinal bars 28.2, which are disposed in the region of the vertical plane spanned by the vertical diagonal 24.1, in each instance, and which also connect the two vertical frames 25.1, 25.1.
The vertical diagonal 24.1, 24.1, in each instance, and the scaffold bar 28.2, 28.2, in each instance, are known scaffold components of a modular scaffold, here of the Layher Allround scaffold system. Accordingly, each vertical diagonal 24.1, 24.1 has a known connecting head 150 at its two ends, which head is attached to the diagonal strut in articulated manner, and which head has a slit configured between an upper head part and a lower head part, by way of which slit the connecting head 150, in each instance, is set onto one of the two perforated disks 45 provided on the vertical support 30.1, 30.2, in each instance, of the starting frame 25.1, 25.1, in each instance. The connection of the vertical diagonals 24.1, 24.1 to the two starting frames 25.1, 25.1 takes place in known manner, using a releasable wedge, in each instance, which is inserted through an upper wedge opening and a lower wedge opening of the connecting head 150, in each instance, of the vertical diagonals 24.1, 24.1, in order to brace the components to be connected against one another, and is or has been fixed in place by hitting it, preferably with a hammer.
The scaffold bars 28.2, 28.2 also have a known connecting head 250 at their two ends, in each instance. This head is welded onto the rod or scaffold pipe, in each instance, in known manner. This connecting head 250 also has an upper head part and a lower head part, between which a slit is provided, by way of which the connecting head 250, in each instance, is set onto one of the two perforated disks 45 provided on the vertical support 30.1, 30.2, in each instance, of the vertical frame 25; 25.1, 25.2, 25.3, in each instance. The connection of the scaffold bars 28.2, 28.2 to the two equalization frames 25.1, 25.1 once again takes place in known manner, using a releasable wedge, in each instance, which is inserted through an upper wedge opening and a lower wedge opening of the connecting head 250, in each instance, of the scaffold bars 28.1, 28.1, in order to connect the components to be connected, and is or has been fixed in place by hitting it, preferably with a hammer.
For the purpose of reinforcing the load-bearing scaffold 20 in a horizontal plane, a further horizontal scaffold bar in the form of a horizontal diagonal 23 is additionally provided in the equalization height block 100.1. This diagonal is attached between two of the lower perforated disks 45 of the two equalization frames 25.1, 25.1 that lie diagonally opposite one another, using connecting heads 250. Except for its length, the horizontal diagonal 23 has the same structure as the scaffold bar 28.2, in each instance.
A known foot spindle 29 is inserted into the lower ends 34.1, 34.2 of the vertical supports 30.1, 30.2 of the two equalization frames 25.1, 25.1, in each instance (see also
Five further height blocks 100.2 to 100.6 are constructed above the first height block 100.1 formed with the two starting frames 25.1, 25.1. The height block 100.6 provided in the region of the upper end of the load-bearing scaffold 21.1 or of the load-bearing scaffold tower 22.1 is structured as an equalization height block 100.6. The height blocks 100.2 to 100.5 disposed between it and the starting height block 100.1 form normal or standard or regular height blocks, in each instance.
The upper equalization height block 100.6 is constructed with two equalization frames 25.3, 25.3 and otherwise with essentially the same components as the lower starting height block 100.1, so that in this regard, reference can be made to the above explanations. As a further difference from this, in the case of the upper equalization height block 100.4, the horizontal diagonal 23.1 provided for horizontal reinforcement is fixed in place on two of the upper perforated disks 45 of the vertical supports 30.5, 30.6 of the equalization frame 25.3 that lie diagonally opposite one another, by way of its connecting heads 250.
It is understood that such a scaffold or load-bearing scaffold or that such a load-bearing scaffold tower can also be constructed without an equalization height block 100.6 or without a starting height block 100.1, or also leaving out not only the starting height block 100.1 but also the equalization height block 100.6. In other words, a scaffold according to the invention can also be constructed only of height blocks that can be formed exclusively with standard or normal or regular frames, in the form of the vertical frames 25.2 or vertical frames having a similar structure.
