WO2020020412A1 - Mécanisme de levage pour système grimpant guidé sur des rails - Google Patents

Mécanisme de levage pour système grimpant guidé sur des rails Download PDF

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Publication number
WO2020020412A1
WO2020020412A1 PCT/DE2019/100652 DE2019100652W WO2020020412A1 WO 2020020412 A1 WO2020020412 A1 WO 2020020412A1 DE 2019100652 W DE2019100652 W DE 2019100652W WO 2020020412 A1 WO2020020412 A1 WO 2020020412A1
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WO
WIPO (PCT)
Prior art keywords
climbing
rail
lifting
lifting rail
shoe
Prior art date
Application number
PCT/DE2019/100652
Other languages
German (de)
English (en)
Inventor
Josef Schmid
Original Assignee
Peri Gmbh
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Peri Gmbh filed Critical Peri Gmbh
Priority to CN201980047277.0A priority Critical patent/CN112513392A/zh
Priority to PL19748653.3T priority patent/PL3827146T3/pl
Priority to DE112019003709.9T priority patent/DE112019003709A5/de
Priority to CA3106333A priority patent/CA3106333A1/fr
Priority to EP19748653.3A priority patent/EP3827146B1/fr
Priority to SG11202100494PA priority patent/SG11202100494PA/en
Priority to ES19748653T priority patent/ES2968201T3/es
Priority to US17/262,505 priority patent/US20210293037A1/en
Priority to AU2019311134A priority patent/AU2019311134A1/en
Priority to KR1020217002053A priority patent/KR102625611B1/ko
Publication of WO2020020412A1 publication Critical patent/WO2020020412A1/fr

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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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G2005/008—Hoisting devices specially adapted as part of a scaffold system

