EP2895417B1 - Aufzug - Google Patents

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Publication number
EP2895417B1
EP2895417B1 EP13759735.7A EP13759735A EP2895417B1 EP 2895417 B1 EP2895417 B1 EP 2895417B1 EP 13759735 A EP13759735 A EP 13759735A EP 2895417 B1 EP2895417 B1 EP 2895417B1
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EP
European Patent Office
Prior art keywords
longitudinal
flat
wall
longitudinal wall
cross members
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EP13759735.7A
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English (en)
French (fr)
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EP2895417A1 (de
Inventor
Andrea VALANDRO
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Daldoss Elevetronic SpA
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Daldoss Elevetronic SpA
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Publication of EP2895417A1 publication Critical patent/EP2895417A1/de
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66BELEVATORS; ESCALATORS OR MOVING WALKWAYS
    • B66B11/00Main component parts of lifts in, or associated with, buildings or other structures
    • B66B11/0005Constructional features of hoistways

Definitions

  • the present invention relates to a lift intended to convey only things of various kinds, e.g. parcels, medicines, food, correspondence.
  • a lift of this type comprises a weight-bearing structure that has uprights connected by cross members and delimits a vertical shaft where a cab, driven by machinery, moves between two or more levels.
  • a lift is also known e.g. WO 2006/131947 A2 .
  • the installation of the weight-bearing structure often represents a critical aspect that entails the use of highly specialized human resources in order to carry out complicated and delicate operations.
  • one object of the invention is to realize a lift that is easy and rapid to install in any living context without the need to use highly specialized labour.
  • Another object of the invention is to provide a lift that can be made with standardized parts which simplify the logistics and management of codes and stock, and reduce the equipment necessary for installation.
  • a lift comprising a weight-bearing structure that internally delimits a vertical shaft for the movement of a cab, said weight-bearing structure comprising uprights rigidly connected to one another by cross members, and characterized in that each cross member has longitudinal walls which delimit a longitudinal cavity that is open toward the inside of the weight-bearing structure, there being provided, at the ends of said cross member, at least one fitting element and at least one flat tab for resting against a first or a second flat longitudinal wall of the uprights, said at least one fitting element and said at least one resting tab being made in one piece together with said longitudinal walls of the cross member, in that the uprights have a plurality of elements for engaging said at least one fitting element provided at a predetermined pitch along said first and second longitudinal walls, in that at the nodes of the weight-bearing structure where two cross members are connected at one of their ends to an upright, the tabs of the adjacent ends of the two cross members are fast
  • the lift comprises a weight-bearing structure which has uprights 1 connected by cross members 2 and delimits a vertical shaft 6 along which a cab (not shown) driven by machinery (not shown) can move.
  • the weight-bearing structure in particular has four identical uprights 1 vertically disposed at the vertices of a rectangle and each composed of one or more longitudinal sections 3, in this particular case a first lower longitudinal section 3 and at least a second upper longitudinal section 3, depending on the required height of the weight-bearing structure.
  • a foot 4 is applied to the lower section 3 of the uprights 1 in order to anchor the weight-bearing structure to the ground.
  • Each section 3 preferably consists of a steel profile.
  • the uprights 1 are connected by means of various series of cross members 2 disposed horizontally at varying distances from the ground.
  • Each cross member 2 is preferably formed from a single steel profile.
  • the cross members 2 are identical, except perhaps in length, as the weight-bearing structure can have a different proportion in its front and rear faces relative to its side faces.
  • Each series of cross members 2 comprises four cross members 2 disposed coplanarly, which create a loop connecting the four uprights 1. For each series of cross members 2, therefore, there are four connection nodes, at each of which an upright 1 is joined orthogonally to two adjacent cross members 2, which are in turn orthogonal to each other.
  • the upright 1 has a cavity 4 having a longitudinal opening 5 turned toward the shaft 6.
  • the cross member 2 has a cavity 7 having a longitudinal opening 8 turned toward the shaft 6.