The further height blocks 100.2 to 100.5 provided in
In similar manner as in the case of the starting frames 25.1, 25.1 and also in similar manner as in the case of the equalization frames 25.3, 25.3, the two standard frames 25.2, 25.2 are also connected with one another using two vertical diagonals 24.2, 24.2. The vertical diagonals 24.2, 24.2 have a greater length, in comparison with the vertical diagonals 24.1, 24.1, but for the remainder are structured the same as the vertical diagonals 24.1 are.
Connecting the two standard frames 25.2, 25.2 of the height block 100.2 to 100.5, in each instance, using the two vertical diagonals 24.2, 24.2, takes place in such a manner that each of the vertical diagonals 24.2 is fixed in place, with a first, upper connecting head 150, on the perforated disk 45.1, 45.2 attached in the region of the upper end 33.1, 33.2 of the vertical supports 30.3, 30.4 of the standard frame 25.2, 25.2, in each instance, of the same height block, while the other, lower connecting head 150, in each instance, of the vertical diagonals 24.2, 24.2 is attached to a perforated disk 45 attached in the region of the upper end 33 of a vertical support 30 of a vertical frame 25.1 or 25.2, respectively, disposed horizontally apart and below, of a height block that lies underneath.
The distance 97 of the perforated disks 45 attached to the vertical supports 30.3, 30.4 of a set-on standard frame 25.2, 25.2 from the perforated disks attached to the vertical frame 25.2, 25.1 that lies underneath, onto which the set-on standard frame 25.2, 25.2 is set, here amounts to about 100 cm. In other words, the said two perforated disks 45, 45 have a vertical distance 97 of about 1.0 m, by way of the frame level 60. An advantage of this raster dimension of 1.0 m is that so-called serial diagonals of a modular scaffold system, here of the Layher Allround scaffold system, can be used, in cost-advantageous manner.
As is evident from
The floor plates 43, also called scaffold floors, have suspension hooks 44 that are U-shaped in cross-section here, by means of which the floor plates 43 can be or are laid onto the longitudinal bars or scaffold bars 28.2, 28.2 that are configured as round pipes here, in each instance. In this or a similar manner, a scaffold 22 according to the invention or a load-bearing scaffold tower 22 according to the invention can additionally be used also as a work scaffold or the like.
In order to support loads to be absorbed by the vertical frames 25 according to the invention or by the frame support 20 or by the load-bearing scaffold 21 according to the invention or by the load-bearing scaffold tower 22 according to the invention, a known head spindle 38 can be provided, in each instance, on the upper end, in each instance, of the vertical supports 30 of the equalization frames 25.1, 25.2 disposed in the uppermost height block 100.6, which spindle in turn can be inserted into the scaffold pipes of the vertical supports 30 of the equalization frames 25.1, 25.1 that are configured as round pipes made of steel. These head spindles 38 can be provided, again in known manner, with contact parts 38.1 that are U-shaped in cross-section, to be laid on or to accommodate load carriers or formwork carriers, here in the form of I-beams 26. It is understood that the head spindles can also be structured to be adapted for supporting and/or accommodating other support bodies, for example in the form of crosshead spindles, in which a contact plate and multiple support profiles that are horizontally spaced apart and proceed from this plate can be provided in the region of their upper ends.