Definitions

  • the invention relates to a lifting drive for a rail-guided climbing system, which can be used in particular as climbing formwork, climbing scaffold, climbing protection wall and / or climbing work platform, with climbing shoes that can be arranged in a fixed position on a building, and at least one climbing rail guided by the climbing shoes, which in a scaffolding unit can be integrated or attached to the scaffold unit.
  • the invention further relates to a rail-guided climbing system with this lifting drive and a method for climbing a rail-guided climbing system, which can be used in particular as climbing formwork, climbing scaffold, climbing protection wall and / or climbing work platform with this lifting drive.
  • Such lifting drives with hydraulic cylinders are described in the German patent application DE 10 2016 205 956 A1 and in the international patent application WO 2009/117986 A1 as the prior art for a climbing system.
  • climbing systems such. B. in the construction of vertically oriented concrete structures, in particular so-called building cores, bridges, dams and the like, as Climbing formwork and / or climbing protection walls and / or used in the form of climbing frames.
  • the climbing systems are usually equipped with a work platform as a scaffold unit and can be moved independently of the crane from a lower finished concrete wall section of the concrete structure to be created or completed to a cured further concrete section of the concrete structure located above. Then a climbing rail that can be moved upwards, i.e.
  • a work console or work platform can be raised by means of climbing cylinders which are fastened to a climbing console fastened by means of anchor bolts in a concrete wall below the work console and to the work console.
  • sick climbing systems are known that work without hydraulic cylinders.
  • a disadvantage of the known lifting drives for climbing systems is that the hydraulic cylinder for the next climbing section or concreting section has to be carried to the next higher floor each time.
  • a leading rail may also be necessary, which must be attached to the structure manually, whereby the climbing direction on the climbing system must be manually switched when climbing in order to tighten the rail. The manual effort is therefore high after each lifting process, and continuous climbing is not possible.
  • existing lifting drives for rail-guided climbing systems can be designed to be so large that when using the climbing system, the length of the climbing rails means that a height of the building must first be sufficient so that the lower free ends of the climbing rails do not touch the floor on which the first concreting section is built or a floor slab that can be erected below the first concreting section, collide.
  • Climbing systems driven by geared motors are expensive and prone to repairs, so that drives with gears cannot provide an adequate alternative to the much simpler lifting drives.
  • the object of the present invention is to provide a simply constructed lifting drive which enables continuous climbing.
  • a lifting drive is to be provided with which step-by-step climbing is possible without the high manual effort previously required after each lifting operation.
  • the linear actuator should be of a compact design so that it can be used as flexibly as possible with a rail-guided climbing system.
  • a lifting drive for a rail-guided climbing system which can be used in particular as climbing formwork, climbing scaffold, climbing protection wall and / or climbing work platform, with climbing shoes that can be arranged in a fixed position on a building, at least one climbing rail guided by the climbing shoes, the can be integrated into a scaffolding unit or can be fastened to the scaffolding unit, a climbing lifting rail which is displaceable relative to the climbing rail and is guided by the climbing rail.
  • the climbing rail and the climbing lifting rail can each be hung in at least one of the climbing shoes in one direction and in this direction unhookable in the opposite direction and displaceable relative to the at least one of the climbing shoes.
  • the lifting drive further comprises a lifting device which is fixed at one end to the climbing rail and at the other end to the climbing lifting rail such that a length of a stroke of the lifting device corresponds to a displacement of the climbing lifting rail relative to the climbing rail.
  • the length of the stroke of the lifting device is sufficient when the climbing lifting rail is suspended in order to hang the climbing rail offset by a hanging distance of the climbing rail.
  • a climbing lifting rail is provided as a unit guided by the climbing rail and displaceable relative to the climbing rail, which is connected to the climbing rail via the lifting device.
  • a climbing lifting rail that is restricted in its movement by the climbing rail and that moves up and down relative to the climbing rail is movably connected to the climbing rail.
  • the climbing lifting rail is held or guided, for example, by guide shoes on the climbing rail on the climbing rail.
  • a movement of the climbing lifting rail relative to the climbing rail is realized by a lifting device that can be extended and retracted.
  • the lifting device can be detachably fixed to the climbing rail at its upper or lower end, that is to one end, the lifting device at its lower or upper end, that is to say the other end, that is to say the other end, to have an engagement and fastening tab which is connected to the climbing rail firmly, that is, not easily detachable, connected.
  • the length of the lifting device stroke is selected such that it is sufficient to hang the climbing rail offset by a hanging distance of the climbing rail.
  • Climbing rail for hanging in the climbing rails must therefore be covered at least one distance from the lifting device when the climbing lifting rail is hooked in.
  • the lifting drive according to the invention therefore climbs with its lifting movements. Since the climbing rail and the climbing lifting rail can each be hung in at least one of the climbing shoes in one direction and can be removed in the opposite direction to this direction and can be displaced with respect to the at least one of the climbing shoes, there is no manual effort involved in extending and retracting the lifting device. For the next climbing section or concreting section, the lifting device no longer has to be carried dismantled to the next higher floor.
  • the climbing lifting rail is guided by the climbing rail when the climbing lifting rail is displaced relative to the climbing rail, so that it is ensured that the respective dimensions of the climbing rail and the climbing lifting rail do not add up in the longitudinal direction even when the lifting device is fully extended, which results in a compact construction of the lifting drive leads. Since the lifting device can remain fixed at one end to the climbing rail and at the other end to the climbing lifting rail both when retracting and extending, and apart from the guidance of the climbing rail, the climbing lifting rail is only connected to the climbing rail via the lifting device, the lifting drive is extremely simple and, accordingly, inexpensive feasible, low-loss operation and not prone to repairs. In a preferred embodiment of the invention, the length of the stroke is also sufficient to cover a suspension stroke distance of the climbing lifting rail.
