EP3828364A1 - Montagesatz und verfahren zum zusammenbau eines sicherheitsgeländers - Google Patents
Montagesatz und verfahren zum zusammenbau eines sicherheitsgeländers Download PDFInfo
- Publication number
- EP3828364A1 EP3828364A1 EP20210079.8A EP20210079A EP3828364A1 EP 3828364 A1 EP3828364 A1 EP 3828364A1 EP 20210079 A EP20210079 A EP 20210079A EP 3828364 A1 EP3828364 A1 EP 3828364A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- slab
- elements
- retaining elements
- floor
- pair
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 17
- 238000009415 formwork Methods 0.000 claims abstract description 69
- 230000000284 resting effect Effects 0.000 claims abstract description 5
- 230000000717 retained effect Effects 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims description 21
- 239000011178 precast concrete Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 6
- 230000000295 complement effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 description 8
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
Definitions
- the present invention first and foremost concerns an assembly kit for assembling a safety railing.
- the invention relates to such an assembly kit with which a safety railing can be assembled on a construction site along one or several edges of a provisional floor or roof slab, which is composed, for example, of wide floor slabs, or so-called precast concrete slabs or concrete vaults.
- such an assembly kit according to the invention is typically suitable for mounting a safety railing along one or more edges of such a provisional floor or roof slab, by attaching parts of the assembly kit to an adjacent fixed structure, for example formed by supporting walls or beams or the like.
- an adapted assembly kit according to the invention is ideally suited for mounting a safety railing along one or more edges of such a provisional floor or roof slab that is not directly supported, by attaching parts of the assembly kit only to the provisional floor or roof slab itself and not to an adjacent fixed structure.
- Wide floor slabs or precast concrete slabs are relatively thin concrete slabs of about 5 to 6 cm to 10 cm thick, which are already provided with a certain reinforcement and which are intended to compose a provisional floor slab or roof slab by applying them side by side on an underlying structure formed, for example, of wooden beams, which are typically used to support a formwork, or by walls or support beams or the like.
- a provisional floor or roof slab which is composed of concrete vaults has a greater thickness that can vary from 13 to 35 cm, for example.
- the intention is to pour another layer of concrete on top of the formed provisional floor or roof slab to form a full concrete floor or a full concrete roof.
- the wide floor slabs serve as permanent formwork.
- a usually temporarily mounted safety railing must be provided on the edges thereof as a form of roof edge protection.
- An additional problem, moreover, that is associated with realising floors or roofs by using wide floor slabs or precast concrete slabs is that an edge formwork must be provided on the edges before pouring the concrete onto the provisional floor or roof slab.
- an aforementioned safety railing is preferably provided on the one hand in a place that closely adjoins the provisional floor or roof slab.
- both the edge formwork and the safety railing must be provided on the edges of the provisional floor or roof slab, and the installation of the edge formwork itself should preferably not be hindered by the presence of a safety railing and vice versa.
- the present invention therefore aims to offer a solution to one or more of the aforementioned and/or other disadvantages.
- the invention aims to offer an assembly kit and a method for mounting a safety railing around a provisional floor or roof slab composed of wide floor slabs, making very effective use of the available space in order to not only avoid obstructing further works, but also to prevent that the installation of an edge formwork would hinder the installation of a safety railing on the edges of the provisional floor or roof slab and vice versa.
- Another object of the invention is to offer an assembly kit which creates a synergy between the different elements of the assembly kit, so that its elements can work together and can each contribute to fulfilling different functions, such as increasing safety and efficiently installing an edge formwork.
- Yet another object of the invention is to use as little material as possible and to try to obtain a support and clamping of a safety railing that is very reliable but requires as little assembly work and assembly equipment as possible.
- An important aim here is to provide an assembly kit which is such that, after the works have been completed, no or hardly any dismantling work needs to be carried out at height, so that there is far less risk of loose parts such as wooden formwork panels, bolts, nuts and the like falling down than is currently the case with the known techniques.
- the invention concerns an assembly kit for mounting a safety railing on a construction site, more specifically on one or several edges of a provisional floor or roof slab which is composed, for example, of wide floor slabs, or so-called precast concrete slabs, or of concrete vaults, in which the assembly set includes at least the following elements;
- a major advantage of an assembly kit according to the invention for realising a safety railing is that the assembly kit contains slab elements which can be used to create an edge formwork on the provisional floor or roof slab, and wherein at the same time these slab elements also form a support for mounting a safety railing.
