EP3478620A1 - Aufzuganlage, insbesondere in form eines kletterliftsystems, mit speziell ausgebildetem schutzdach - Google Patents
Aufzuganlage, insbesondere in form eines kletterliftsystems, mit speziell ausgebildetem schutzdachInfo
- Publication number
- EP3478620A1 EP3478620A1 EP17735456.0A EP17735456A EP3478620A1 EP 3478620 A1 EP3478620 A1 EP 3478620A1 EP 17735456 A EP17735456 A EP 17735456A EP 3478620 A1 EP3478620 A1 EP 3478620A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- flank
- walls
- construction
- roof
- elevator
- 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.)
- Granted
Links
- 230000001681 protective effect Effects 0.000 title claims abstract description 45
- 230000009194 climbing Effects 0.000 title abstract description 9
- 238000010276 construction Methods 0.000 claims abstract description 126
- 230000002093 peripheral effect Effects 0.000 claims abstract description 9
- 238000009434 installation Methods 0.000 claims description 36
- 239000000725 suspension Substances 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 10
- 239000002131 composite material Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 description 7
- 230000001154 acute effect Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000670 limiting effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- -1 for example Substances 0.000 description 1
- 230000002427 irreversible effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002905 metal composite material Substances 0.000 description 1
- 230000009993 protective function Effects 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B11/00—Main component parts of lifts in, or associated with, buildings or other structures
- B66B11/0005—Constructional features of hoistways
Definitions
- Elevator installation in particular in the form of a climbing lift system, with a specially designed protective roof
- the present invention relates to an elevator installation, in particular in the form of a climbing lift system, with a specially designed protective roof.
- Lift systems are generally used to be able to carry persons or objects in a usually vertical direction within existing buildings.
- an elevator car can be used by means of a suspension device, such as one or more ropes or belts are displaced within a hoistway.
- the elevator system Before the elevator system can be operated in its normal mode of operation, it may already be installed in the building during a construction phase during which a building is not yet finished. It is then possible that the elevator system is already used during the construction phase for the transport of people and / or material, and that it grows with you during the construction of the building. In this way, during the construction phase, for example, to separate external lifts, which would be to install, for example, on an outside of the building, be dispensed with.
- a part of guide rails and an elevator car in the elevator shaft provided for the elevator shaft are already mounted at a time when only one or more lower floors of the building have been completed.
- the elevator car and other components of the elevator system such as e.g. a counterweight can typically be hanged by means of the suspension to a lifting platform.
- a drive machine can be provided, which can displace the support means, for example by means of a traction sheave.
- Lifting platform can be raised for example by crane or other means to a next higher level to extend the transport path of the elevator system.
- the guide rails and / or holding rails of the elevator system provided for guiding the lifting platform can be successively mounted in the elevator shaft during the construction phase of the building, and the lifting platform can be attached to the guide rails or support rails as required transported above.
- the lifting platform can then be fixed at a desired higher position, for example with struts that can be pushed out of the lifting platform, for example, into openings in the walls of the elevator shaft.
- WO 2015/003964 AI shows an example of a climbing lift system.
- an elevator installation which has at least one elevator shaft and typically also at least one elevator car, a lifting platform and a suspension device.
- the elevator car is held by the support means and can be displaced by means of the support means within the hoistway.
- the support means in turn is held on the lifting platform, for example, firmly anchored or extending over a roller.
- a protective roof is provided in the elevator shaft, preferably above the lifting platform.
- Such a protective roof is sometimes referred to as a crash deck.
- the protective roof is preferably above to be protected components of the lifting platform or above a working plane, for example, the pit, arranged.
- the canopy has a central roof construction and a peripheral flank construction.
- Flank construction has flank walls, which are attached to the roof structure, preferably on lateral edges of the roof construction, and which inclined towards a horizontal inclined from the central roof construction are arranged outwardly projecting.
- an elevator installation according to the invention generally has an elevator car in which persons or objects can be transported.