  • the climbing rail can be suspended offset by the hanging distance, even if a complete hanging stroke distance of the climbing lifting rail has to be covered beforehand in order to hang in the climbing lifting rail.
  • the suspension stroke distance can be selected smaller than the suspension distance in order to use a larger part of the full length of the stroke of the lifting device for the upward movement of the climbing rail relative to the structure than for the downward movement of the climbing lifting rail relative to the climbing rail.
  • the climbing shoe from which the climbing rail is guided when the
  • Climbing lifting rail is suspended can be arranged above or below the climbing shoe in which the climbing lifting rail is suspended. According to the exemplary embodiments described with reference to the figures, the climbing shoe from which the climbing rail is guided when the
  • Climbing lifting rail is suspended, arranged above the climbing shoe in which the climbing lifting rail is suspended, which is therefore not necessary.
  • the climbing shoe can either be designed to hang in the climbing rail or the climbing lifting rail or to hang in both the climbing rail and the climbing lifting rail. In this way, conventional climbing shoes can be used to hang the climbing rail. On the other hand, the size and in particular the required number of climbing shoes can be reduced if the climbing shoe is designed to hang in both the climbing rail and the climbing lifting rail.
  • the connection between the climbing lifting rail and the climbing shoe is preferably established in such a way that the climbing lifting rail in the climbing shoe designed to hang the climbing lifting rail by means of at least one locking / snap element and a plurality of holding elements for holding the at least one locking / snap element or by means of a large number of locking elements.
  • the one or more locking / snap elements are on the climbing shoe designed to hang the climbing lifting rail and the one or more holding elements are on the climbing lifting rail or the one or more holding elements are on the climbing shoe designed for hanging the climbing lifting rail and the one or more locking / snap elements are on the Climbing lifting rail in front. In this way, the climbing lifting rail can be manufactured simply and reliably with the climbing shoe.
  • the latching / snap element is preferably designed as a movable element, which is in particular designed to be pivotable, foldable or displaceable, in the form of a pawl, in particular latching pawl or climbing pawl, a notch, in particular latching nose, or a bolt, in particular latching bolt.
  • the latching / snap elements can be in the form of the climbing pawls or folding latches.
  • the holding elements in the form of holding recesses for engaging with the at least one locking / snap element of the climbing shoe can be introduced one after the other in the climbing lifting rail, as is given below in the embodiments described with reference to the figures, or holding knobs can be applied, for example welded, onto the climbing lifting rail , his.
  • the climbing lifting rail has the holding recesses on at least one side in such a way that the climbing lifting rail is in the form of a profile with a hanging contour, in particular with serrations.
  • the climbing lifting rail can have the holding recesses in the form of completely bordered holes, also called ears. Fully bordered holes as holding recesses have a higher stability than incompletely bordered recesses between toothings, in particular if only one latching / snap element has to carry the climbing system when the lifting device is extended.
  • the climbing lifting rail can be depending on the application, e.g. B. required stability and / or cost specification, made from solid material, for example pressed or embossed, or as a hollow profile, for example in a lasered form.
  • a latching / snap element arranged in or on the climbing shoe is preferably designed in the form of a climbing pawl for hanging in both the climbing rail and the climbing lifting rail. Because of the double function of this climbing pawl, the climbing shoe can be constructed more easily than in the case in which a climbing pawl is to be provided for attaching both the climbing rail and the climbing lifting rail.
  • the climbing rail and the climbing lifting rail can be arranged one inside the other or side by side, depending on the application.
  • the guidance of the climbing lifting rail by the climbing rail may be more effective than in the case of an arrangement lying next to one another, which arrangement can be easier to implement than the arrangement lying one inside the other.
  • the climbing lifting rail preferably has a rectangular profile or cross-sectional profile in the form of an L, T or I, also called a double T. This ensures a simple and stable design of the climbing lifting rail.
  • a hydraulic cylinder, spindle drive or rack and pinion drive can be used as the feeding device, the spindle or rack and pinion drive being able to be driven, for example, by an electric motor, an actuator or a linear drive.
  • An ordinary standard hydraulic cylinder can therefore be used according to the invention.
  • the lifting drive is also suitable for creating non-vertical designs of the outer wall or outer walls of a building without modifications.
  • the invention also includes a rail-guided climbing system with the lifting drive according to the invention, the scaffold unit, into which at least one of the climbing rails is integrated or to which the at least one climbing rail is fastened, with a total length of the at least one climbing rail being sufficient to guide the climbing rail of at least two climbing shoes which are spaced apart from each other by a predetermined distance.
  • the load capacity of the climbing system can be increased by using several climbing rails at the same time. To fully cover a building with a climbing system provided, it may be necessary to provide a variety of climbing rails for the climbing system.
  • the heights of several climbing rails are preferably synchronized via end position compensation after each extension and retraction of the lifting device.
  • the at least two climbing shoes are preferably spaced apart from one another, which corresponds approximately to a floor height of the building or a fraction thereof. With a spacing of approximately one storey height, the climbing shoes can be placed or removed in the outer wall of the structure with each climbing cycle with which the climbing system is moved up one storey height. Intermediate climbing cycles only for setting or removing the climbing shoes without further work, for example boarding, concreting etc., can thus be avoided.
  • a method for climbing a rail-guided climbing system which can be used in particular as climbing formwork, climbing scaffold, climbing protection wall and / or climbing work platform, with the lifting drive according to the invention also belongs to the invention.
  • the process includes the steps:
  • the lifting device extends until the lower of at least three climbing shoes, which are able to simultaneously guide the climbing rail, hooks into the climbing lifting rail.
  • a further downward movement of the climbing lifting rail relative to the building is then no longer possible and the further lifting of the lifting device pushes the climbing rail to which the scaffold unit is attached, via the climbing lifting rail, which is now fixed relative to the building and is connected to the lifting device, in the direction the climbing rail upwards until it is hooked in.