  • the upright 1 more precisely comprises a first flat longitudinal wall 9, a second flat longitudinal wall 10 coplanar with the first flat longitudinal wall 9, from which it is separated by means of the longitudinal opening 5, a third flat longitudinal wall 11 and a fourth longitudinal wall 12.
  • the upright 1 has the configuration of a right prism with a right-angled cross section having the shape of a rectangular triangle.
  • the right-angled cross section of the prism in particular is open where its hypotenuse lies.
  • the first longitudinal wall 9, the second longitudinal wall 10 and the longitudinal opening 5 of the cavity 4 of the upright 1 define a first lateral face of the prism which comprises the hypotenuse of the right-angled triangular cross section of the prism
  • the third longitudinal wall 11 of the upright 1 defines a second lateral face of the prism which comprises a first cathetus of the right-angled triangular cross section of the prism
  • the fourth longitudinal wall 12 of the upright 1 defines a third lateral face of the prism which comprises a second cathetus of the right-angled triangular cross section of the prism.
  • the cross member 2 comprises a first flat longitudinal wall 13, a second and respectively a third flat longitudinal wall 14, 15 which extend orthogonally from a respective longitudinal edge of the first longitudinal wall 13, with which they delimit the open cavity 7, and a fourth and respectively a fifth flat coplanar longitudinal wall 16, 17 which extend orthogonally from the longitudinal edge of the third longitudinal wall 14 and respectively the fourth longitudinal wall 15 on the side thereof which is opposite the one turned toward the first longitudinal wall 13.
  • the cross member 3 has a tab 18 and fitting elements 19 at each of its ends.
  • the fitting elements 19 are flat and comprise teeth 20 that project coplanarly from the extension respectively of the second and third longitudinal walls 14, 15, whereas the tab 18 is flat and projects from the first longitudinal wall 13 with an angle of inclination toward the inside of the cavity 7.
  • each cross member 2 the resting tabs 18 and the fitting elements 19 are made in one piece together with the longitudinal walls 13, 14, 15, 16, 17, as shown in the figures.
  • Each cross member 2 in particular is made from bent sheet metal, in which the longitudinal walls 13, 14, 15, 16, 17, resting tabs 18 and fitting elements 19 are obtained by appropriately bending the sheet metal itself.
  • the cross member 2 like the upright 3, is a structural element dimensioned so as to also support vertical loads.
  • the upright 1 has a plurality of elements 21 for engaging the fitting elements 19, provided at a predetermined pitch along the first and second longitudinal walls 9, 10.
  • the engaging elements 21 comprise slots 22 that are orthogonal to the longitudinal direction of the upright 1 and open along the longitudinal edge of the longitudinal wall 9, 10 to which they belong.
  • connection node For each connection node there is provided a first fastening block 23 positionable in the cavity 7 of the two cross members 2 against the tab 18 of the adjacent ends thereof, a second fastening block 24 positionable in the cavity 4 of the upright 1 against the first and second longitudinal walls 9 10 thereof, and a fastening screw 25 that can be disposed through the longitudinal opening 5 of the cavity 4 of the upright 1 so as to connect the first fastening block 23 and the second fastening block 24 and can be adjusted to fasten the tabs 18 of the adjacent ends of the two cross members 2 and the first and second longitudinal walls 9, 10 between the first and second fastening blocks 23, 24.
  • the fastening screw 25 has a head 26 positionable in abutment against a flange 27 provided on the first fastening block 23 and a threaded rod 28 which can be freely disposed through a hole 29 in the first fastening block 23 and screwed into a threaded hole 30 in the second fastening block 24.
  • the first fastening block 23 has a wedge shape that can be fitted between the first longitudinal wall 13 of a cross member 2 and the first longitudinal wall 13 of the other cross member 2 so as to create a deformation thereof, necessary in order to make up for constructive tolerances and strengthen the fit of the teeth 20.
  • the junction node is created by fitting the teeth 20 of the two adjacent ends of the two cross members 2 into the respective slots 22 in a bayonet-type fashion.