Preferred exemplary embodiments of vertical frames 25; 25.1, 25.2, 25.3 according to the invention are particularly shown in
Each vertical frame 25; 25.1, 25.2, 25.3 furthermore also has two diagonal rods 40; 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 configured as corner reinforcements, in each instance, which diagonally reinforce the frame, in each instance. In the exemplary embodiments shown, the diagonal rods 40; 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, in each instance, are configured to be the same or identical, thereby making it possible to achieve cost savings effects. Each diagonal rod 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 is disposed at a preferably equal-size angle 74.1, 74.2 relative to the horizontal arm 35.1; 35.4; 35.5, in each instance, at which the diagonal rod 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, in each instance, is also welded on, as to the related vertical support 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 of the vertical frame 25.1; 25.2; 25.3, in each instance. The diagonal rods 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 therefore extend, in each instance, between a horizontal arm 35.1; 35.4; 35.5 and a vertical support 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 of the vertical frame 25.1; 25.2; 25.3, in each instance, and are welded on with their ends there. The ends of the diagonal rod 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, in each instance, are configured as flat connectors 42, in each instance. For this purpose, the diagonal rods 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, which are configured as round pipes here, are compressed or pressed together at their ends, in each instance. The upper ends of the two diagonal rods 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, in each instance, of the vertical frame 25.1, 25.2, 25.3, in each instance, are welded to the horizontal arm 35.1, 35.4, 35.5, in each instance, at a horizontal distance from one another. In the case of the vertical frames 25.1 and 25.3, in other words the starting frame 25.1 and the equalization frame 25.3, the diagonal rods 40.1, 40.2 or 40.5, 40.6, respectively, in each instance, are welded to the upper horizontal arm 35.1 or 35.5, respectively, in each instance, of the two horizontal arms 35.1, 35.2 or 35.4, 35.6, respectively, in each instance, and extend from there, proceeding in the direction of the lower horizontal arm 35.2 or 35.6, respectively, in each instance. These diagonal rods 40.1, 40.2; 40.5, 40.6 furthermore extend, in each instance, in a plane spanned by the two horizontal arms 35.1-35.2 or 35.5-35.6, respectively, in each instance. In contrast to this, the diagonal rods 40.3 and 40.4 of the vertical frame 25.2, in other words of the standard or normal or regular frame 25.2, are welded onto the lower horizontal arm 35.4 of the two horizontal arms 35.3, 35.4, in each instance, and extend from there, proceeding in a direction away from the upper horizontal arm 35.3 or in the direction of the lower ends 34.1, 34.2 of the vertical supports 30.3, 30.4. These diagonal rods 40.3, 40.4 also extend, in each instance, in a vertical plane spanned by the two horizontal arms 35.3, 35.4 or by the vertical supports 30. It is understood, however, that such or other diagonal rods do not necessarily have to be disposed in the plane spanned by the vertical supports 30 and/or in the one spanned by the horizontal arms 35.
The vertical frames 25.1, 25.2, 25.3 according to the invention are configured to be symmetrical to their vertical center axis 75.1, 75.2, 75.3, in each instance. In this way, not only are static advantages brought about, but also installation advantages, because it is not necessary to pay attention to installation on the correct side.
In the exemplary embodiments shown, the diagonal rods 40; 40.1, 40.2, 40.3, the vertical supports 30; 30.1, 30.2; 30.3, 30.4; 30.5, 30.6, and the horizontal struts 47; 47.1, 47.2 of the horizontal arms 35.1 to 35.5, as well as the scaffold bars 28.2 and the diagonals 23, 24.1, 24.2, in each instance, are configured with straight round pipes made of steel, preferably zinc-plated steel. Preferably, scaffold pipes that are available as standard products are used for this purpose. In contrast to this, the horizontal strut 47.3 of the lower horizontal arm 35.6 of the vertical frame or equalization frame 25.3 is configured as a quadragonal profile or four-corner profile. This also consists of steel, preferably zinc-plated steel. It is understood, however, that these scaffold components, in particular, can also consist of other metals, particularly of light metal, for example of aluminum.
The vertical supports 30.1, 30.2; 30.3, 30.4; 30.5, 30.6, preferably also the horizontal struts 47.1 of the horizontal arms 35.1, 35.2; 35.3; 35.5 of the vertical frames 25.1, 25.2, 25.3 have an outside diameter 94.1 or 94.2 that amounts to 48.3 mm here, preferably whereby the wall thickness amounts to only 3.2 mm. This is a standardized dimension, particularly in the case of modular scaffolds such as the Layher Allround scaffold system. Providing the scaffold pipes having an outside diameter of 48.3 mm has the advantage, among other things, that standard scaffold couplings can be connected to the vertical frames 25, if necessary.
Preferably, in contrast to this, the horizontal strut 47.2 of the lower horizontal arm 35.4 of the vertical or standard frame 25.2 can have a slightly smaller outside diameter 94.4, which can amount to 42.4 mm, for example. It is understood, however, that the outside diameter of the horizontal strut of the lower horizontal arm of the standard frame can be of the same size or even slightly greater than the outside diameter of the upper horizontal struts of the vertical frames. The horizontal strut 47.2 of the lower horizontal arm 35.4 of the vertical or standard frame 25.2 preferably has a wall thickness of only 2.5 mm. It is understood, however, that the wall thickness can also be of equal size or even slightly greater than the wall thickness of the upper horizontal struts of the vertical frames.
