EP3222573A1 - Rahmenartige aufzugsschachtstruktur - Google Patents

Rahmenartige aufzugsschachtstruktur Download PDF

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Publication number
EP3222573A1
EP3222573A1 EP16161691.7A EP16161691A EP3222573A1 EP 3222573 A1 EP3222573 A1 EP 3222573A1 EP 16161691 A EP16161691 A EP 16161691A EP 3222573 A1 EP3222573 A1 EP 3222573A1
Authority
EP
European Patent Office
Prior art keywords
constructional
elements
constructional element
engagement
hook
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
Application number
EP16161691.7A
Other languages
English (en)
French (fr)
Other versions
EP3222573B1 (de
Inventor
Fabio Sbrana
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TK Home Solutions SRL
Original Assignee
ThyssenKrupp AG
ThyssenKrupp Encasa SRL
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 ThyssenKrupp AG, ThyssenKrupp Encasa SRL filed Critical ThyssenKrupp AG
Priority to ES16161691T priority Critical patent/ES2820706T3/es
Priority to EP16161691.7A priority patent/EP3222573B1/de
Priority to LTEP16161691.7T priority patent/LT3222573T/lt
Publication of EP3222573A1 publication Critical patent/EP3222573A1/de
Application granted granted Critical
Publication of EP3222573B1 publication Critical patent/EP3222573B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F17/00—Vertical ducts; Channels, e.g. for drainage
    • E04F17/005—Lift shafts