  • the climbing rail is thus supported by the lifting device on the climbing lifting rail in order to move the climbing system upwards.
  • the climbing rail is thereby lifted out of the middle of the three climbing shoes for guiding the climbing rail, which was previously responsible for the vertical load transfer, and the vertical load is carried off in the lower climbing shoe in which the climbing lifting rail is suspended.
  • each climbing shoe that is located in the area of the climbing lifting rail can serve for the upward push-off.
  • the climbing shoe with a holding function for holding the climbing rail is above the climbing shoe for hanging and supporting the climbing lifting rail.
  • the climbing shoe with holding function for holding the climbing rail which can be designed as a climbing shoe with an additional pawl, can however be arranged at any point relative to the climbing shoe for hanging and supporting the climbing lifting rail, e.g. B. in the area of the middle climbing shoe or below the climbing shoe for hanging and supporting the climbing lifting rail.
  • the method steps according to the invention are preferably defined as a cycle and the cycle is repeated until the scaffolding unit has reached another or more further floors of the building or a concreting section of the building to be concreted.
  • the climbing system comprising a working platform which carries an outer formwork and a scaffolding unit which additionally has a trailing platform
  • FIG. 2a, b the climbing system shown in FIG. 1b in a side view (a) and in a top view (b) with two climbing rails;
  • Fig. 3a shows the detail B in Fig. 2a in an enlarged view in
  • FIG. 3b shows a cross-sectional view along the plane A-A in FIG. 3a of a climbing rail and climbing lifting rail with a plan view of a climbing shoe according to one
  • FIG. 4 shows a three-dimensional external view of a climbing lifting ticket with a fixed lifting device according to a further exemplary embodiment of the invention.
  • Fig. 5 is an enlarged spatial sectional view of the climbing rail and climbing lifting rail according to the invention, which are shown in section C in Fig. 2b.
  • Fig. La shows a starting position of a climbing system 10 with the lifting drive according to the invention in cross section in a sequence of Climbing processes for climbing a scaffold unit 11 around a floor of a building 1.
  • the building 1 comprises several floors with outer walls 40, 44, 48, 52, which in the cross-sectional view through cutouts 41, 45, 49, 53, for example for installing windows, in vertical direction Y are shown separated from each other.
  • the superimposed storeys of building 1 with storey heights 42, 46, 50, 54 are connected to one another by storey ceilings 43, 47, 51, 55.
  • the climbing system 10 comprises a scaffold unit 11 with a formwork platform 12 with a formwork 13, which can be moved together in the horizontal direction 14 towards the building 1 and / or away from the building 1 in order to complete a concreting section of, for example, a floor of the building 1.
  • a work platform 16 is arranged below the formwork platform 12 and is fixed to the formwork platform 12.
  • a control unit for operating a drive for moving the casing and / or a lifting device 26 for climbing the climbing system can be arranged on the working platform 16.
  • the lifting device 26 is located on a trailing stage 22 arranged below the working platform 16 and fixed to the working platform 16.
  • the scaffold unit 11 therefore comprises the formwork platform 12, the working platform 16 and the trailing platform 22 in the climbing system 10 shown in FIG 18 is integrated in the scaffolding unit 11.
  • the trailing stage 22 is used, inter alia, for attaching and removing climbing shoes 32, 34, 36, 38, which are arranged in a stationary manner on the structure 1 and serve to guide and support the climbing rail 18 which carries the scaffolding unit 11.
  • the climbing rail 18 has bores 19 and in each case at a hanging distance 20 vertically spaced support bolts 19 ′, also called spacings, which engage in each of the climbing shoes 32, 34, 36, 38 in such a way that the climbing rail 18 in each case in at least one of the climbing shoes 32 , 34, 36, 38 in the vertical direction, e.g. B. with a downward movement, can be suspended and in the opposite direction to this direction, ie upwards, can be removed and displaced relative to the respective climbing shoe 32, 34, 36, 38.
  • the climbing rail 18 not only the climbing rail 18, but also a climbing lifting rail 24, which is displaceable relative to the climbing rail 18 and is guided by the climbing rail 18, is present, in each case can be hung in at least one of the climbing shoes 32, 34, 36, 38 in one direction and in unhookable in this direction and displaceable relative to the at least one of the climbing shoes 32, 34, 36, 38.
  • the climbing lifting rail 24 is only connected to the climbing rail 18 via the lifting device 26.
  • the lifting device is connected with its lower end 27 to the climbing lifting rail 24 and with its upper end 28 to the climbing rail 18.
  • the lifting device More precisely a lifting cylinder or plunger of the lifting device, is completely retracted, so that a stroke length 2 of the lifting device is zero.
  • the lifting device 26 is retracted, there is a distance 2 ′ between a height 25 of an upper edge of the climbing lifting rail 24 and that of a height 21 of an upper edge of the climbing rail 18.
  • the climbing rail 18 is suspended in the climbing shoe 34, so that a vertical load transfer takes place via this climbing shoe.
  • the lifting device 26 is extended by a stroke length 3 that is not equal to zero.
  • the climbing rail 18 is still suspended in the climbing shoe 34 and the climbing lifting rail 24 moves downwards in such a way that the height 25a of the upper edge of the climbing lifting rail 24 is 3 'from the height 25 of the climbing lifting rail 24, which is shown in FIG. is shifted down. Since the climbing rail 18 has not moved relative to its height in FIG. 1 a, the length 3 of the stroke of the lifting device 26 corresponds to the displacement 3 ′ of the climbing lifting rail 24 relative to the climbing rail 18. The lifting device 26 extends until the climbing lifting rail 24 extends attaches the climbing shoe 32, but this is not yet the case in FIG. 1b.
  • the lifting device 26 is extended by the stroke length 4, which is greater than the stroke length 3, so that the climbing lifting rail 24 has now hooked into the climbing shoe 32. Because the climbing lifting rail 24 cannot move further downward due to its attachment to the climbing shoe 32, the climbing rail 18 is now moved upwards instead of the climbing lifting rail 24. The entire climbing system 10 including the scaffolding unit 11 is thus lifted upwards. Compared to the height 21 of the upper edge of the climbing rail 18 in FIGS. 1a and 1b, the height 21a of the upper edge of the climbing rail in FIG. 1c is shifted upwards by the distance 4 '.
  • the length 4 of the stroke of the lifting device 26 is thus composed of the distance 3 'by which the climbing lifting rail 24 has moved downward in relation to its height in FIG.
  • the length 4 of the stroke of the lifting device 26 is sufficient when the climbing lifting rail 24 is suspended in order to hang the climbing rail 18 offset from the climbing shoe 36 by the hanging distance 20. At least the hanging distance 20 is covered.
  • the lifting device 26 thus pushes the climbing rail 18 supported on the climbing lifting rail 24, which is supported on the lower climbing shoe 32, by at least the hanging distance 20 upwards.