The diagonal struts 40; 40.1, 40.2, 40.3 of the vertical frames 25; 25.1, 25.2, 25.3 have an outside diameter 95 that amounts to only 33.7 mm here. The wall thickness of the diagonal struts is preferably less than the wall thickness of the horizontal struts. It can preferably amount to only 2.25 mm.
The lower horizontal arms 35.6 or the horizontal struts 47.3 of the vertical or equalization frames 25.3 can preferably be configured as four-corner pipes, preferably rectangular pipes, whereby the latter preferably can have a height or thickness of about 20 mm, a width of about 40 mm, and a wall thickness of about 2.0 mm.
The vertical frames 25; 25.1, 25.2, 25.3 according to the invention are particularly characterized in that, at least in the region of the upper end 33.1, 33.2, in each instance, of their vertical supports 30; 30.1, 30.2; 30.3, 30.4; 30.5, 30.6, at least at least one, in each instance, perforated disk 45; 45.1, 45.2, provided with multiple perforations 46; 46.1, 46.2, is permanently attached, here by means of welding, for connecting holding devices, particularly for suspension of support and/or connecting elements, preferably of scaffold elements that run horizontally and/or diagonally, for example scaffold bars and/or scaffold diagonals, such as those shown in
While the vertical frames 25.2 and 25.3 according to the invention, in other words the standard or normal or regular frames 25.2 and the equalization frames 25.3 have only two perforated disks 45.1, 45.2, in each instance, specifically in the region of an upper end 33.1, 33.2 of their vertical supports 30.1, 30.2 or 30.3, 30.4, respectively, in each instance, the vertical frames 25.3, in other words the starting frames 25.3, additionally comprise two further perforated disks 45.3, 45.4, of which one is attached, in each instance, in the region of the lower end 34.1 or 34.2, in each instance, of the vertical support 30.1 or 30.2, in each instance. These additional perforated disks 45.3 and 45.4 are configured to be the same as or identical to the perforated disks 45.1 and 45.2.
Each perforated disk 45 of these perforated disks 45 is disposed concentric to the vertical support 30, in each instance, and surrounds the vertical support 30, preferably over its full circumference, in the manner of a flange. It is understood, however, that instead of the perforated disks 45 as shown, other attachment means can also be provided, to which the scaffold components that can be attached or are attached there, particularly the connecting and/or holding and/or support elements, can be configured to be adapted.
The horizontal arms 35.1 to 35.5 comprise at least one, particularly a straight horizontal strut 47.1 or 47.2, in each instance, which is configured or provided with a connecting head 50, in each instance, at its ends that face away from one another, preferably in one part or in one piece, or in multiple parts. In the exemplary embodiments shown, the connecting heads 50, in each instance, of the horizontal arms 35.1 to 35.5 of the vertical frames 25.1, 25.2, 25.3 are configured or produced in one part or in one piece, in each instance, with the horizontal strut 47, in each instance.
The placement and the configuration of the connecting heads 50 formed in one part or in one piece, in each instance, and from the same material as the preferably straight rod, here with a horizontal strut 47, are particularly evident from
The connecting head 45, in each instance, is set onto the perforated disk 45, which projects into the slit 58 at least in part, and is welded to the vertical support 30, in each instance, here also to the perforated disk 45, in this set-on position. In this manner, stable vertical frames 25; 25.1, 25.2, 25.3, which are particularly resistant to bending and torsion, are created, which can be used in many different advantageous ways to construct spatial support structures, particularly scaffolds 20, frame supports, load-bearing scaffolds or load-bearing scaffold towers 22, which structures are compatible with a matching modular scaffold, in other words can be combined with it, which is also constructed with or can be constructed with posts having corresponding or matching perforated disks. In particular, two or more of the vertical frames 25; 25.1, 25.2, 25.3 according to the invention can be connected, preferably in pairs, by means of scaffold components that can also be used in a matching modular scaffold, in other words, in particular, scaffold bars, for example longitudinal and/or transverse bars and/or diagonals, as they can be used, in particular, in the form of vertical and/or horizontal diagonals of such a modular scaffold.
