EP3222573A1 - Frame-like elevator shaft structure - Google Patents
Frame-like elevator shaft structure Download PDFInfo
- 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
Links
Images
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)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Joining Of Building Structures In Genera (AREA)
- Cage And Drive Apparatuses For Elevators (AREA)
Abstract
Description
- 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 necessity of providing numerous screws and/or rivets makes the logistics involved in such a construction complicated. On the other hand, merely bringing constructional elements of such a frame-like elevator shaft into engagement with one another, without securing this engagement, leads to potentially unstable shaft structures as and thus hazardous.
- The invention seeks to simplify the logistics involved in the construction of a frame-like elevator shaft structure comprising a plurality of constructional elements.
- This is achieved by a frame-like elevator shaft structure comprising the features of claim 1, as well as a corresponding method for assembly of such a frame-like elevator shaft structure comprising the features of claim 7.
- 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. Herein, 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. Thus, for example, 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. Preferably, after a final element, for example the roof element of the shaft, is assembled, no other constructional element can be disassembled, without first disassembling this final element.
- The frame-like elevator shaft structure according to the invention 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.
- Preferably, the constructional elements are provided as profiled beams and/or panels and/or plates. Such elements can be easily manufactured from suitable metallic materials.
- Preferably, 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.
- According to a preferred embodiment, 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.
- Preferably, the constructional elements are provided as metallic elements, although other suitable materials may also be used.
- It is also possible that at least some 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.
- It should be noted that the previously mentioned features and the features to be further described in the following are usable not only in the respectively indicated combination, but also in further combinations or taken alone, without departing from the scope of the present invention.
- The invention will now be further described with reference to the accompanying figures.
-
Figure 1 shows a schematic perspective view of two constructional elements according to a first embodiment of the invention in a state of non-engagement, -
Figure 2 shows a part sectional view of the engagement mechanism of the two constructional elements ofFigure 1 , -
Figure 3 shows the constructional elements ofFigure 1 in a state of engagement, again in a schematic view, -
Figure 4 shows further constructional elements, in part in a state of engagement, according to a further embodiment of the invention, -
Figure 5 shows similar constructional elements as those ofFigure 1 andFigure 4 according to a second embodiment of the invention in a more detailed view, -
Figure 6 shows the constructional elements offigure 5 in an assembled state. - The principle of the invention can be realised in a plurality of ways. For example, with suitable constructional elements, it is possible to use only one type of element, i.e. such that for example the first, second and third elements essentially have the same shape. However, preferred embodiments of the invention will be described in the following, in which the first, second and third elements differ from one another in shape and/or function. Thus, a frame-like elevator shaft structure according to the now described preferred embodiments of the invention comprises various constructional elements of different shape.
- As examples,
Figures 1, 2 and 3 show, as constructional elements, C-beam elements 10 andpanel elements 12, which are engageable with one another. - In
Figure 4 , these 10, 12 are shown in a state of engagement together with further exemplary constructional elements, namely V-constructional elements beams 14, V-shaped panels 16 andblock plates 18. - These figures are schematically simplified. More details are shown in
Figures 5 and6 . - 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 andblock plates 18, joined together by an appropriate number of horizontally extending frame members, each comprising e.g. an C-beam 10 and apanel 12. Obviously, a frame-like elevator shaft structure can be provided in other forms, for example comprising non-horizontally extending C- or H-beams etc. - Referring back to
Figure 1 ,constructional element 10 is provided as an C-beam, comprising a profile with arear side 10a, upper andlower sides 10b, andfront side 10c. 10a, 10b, 10c are integrally formed as a continuous C-shaped profile.Sides -