- the elevator car is usually vertically displaceable within the elevator shaft.
- the elevator car is held by the support means such as ropes or belts and the support means is in turn held on the lifting platform located further up.
- the lifting platform is thus designed, on the one hand, to hold the weight of the elevator car and possibly also a counterweight, likewise fastened to the suspension element, by means of the support means held on it.
- the support means should be held on the lifting platform so that they can be relocated and thus held on the suspension means elevator car can also be relocated.
- a drive machine which serves to drive the suspension element can be arranged on the lifting platform.
- the prime mover can drive a traction sheave in a rotating manner and the carrying means can be placed around the traction sheave in order to be able to be displaced therefrom.
- only deflection rollers can be provided on the lifting platform around which the suspension element is wound, and a drive machine can be arranged at another position within the elevator shaft or within a machine room in order to be able to displace the suspension element.
- Other configurations in which the support means on the lifting platform fixed or held relative to this displaceable can be used.
- Embodiments of the elevator system proposed herein differ from conventional elevator systems, in particular by the protective roof to be provided in the elevator shaft and its specific configuration.
- the protective roof is intended to protect components of the lifting platform located below the protective roof, in particular against falling objects falling from above and possibly also dirt or water. Even persons located below the protective roof in the elevator shaft can be protected.
- Lifting platform is designed to be temporarily attached to different positions within the hoistway, that is, when the elevator system as
- Climbing lift system is designed to be used during a construction phase in a building and grow during this construction phase by successively moving the lifting platform quasi with the building. During such a construction phase, the elevator shaft in the building is typically still open at the top.
- the lifting platform is typically not located at a highest point of the building or at least the hoistway, as is typically the case with completed buildings. Therefore, there may be an increased risk that objects coming from further up in the building, such as, for example, screws or tools, accidentally fall into the elevator shaft and thus damage components of the elevator installation, in particular the lifting platform or any prime mover possibly arranged there. sensitive
- Components of the lifting platform or the engine can also be damaged by coming from above dirt or water, such as rain.
- Climbing lift systems provide a protective roof above components to be protected.
- Elevator shaft often meant that when moving the lifting platform within the elevator shaft, a considerable additional effort alone by doing this first necessary dismantling and then after relocation necessary new mountings of the protective roof could arise.
- the central roof construction can be arranged above central areas of the lifting platform and cover these.
- the central roof structure may be configured and dimensioned to be e.g. does not need to be dismantled when the lifting platform is to be relocated within the hoistway.
- the central roof structure may be sized such that its edges are sufficient from sidewalls of the hoistway, i. For example, at least 10cm, preferably at least 30cm, are spaced apart.
- the central roof construction may, for example, a plate made of a sufficiently stable material, for example a metal plate with one for a
- Adjacent to the lateral edges of the central roof construction are each followed by areas of the peripheral flank construction.
- Flank construction is thus arranged predominantly in areas between the central roof construction and surrounding side walls of the elevator shaft.
- the peripheral flank construction covers these areas as much as possible.
- a combination of central roof construction and peripheral flank construction thus covers wide areas of the cross section of the hoistway.
- any remaining gaps between the flank construction and The walls of the elevator shaft should be as small as possible so that no objects of significant size can pass through them. Components or persons located underneath the protective roof are thus well protected against falling objects.
- flank construction of the protective roof is designed in a special way. It has flank walls at the lateral edges of the central
- flank walls protrude from the roof construction towards the outside, that is, toward a respective adjacent wall of the elevator shaft.
- the flank walls are not aligned horizontally, but extend at an angle inclined to the horizontal.
- the protective roof does not extend horizontally, in particular at its lateral edges formed by the flank walls, but inclined to the horizontal, preferably at an acute angle.
- the inclined arrangement of the flank walls can advantageously have the effect that forces acting on the protective roof locally at its edge and caused by falling objects can be reduced.