  • the tabs 18 are disposed flat in contact respectively with the first longitudinal wall 9 of the upright 1 and the second longitudinal wall 10 of the upright 1, whereas the first wall 13 of a cross member 2 is disposed complanarly with the third longitudinal wall 11 of the upright 1 and the first wall of the other cross member 2 is disposed complanarly with the fourth longitudinal wall 12 of the upright 1.
  • the first fastening block 23 is positioned in the cavity 7 of the two cross members 2, the second fastening block 24, connected to the first fastening block 23 by means of the fastening screw 25, is disposed with its longitudinal axis initially oriented orthogonally to the longitudinal axis of the first block 23 and is introduced into the cavity 4 of the upright 1 through the opening 5.
  • the second block 24 being rotated by 90°, passes behind the teeth 20 and is then brought back against the walls 9 and 10 as a result of the rotation of the fastening screw 25.
  • the second block 24 since the further rotation of the second fastening block 24 is impeded by the friction against the walls 9 and 10, the second block 24 translates toward the first fastening block 23.
  • the wedge effect is achieved since the angle of the inclined plane 31 provided by the first fastening block 23 is slightly different from the bending angle of the tab 18 relative to the first longitudinal wall 13 of the cross member 2.
  • connection node is created in the desired position along the upright 1 by appropriately selecting the slots 22 for the connection of the teeth 20 of the two cross members 2.
  • connection nodes present in the weight-bearing structure are made in a manner analogous to the one just described.
  • connection system makes it possible to install the cross members with preestablished distances between centres.
  • the snap-fit connection system is also entirely confined within the weight-bearing structure and consequently does not increase its overall dimensions and improves its aesthetic appearance.
  • the teeth 19 of the cross members 2 are always fitted within the triangular shape of the upright 3 without generating projections outside the structure itself.
  • connection of the cross members with a snap-fit system does not require systematic checking with a bubble level.
  • cross members can be fitted with special reinforcement profiles.
  • the hollow shape of the uprights 1 permits cables to be passed through them without the use of cable ties, contributing to improving the aesthetic appearance of the weight-bearing structure.
  • the upright 1 has a length that can be modulated by connecting a series of sections 3, as many as are necessary to obtain the desired height for the weight-bearing structure.
  • quick connect means comprising a longitudinal insert 32, positionable in part inside the open cavity 4 of a section 3 and in part inside the open cavity 4 of the other section 3.
  • the insert 32 comprises a longitudinal profile 37, preferably ⁇ -shaped, fixed flat against the base of which there is a flat longitudinal plate 33 which can in turn be positioned flat against the inner side of the first and second longitudinal walls 9, 10 of the two sections 3, and associated with a flat longitudinal counter plate 34 that can be positioned flat against the outer side of the first and second longitudinal walls 9, 10 of the two sections 3.
  • the longitudinal insert 32 in an intermediate position, has laterally protruding interfering members 35 engageable with respective striking seats 36 provided at the ends of the sections 3.
  • the interfering members 35 comprise in particular teeth 38, 39 which are set one above the other and extend coplanarly from the sides of the base of the profile 37 and the sides of the plate 33.
  • the striking seats 36 in contrast comprise grooves 40 that start from the end of the upright 1 and extend along the corner between the first wall 9 and third wall 11 and along the corner between the second wall 10 and fourth wall 12.
  • the width of the grooves 40 is substantially equal to the sum of the thicknesses of the plate 33 and of the base of the profile 37.
  • the counter plate 34 has at least one fin 41 for coupling to a seat (not shown) provided on the plate 33, for the temporary positioning thereof prior to the final fastening to the plate 33 with the screws 42.
  • the fastening screws 42 are positioned through holes (not shown) of the counter plate 34, the first and second longitudinal walls 9, 10 of the two sections 3, the plate 33 and the base of the profile 37, which are aligned when the interfering members 35 engage with the respective striking seats 36 and the fin 41 is engaged in the corresponding seat.