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 andlower section 10b respectively. Both sections comprise anouter side 10e, especially visible inFigur 1 , and aninner side 10f, indicated inFigure 2 . - Upper and lower sections of
front side 10c are each provided with a plurality ofopenings 20. - According to a first embodiment, at least at one end constructional element or C-
beam 10 is provided with anend wall 10d, in which a plurality of hook shapedmembers 13 are provided. These hooks are adapted for interaction with openings in further constructional elements, as will be expanded on below. According to a second embodiment,end wall 10d can be provided with holes for interaction with screws and further constructional elements, as will be expanded on with reference tofigure 5 below. -
Constructional element 12 is formed as a panel member, and dimensioned so that the area it covers essentially corresponds to that defined byfront side 10c ofelement 10, i.e. the area of the upper and lower sections and the area in between, or, in other words, the area ofrear side 10a. -
Constructional element 12 is provided with a number of hook likeelements 12a (especially visible inFigure 2 ), also referred to as hooks in the following, the number of which corresponds to that ofopenings 20 in upper and lower portions ofside 10c. - The
hooks 12a are adapted and dimensioned for engagement with theopenings 20 ofelement 10. As can especially be taken fromFigure 1 , this engagement is achieved by first displacingelement 12 in a first direction A relative to element 10 (i.e. towards element 10), so that thehooks 12a penetrate theopenings 20. Subsequently, a relative movement of element 12 (and thushooks 12a) in a direction B (parallel tofront side 10c) is performed, so that the hooks engage theinner sides 10f of the upper and lower portions ofside 10c ofelement 10. Hereafter, the 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 fromelements Figure 2 . -
10 and 12 in this state of engagement form an essentially O-shaped beam, which is designated 15 in the following (see especiallyConstructional elements Figure 3 ). - Obviously, without any further measures,
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.constructional elements - In
Figure 4 , such further constructional elements are shown. Be it first referred to aconstructional element 25 provided as a V-shaped beam 25.Beam 25 can be provided with aconstructional element 14 provided as an essentially V-shaped profile member, engageable by aconstructional element 16 provided as a V-shaped panel. These can be provided for example by bending 10 and 12 along their respective lengths.constructional elements - The mechanism for bringing
14 and 16 into engagement essentially corresponds to that described above for bringingelements 10 and 12 into engagement, i.e.elements element 16 is provided with a number of hooks, which are inserted into openings provided inelement 20 by a displacement ofelement 16 in a third direction C, so that the hooks penetrate corresponding openings inelement 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 ofopenings 28 are formed. Theseopenings 28 are adapted for engagement with thehooks 13 provided in theend walls 10d ofelement 10 forming part of O-shapedbeam 15. This engagement is achieved by first displacing O-shapedbeam 15 in a fifth direction E relative tobeam 25, so that hooks 13 penetrateopenings 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. - In the completed construction, a
beam 25 is positioned at both ends ofbeam 15. Theend walls 10d ofelement 10 and theedges 12d ofelement 12 abut side faces 26 ofbeam 25 at both ends (only one end being shown infigure 4 ), so that a relative displacement of 10 and 12 in or against direction E is no longer possible.elements - In order to prevent a relative movement of
beam 15 as a whole in a direction G opposite to direction F) further measures are required. For example, the engagement ofhooks 13 with side faces 26 can be so tight that a relative displacement in direction G can not be achieved manually. A preferred means to prevent such a relative displacement of beam 15 n direction G relative tobeam 25 will be described further below referring tofigure 5 . - A relative displacement of
14 and 16, which together formmembers beam 25, is still possible in this state of engagement. In order to prevent such a relative displacement, ablock plate member 30 is provided, which is fixedly attached to the upper and/or lower end ofbeam 25, for example by means of screws or rivets. The shape ofblock plate member 30 corresponds to the profile shape or cross section ofbeam 25. After fixedly attachingblock plate member 30 to at least one end ofbeam 25, disengagement of 14 and 16 is no longer possible.elements - According to a preferred embodiment of the invention,