- a falling object does not bounce on a horizontally extending portion of the protective roof and thus transmits there locally a significant impulse. Instead, the falling object bounces off the sloped flank wall and becomes sideward, i. as far as the central roof construction, distracted.
- only a modest amount of momentum impulse is exerted on the flank wall in the lateral region of the protective roof, on the other hand, the effect on the flank wall force effected in an advantageous manner such that the force can be well derived on the central roof construction or on the side walls.
- Flank construction can be achieved that a mechanical stability of the protective roof can be improved, especially in these vulnerable edge areas.
- the fact is taken into account that especially in these marginal areas, the risk that the canopy is hit by falling objects, is particularly high and that on the other hand, it is difficult, the canopy in these edge areas sufficiently stable to construct.
- the protective roof can thus be made sufficiently stable with relatively little design effort.
- flank walls are fastened with their lower end regions to the roof construction.
- the flank walls are secured at the bottom to the edges of the central roof structure and then protrude obliquely upwards from the central roof structure.
- the inclined arranged flank walls can thus form a kind of funnel, so that objects falling from above onto the flank walls are deflected towards the central roof construction and can be collected there.
- the flank walls are arranged at an angle of between 20 ° and 70 °, preferably between 30 ° and 60 °, more preferably between 40 ° and 50 °, to the horizontal.
- Flank walls aligned at such an acute angle to the horizontal can, on the one hand, well deflect falling objects without themselves becoming overly mechanically stressed. The larger the angle to the horizontal is selected, the smaller are the forces exerted on the flank walls during the impact.
- the inclined flank walls at such a higher selected angle to the horizontal must be made wider to an area between a central roof construction and the walls of the
- Bridge shaft to be able to bridge.
- the inclined flank walls should not be excessively wide for the sake of the lowest possible material consumption. The smaller the angle to the horizontal, the narrower it is
- Flank walls can cover this area.
- flank walls can be flat, for example in the form of flat sheets. In this case, their angle to the horizontal is clearly defined. But the flank walls can also be bent in itself, so that one and the same flank wall may include different, inclined at different angles to the horizontal areas. By “the angle to the horizontal” in this case an average angle to the
- the peripheral flank walls are reversibly detachably fastened to the central roof construction.
- the canopy can be completely re-assembled, that is, the flank walls are attached to the roof structure.
- flank walls may be advantageous to fasten the flank walls to the central roof structure by means of a fastening construction, wherein the fastening structure is designed to releasably secure fastening of the flank walls and to positions spaced apart from a respective edge of the roof construction ,
- flank walls may be provided for attaching the flank walls to the roof construction, a special mounting structure, which on the one hand allows to fix the flank walls releasably attached to the central roof construction, and on the other hand configured such that the flank walls at different positions relative to the edge the central roof construction can be fixed.
- flank wall can thus be moved closer to or farther away from the respective edge of the roof construction as required
- Flank walls for example, be adapted to locally changing conditions within the elevator shaft.
- the mounting structure should advantageously allow infinitely variable positioning of the respective flank wall.
- the fastening structure can have a reversibly detachable and fixable tongue and groove connection which, in an open state, holds the flank wall in only at least one spatial direction, preferably in two spatial directions, and which in one fixed state holds the flank wall in three Spatial directions holds.
- a flank wall can be fastened to the roof construction with a fastening device designed as a tongue and groove connection.
- the tongue and groove connection should be both stable fixable and reversible solvable.
- the tongue and groove connection holds the flank wall stable in position, so that the flank wall can not move significantly in any direction in space.
- the flank wall In the fixed state, the flank wall is thus held in three mutually orthogonal spatial directions.
- the spatial definition of the flank wall can be effected both by positive engagement and by frictional connection, which are caused by the tongue and groove connection.
- the tongue and groove connection should be able to be solved reversibly, wherein in an open state, the flank wall is held only in two spatial directions, preferably by positive engagement, and thus along one of these two
- Spaces orthogonal direction can be shifted.