The connecting heads 45 are welded onto one of the vertical supports 30 of the vertical frame 25, in each instance, in such a manner that the horizontal plane 71 that intersects the slit 58 at the height of half the slit width 70 lies approximately in the center plane 72 that intersects the perforated disk 45 approximately at the height of its center. Each connecting head 50 is configured to be symmetrical to the horizontal plane 71 and also symmetrical to a vertical plane 82 that is disposed perpendicular to the former and also contains the longitudinal axis 47 of the horizontal arm 35 or of its horizontal strut 47. The upper head part 56 has upper vertical contact surfaces 80.1.1, 80.1.2, and the lower head part 57 has lower vertical contact surfaces 80.2.1, 80.2.2, with which the connecting head 50 lies against the outer surface of the vertical support 30. The upper end 81.1 of the upper head part 56 and the lower end 81.2 of the lower head part 57 project beyond the horizontal strut 47 of the horizontal arm 35, respectively its outside diameter, in the region of the contact surfaces 80.1, 80.2, in each instance, viewed in a direction perpendicular to the longitudinal axis 37 of the transverse arm 35 or of its horizontal strut 47. The height 76.1 of the upper head part 56 and the height 76.2 of the lower head part 57 decrease toward the back, here, continuously and without a bend, toward the outside diameter 94.2 of the horizontal strut 47 of the horizontal arm 35. The upper outer surface 77.1 and the lower outer surface 77.2 of the connecting head 50 are therefore inclined toward the horizontal strut 47 of the horizontal arm 35, in each instance, specifically, here, at an angle 78.1, 78.2 to an imaginary line that runs parallel to the longitudinal axis 37 of the transverse arm 35 or to its horizontal strut 47, which angle amounts to about 45 degrees here. The contact wall parts 80.1, 80.2 of the connecting head 50 have a partially cylindrical shape and are configured with a radius that corresponds to the outer radius of the vertical support 30, preferably amounting to about 24.15 mm here, viewed in a cross-section perpendicular to the longitudinal axis 32 of the related vertical support 30. The distances 76.1 of the upper end 81.1 of the upper contact surfaces 80.1, and the distances 76.2 of the lower end 81.2 of the lower contact surfaces 80.2 from the horizontal plane 71 that intersects the slit 58 at the height of half the slit width 70 have the same size. As is particularly evident from
The connecting head 50, in each instance, of the horizontal arms 35 is configured in such a manner and disposed on the related perforated disk 45, at least partly surrounding this disk with its slit 58, that with the exception of a single perforation 46.1, which is the smaller perforation 46.1 of the perforations 46; 46.1, 46.2 of the related perforated disk 45, all the other perforations 46.1 and 46.2 of this perforated disk 45 can be used for suspending usual connecting heads, particularly those of a modular scaffold, particularly of the Layher Allround scaffold system, which are provided, in each instance, with a non-detachable wedge, preferably scaffold elements that run horizontally and/or diagonally. Each connecting head 50 is welded not only to one of the vertical supports 30 of the vertical frame 25, but also to one of the perforated disks 45.
It is practical if the perforated disks 45 of the vertical frames 25 are configured in the same way as the perforated disks of a modular scaffold system, here of the Layher Allround scaffold system. Accordingly, the perforated disks 45 can be disposed concentric to the vertical support 30, in each instance, and can surround the vertical support 30, in each instance, in the manner of a flange, at least in part, preferably over the full circumference, specifically preferably without interruptions. The perforated disks 45 have at least three, here four small perforations 46.1 and four large perforations 46.2, which are disposed alternately, at the same circumference angles 88 of 45 degrees here. In this way, preferably releasable connecting heads 150, 250 of horizontal and/or diagonal connecting or scaffold elements, particularly of longitudinal and/or horizontal bars as well as diagonal rods, preferably of a modular scaffold, particularly of the Layher Allround scaffold system, can be suspended or fixed in place on these perforations 46.1, 46.2.
With regard to such mass-production connecting heads of a modular scaffold system plus mass-production perforated disks and mass-production connecting elements, known from the state of the art, reference can be made, for example, to DE patent 24 49 124, to DE 37 02 057 A or the parallel EP 0 276 487 B1, to DE 39 34 857 A1 or the parallel EP 0 423 516 B2, to DE 198 06 094 A1 or the parallel EP 0 936 327 B1, and to the parallel EP 1 452 667 B1 of the applicant.
Alternative perforated disk embodiments are evident, for example, from DE 39 09 809 A1 or the parallel EP 0 389 933 B1 and from DE 200 12 589 U1 as well as the parallel WO 02/06610 A1, and the parallel EP 1 301 673 A1 of the applicant. The content of these intellectual property rights is incorporated with their full content, at this point, for the sake of simplicity.