10, 12 are provided such that in the state of engagement with beam 25 a relative displacement betweenelements 10 and 12 and a relative displacement betweenelements beam 15 as a whole andbeam 25 as a whole is prevented. This aspect will now be described referring toFigures 5 and6 , which shows a second embodiment of the invention. - As already mentioned,
10, 12, 16, 26 are shown in greater detail inelements figures 5 and6 . - In
figure 5 , 10, 12, 16 and 26 are shown in a state before engagement with one another. In this embodiment, the vertical beam comprises number ofelements beams 25, which abut at their ends (see especiallyFigure 6 ). Also provided is a joiningelement 50, which is to be arranged in the region where twoelements 26 abut. The joiningelement 50 is provided with a profile which can be inserted into the profiles ofelements 26. Be it noted that joiningelement 50 is optional. - According to this preferred embodiment,
end wall 10d of element 10 (for ease of reference shown outside ofelement 10 infigure 5 ) is provided with twoholes 10h, which for assembly are aligned withholes 26h provided inelement 26. Joiningelement 50 is also provided withholes 52, which at assembly come into alignment with 10h and 26h. By means of screws 40, which engageholes holes 10h 26h and 52,holes element 10 can be fixed to joiningelement 50 andelement 26. In this state, 12 and 16 are not yet in engagement withelements 10 and 26 respectively.elements - Subsequently, as also described above with reference to
figure 1 ,element 12 is brought into engagement withelement 10, thus forminghorizontal beam 15. According to this preferred embodiment, the length ofelement 12 in its longitudinal direction is slightly larger than thatelement 10, so that after engagement of 10 and 12 theelements edges 12d ofelement 12 project overend walls 10d at both ends ofbeam 15. Incase element 26 is provided with a corresponding shoulder,end wall 10d can engageelement 26 as described with reference tofigure 5 , whileedge 12d abutsshoulder 26s, as can be seen fromfigure 6 . Be it noted in this connection that according to this embodiment the relative movement of 10 and 12 to achieve engagement is first in direction A, and then in a direction B', corresponding to the longitudinal direction of theseelements 10, 12. Thus, hooks 12a' ofelements element 12 are adapted for engagement withelement 10 in direction B'. -
Figure 6 shows the situation in which 12 and 16 have been brought into engagement with the already assembledelements 10 and 26.elements Figure 6 thus shows the final state of assembly of these elements, i.e.horizontal beams 15 withvertical beams 25. Be it noted that in this state ofassembly joining element 50 is not visible as it is covered by the profiles of 16 and 26.elements - Thus, in the wording of the claims, a first constructional element (e. g. element 10) can be brought into engagement with a second constructional element (e. g. element 12). In this state of engagement, 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-shapedbeam 15, comprisingelements 10 and 12) is a disengagement of the first and second constructional elements no longer possible. Especially, 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. - Similarly, the V shaped
profile member 14 ofbeam 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.
Claims (12)
- Frame-like elevator shaft structure comprising a plurality of constructional elements, the constructional elements being adapted in such a way that a first constructional element (10; 14) brought into releasable engagement with a second constructional element (12;16) is disengageable from the second constructional element when a third constructional element (26, 25;30) is brought into engagement with the first constructional element (10;14) and/or the second constructional element (12;16).
- Structure according to any one of the preceding claims, wherein the constructional elements are provided as profiled beams (10,14,15, 25) and/or panels (12, 16) and/or plates (30).
- Structure according to any one of the preceding claims, wherein the constructional elements comprise hook like members (12a, 13) and/or openings (20, 28) into which the hook like members of another constructional element can be inserted.
- Structure according to any one of the preceding claims, wherein the hook like members (12a, 13) and the openings (20, 28) are adapted such that constructional elements can be engaged with one another by means of a first displacement, during which the hook like members of one constructional element are inserted into the openings of another constructional element, and a 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 members of the one constructional element engage a portion of the other constructional element, especially an inner side portion (10f) adjacent to the opening.
- Structure according to any one of the preceding claims, wherein the constructional elements are provided as metallic elements.