- this third, in the open state freely displaceable spatial direction extends orthogonal or at least obliquely transverse to the edge of the central roof construction.
- flank wall can be moved orthogonal or obliquely to this edge of the central roof construction with released tongue and groove connection.
- Displaceability of the lateral flank walls can be used inter alia to temporarily move the flank walls towards the center of the roof construction, for example, the roof construction together with the lifting platform within the
- Elevator lift can lift higher.
- the flank walls need not be completely removed, but it may be sufficient to solve the tongue and groove connection and to move the flank walls only to the inside, but they are still held in the other two spatial directions.
- the flank walls can then move outwards again to walls of the elevator shaft, are pushed and then the tongue and groove connection are established.
- flank walls are to be fastened to the roof construction in a position and orientation in which edge regions of the flank walls which are arranged opposite to end regions of the flank walls fastened to the roof construction are less than 30 mm, preferably less than 10 mm, of side walls of the elevator shaft. are spaced.
- the flank walls may be secured to the roof construction in a position and orientation in which edge regions of the flank walls, which are disposed opposite end portions of the flank walls secured to the roof structure, are disposed adjacent the sidewalls of the hoistway.
- flank walls themselves, as well as the fastening structures used to secure them to the roof construction, can be configured such that each of the flank walls can be secured in position and orientation to the roof structure in which the flank wall extends almost to an adjacent side wall of the roof Elevator shaft extends.
- To the central roof construction directed end portions of the flank walls are attached to the roof construction. Edge regions opposite to these end regions extend to just in front of the adjacent wall of the elevator shaft, so that any remaining gap between the flank wall of the protective roof and the side wall of the elevator shaft is very small, in particular smaller than 30 mm, and thus heavy objects can hardly fall through such gaps ,
- Edge regions of the flank walls which are arranged opposite to the roof structure fixed end portions of the flank walls, abut against side walls of the elevator shaft.
- flank walls should be able to be fastened to the central roof structure in such a way that their outer edge areas do not remain spaced from the respectively adjacent side wall of the hoistway, but can mechanically abut against it.
- the flank wall can thus with its outside Supporting edge region on the side wall of the elevator shaft. This can further increase a mechanical strength of the flank wall. For example, on impact of a falling object on a flank wall occurring forces on the one hand in the central roof construction, on the other hand, but also partly in the contacted by the flank wall side wall of the elevator shaft are derived.
- the flank construction has corner constructions.
- a corner construction has two corner flank walls which are at an angle to one another and are fastened to one another along an edge and in each case inclined relative to the horizontal.
- flank construction may have special corner constructions.
- Each corner construction has two corner flank walls.
- Edge flank walls adjoin one another at one edge and are fastened to one another along this edge.
- An attachment of the two corner flank walls can be reversible or irreversible.
- the two corner flank walls along the edge can be reversibly screwed together or, preferably, irreversibly welded together, riveted or the like.
- the corner flank walls are designed and connected to one another in such a way that they are arranged at an angle relative to one another and both are arranged inclined relative to the horizontal.
- a corner construction may have a shape of a corner of an upwardly opening, angular funnel.
- corner constructions can be provided as separate components, which are each independent of each other and / or independent of other parts of the
- a corner construction may be provided by means of a
- Corner mounting structure to be attached to the roof construction.
- Eckbefest onlyskonstrument can thereby be designed to releasably secure the corner structures and at different from a respective corner of the
- Roof construction to be detachably fastened at different positions.
- the positions can be more or less close to a respective corner of the
- Roof construction lie.
- a corner construction fastened to the roof construction in its lower end regions can then protrude beyond the edges of the roof construction near the respective corner with its inclined edge walls arranged inclined to the horizontal and extend into one of side walls of the roof
- a corner construction can fill as completely as possible a corner of the elevator shaft in the mounted state.
- a lateral distance between the corner construction and a respective side wall of the hoistway may be less than 30mm.
- the corner construction with its cantilever edge abut the respective side walls of the elevator shaft.