Definitions

  • the inventions pertains to the field of frame-like elevator shaft structures.
  • Frame-like elevator shaft structures are known in the art. They usually comprise metallic constructional elements, which are screwed and/or riveted together in order to provide an elevator shaft frame.
  • the invention seeks to simplify the logistics involved in the construction of a frame-like elevator shaft structure comprising a plurality of constructional elements.
  • the structure according to the invention minimizes the requirement of screws and/or rivets, and thus simplifies logistics. Also, such a structure can be assembled faster and more efficiently than previous solutions.
  • the constructional elements interact in such a way that assembly can only be achieved in a certain order, this order having to be specifically reversed for disassembly.
  • Constructional elements brought into engagement with previously assembled constructional elements thus, in a form-fitting manner, block disassembly of previously assembled constructional elements.
  • the function of preventing unwanted disassembly which in previous solutions was performed by screws and/or rivets can now be performed by further constructional elements. This greatly reduces the number of parts required for the construction.
  • no other constructional element can be disassembled, without first disassembling this final element.
  • the frame-like elevator shaft structure comprises a plurality of constructional elements, the constructional elements being adapted in such a way that a first constructional element brought into releasable engagement with a second constructional element subsequently becomes disengageable from the second constructional element after a third constructional element is brought into engagement with the first constructional element and/or the second constructional element.
  • the constructional elements are provided as profiled beams and/or panels and/or plates. Such elements can be easily manufactured from suitable metallic materials.
  • the constructional elements comprise hook like members and/or openings into which the hook like members of other constructional elements can be inserted.
  • Hook like elements can be easily provided, for example by cutting and bending sections of the constructional elements. Openings can also be easily provided for example by cutting or punching the constructional elements.
  • the hook like members and the openings are adapted such that constructional elements can be engaged with one another by means of a first displacement, during which a hook like member of one constructional element is inserted into a corresponding opening of the another constructional element, and a subsequent second displacement in a second direction, which is different from the first direction, especially perpendicular to the first direction, by means of which the hook like member of the one constructional element engages a portion of the other constructional element, especially a rear side portion, adjacent to the opening.
  • the constructional elements are provided as metallic elements, although other suitable materials may also be used.
  • constructional elements are fixed to one another by screws and/or rivets. This measure is especially possible to fix a final part to the structure such that or other constructional elements, which had previously been assembled without any screws and/or rivets are then disengageable.
  • a frame-like elevator shaft structure according to the now described preferred embodiments of the invention comprises various constructional elements of different shape.
  • Figures 1, 2 and 3 show, as constructional elements, C-beam elements 10 and panel elements 12, which are engageable with one another.
  • a complete frame-like elevator shaft structure can be constructed, for example, from an appropriate number of vertically extending corner elements respectively formed of V-beams 14, V-panels 16 and block plates 18, joined together by an appropriate number of horizontally extending frame members, each comprising e.g. an C-beam 10 and a panel 12.
  • a frame-like elevator shaft structure can be provided in other forms, for example comprising non-horizontally extending C- or H-beams etc.
  • constructional element 10 is provided as an C-beam, comprising a profile with a rear side 10a, upper and lower sides 10b, and front side 10c. Sides 10a, 10b, 10c are integrally formed as a continuous C-shaped profile.
  • Front side 10c comprises two sections, i.e. an upper and lower section, each respectively extending at an angle of 90 degrees from the upper and lower section 10b respectively. Both sections comprise an outer side 10e, especially visible in Figur 1 , and an inner side 10f, indicated in Figure 2 .
  • Upper and lower sections of front side 10c are each provided with a plurality of openings 20.
  • At least at one end constructional element or C-beam 10 is provided with an end wall 10d, in which a plurality of hook shaped members 13 are provided. These hooks are adapted for interaction with openings in further constructional elements, as will be expanded on below.
  • end wall 10d can be provided with holes for interaction with screws and further constructional elements, as will be expanded on with reference to figure 5 below.
  • Constructional element 12 is formed as a panel member, and dimensioned so that the area it covers essentially corresponds to that defined by front side 10c of element 10, i.e. the area of the upper and lower sections and the area in between, or, in other words, the area of rear side 10a.
  • Constructional element 12 is provided with a number of hook like elements 12a (especially visible in Figure 2 ), also referred to as hooks in the following, the number of which corresponds to that of openings 20 in upper and lower portions of side 10c.
  • the hooks 12a are adapted and dimensioned for engagement with the openings 20 of element 10.
  • this engagement is achieved by first displacing element 12 in a first direction A relative to element 10 (i.e. towards element 10), so that the hooks 12a penetrate the openings 20. Subsequently, a relative movement of element 12 (and thus hooks 12a) in a direction B (parallel to front side 10c) is performed, so that the hooks engage the inner sides 10f of the upper and lower portions of side 10c of element 10.
  • the elements 10 and 12 are in a state of engagement such that a disengagement merely by a movement in a direction reverse to direction A is not possible. This can especially be taken from Figure 2 .
  • Constructional elements 10 and 12 in this state of engagement form an essentially O-shaped beam, which is designated 15 in the following (see especially Figure 3 ).
  • constructional elements 10 and 12 would still be disengageable by performing both relative relative displacements A, B described above in reverse order and direction. In order to prevent such a disengagement and provide a stable structure, according to the invention further constructional elements are used.
  • FIG 4 such further constructional elements are shown.
  • a constructional element 25 provided as a V-shaped beam 25.
  • Beam 25 can be provided with a constructional element 14 provided as an essentially V-shaped profile member, engageable by a constructional element 16 provided as a V-shaped panel. These can be provided for example by bending constructional elements 10 and 12 along their respective lengths.
  • the mechanism for bringing elements 14 and 16 into engagement essentially corresponds to that described above for bringing elements 10 and 12 into engagement, i.e. element 16 is provided with a number of hooks, which are inserted into openings provided in element 20 by a displacement of element 16 in a third direction C, so that the hooks penetrate corresponding openings in element 16, and brought into engagement with element 20 a by relative displacement in a fourth direction D perpendicular to the third direction C.
  • Beam 25 is provided with side faces 26 (formed by side faces of constructional element 14), in which a number of openings 28 are formed. These openings 28 are adapted for engagement with the hooks 13 provided in the end walls 10d of element 10 forming part of O-shaped beam 15. This engagement is achieved by first displacing O-shaped beam 15 in a fifth direction E relative to beam 25, so that hooks 13 penetrate openings 28, followed by a relative displacement in a sixth direction F which corresponds to fourth direction D, so that hooks 13 engage the inner side of side faces 26.
  • a beam 25 is positioned at both ends of beam 15.
  • the end walls 10d of element 10 and the edges 12d of element 12 abut side faces 26 of beam 25 at both ends (only one end being shown in figure 4 ), so that a relative displacement of elements 10 and 12 in or against direction E is no longer possible.
  • a relative displacement of members 14 and 16, which together form beam 25, is still possible in this state of engagement.
  • a block plate member 30 is provided, which is fixedly attached to the upper and/or lower end of beam 25, for example by means of screws or rivets.
  • the shape of block plate member 30 corresponds to the profile shape or cross section of beam 25.
  • elements 10, 12 are provided such that in the state of engagement with beam 25 a relative displacement between elements 10 and 12 and a relative displacement between beam 15 as a whole and beam 25 as a whole is prevented.
  • This aspect will now be described referring to Figures 5 and 6 , which shows a second embodiment of the invention.
  • the vertical beam comprises number of beams 25, which abut at their ends (see especially Figure 6 ).
  • a joining element 50 which is to be arranged in the region where two elements 26 abut.
  • the joining element 50 is provided with a profile which can be inserted into the profiles of elements 26. Be it noted that joining element 50 is optional.
  • end wall 10d of element 10 (for ease of reference shown outside of element 10 in figure 5 ) is provided with two holes 10h, which for assembly are aligned with holes 26h provided in element 26.
  • Joining element 50 is also provided with holes 52, which at assembly come into alignment with holes 10h and 26h.
  • element 12 is brought into engagement with element 10, thus forming horizontal beam 15.
  • the length of element 12 in its longitudinal direction is slightly larger than that element 10, so that after engagement of elements 10 and 12 the edges 12d of element 12 project over end walls 10d at both ends of beam 15.
  • end wall 10d can engage element 26 as described with reference to figure 5
  • edge 12d abuts shoulder 26s, as can be seen from figure 6 .
  • the relative movement of elements 10 and 12 to achieve engagement is first in direction A, and then in a direction B', corresponding to the longitudinal direction of these elements 10, 12.
  • hooks 12a' of element 12 are adapted for engagement with element 10 in direction B'.
  • Figure 6 shows the situation in which elements 12 and 16 have been brought into engagement with the already assembled elements 10 and 26.
  • Figure 6 thus shows the final state of assembly of these elements, i.e. horizontal beams 15 with vertical beams 25. Be it noted that in this state of assembly joining element 50 is not visible as it is covered by the profiles of elements 16 and 26.
  • a first constructional element e. g. element 10
  • a second constructional element e. g. element 12
  • the first and second constructional elements are easily disengageable. Only when a third constructional element (e. g. element 26 or beam 25) is brought into engagement with the first and/or second constructional element (O-shaped beam 15, comprising elements 10 and 12) is a disengagement of the first and second constructional elements no longer possible.
  • the third constructional element can be brought into engagement with the first constructional element before the first constructional element and the second constructional element are brought into engagement with one another.
  • V shaped profile member 14 of beam 25 can be considered a first constructional element in the above sense, the V-shaped panel 16 a second constructional element, and block plate member 30 a third constructional element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Cage And Drive Apparatuses For Elevators (AREA)
EP16161691.7A 2016-03-22 2016-03-22 Rahmenartige aufzugsschachtstruktur Active EP3222573B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
ES16161691T ES2820706T3 (es) 2016-03-22 2016-03-22 Estructura de pozo del ascensor en forma de bastidor
EP16161691.7A EP3222573B1 (de) 2016-03-22 2016-03-22 Rahmenartige aufzugsschachtstruktur
LTEP16161691.7T LT3222573T (lt) 2016-03-22 2016-03-22 Rėmo formos lifto šachtos konstrukcija