- the retaining elements are such that they can be used to hold posts of a safety railing on the outside of an edge formwork formed with the slab elements, while the slab elements are further intended to only serve as a support for the safety railing and are not used, for example, to absorb momentary forces and the like.
- the deformation of the slab elements is minimal or non-existent.
- edge formwork is hardly or not affected by the safety railing and can continue to fulfil its function as a formwork without any problems.
- Another major advantage of an assembly kit according to the invention is that very few elements are used, namely, on the one hand, the minimum number of slab elements required for the edge formwork and, on the other hand, a pair of retaining elements which can each time work together with these slab elements for retaining and supporting posts of the safety railing to be mounted, in addition to a number of other fasteners, such as screws and bolts to fix these elements.
- the retaining elements and the slab elements can work together by extending the retaining elements through slots provided in the slab elements and making them rest on an edge of a corresponding slot to form a support for a corresponding post, without the retaining elements having to be fixed to the corresponding slab element of the edge formwork.
- a major advantage of such an assembly kit according to the invention is that, for the retaining elements and the slab elements to work together, only a number of slots need to be provided in the latter, which is very easy to achieve and implies only a minimal adaptation to an uninterrupted slab section.
- the retaining elements are provided at a first end with a flat slab-shaped part with a rectangular cross-section and each slab element is provided with one or several pairs of parallel slots that can work together with a pair of retaining elements, wherein these slots are complementary to the above-mentioned first end of the retaining elements and have dimensions to that end corresponding to the dimensions of the rectangular cross-section of that first end, so that the first end of the retaining elements can be inserted through a corresponding slot in the slab element.
- a major advantage of this embodiment of an assembly kit according to the invention is that both the retaining means and the slots in the slab elements have a very simple shape.
- the slots are rectangular or linear, which is very easy to achieve.
- each pair of retaining elements consists of a first support plate and a second support plate, which are flat, with the second support plate having two folding lines which extend across the length of the plate concerned and which, for example, consist of a series of elongated perforations, wherein the folding lines allow the second support plate to be folded into a plate-shaped element with two flat ends parallel to each other and connected by means of a flat intermediate section which extends diagonally at an angle in relation to the ends of the second support plate.
- the aim is here that the first support plate is inserted with its first flat end through a lower slot in the slab element, while the first flat end of the second support plate is inserted through a higher slot.
- the other ends of the support plates must be fixed to the provisional floor or roof slab or to an adjacent fixed structure such as a wall or wooden girder or the like.
- a major advantage of this embodiment of an assembly kit according to the invention is that the retaining elements are very simple, with the second support plate being moreover easily adaptable to the circumstances.
- the invention also relates to a method for assembling a safety railing on a construction site, more specifically on one or more edges of a provisional floor or roof slab, which is composed, for example, of wide floor slabs, or so-called precast concrete slabs, or of concrete vaults.
- a method according to the invention comprises at least the following steps:
- a major advantage of the method according to the invention is that it allows both a safety railing and an edge formwork to be attached very quickly to a provisional floor or roof slab that does not rest on a fixed structure.
- the invention also relates to a safety railing for a building site that is provided on one or more edges of a provisional floor or roof slab.
- posts which serve as upright support posts for the safety railing are each held and supported by a pair of retaining elements on the outside of an edge formwork formed at the relevant edges of the provisional floor or roof slab or at a certain distance therefrom by means of slab elements, wherein the retaining elements and the slab elements work together as the retaining elements extend through slots in the slab elements and rest there on an edge of a corresponding slot to form a support for the corresponding post, without the retaining elements being fixed to the corresponding slab element of the edge formwork.
- a major advantage of such a safety railing according to the invention is that it is very simple to mount, with posts of the safety railing resting on slab elements of an edge formwork, as a result of which the necessary stability of the safety railing is guaranteed on the one hand, and concrete can be efficiently and safely poured onto the floor or roof slab on the other hand.
- the invention also provides a solution for the installation of such safety railings and for such a safety railing itself which is very suitable in applications where it cannot be secured in any way to an underlying or adjacent fixed structure other than to the edge formwork and the provisional floor or roof slab.