- the corner fastening construction can have a reversibly detachable and fixable tongue and groove connection.
- This tongue and groove connection in an open state, similar to the above-described tongue and groove connection, hold the corner construction in only at least one spatial direction, preferably in two spatial directions, and hold the corner construction in three fixed directions in three spatial directions ,
- a tongue and groove connection can be used to releasably secure a corner construction to the central roof structure such that the corner construction in the open state of the tongue and groove connection along the central roof construction toward or away from a corner the same can be moved.
- the corner constructions can thus be temporarily shifted, for example, to the center of the central roof structure in order to be able to relocate the lifting platform together with the protective roof, for example.
- the canopy can be mounted again so that it is the cross section of the Lift shaft essentially completely covered.
- Corner structures are pushed outwards to the corners of the elevator shaft and then the tongue and groove connection are established.
- the flank walls can have a wall thickness of at least 3 mm, preferably at least 5 mm.
- a sufficiently high mechanical strength of the flank walls can be achieved.
- it can be achieved that flank walls can not be easily penetrated by falling objects.
- flank walls are made of metal or a composite material provided with a metal layer.
- the flank walls can in principle consist of any sufficiently mechanically stable material such as, for example, plastic, plastic composite materials, wood,
- Wood composite materials or the like are considered advantageous to form the flank walls of metal or at least with a metal layer, since on the one hand sufficient mechanical strength, but on the other hand, a simple production can be achieved with low manufacturing and material costs.
- FIG. 1 shows a side sectional view through an elevator system according to a
- FIG. 2 is a perspective view from above of a protective roof of a
- FIG. 3 shows a perspective view from above of a protective roof of an elevator installation according to an embodiment
- Fig. 4 (a) shows details and a mounting operation for the canopy shown in Fig. 3;
- Fig. 4 (b) is an enlarged view of a portion of Fig. 4 (a);
- Fig. 4 (c) is a sectional view taken along the line A-A of Fig. 4 (b).
- Fig. 1 shows an elevator system 1 in the form of a climbing lift system according to a
- the elevator installation 1 comprises an elevator shaft 3 in which an elevator cage 5 and a counterweight 7 are accommodated.
- the elevator car 5 and the counterweight 7 are held by means of a support means 9 on a lifting platform 11.
- the support means 9 typically comprises several ropes or belts.
- the lifting platform 11 is fixed at least temporarily firmly in the elevator shaft 3. At the lifting platform 11 are
- Attachment points 13 attached to which ends of the support means 9 are held firmly. Furthermore, a drive machine 15 is provided on the lifting platform 11. This drive machine 15 drives a traction sheave 17 rotating. The support means 9 is wound around the traction sheave 17 and thus can be displaced by the rotating traction sheave 17, whereby the elevator car 5 and the counterweight 7 within the
- Elevator shaft 3 can be moved in opposite directions.
- the elevator installation 1 is designed to be used already during a construction phase in a building. This means that the elevator installation 1 can already be operated if the building receiving it is only partly completed. After certain construction steps, the lifting platform 11 can within the
- Lift shaft 3 are shifted upward and thus the elevator system 1 with the building "grow along.” To move the lifting platform 11 can hereby
- Anchors 19 (shown only very schematically) are temporarily solved, then the lifting platform 11 are raised, for example by means of a crane and, where appropriate, the support means 9 are suitably extended and finally the Lifting platform 11 are anchored in its new position in the elevator shaft 3 again.
- Protective roof 21 is provided, which should act as a crash deck.
- the protective roof 21 is supported in the illustrated example via supports 31 on a support plate 33 of the lifting platform 11 and spans over the components to be protected large parts of the cross-sectional area of the elevator shaft 3.
- the protective cover 21 due to its geometric configuration as well as due to the choice of materials for its components is designed such that it has sufficient stability to be able to protect the underlying components to be protected against objects falling down from above, such as typically screws, tools, smaller stones etc., for example during the installation of the guide rails.