  • the particular construction of the quick connect means enables the length of the upright 1 to be extended using symmetrical sections which facilitate installation, as they do not have a "top” and a “bottom” coupling side and do not make it necessary to provide special starting sections at the base of the weight-bearing structure and end sections at the top of the weight-bearing structure.
  • the progressive assembly of the upright can also be carried out by a single installer, who will always have his hands free.
  • the support structure preferably includes panels to fill in the openings created between the uprights 1 and cross members 2.
  • An infill panel can be made in particular of sheet metal, and in such a case preferably comprises a main flat wall 44 positionable flush with the first longitudinal wall 13 of the upper and lower cross members 2 it is disposed between, a first flat resting wall 45 that extends orthogonally from the upper edge of the main wall 44 and can be rested flat against the third longitudinal wall 15 of the upper cross member 2, a second flat resting wall 46 that extends orthogonally from an edge of the first flat resting wall 45 and can be rested flat against the fifth longitudinal wall 17 of the upper cross member 2, a third flat resting wall 47 that extends orthogonally from the lower edge of the main wall 44 and can be rested flat against the second longitudinal wall 14 of the lower cross member 2, and a fourth flat resting wall 48 that extends orthogonally from an edge of the third flat resting wall 47 and can be rested flat against the fourth longitudinal wall 16 of the lower cross member 2.
  • the sheet metal infill panel 43 can be fixed from the inside of the weight-bearing structure by means of special clips 49 which join the wall 46 of the infill panel 43 to the wall 17 of the upper cross member 2 and the wall 48 of the infill panel 43 to the wall 16 of the lower cross member 2.
  • the infill panel 43 may also have ribbing to ensure adequate rigidity.
  • the infill panel can in fact be mounted from both the inside and outside of the weight-bearing structure, but fixed only on the inside of the weight-bearing structure. Installation is fast and simple thanks to the shape of the cross members and the uprights and above all thanks to the method of fixing without the use of screws, but only of clips. The overall dimensions of the weight-bearing structure remains unchanged since the infill panel is fitted flush with the weight-bearing structure itself.
  • the infill panel 43 is not provided with any additional parts for the anchorage thereof to the cross members 2 and uprights 3.
  • the infill panel can otherwise be made of glass and in such a case special means for fixing it to the cross member 2 can be provided; these comprise a longitudinal bracket 50 centrally exhibiting a transverse recess 51 with a shape mating that of the side of the cross member 2 turned toward the outside of the weight-bearing structure.
  • the bracket 50 can be directly fixed by means of bolts 53 to a fastening flange 52 positionable on the side of the cross member 2 turned toward the inside of the weight-bearing structure.
  • the bracket 50 comprises, at one of its longitudinal ends, a polygonal through hole 55 for a bolt 56 with a locknut, with which a first glass infill panel 57 can be fixed to the bracket 50, and at the other longitudinal end, a polygonal through hole 59 for a bolt 60 with a locknut, with which a second glass infill panel 57 can be fixed to the bracket 50.
  • the face of the bracket 50 with which the infill panel 57 can be associated is flat and in the position of the holes 55 and 59 it has bosses 63, 64 for supporting spacer bushings 61, 62 made of soft material in order to assure that the panel 57 rests planarly.
  • an L-shaped plate 65 having holes 66 in both of its wings for engaging buttons 67 provided in a groove 68 at the bottom of the recess 51, preferably having a depth equal to the thickness of the plate 65.
  • a first wing of the plate 65 is associated with the bracket 50 by engaging the buttons 67 in the respective holes 66, the bracket 50 is fitted on the outer side of the cross member 2 by mating the recess 51 with the outer side of the cross member 2, the bracket 50 is made to slide along the cross member 2 until the second wing of the plate 65 comes up against the cross member 2, the threaded part of the bolt 56, 60 is inserted through the hole 69 of the infill panel 57 and is tightened with the nut of the bolt 56, 60 wedged inside the hole 55, 59.
  • Each bracket 50 can support two infill panels 57, one below and one above the cross member 2.