- Figures 1 to 4 show a number of elements of an assembly kit 1 according to the invention which are intended to mount a safety railing 2 according to the invention, an example of which is shown in figure 14 , on the edges 3 of a provisional floor or roof slab 4.
- the assembly kit 1 is typically intended for use with such a provisional floor slab 4 which is composed of wide floor slabs, or so-called precast concrete slabs, and wherein the intention is to subsequently pour concrete on the provisional floor slab 4 in order to create a full concrete floor or full concrete roof.
- an edge formwork 5 In order to be able to pour this concrete on the provisional slab 4, an edge formwork 5 must be provided on the edges 3.
- An assembly kit 1 according to the invention comprises elements with which both this edge formwork 5 and the safety railing 2 can be mounted in a highly efficient manner and with only very few resources.
- the assembly kit 1 first and foremost includes slab elements 6 to form the edge formwork 5 on the respective edges 3 of the provisional floor or roof slab 4 or at a certain distance D therefrom.
- FIG. 1 An unfinished example of such a slab element 6 is illustrated in figures 1 and 2 , in which the slab element 6 is still a flat, substantially rectangular slab element 6 that has not yet been folded into a profiled slab element 7 according to folding lines 8 and 9.
- the folding lines 8 and 9 are indicated as dotted lines in figures 1 and 2 and extend parallel to each other according to the length L of the slab element 6. They laterally mark out a centrally located, rectangular section 10 of the slab element 6.
- the flat slab element 6 is intended to be folded at an angle of 90° at the folding lines 8 and 9 so that it has a flat, rectangular section 11 formed by the central section 10, which is intended to form an upright side wall 12 of the edge formwork 5.
- the folding line 9 forms one longitudinal edge 13 of the flat section 11 and, after the folding operation, a folded edge 14 is formed on this longitudinal edge 13, which is intended to form the upper edge 14 of the edge formwork 5.
- the folding line 8 forms the opposite longitudinal edge 15 of the flat section 11 and, after the folding operation, a flat folded edge 16 is formed on this opposite longitudinal edge 15, which can serve as a foot support or flange 16 for the upright fixing of the flat section 11 to the provisional floor slab or roof slab 4 or to an adjacent fixed structure 17.
- such an adjacent fixed structure 17 is formed, for example, by a series of juxtaposed wooden beams 18 supporting the provisional floor slab 4 and which are removed after the concrete has been poured and has sufficiently cured.
- Typical dimensions of a slab element 6 or 7 may be the following:
- the assembly kit 1 according to the invention includes, in addition to the slab elements 6 or 7, posts 19 which serve as upright support posts for the safety railing 2.
- the assembly kit 1 further comprises for each post 19 a pair of retaining elements 20, in particular a first retaining element 21 and a second retaining element 22, with which each post 19 can be retained on the outside 23 of an edge formwork 5 formed with the slab elements 7.
- FIG. 3 A possible embodiment of such retaining elements 21 and 22 is shown in figures 3 and 4 .
- Each pair of retaining elements 20 herein consists of a first support plate 21 and a second support plate 22, both of which are flat.
- the second support plate 22 is further provided with two folding lines 24 and 25 extending across the length of the support plate 22 concerned, but this is not necessarily the case according to the invention (see, for example, the example of figure 13 ).
- folding lines 24 and 25 consist, for example, of a series of elongated perforations 26.
- the folding lines 24 and 25 allow the second support plate 22 to be folded into a plate-shaped element 27 with two flat ends 28 and 29 which are parallel to each other and which are connected by a flat intermediate section 30 which extends obliquely at an angle ⁇ in relation to the ends 28 and 29 of the second support plate 22.
- the first support plate 21 is never intended to be folded during use.
- the folding line is only intended for subsequent disassembly.
- the retaining elements 21 and 22 both have an opening 32 at a first end 31, the dimensions of which correspond to the dimensions of the cross-section of a post 19.
- the posts 19 have a circular cross-section 33, and thus the outer diameter B of such a post 19 corresponds to the diameter C of a circular opening 32 in the first end 31 of the support plates 21 and 22.
- Each post 19 is further provided with a pair of protrusions 34 which are fixed to the relevant post 19, for example by welding the protrusions 34 to the latter, or by blind riveting them or removably mounting them on the relevant post 19, for example by screwing them into a threaded hole in the post 19.
- the posts 19 are intended to be inserted into the openings 19 of the retaining elements 21 and 22 and rest with the protrusions 34 on the first end 31 of these retaining elements 21 and 22.