- FIG. 2 Before taking a position on details of a protective roof 21 for an elevator installation according to the invention with reference to FIG. 3, a protective roof 21 'shown in FIG. 2, as conventionally used in elevator installations, will be briefly explained.
- the conventional protective roof 21 ' has a planar geometry substantially over its entire surface.
- Roof structure 23 'and the sheets 24' extend substantially in the same plane or in mutually parallel planes and are usually oriented horizontally.
- the sheets 24 ' serve to at least partially bridge or close an otherwise existing gap between the central roof construction 23' and walls 4 of the elevator shaft 3.
- protrusions for example in the form of guide rails, retaining clips, etc.
- the metal sheets 24 ' can protrude inwards in the elevator shaft 3 at some points, the metal sheets 24 'must be detached and removed from the central roof structure 23' before the lifting platform 11 together with the protective roof 21 ', for example another position within the hoistway 3 can be shifted.
- the loosening of the sheets 24 'and the subsequent re-attaching of the sheets 24' and in particular their precise alignment to bridge existing column, can be laborious and time consuming.
- the canopy 21 is similar to the conventional one described in FIG.
- Canopy 21 'a central roof construction 23.
- the central roof construction 23 is preferably flat and may consist essentially of one or more composite panels, for example metal panels or metal composite panels or sufficiently thick wooden panels.
- flank construction 25 Adjacent to lateral edges 30 of the roof construction 23, a flank construction 25 is provided.
- the flank construction 25 performs essentially the same tasks as the sheets 24 'of the conventional shown in FIG.
- the flank construction 25 is not made of horizontally arranged metal sheets 24 'as in the conventional protective roof 21'.
- End regions 28 are attached to the lateral edges 30 of the roof structure 23 and which protrude from there inclined to the horizontal 57 obliquely outwardly above.
- flank walls 27 are arranged at an angle ⁇ of typically between 40 ° and 50 ° to the horizontal 57.
- the flank walls 27 extend up to or at least just before an adjacent side wall. 4 the elevator shaft 3 and thus close a gap that would otherwise open between the central roof construction 23 and the side wall 4.
- flank walls 27 of the flank construction 25 can protect underlying components to be protected particularly well against falling objects.
- an object coming from above will first encounter one of the obliquely arranged flank walls 27. Since its mostly vertical fall direction occupies an acute angle with the inclined surface of the flank wall 27, the article will bounce off the flank wall 27 and move toward the center of the roof structure 23.
- an acute-angled rebounding 25 significantly lower forces are exerted on the flank construction than is the case for horizontally arranged sheets 24 ', as they were conventionally used in protective roofs 21'.
- an obliquely extending flank wall 27 may also be supported on an adjacent side wall 4 of the elevator shaft 3 during the impact.
- the flank construction 25 and its flank walls 27 may be composed of various components.
- the flank construction 25 has corner constructions 35 as well as side constructions 45.
- Each of the corner structures 35 has two Eckflanken purpose 37 aligned at an angle of, for example, 90 ° to each other.
- Each of the Eckflanken walls 37 may be formed by a flat sheet or a flat plate.
- the two corner flank walls 37 are attached to each other, for example, welded together, glued, riveted, bolted or the like. Both corner flank walls 37 are arranged inclined to the horizontal.
- a lower end region 28 of the corner flank walls 37 is bent in such a way that it extends substantially horizontally. At this lower end portion 28, each of the Eckflankenclaim 37 and thus the entire corner construction 35 attached to the central roof construction 23.
- the tongue and groove connection 29 comprises a screw 47 which is screwed into the central roof construction 23, and provided in the lower bent end portion 28 of the Eckflankenwand 37 slot 49. As long as the screw 47 is not tightened, the Eckflankenwand 37 in the direction of the slot 49, that is in the direction shown by the arrow 51 toward or away from a corner 59 of the central roof structure 23, to be moved.