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16161691.7A EP3222573B1 (de) 2016-03-22 2016-03-22 Rahmenartige aufzugsschachtstruktur

Publications (2)

Publication Number Publication Date
EP3222573A1 true EP3222573A1 (de) 2017-09-27
EP3222573B1 EP3222573B1 (de) 2020-07-01

Family

ID=55646331

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16161691.7A Active EP3222573B1 (de) 2016-03-22 2016-03-22 Rahmenartige aufzugsschachtstruktur

Country Status (3)

Country Link
EP (1) EP3222573B1 (de)
ES (1) ES2820706T3 (de)
LT (1) LT3222573T (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ308008B6 (cs) * 2018-06-26 2019-10-16 Skovajsa, Jiří Skládaná sestava ocelové konstrukce pro zdvihací zařízení
CN112962915A (zh) * 2021-02-08 2021-06-15 斯迈普电梯(中国)有限公司 一种圈梁加强式冷弯薄壁型钢电梯井道体系

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3395501A (en) * 1966-01-03 1968-08-06 Harsco Corp Hoist tower
EP1801063A1 (de) * 2005-12-20 2007-06-27 Inventio Ag Aufzugskabine und Verfahren zum Montieren der Kabine
WO2014040941A1 (en) * 2012-09-14 2014-03-20 Daldoss Elevetronic S.P.A. Lift

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3395501A (en) * 1966-01-03 1968-08-06 Harsco Corp Hoist tower
EP1801063A1 (de) * 2005-12-20 2007-06-27 Inventio Ag Aufzugskabine und Verfahren zum Montieren der Kabine
WO2014040941A1 (en) * 2012-09-14 2014-03-20 Daldoss Elevetronic S.P.A. Lift

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ308008B6 (cs) * 2018-06-26 2019-10-16 Skovajsa, Jiří Skládaná sestava ocelové konstrukce pro zdvihací zařízení
WO2020001668A1 (en) 2018-06-26 2020-01-02 Skovajsa Jiri Composite assembly of the steel structure for lifting equipment
US20210269282A1 (en) * 2018-06-26 2021-09-02 Jirí SKOVAJSA Composite assembly of the steel structure for lifting equipment
RU2762583C1 (ru) * 2018-06-26 2021-12-21 Юрий Сковайса Сборный узел стальной конструкции подъемного оборудования
EP3807204A4 (de) * 2018-06-26 2022-02-23 Jiri Skovajsa Verbundanordnung der stahlkonstruktion für hebezeug
US11873650B2 (en) * 2018-06-26 2024-01-16 Ji{hacek over (r)}í Skovajsa Composite assembly of the steel structure for lifting equipment
CN112962915A (zh) * 2021-02-08 2021-06-15 斯迈普电梯(中国)有限公司 一种圈梁加强式冷弯薄壁型钢电梯井道体系

Also Published As

Publication number Publication date
EP3222573B1 (de) 2020-07-01
ES2820706T3 (es) 2021-04-22
LT3222573T (lt) 2020-10-26

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