- one or more additional recesses 35 can be provided which are complementary or whose dimensions are greater than the dimensions of the cross-section of a protrusion 34 on a post 19, so that the post 19 with protrusions 34 can be inserted through the opening 32 with recess 35 and, after turning the post 19, can rest with the protrusions 34 against the first ends 31.
- the second supporting plate 22 is provided with two such additional recesses 35, but it is not excluded to provide both support plates 21 and 22 with such (an) additional recess(es) 35.
- the intention of the invention is that the retaining elements 21 and 22 of the assembly kit 1 can cooperate with the slab elements 7 by leaning on them to form a support for the relevant post 19.
- the retaining elements 21 and 22 and the slab elements 7 can cooperate in particular by making the retaining elements 21 and 22 extend through slots 36 to 39 provided in the plate elements 6 or 7.
- the support plates 21 and 22 are preferably at least 1.7 mm thick.
- this thickness may vary between 1 mm and 10 mm, but according to the invention, the thickness is therefore preferably greater than 1.7 mm.
- At least one pair 41 must therefore be provided with slots 36 and 37 in the slab elements 6 or 7 of the edge formwork 5.
- each post 19 two such pairs 41 and 42 are provided with slots, slots 36 and 37 and slots 38 and 39 respectively, wherein depending on the practical situation, the one pair of slots 41 or the other pair of slots 42 is preferably used to retain and support the post 19 in question, although this need not always be the case.
- the first pair of slots 41 furthest from the flange 16 of the slab element 7 is used herein for mounting the retaining elements 21 and 22 high, starting from a height H in relation to the flange 16, wherein this height H corresponds to the thickness E of the provisional slab 4.
- the other pair of slots 42 is intended for mounting the retaining elements 21 and 22 low, wherein the lower slot 39 coincides or almost coincides with the folding line 8 or thus with the lower edge 15 of the flat section 11 of the slab element 7.
- the slots 36 of such a pair of slots 41 or 42 in a slab element 6 or 7 with which a pair of retaining elements 21 and 22 can cooperate to support a post 19, further extend parallel to each other in the longitudinal direction XX' of the relevant slab element 6 or 7, and thus are directed transversely to the width direction YY' of the slab element 6 or 7.
- the slots 36 to 39 typically have a width V of 61 mm, just slightly larger than the width W of the support plates 21 and 22, which is, for example, 60 mm.
- the first end of the retaining elements 21 and 22 must be complementary to the relevant slot 36 to 39 in which it should fit.
- the retaining elements 21 and 22 according to the invention at this first end 31 are designed as a flat plate-shaped section 31 with a rectangular cross-section to that end, and each slab element 6 or 7 is provided with slots 36 to 39 having dimensions corresponding to the dimensions of the rectangular cross-section of that first end 31 of the retaining elements 21 and 22, so that the first end 31 of the retaining elements 21 and 22 can be inserted in the slab element 6 or 7 through a corresponding slot 36 to 39.
- the slots 36 and 37 or 38 and 39 of such a pair of slots 41 or 42 in a slab element 6 or 7 must be spaced apart at an intermediate distance F corresponding to the distance G between the two parallel planes PP' and QQ' in which the parallel flat ends 28 and 29 of the second supporting plate 22 extend, or at an intermediate distance F corresponding to a distance G' between said two parallel planes PP' and QQ', increased by the thickness E of the used wide floor slabs or precast concrete slabs of the provisional floor or roof slab 4.
- the slab element 6 is each time provided with two pairs of slots 41 and 42 which are aligned along the width direction YY' of the slab element 6, and wherein the slots 36 and 37 or 38 and 39 of such a pair of slots 41 or 42 are located at an aforementioned intermediate distance F from each other and wherein the pairs of slots 41 and 42 are mutually located at a distance J from each other which corresponds to the thickness E of the used wide floor slabs or precast concrete slabs of the provisional floor or roof slab 4.
- the intermediate distance F between the two slots 36 and 37 or 38 and 39 of a pair of slots 4 or 42 is typically 150 mm, for example.
- the mutual distance J between the pairs of slots is therefore the thickness E of the provisional floor slab 4 and is typically 60 mm, for example.