- the tongue-and-groove joint 29 prevents movements of the corner flank wall 37. Due to this freedom of movement enabled by means of tongue and groove connection 29, the corner construction 35 can thus approach the center of the central roof construction 23 or, be moved away from this center to the outside to a corner of the elevator shaft 3. Once the corner construction 35 has been brought into a desired position, the screw 47 can be tightened and thus the tongue and groove joint 29 are fixed, so that the corner construction 35 is firmly fixed to the central roof structure 23 in all three spatial directions.
- the side structures 45 can be attached to the roof structure 23 and / or placed in a desired position.
- the side structures 45 can be formed, for example, with sheets or plates in their lower
- End regions 28 are similar to the Eckflankenon 37 bent and fixed by means of, for example, designed as tongue and groove joints 29 mounting structures on edges of the central roof construction 23.
- the side structures 45 can be moved transversely to an adjacent edge 30 of the central roof structure in a direction indicated by the arrow 53 and thus towards adjacent side walls 4 of the Elevator shaft 3 are relocated.
- the side structures 45 can preferably be displaced outwardly so far that their self-supporting edge regions 32 arranged opposite the lower end regions 28 abut the side walls 4 of the elevator shaft 3.
- FIGS. 3 and 4 also show other components of the elevator installation 1, such as a speed limiter 61, a cable cover 63 and a guide shoe cover 65, which, however, are immaterial to the understanding of the present invention.
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Types And Forms Of Lifts (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
- Cage And Drive Apparatuses For Elevators (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL17735456T PL3478620T3 (pl) | 2016-06-30 | 2017-06-28 | Instalacja dźwigowa, w szczególności w postaci samowznoszącego systemu dźwigowego, ze specjalnie wykonanym daszkiem ochronnym |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP16177324 | 2016-06-30 | ||
PCT/EP2017/065981 WO2018002132A1 (de) | 2016-06-30 | 2017-06-28 | Aufzuganlage, insbesondere in form eines kletterliftsystems, mit speziell ausgebildetem schutzdach |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3478620A1 true EP3478620A1 (de) | 2019-05-08 |
EP3478620B1 EP3478620B1 (de) | 2021-05-19 |
Family
ID=56292543
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17735456.0A Active EP3478620B1 (de) | 2016-06-30 | 2017-06-28 | Aufzuganlage, insbesondere in form eines kletterliftsystems, mit speziell ausgebildetem schutzdach |
Country Status (8)
Country | Link |
---|---|
US (1) | US11299372B2 (de) |
EP (1) | EP3478620B1 (de) |
CN (1) | CN109415186B (de) |
AU (1) | AU2017289215B2 (de) |
PL (1) | PL3478620T3 (de) |
RU (1) | RU2745638C2 (de) |
WO (1) | WO2018002132A1 (de) |
ZA (1) | ZA201807825B (de) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018002243A1 (de) * | 2016-06-30 | 2018-01-04 | Inventio Ag | Verfahren zum errichten einer aufzugsanlage mit einer anpassbaren nutzbaren hubhöhe |
BR112019006854A2 (pt) * | 2016-11-30 | 2019-06-25 | Inventio Ag | equipamento de elevador e processo para construção de um equipamento de elevador |