  • the climbing rail 18 is displaced by the hanging distance 20 and additionally by a gap point distance which is required in order to hang the climbing rail 18 into the climbing shoe 36.
  • the folding point of the climbing shoe 36 from the climbing rail 18 is climbed over in order to be able to hang the climbing rail 18 into this climbing shoe.
  • the support bolt 19 'of the climbing rail 18 is therefore above a suspension height 36' of the climbing shoe 36.
  • the folding point distance is approximately the vertical distance between two adjacent bores 19 of the climbing rail 18. In other embodiments, the folding point distance can be smaller or reduced to zero. In this case, it is sufficient if, with the climbing lifting rail 24 attached, the flank length 4 can pass over the hanging distance 20 of the climbing rail 18. Since the climbing rail can be displaced upwards by the hanging distance 20, it is not necessary to provide a longer flank length than the flank length 4. In the present exemplary embodiment, the flight length 4 is therefore the maximum flight length. Larger maximum flea lengths are still possible.
  • the climbing lifting rail 24 is now moved upwards instead of the climbing rail 18.
  • the height 25 b of the upper edge of the climbing lifting rail is only down by a distance of 5 ′′, this distance being smaller than the distance 3 ′ in FIGS. 1 b and 1 c.
  • the length 5 of the stroke of the lifting device 26 is composed of the distance 5 ′′ by which the climbing lifting rail 24 has moved downward in relation to its height in FIG. 1 a, and from the distance 5 ′ by which the climbing rail 18 has moved relative to its height in Fig. La has gone up. Without moving the scaffolding unit 11, which is suspended in the climbing shoe 36 via the climbing rail 18, the climbing lifting rail 24 is thus pulled upwards.
  • Fig. Id the lifting device 26 is completely retracted.
  • the stroke length 2 is therefore zero.
  • the height 21 b of the upper edge of the climbing rail 18 is shifted upwards by the distance 5 ′, which corresponds to the hanging distance 20.
  • the support bolt 19 ' is at the level of the suspension height 36' of the climbing shoe 35 and the climbing rail 18 is offset by the suspension distance 20 from its height in Fig. La upwards, as in a comparison of the heights 21 and 21b of the upper edges in Fig. La and Fig. Id can be seen.
  • the height 25c of the upper edge of the climbing lifting rail 24 is also offset upwards from its height 25 in FIG. 1 a by the hooking distance 20, which is shown as distance 5 ′′ ′′ in FIG.
  • FIG. 1 a shows the climbing system 10 shown in FIG. 1b in a side view.
  • the climbing lifting rail 24 lies in the climbing rail 18 in such a way that the climbing lifting rail cannot be seen.
  • the casing 13 is mounted on a vertical support 13 'for the casing.
  • a railing 13 ′′ is attached to the upper end of the vertical supports 13 ′ in order to ensure safe working in this area.
  • FIGS. 1b and 2a is a top view of the climbing system 10 shown in FIGS. 1b and 2a with two climbing rails 18 arranged parallel to one another.
  • the formwork platform 12 the work platform 16 and the trailing platform 22, the formwork 13 with vertical support 13 'and railing 13' 'and the cutouts 41, 45, 49 in the outer wall 44 of the building 1 are shown.
  • FIG. 3a shows section B of the lower area in FIG. 2a in an enlarged representation in cross section.
  • FIG. 3 shows the section already shown in FIG. 1b with guide shoes 19 ′′ of the climbing rail 18 in which the climbing lifting rail 24 are guided.
  • the climbing rail 18 is suspended in the climbing shoe 34, the support bolt 19 ′ being suspended approximately centrally in the vertical direction of the climbing shoe 34.
  • FIG. 3b shows in cross-section along the plane AA in FIG. 3a the climbing rail 18, which comprises two U-shaped elements lying opposite one another, and the climbing lifting rail 24, which has an I-shaped cross-section, also called a double-T-shaped cross-section.
  • the climbing lifting rail 24 is arranged in the climbing rail 18 between the U-shaped elements of the climbing rail 18 and of guide shoes 19 ′′, which are also between the U-shaped elements the climbing rail 18 are arranged, guided.
  • the guide shoe 19 "guides only the side of the climbing lifting rail 24 facing away from the outer wall 40, the side of the climbing lifting rail 24 facing the outer wall 40 being able to engage in a climbing pawl 32" which can be seen in FIG.
  • the climbing pawl 32 has two lugs arranged parallel to one another, which can engage in the side of the climbing lifting rail 24 facing the outer wall.
  • the climbing shoe 32 has two legs 32 'with which the side of the climbing rail 18 facing the outer wall 40 is guided Legs 32 "can each be pivoted about the vertical axis y and can be fixed in position with locking pins. Other legs are possible that cannot be swiveled and / or used without locking pins.
  • the climbing pawl 32 can engage in the climbing lifting rail 24 as well as in the climbing rail 18 in order to enable both the climbing lifting rail and the climbing rail to be hooked into the climbing shoe 32.
  • designs of climbing shoes in which different climbing pawls are present are also conceivable in order to be able to hang in either the climbing rail or the climbing lifting rail.
  • FIG. 4 shows the climbing lifting tickets 24 with the lifting device 26 fixed at their lower end 27 in a three-dimensional external view with a stroke length 3, which is already shown in FIGS. 1b and 3a.
  • the lower end 27 of the lifting device 26 is screwed to the climbing lifting rail 24, the upper end 28 being open for connection to the climbing rail 18.
  • the cross-section of the climbing lifting rail 24 can be seen at the upper end of FIG. 4, the side facing the outer wall 40 according to FIG. 3b being wider than the side opposite this side, that of the guide shoes according to FIG. 3b 19 ".
  • the wider side has a toothed profile with rectangular recesses 61, which lead to a suspension stroke distance 60 of the climbing lifting rail 24.
  • FIG. 5 shows an enlarged spatial sectional view of the climbing rail 18 and climbing lifting rail 24, which are shown in section C in FIG. 2b.
  • the lower end 27 of the lifting device with stroke length 3 is fixed on the side of the climbing lifting rail 24 facing away from the outer wall 40 by means of a screw connection, the upper end 28 of the lifting device 26 being fixed on a side of the guide shoe 19 ′′ of the climbing rail 18 facing away from the outer wall 44 by means of screwing 5, the climbing shoe 32 fixedly attached to the outer wall 40 has the legs 32 'which guide the side of the climbing rail 18 facing the outer wall 40.
  • the climbing pawl 32 "can be used in carrying bolts 19' of the climbing rail 18 as well also engage in the recesses 61 on the side of the climbing lifting rail 24 facing the outer wall 40.
  • the hanging distance 20 of the climbing rail 18 shown in FIG. 3 between two support bolts 19 ′ comprises four distances between adjacent bores 19.
  • the hanging stroke distance 60 of the climbing lifting rail 24 shown in FIG. 5 is smaller than the hanging distance 20 and is approximately two distances between adjacent bores 19 Therefore, when the lifting device is extended, two thirds of the stroke length required to move the climbing rail by the hanging distance 20 can be used to move the climbing rail 18, while only a maximum of one third of the stroke length has to be used to attach the climbing lifting rail 24.