Aside from the characteristics also mentioned above, in part, the vertical frames 25; 25.1, 25.2, 25.3 according to the invention distinguish themselves by a number of other characteristics:
The vertical frame particularly shown in
The horizontal distance 31 amounts to precisely 1088 mm, in each instance, in other words about 1.09 m, by the way also in the case of the two other vertical frames 25.2 according to FIGS. 2 and 25.3 according to
Precisely two perforated disks 45.1 and 45.3 or 45.2 and 45.4 are attached to every vertical support 30.1 and 30.2 of the vertical or starting frame 25.1. Accordingly, in the vertical frame 25.1, four perforated disks 45 are provided, in total. The perforated disks 45.1 to 45.4 of every vertical support 30.1, 30.2 are fixed in place on the vertical supports 30.1, 30.2, at equal distances 93.1, 93.2 from their ends 33.1, 33.2; 34.1, 34.2, of about 100 mm here, in each instance, by means of welding.
The distance 41.1 between the two perforated disks 45.1, 45.3 and 45.2, 45.4, in each instance, of the vertical support 30.1 or 30.2, in each instance, corresponds to the vertical distance 36.1 of the horizontal arms 35.1 and 35.2 or their longitudinal axes 47.1, 47.1, which amounts to about 50 cm here, in other words about 0.5 m. In the constructed scaffold 20, the horizontal arms 35.1 and 35.2 form two transverse rungs 35 of a ladder 21. The horizontal arms 35.1 and 35.2 are therefore attached to the vertical supports 30.1 and 30.2 parallel to one another and at a transverse rung distance 36.1 of about 0.5 m.
The vertical frame 25.2 shown in
In contrast to the vertical frame 25.1 shown in
The vertical frame 25.2 is provided with two pipe connectors 105 that are non-releasably connected with the vertical supports 30.3, 30.4, at their lower ends 34.1, 34.2, preferably in one piece. Preferably, the pipe connectors 105 have been or are produced by means of forming the vertical supports 30.3, 30.4. It is understood, however, that the pipe connectors can also be pipe parts that can partly be inserted into the lower ends of the vertical supports, which are configured as pipes, and can be non-releasably attached to them by way of or by means of a press connection. The two pipe connectors 105 project beyond the lower ends 34.1, 34.2 of the vertical supports 30.3, 30.4, respectively beyond the abutting edges 65 provided there, with a length 108. This length 108 preferably amounts to about 10 to 20 cm, particularly about 15 to 17 cm, preferably precisely 165 mm, whereby a bevel is preferably present at the free end, the length of which preferably amounts to precisely 15 mm. Using the pipe connectors 105, the vertical frames 25.2 can be set onto other vertical frames, in other words particularly onto the starting frames 25.1 or on other vertical frames 25.2, 25.3. The pipe connectors 105 therefore form part of a plug-in connection 102. The pipe connectors 105 have an outside diameter 106 that is slightly smaller than the inside diameter of the upper ends 33.1, 33.2 of the vertical supports 30, so that the pipe connectors 105 can be inserted there. If a vertical frame 25.2 according to the invention is set onto another vertical frame 25, for example as shown in
The vertical frame 25.3 particularly shown in
In the same manner as in the case of the vertical or standard frame 25.2 shown in
The vertical or equalization frame 25.3 is also provided with two pipe connectors 105 that are non-releasably connected with the vertical supports 30.5, 30.6, at their lower ends 34.1, 34.2, preferably in one piece. Preferably, the pipe connectors 105 have been or are produced by means of forming the vertical supports 30.5, 30.6. It is understood, however, that these pipe connectors can also be pipe parts that can partly be inserted into the lower ends of the vertical supports, which are configured as pipes, and can be non-releasably attached to them by way of or by means of a press connection. The two pipe connectors 105 project beyond the lower ends 34.1, 34.2 of the vertical supports 30.5, 30.6, respectively beyond the abutting edges 65 provided there, with a length 108. This length 108 preferably amounts to about 10 to 20 cm, particularly about 15 to 17 cm, preferably precisely 165 mm, whereby a bevel is preferably present at the free end, the length of which preferably amounts to precisely 15 mm. Using the pipe connectors 105, the vertical or equalization frames 25.3 can be set onto other vertical frames 25, particularly onto the vertical frames 25.2. The pipe connectors 105 therefore again form part of a plug-in connection 102. The pipe connectors 105 also have an outside diameter 106 that is slightly smaller than the inside diameter of the upper ends 33.1, 33.2 of the vertical supports 30, so that the pipe connectors 105 can be inserted there. If a vertical or equalization frame 25.3 according to the invention is set onto another vertical frame 25, particularly onto a vertical frame 25.2, for example as shown in