EP3388379A1 (de) * | 2017-04-10 | 2018-10-17 | KONE Corporation | Aufzugsanordnung und verfahren |
WO2019068469A1 (de) * | 2017-10-06 | 2019-04-11 | Inventio Ag | Verfahren zum errichten einer aufzugsanlage mit zunehmender nutzbarer hubhöhe |
CN116635322A (zh) * | 2020-12-29 | 2023-08-22 | 通力股份公司 | 电梯的构造装置 |
WO2023110709A1 (de) | 2021-12-14 | 2023-06-22 | Inventio Ag | In breite und tiefe verstellbares schutzdach zur montage in einem aufzugsschacht |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2739776A (en) * | 1953-08-14 | 1956-03-27 | Louis M Terando | Adjustable and expanding pallet |
FR1557755A (de) * | 1967-12-01 | 1969-02-21 | ||
US3851736A (en) | 1973-03-20 | 1974-12-03 | Westinghouse Electric Corp | Apparatus and method for installing elevator hoistway equipment |
GB1491218A (en) * | 1974-06-12 | 1977-11-09 | British Steel Corp | Stillages |
RU2033381C1 (ru) * | 1991-01-18 | 1995-04-20 | Александр Анатольевич Пастухов | Лифт-гольдер |
AU3637795A (en) * | 1994-09-08 | 1996-03-27 | Non-Compact, Inc. | System for mounting building panels |
US7635049B2 (en) * | 2002-12-02 | 2009-12-22 | Kone Corporation | Method and apparatus for installing an elevator during the construction of a building |
FI118644B (fi) * | 2006-11-17 | 2008-01-31 | Kone Corp | Menetelmä ja laitteisto konehuoneettoman hissin asentamiseksi rakennuksen rakentamisvaiheessa |
US8141683B1 (en) * | 2009-04-30 | 2012-03-27 | Wurtec Elevator Products & Services | Expandable platform |
CN202227711U (zh) * | 2011-07-29 | 2012-05-23 | 江苏汉中建设集团有限公司 | 建筑施工电梯冒顶硬性安全防护装置 |
EP2604565A1 (de) | 2011-12-14 | 2013-06-19 | Inventio AG | Aufzuganlage mit anhebbarer oberer Begrenzung des Wartungsbereichs |
EP2636629B1 (de) * | 2012-03-06 | 2015-05-06 | KONE Corporation | Verfahren für eine Aufzuganordnung |
RU2652340C2 (ru) * | 2013-07-10 | 2018-04-25 | Инвенцио Аг | Страховочное устройство для платформы |
CN203428702U (zh) * | 2013-09-12 | 2014-02-12 | 怡达快速电梯有限公司 | 一种电梯轿顶的装配结构 |
US20160325963A1 (en) * | 2013-12-31 | 2016-11-10 | Otis Elevator Company | A mobile car sheave shield |
CN204958069U (zh) * | 2015-08-04 | 2016-01-13 | 浙江鑫达电梯有限公司 | 一种新型散热隔温曳引电梯 |
CN205034926U (zh) * | 2015-10-19 | 2016-02-17 | 海宁虎霸重工有限公司 | 改进的大型吊笼施工升降机 |
-
2017
- 2017-06-28 RU RU2018145130A patent/RU2745638C2/ru active
- 2017-06-28 PL PL17735456T patent/PL3478620T3/pl unknown
- 2017-06-28 EP EP17735456.0A patent/EP3478620B1/de active Active
- 2017-06-28 WO PCT/EP2017/065981 patent/WO2018002132A1/de unknown
- 2017-06-28 AU AU2017289215A patent/AU2017289215B2/en active Active
- 2017-06-28 US US16/311,230 patent/US11299372B2/en active Active
- 2017-06-28 CN CN201780040858.2A patent/CN109415186B/zh active Active
-
2018
- 2018-11-20 ZA ZA2018/07825A patent/ZA201807825B/en unknown
Also Published As
Publication number | Publication date |
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ZA201807825B (en) | 2020-05-27 |
US20190193995A1 (en) | 2019-06-27 |
RU2018145130A (ru) | 2020-06-19 |
WO2018002132A1 (de) | 2018-01-04 |
AU2017289215A1 (en) | 2019-01-17 |
EP3478620B1 (de) | 2021-05-19 |
AU2017289215B2 (en) | 2020-04-30 |
US11299372B2 (en) | 2022-04-12 |
CN109415186A (zh) | 2019-03-01 |
PL3478620T3 (pl) | 2021-10-11 |
CN109415186B (zh) | 2020-10-09 |
RU2745638C2 (ru) | 2021-03-29 |
RU2018145130A3 (de) | 2020-09-24 |
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