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un mécanisme de levage pour un système grimpant (10) guidé sur des rails, qui peut en particulier être utilisé en tant que coffrage grimpant, échafaudage grimpant, paroi de protection grimpante et/ou plateforme de travail grimpante. Le mécanisme de levage comprend des patins grimpants (32, 34, 36, 38) qui peuvent être agencés fixement sur un bâtiment (1), au moins un rail grimpant (18) guidé par les patins grimpants (32, 34, 36, 38) et pouvant être intégré dans un ensemble échafaudage (11) ou fixé à l'ensemble échafaudage (11), et un rail de levage grimpant (24) qui peut se déplacer par rapport au rail grimpant (18) et qui est guidé par le rail grimpant (18). Le rail grimpant (18) et le rail de levage grimpant (24) peuvent respectivement être accrochés dans au moins un des patins grimpants (32, 34, 36, 38) dans une direction et en être décrochés dans une direction opposée à cette direction, et peuvent être déplacés par rapport au/aux patins grimpants (32, 34, 36, 38). Le mécanisme de levage comprend par ailleurs un dispositif de levage (26) qui est fixé à une extrémité au rail grimpant (18) et à l'autre extrémité au rail de levage grimpant (24) de telle manière que la longueur (3, 4, 5) d'une course du dispositif de levage (26) correspond à un déplacement (3' ; 3', 4' ; 5', 5") du rail de levage grimpant (24) par rapport au rail grimpant (18), la longueur (4) de la course lorsque le rail de levage grimpant (24) est accroché étant suffisante pour accrocher le rail grimpant (18) décalé sur une distance d'accrochage (20) du rail grimpant (18).
PCT/DE2019/100652 2018-07-23 2019-07-15 Mécanisme de levage pour système grimpant guidé sur des rails WO2020020412A1 (fr)