A preferred exemplary embodiment of a method according to the invention, for installation of a scaffold 20 according to the invention, will be described in greater detail in the following, using
For constructing the scaffold 20 or the load-bearing scaffold tower 22, first a suitable number of foot spindles 29 that allow height or level equalization can be set up on the ground, if necessary on top of supporting plates, as shown in
A starting frame or vertical frame 25.1 can be set onto two of the foot spindles 29, in each instance, as shown in
As shown in
Preferably subsequently, the scaffold components of this basic cage are rigidly connected with one another, in that the installer 63 wedges the four scaffold bars 28.2 and the horizontal diagonal 23 as well as the two vertical diagonals 24.1 in place on the vertical supports 30.3, 30.4 or on the perforated disks 45 of the starting frames 25.1, 25.1, for example using a hammer, not shown, by means of a blow on the upper ends of the through-hole wedges of the connecting heads 250 and 150. In this way, a rigid basic frame in the form of a three-dimensional rod support structure, which is secured in all horizontal and vertical planes and also against torsion, is obtained, and the scaffold 20 can be constructed further, based on this.
As shown in
Subsequent to laying the floor plates 43 onto the two upper scaffold bars 28.1, 28.1, the installer 63, as shown in
After the two standard frames 25.2 have been set on, the installer 63 can either, as shown in
Subsequent to attaching the scaffold bars 28.2, 28.2 to the set-on standard frame 25.2, 25.2, in each instance, or also previously, the installer 63, as shown in
Subsequently, the installer 63 can climb up from the ground to the floor plates 43 of the first height block, so that subsequently, as shown in
Subsequently, the installer 62 standing on the floor plates 43 of the vertical region 101.2, can continue to construct the third height block 100.3 formed by the two further standard frames 25.2, 25.2 that were previously set on. For this purpose, the installer 63 can complete a leading railing for a next vertical region 101.4, in such a manner that he attaches two further scaffold bars 28.2, 28.2, as shown in
Subsequently or previously, the installer 63 can also vertically reinforce this height block 100.3, using two further vertical diagonals 24.2, 24.2, as is also illustrated in
Proceeding from this, the installer 63, as illustrated in
Depending on the desired or required height of the scaffold 20 to be constructed, the set-up or installation process described above can be continued in the same or similar manner, particularly in that first, further vertical or standard frames 25.2 are constructed, in pairs, per vertical region 101 or per height block 100, and, assigned to these, further scaffold bars 28.2 as well as vertical diagonals 24.2, for example until the structure shown in
As is also illustrated in
During the course of climbing down from the finished, constructed scaffold 20 or load-bearing scaffold tower 22, preferably by way of the ladder 21.1, the installer 63 can take off the floor plates 43 of the uppermost work or construction level, and pass them down or take them down with him. The installer 43, as shown in
To disassemble the scaffold 20 or the load-bearing scaffold tower 22 from which the floor plates 43 were removed, a crane or similar hoist can be used, in order to allow disassembly while it is lying down. Alternatively, it is also easily possible to disassemble the scaffold 20, for example as described above, in the reverse order, so that in this way, standing disassembly is also possible.
It is understood that the invention is not restricted to the exemplary embodiments shown in the figures and described above, but rather, a scaffold according to the invention and/or a method for its installation and/or a method for its removal can also be configured, dimensioned, structured, installed and/or implemented in different manner, within the scope of the idea of the invention.
| Number | Date | Country | Kind |
|---|---|---|---|
| 10 2010 000 472.3 | Feb 2010 | DE | national |
| Filing Document | Filing Date | Country | Kind | 371c Date |
|---|---|---|---|---|
| PCT/DE10/75148 | 12/1/2010 | WO | 00 | 12/5/2011 |