  • the advantage of the means for fixing the glass infill panel 57 consists in the fact that they enable it to be fixed to the cross member 2 without there being a need to drill any holes in it.
  • bracket 50 has a recessed shape that mates perfectly with the shape of the cross member 2. This mating enables vertical loads to be supported.
  • bracket 50 is fixed to the cross member 2 by means of a specific sheet metal fastening flange 52 without there being a need to drill any hole in the cross member 2 itself.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • High-Pressure Fuel Injection Pump Control (AREA)

Claims (15)

  1. Aufzug, umfassend eine lasttragende Konstruktion, die innenseitig eine vertikale Welle für die Bewegung einer Kabine abgrenzt, wobei die lasttragende Konstruktion Pfosten (1) umfasst, die steif durch Querelemente (2) miteinander verbunden sind, dadurch gekennzeichnet, dass ein jedes Querelement (2) Längswände (13, 14, 15, 16, 17) besitzt, die einen Längshohlraum (7) abgrenzen, der zur Innenseite der lasttragenden Konstruktion offen ist, wobei an den Enden des Querelements (2) mindestens ein Befestigungselement (19) und mindestens eine flache Lasche (18) bereitgestellt sind, um gegen eine erste oder eine zweite flache Längswand (9, 10) der Pfosten (1) anzuschlagen, wobei das mindestens eine Befestigungselement (19) und die mindestens eine Anschlagslasche (18) zusammen mit den Längswänden (13, 14, 15, 16, 17) des Querelements (2) in einem Stück gefertigt sind, und dadurch, dass die Pfosten (1) eine Vielzahl an Elementen (21) aufweisen, um mit dem mindestens einen Befestigungselement (19) in Eingriff zu gelangen, bereitgestellt in einem vorgegebenen Abstand entlang der ersten und zweiten Längswand (9, 10), und dadurch, dass die Laschen (18) der angrenzenden Enden der zwei Querelemente (2) an den Knoten der lasttragenden Konstruktion, wo zwei Querelemente (2) an einem deren Enden mit einem Pfosten (1) verbunden sind, flach gegen die jeweilige erste oder zweite Längswand (9, 10) des Pfostens (4) festgespannt sind, und dadurch, dass ein erster Befestigungsblock (23) bereitgestellt ist, der im Hohlraum (7) der zwei Querelemente (2) gegen die Lasche (18) der zwei Querelemente (2) positioniert ist, wobei ein zweiter Befestigungsblock (24) im Hohlraum (4) des Pfostens (1) gegen die erste und zweite Wand (9, 10) des Pfostens (1) positioniert ist und mindestens eine Befestigungsschraube (25), die durch die Längsöffnung (5) des Hohlraums (4) des Pfostens (1) angeordnet ist, wobei die Befestigungsschraube (25) den ersten Befestigungsblock (23) und den zweiten Befestigungsblock (24) verbindet, sodass die Lasche (18) der zwei Querelemente (2) an der jeweiligen ersten oder zweiten Wand (9, 10) des Pfostens (1) befestigt wird.
  2. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Pfosten (1) die Konfiguration eines rechten Prismas mit einem rechtwinkligen Querschnitt aufweisen, aufweisend die Form eines rechtwinkligen Dreiecks, wobei der rechtwinklige Schnitt in dessen Hypotenuse offen ist, und dadurch, dass die erste Längswand (9), die zweite Längswand (10) und die Längswandöffnung (5) des Hohlraums (4) der Pfosten (1) eine erste Seitenfläche des Prismas definieren, die die Hypotenuse des rechtwinkligen Dreiecksschnitts umfasst, wobei eine dritte Längswand (11) der Pfosten (1) eine zweite Seitenfläche des Prismas definiert, die eine erste Kathete des rechtwinkligen Dreiecksschnitts umfasst, und eine vierte Längswand (12) der Pfosten (1) eine dritte Seitenfläche des Prismas definiert, die eine zweite Kathete des rechtwinkligen Dreiecksschnitts umfasst.