Priority Applications (10)

Application Number Priority Date Filing Date Title
CN201980047277.0A CN112513392A (zh) 2018-07-23 2019-07-15 用于轨道引导的攀爬系统的升降驱动装置
PL19748653.3T PL3827146T3 (pl) 2018-07-23 2019-07-15 Napęd do podnoszenia do szynowego systemu do wspinania się i sposób wspinania się szynowego systemu do wspinania się
DE112019003709.9T DE112019003709A5 (de) 2018-07-23 2019-07-15 Hubantrieb für ein schienengeführtes klettersystem
CA3106333A CA3106333A1 (fr) 2018-07-23 2019-07-15 Mecanisme de levage pour systeme grimpant guide sur des rails
EP19748653.3A EP3827146B1 (fr) 2018-07-23 2019-07-15 Mécanisme de levage pour système grimpant guidé sur des rails et procede de levage d'un système grimpant
SG11202100494PA SG11202100494PA (en) 2018-07-23 2019-07-15 Lift drive for a rail-guided climbing system
ES19748653T ES2968201T3 (es) 2018-07-23 2019-07-15 Accionamiento de elevación para un sistema trepador guiado por carriles y procedimiento para el trepado de un sistema trepador guiado por carriles
US17/262,505 US20210293037A1 (en) 2018-07-23 2019-07-15 Lift drive for a rail-guided climbing system
AU2019311134A AU2019311134A1 (en) 2018-07-23 2019-07-15 Lift drive for a rail-guided climbing system
KR1020217002053A KR102625611B1 (ko) 2018-07-23 2019-07-15 레일 가이드식 크라이밍 시스템을 위한 리프트 드라이브