- Structure according to any one of the preceding claims, wherein at least some constructional elements are fixed to one another by means of screws and/or rivets.
- Method for assembly of a frame-like elevator shaft structure comprising a plurality of constructional elements, wherein a first constructional element is releasably engaged with a second constructional element, and subsequently a third constructional element is releasably or non-releasabley engaged with the first and/or the second constructional element such that the first constructional element can no longer be disengaged from the second constructional element.
- Method according to any one of preceding claim 7, wherein the constructional elements are provided as metallic elements.
- Method according to any one of preceding claims 7 to 8, wherein the constructional elements are provided as profiled beams and/or panels and/or plates.
- Method according to any one of preceding claims 7 to 9, wherein engagement and/or disengagement of the constructional elements comprises displacement of the constructional elements relative to each other.
- Method according to any one of preceding claims 7 to 10, wherein engagement and/or disengagement of the constructional elements to or from another is achieved by a first relative displacement, by which hook like members of one constructional element are inserted into openings of another constructional element, followed by a second relative 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 members of the one constructional element engage a portion of the second constructional element, especially an inner side portion, adjacent to the opening.
- Method according to any one of preceding claims 7 to 11, wherein at least some constructional elements are fixed to one another by means of screws and/or rivets.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP16161691.7A EP3222573B1 (en) | 2016-03-22 | 2016-03-22 | Frame-like elevator shaft structure |
| LTEP16161691.7T LT3222573T (en) | 2016-03-22 | 2016-03-22 | Frame-like elevator shaft structure |
| ES16161691T ES2820706T3 (en) | 2016-03-22 | 2016-03-22 | Rack Shaped Elevator Shaft Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP16161691.7A EP3222573B1 (en) | 2016-03-22 | 2016-03-22 | Frame-like elevator shaft structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP3222573A1 true EP3222573A1 (en) | 2017-09-27 |
| EP3222573B1 EP3222573B1 (en) | 2020-07-01 |
Family
ID=55646331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP16161691.7A Active EP3222573B1 (en) | 2016-03-22 | 2016-03-22 | Frame-like elevator shaft structure |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP3222573B1 (en) |
| ES (1) | ES2820706T3 (en) |
| LT (1) | LT3222573T (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ308008B6 (en) * | 2018-06-26 | 2019-10-16 | Skovajsa, Jiří | Stacked steel structure for lifting equipment |
| CN112962915A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Ring beam reinforced cold-formed thin-wall steel elevator shaft system |
| US12534342B2 (en) | 2021-05-07 | 2026-01-27 | Jiri SKOVAJSA | Component composed assembly of steel structure for lifting equipment |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3395501A (en) * | 1966-01-03 | 1968-08-06 | Harsco Corp | Hoist tower |
| EP1801063A1 (en) * | 2005-12-20 | 2007-06-27 | Inventio Ag | Elevator cab and construction method thereof |
| WO2014040941A1 (en) * | 2012-09-14 | 2014-03-20 | Daldoss Elevetronic S.P.A. | Lift |
-
2016
- 2016-03-22 LT LTEP16161691.7T patent/LT3222573T/en unknown
- 2016-03-22 EP EP16161691.7A patent/EP3222573B1/en active Active
- 2016-03-22 ES ES16161691T patent/ES2820706T3/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3395501A (en) * | 1966-01-03 | 1968-08-06 | Harsco Corp | Hoist tower |
| EP1801063A1 (en) * | 2005-12-20 | 2007-06-27 | Inventio Ag | Elevator cab and construction method thereof |
| WO2014040941A1 (en) * | 2012-09-14 | 2014-03-20 | Daldoss Elevetronic S.P.A. | Lift |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ308008B6 (en) * | 2018-06-26 | 2019-10-16 | Skovajsa, Jiří | Stacked steel structure for lifting equipment |
| 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 (en) * | 2018-06-26 | 2021-12-21 | Юрий Сковайса | Modular assembly of steel structure of lifting equipment |
| EP3807204A4 (en) * | 2018-06-26 | 2022-02-23 | Jiri Skovajsa | STEEL STRUCTURE COMPOSITE ASSEMBLY FOR LIFTING EQUIPMENT |
| US11873650B2 (en) * | 2018-06-26 | 2024-01-16 | Ji{hacek over (r)}í Skovajsa | Composite assembly of the steel structure for lifting equipment |
| CN112962915A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Ring beam reinforced cold-formed thin-wall steel elevator shaft system |