  3. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die Querelemente (2) eine erste flache Längswand (13) umfassen, die planparallel zur dritten oder vierten Längswand (10, 11) der Pfosten (1) ausgerichtet ist, sowie eine zweite und dritte flache Längswand (14, 15), die sich rechtwinklig von den Längskanten deren ersten Längswand (13) erstrecken, mit der sie deren offenen Hohlraum (7) definieren, und vierte und jeweilige fünfte flache planparallele Längswände (16, 17), die sich rechtwinklig von der Längskante deren zweiten und jeweils dritten Längswänden (14, 15) an deren Seite, die der entgegengesetzt angeordnet ist, die deren ersten Längswand (13) zugeordnet ist, erstrecken.
  4. Aufzug nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das mindestens eine Befestigungselement (19) flach ist und planparallel aus der Ausdehnung einer flachen Längswand (14, 15) der Querelemente (2) hervorragt.
  5. Aufzug nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die mindestens eine Lasche (18) mit einem gekrümmten Winkel aus der Ausdehnung einer ersten flachen Längswand (13) der Querelemente (2) hervorragt.
  6. Aufzug nach Anspruch 4 und 5, dadurch gekennzeichnet, dass der erste Block (23) eine Keilform aufweist, die auf die erste Längswand (13) der zwei Querelemente (2) wirkt, sodass deren Verformung erzeugt wird, die nützlich ist, um baulich bedingte Toleranzen auszugleichen und die Passung der Zähne (20) zu stärken.
  7. Aufzug nach einem der Ansprüche 3 bis 6, dadurch gekennzeichnet, dass er mindestens ein Metallblechpaneel (43) umfasst, um mindestens eine Öffnung der lasttragenden Konstruktion zu füllen, aufweisend eine flache Hauptwand (44), positioniert bündig abgeschlossen mit der ersten Längswand (13) der zwei Querelemente (2), zwischen denen sie eingesetzt ist, mindestens eine erste flache Anschlagswand (45, 47), die sich rechtwinklig von einer Kante der Hauptwand (44) erstreckt und jeweils gegen die zweite oder dritte Längswand (14, 15) von einem der zwei Querelemente (2) anschlägt, und mindestens eine zweite flache Anschlagswand (46, 48), die sich rechtwinklig von einer Kante der ersten flachen Anschlagswand (45, 47) erstreckt und gegen die vierte oder fünfte Längswand (16, 17) von einem der zwei Querelemente (2) anschlägt.
  8. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass er mindestens eine Klammer (49) umfasst, um das Metallblechfüllpaneel (43) zu fixieren, wobei die Klammer (49) die zweite flache Anschlagswand (46, 48) gegen die vierte oder fünfte Längswand (16, 17) von einem der zwei Querelemente (2) festspannt.
  9. Aufzug nach einem der Ansprüche 3 bis 8, dadurch gekennzeichnet, dass die Pfosten (1) aus Abschnitten (3) bestehen, die zusammengebaut werden können, sodass die Länge der Pfosten (1) geregelt wird, wobei Schnellverbindungsmittel zwischen Abschnitten (3) von Pfosten (1) bereitgestellt sind und einen Einsatz (32) umfassen, der wiederum eine flache Längsplatte (33) umfasst, die flach gegen die Innenseite der ersten und zweiten Längswand (9, 10) der Abschnitte (3) positioniert ist, und assoziiert mit einer flachen Längsgegenplatte (34), positioniert flach gegen die Außenseite der ersten und zweiten Längswand (9, 10) der Abschnitte (3).
  10. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass der Einsatz (32) ein Ω-förmiges Profil (37) umfasst, an dessen Basis die Platte (33) fixiert ist.
  11. Aufzug nach einem der Ansprüche 9 und 10, dadurch gekennzeichnet, dass der Einsatz (32) in einer Zwischenposition seitlich hervorspringende interferierende Elemente (35) aufweist, die mit jeweiligen streifenden Sitzen (36) in Eingriff gelangen können, bereitgestellt an den Enden der zwei Abschnitte (3).