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102018117727.5A DE102018117727A1 (de) 2018-07-23 2018-07-23 Hubantrieb für ein schienengeführtes klettersystem
DE102018117727:5 2018-07-23

Publications (1)

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WO2020020412A1 true WO2020020412A1 (fr) 2020-01-30

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PCT/DE2019/100652 WO2020020412A1 (fr) 2018-07-23 2019-07-15 Mécanisme de levage pour système grimpant guidé sur des rails

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US (1) US20210293037A1 (fr)
EP (1) EP3827146B1 (fr)
KR (1) KR102625611B1 (fr)
CN (1) CN112513392A (fr)
AU (1) AU2019311134A1 (fr)
CA (1) CA3106333A1 (fr)
DE (2) DE102018117727A1 (fr)
ES (1) ES2968201T3 (fr)
PL (1) PL3827146T3 (fr)
SG (1) SG11202100494PA (fr)
WO (1) WO2020020412A1 (fr)

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WO2020245185A1 (fr) * 2019-06-06 2020-12-10 Peri Gmbh Ensemble composé d'un rail grimpant et d'un rail de levage grimpant pour un système grimpant guidé sur rails
CN115162822A (zh) * 2022-06-29 2022-10-11 国网河南省电力公司安阳供电公司 一种电网电线杆架设装置及施工方法

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ES2695626B2 (es) * 2017-06-30 2020-05-19 Hws Concrete Towers S L Dispositivo auto-trepante por superficies de hormigón verticales y cuasi-verticales y procedimiento de operación.
US11655641B2 (en) * 2019-12-29 2023-05-23 The Third Construction Co., Ltd Of China Construction Third Engneering Bureau Construction building equipment and construction method thereof
DE102020134812A1 (de) 2020-12-23 2022-06-23 Peri Se Kletterschuhvorrichtung für ein schienengeführtes Klettersystem
CN114232969B (zh) * 2021-12-22 2023-12-29 丽水市卓越建设有限公司 一种建筑施工防护架
CN114876178B (zh) * 2022-05-13 2024-03-01 中交四公局第一工程有限公司 一种建筑施工用爬架夹持机构
WO2023245672A1 (fr) * 2022-06-24 2023-12-28 深圳市海柔创新科技有限公司 Robot escaladeur d'étagères et système d'entreposage
CN115142658B (zh) * 2022-08-17 2024-03-15 中建七局第二建筑有限公司 一种组合附着式升降脚手架系统
CN115370118B (zh) * 2022-09-02 2023-10-27 中建一局集团第五建筑有限公司 一种建筑用装配式爬架及其使用方法
CN115823409B (zh) * 2023-02-20 2023-06-06 山东鑫海矿业技术装备股份有限公司 一种具有升降爬壁功能的矿用双级泵

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CN115162822A (zh) * 2022-06-29 2022-10-11 国网河南省电力公司安阳供电公司 一种电网电线杆架设装置及施工方法
CN115162822B (zh) * 2022-06-29 2024-04-26 国网河南省电力公司安阳供电公司 一种电网电线杆架设装置及施工方法

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PL3827146T3 (pl) 2024-04-02
CA3106333A1 (fr) 2020-01-30
KR102625611B1 (ko) 2024-01-16
US20210293037A1 (en) 2021-09-23
DE112019003709A5 (de) 2021-04-08
EP3827146A1 (fr) 2021-06-02
CN112513392A (zh) 2021-03-16
EP3827146C0 (fr) 2023-10-25
AU2019311134A1 (en) 2021-02-11
EP3827146B1 (fr) 2023-10-25
ES2968201T3 (es) 2024-05-08
DE102018117727A1 (de) 2020-01-23
KR20210030372A (ko) 2021-03-17
SG11202100494PA (en) 2021-02-25

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