- protrusions 34 provided on the posts 19 are located at a distance I from each other which corresponds to the aforementioned intermediate distance F between a pair of slots 36 and 37 or 38 and 39 in the slab element 6 or 7, so that they can rest with certainty on the first ends 31 of the retaining elements 21 and 22.
- Figures 5 to 8 illustrate a first application of an assembly kit 1 according to the invention wherein a provisional floor slab 4 made of precast concrete slabs rests on a series of wooden beams 18.
- Slab elements 6 or 7 are hereby fixed close-fitting to one another in the longitudinal direction XX' to the wooden beams at a certain distance D from the relevant edges 3 of the provisional floor or roof slab 4 by means of nails or screws 43 to form an edge formwork 5.
- the flat rectangular section 11 of the profiled slab elements 7 is thereby mounted upright at the aforementioned distance D from the end sides 3 of the provisional floor or roof slab 4 by fixing the foot support or flange 16 to the underlying wooden beams 18 to form an upright side wall 12 of the edge formwork 5.
- each post 19 of the safety railing 2 is attached to the outside 23 of the edge formwork 5 by means of a pair 20 of retaining elements 21 and 22.
- a first end 31 of these retaining elements 21 and 22 is inserted through a slot 36 or 37 into a slab element 7 in order to achieve a high mounting.
- each retaining element 21 and 22 is fixed at the top 45 of the provisional floor or roof slab 4, each separately by means of a screw anchor 46 screwed into the provisional floor or roof slab 4.
- a post 19 is then inserted in each of the pairs 20 of the provided retaining elements 21 and 22 by inserting this post 19 through the openings 32 provided in the first end 31 of the respective pair of retaining elements 21 and 22 in order to retain the post 19.
- Each post 19 is herein also supported by the corresponding pair of retaining elements 21 and 22 by means of the pair of protrusions 34 provided on the post 19 or attached to the latter.
- the retaining elements 21 and 22 cooperate with the corresponding slab element 7 of the edge formwork 5 to form a support for the corresponding post 19 on the outside 23 of an edge formwork 5 formed with the slab elements 7, without the retaining elements 21 and 22 having to be fixed to the slab elements 7.
- transverse slats 47 or other elements can be fitted between the upright posts 19, for example by means of clamping devices 48 or the like, in order to finish and close the safety railing 2.
- Figure 9 illustrates another application, in which posts 19 of a safety railing 2 are mounted low on the outside of an edge formwork 5 on a provisional slab 4.
- the provisional floor slab 4 in this case is supported by an adjoining fixed structure 17 which is formed by an underlying wall 49 made of, for example, silicate bricks 50.
- edge formwork 5 The same type of profiled slab elements 7 as in the previous case was used to create the edge formwork 5, which are fixed to the foot support or flange 16 in the underlying wall 49 by means of nails or screws 43.
- the retaining elements 21 and 22 are inserted this time through the other pair 42 of slots 38 and 39 in the slab elements 7, the first support slab 21 being fixed with its second end 44 to the underside 51 of the provisional floor slab 4 this time, in this case by fixing it to the underlying wall 49 together with the foot support 16 of the slab element 7.
- Both the second ends 44 of the first support slabs 21 and the foot support or flange 16 of the slab elements 7 in this case extend underneath the provisional floor slab 4, which can be achieved, for example, by mounting the edge formwork 5 first and by installing the provisional floor slab 4 only afterwards.
- the second support plate 22 has an intermediate section 30 which is slightly less inclined at an angle ⁇ ' which is somewhat smaller, since in this case only the distance G' corresponding to the distance F between the slots 38 and 39, minus the thickness E of the floor slab 4, needs to be bridged.
- the posts 19 are further mounted in exactly the same manner as in the previous example.
- FIG 11 shows yet another application, wherein another embodiment of an assembly kit 1 according to the invention is used this time.
- the slab metal elements 7 are still profiled slab elements 7 with a flat rectangular section 11 forming the upright side wall 12 of the edge formwork 5, but wherein only one longitudinal edge 13 of the flat section 11 is folded into a folded edge 14 which is intended to form the upper edge of the edge formwork 5, while no flange or foot support 16 is provided this time.
- edge formwork 5 is no longer provided at a distance D from the end edges 3 of the provisional floor slab 4, but the flat rectangular section 11 of the profiled slab elements 7 is mounted upright by fixing it directly at the opposite edge 15 to these end sides 3 of the floor slab 4 so as to form an upright side wall 12 of the edge formwork 5.