  12. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass die streifenden Sitze (36) Rillen (40) entlang den Ecken der Abschnitte (3) umfassen.
  13. Aufzug nach einem der Ansprüche 4 bis 12, dadurch gekennzeichnet, dass er mindestens ein Glaspaneel (57) umfasst, um mindestens eine Öffnung der lasttragenden Konstruktion zu füllen, und Mittel zum Fixieren des Glasfüllungspaneels (57) an einem Querelement (2), wobei diese Mittel einen Längsbügel (50) umfassen, der mittig einen Eingriffsitz (51) an der Seite des Querelements (2) aufweist, gerichtet zur Außenseite der lasttragenden Konstruktion, wobei der Bügel (50) direkt an einem Befestigungsflansch (52) fixiert ist, positioniert an der Seite des Querelements (2), gerichtet zur Innenseite der lasttragenden Konstruktion.
  14. Aufzug nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass der Bügel (50) an einem jeden Längsende davon ein vieleckiges Durchgangsloch (55, 59) für einen Bolzen (56, 60) mit einer Sicherungsmutter besitzt, mit der mindestens ein Glasfüllungspaneel (57) am Bügel (50) fixiert werden kann.
  15. Aufzug nach einem der Ansprüche 13 und 14, dadurch gekennzeichnet, dass eine L-förmige Platte (65) zum Justieren des Abstands, an dem der Bügel (50) vom Pfosten (1) positioniert ist, bereitgestellt ist, aufweisend Löcher (66), um mit Knöpfen (67) in Eingriff zu gelangen, die in einer Rille (68) an der Unterseite der Vertiefung (51) bereitgestellt sind.
EP13759735.7A 2012-09-14 2013-09-09 Aufzug Active EP2895417B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT001531A ITMI20121531A1 (it) 2012-09-14 2012-09-14 Montacarichi
PCT/EP2013/068571 WO2014040941A1 (en) 2012-09-14 2013-09-09 Lift

Publications (2)

Publication Number Publication Date
EP2895417A1 EP2895417A1 (de) 2015-07-22
EP2895417B1 true EP2895417B1 (de) 2016-05-25

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EP (1) EP2895417B1 (de)
IT (1) ITMI20121531A1 (de)
WO (1) WO2014040941A1 (de)

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LT3222573T (lt) * 2016-03-22 2020-10-26 Thyssenkrupp Home Solutions S.R.L. Rėmo formos lifto šachtos konstrukcija
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US11332933B2 (en) * 2018-03-23 2022-05-17 Harsoyo Lukito Cross-struts for beam assemblies
CN108394797A (zh) * 2018-05-08 2018-08-14 中山天达电梯科技有限公司 一种电梯
IT201900008820A1 (it) * 2019-06-13 2020-12-13 Biagio Puzzolante Incastellatura metallica per ascensori e montacarichi con facciate di vetro continue
CN114988249A (zh) * 2021-03-01 2022-09-02 奥的斯电梯公司 对接机构、电梯井道模块及电梯系统

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4032726A1 (de) * 1989-11-09 1991-05-16 Trenkle Horst Gmbh Montageanordnung fuer glasfelder im bereich von personenaufzugsanlagen
JPH10265151A (ja) * 1997-03-24 1998-10-06 Nippon Light Metal Co Ltd エレベーター用カゴ室の壁
WO2002100751A1 (en) * 2001-06-12 2002-12-19 M.K.S. Engineering Pty. Ltd. Improvements in elevators
ITTR20050008U1 (it) * 2005-06-08 2006-12-09 Ciam Servizi Srl "sistema componibile per la realizzazione di strutture prefabbricate per vano ascensore"
FI119368B (fi) * 2007-06-13 2008-10-31 Kone Corp Hissikuilu
CN102143903B (zh) * 2008-09-02 2015-03-11 因温特奥股份公司 具有轻质玻璃板的电梯设备

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