- clamping sleeves 52 which extend through the slab elements 7 and are fixed in the end edges 3 of the provisional floor slab 4.
- edges 3 of the provisional floor slab 4 have to be placed at once in the correct final position during its installation, with little or no possibility of adjusting minor deviations.
- the support plates 21 and 22 are both jointly attached with their second ends 44 by means of only one turnbuckle 46 at the top 45 of the provisional floor slab 4.
- Figure 12 shows another application which is in a way a variant of the application shown in figure 9 , but in which the provisional floor slab 4 rests on an underlying wall 49 this time which has been built from fast-building blocks 53.
- foot supports or flanges 16 as well as the first support plate 21 extend against the underside 51 of the provisional floor slab 4.
- the first support plate 21 is longer in this embodiment, and its second end 44 is folded at right angles in relation to the other section 54 so that it forms an angle 55 which corresponds to the angle 56 formed between the top surface 57 of the wall 49 and the inner surface 58 of the wall 49.
- the other support plate 22 is attached to the top 45 of the provisional floor slab 4, and posts 19 are further provided in a completely analogous manner as in the preceding cases.
- figure 13 illustrates yet another application wherein the provisional floor slab 4 is composed of concrete vaults 59 this time.
- both support plates 21 and 22 are flat, because the thickness E of the concrete vaults 59 is substantially larger and varies, for example, between 13 cm and 35 cm.
- the foot support 16 of the slab elements is also fixed to the underside 51 of the provisional floor slab 4, for example by means of clamping sleeves 52 and/or turnbuckles 46.
- poles 19 The mounting of poles 19 is again completely analogous to what has already been explained above.
- the invention is by no means limited to the embodiments of an assembly kit 1 and a safety railing 2 according to the invention described by way of example and illustrated in the figures; on the contrary, such an assembly kit 1 and such a safety railing 2 can be realized in many other ways while still remaining within the scope of the invention.
- the invention is by no means limited to the embodiments of a method according to the invention for mounting a safety railing 2, described by way of example and illustrated in the figures; on the contrary, such a method can be carried out in many other ways while still remaining within the scope of the invention.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE20195842A BE1027798B1 (nl) | 2019-11-26 | 2019-11-26 | Opbouwset en werkwijze voor het opbouwen van een veiligheidsleuning, evenals zulke veiligheidsleuning |
Publications (1)
Publication Number | Publication Date |
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EP3828364A1 true EP3828364A1 (de) | 2021-06-02 |
Family
ID=68807932
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP20210079.8A Pending EP3828364A1 (de) | 2019-11-26 | 2020-11-26 | Montagesatz und verfahren zum zusammenbau eines sicherheitsgeländers |
Country Status (2)
Country | Link |
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EP (1) | EP3828364A1 (de) |
BE (1) | BE1027798B1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115788014A (zh) * | 2022-11-25 | 2023-03-14 | 浙江东南网架股份有限公司 | 可拆卸重复使用无支撑楼板边模及其使用方法 |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH677255A5 (en) * | 1988-12-23 | 1991-04-30 | Carmelo Albanese | Wall mounted formwork with safety rail - uses bent rods to secure horizontal panel with supports for safety rail to top of wall |
WO2002063117A1 (en) * | 2001-02-08 | 2002-08-15 | Willy Johansson | Arch shut-off |
-
2019
- 2019-11-26 BE BE20195842A patent/BE1027798B1/nl active IP Right Grant
-
2020
- 2020-11-26 EP EP20210079.8A patent/EP3828364A1/de active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH677255A5 (en) * | 1988-12-23 | 1991-04-30 | Carmelo Albanese | Wall mounted formwork with safety rail - uses bent rods to secure horizontal panel with supports for safety rail to top of wall |
WO2002063117A1 (en) * | 2001-02-08 | 2002-08-15 | Willy Johansson | Arch shut-off |
Non-Patent Citations (1)
Title |
---|
GSS BVBA: "3000 GSS Safe", 14 December 2018 (2018-12-14), pages 1, XP054980753, Retrieved from the Internet <URL:https://www.youtube.com/watch?v=V-FMb98vr0I> [retrieved on 20200806] * |
Also Published As
Publication number | Publication date |
---|---|
BE1027798A1 (nl) | 2021-06-18 |
BE1027798B1 (nl) | 2021-06-23 |
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