| US12534342B2 (en) | 2021-05-07 | 2026-01-27 | Jiri SKOVAJSA | Component composed assembly of steel structure for lifting equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| LT3222573T (en) | 2020-10-26 |
| EP3222573B1 (en) | 2020-07-01 |
| ES2820706T3 (en) | 2021-04-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9441657B2 (en) | Manufacture and method for forming structures and the structures resulting therefrom | |
| US7104024B1 (en) | Connector for connecting two building members together that permits relative movement between the building members | |
| US6385941B1 (en) | Simple lap beam | |
| US11008753B2 (en) | Corrugated bridging member | |
| JP6427163B2 (en) | Teardrop-notted and offset notched bridge connector | |
| US20100083606A1 (en) | Framing system of studs and rails connected together by adapter members | |
| EP3222573A1 (en) | Frame-like elevator shaft structure | |
| EP3361019A1 (en) | Fitting profile for prefabrication constructive system and assembly method of a fitting profile system | |
| AU2015200512B2 (en) | Bracing bridging member | |
| US3214888A (en) | Ship construction with wedge joint and the like | |
| US12116829B1 (en) | Fenestration assembly mull joints with improved strength and methods | |
| JP3385892B2 (en) | Elevator car room | |
| KR19990006842A (en) | Frame of steel house and joining structure of frame | |
| JP2000130047A (en) | Assembly structure of latticed construction | |
| AU2009100554A4 (en) | Construction of Trusses for Roofs and Floors | |
| JP4380516B2 (en) | Aluminum truss structure | |
| GB2273824A (en) | Cable Ladder | |
| JP2852489B2 (en) | Connection structure for tubular members | |
| EP3779213B1 (en) | Connection arrangement | |
| JP4864750B2 (en) | Joining hardware for steel house, joining structure and method of steel house structural material | |
| EP4153822B1 (en) | Dry-construction connector, dry-construction arrangement, kit and method for constructing a dry-construction ceiling | |
| AU2017245309B2 (en) | Corrugated bridging member | |
| JP2018178567A (en) | Partition wall and its construction method | |
| JP2010255179A (en) | Combination steel sheet pile and steel sheet pile wall using the combination steel sheet pile | |
| JPS5849329Y2 (en) | Assembly structure of surface lattice |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
| AX | Request for extension of the european patent |
Extension state: BA ME |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
| 17P | Request for examination filed |
Effective date: 20180326 |
|
| RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
| RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: THYSSENKRUPP HOME SOLUTIONS S.R.L. Owner name: THYSSENKRUPP AG |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
| 17Q | First examination report despatched |
Effective date: 20190326 |
|
| GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
| INTG | Intention to grant announced |
Effective date: 20200330 |
|
| GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
| RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: THYSSENKRUPP HOME SOLUTIONS S.R.L. |
|
| AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 1286014 Country of ref document: AT Kind code of ref document: T Effective date: 20200715 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602016038974 Country of ref document: DE |
|
| REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201001 |
|
| REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20200701 |
|
| REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 1286014 Country of ref document: AT Kind code of ref document: T Effective date: 20200701 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201102 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201002 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201001 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201101 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602016038974 Country of ref document: DE |
|
| REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2820706 Country of ref document: ES Kind code of ref document: T3 Effective date: 20210422 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| 26N | No opposition filed |
Effective date: 20210406 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
| REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20210331 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210322 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210322 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160322 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230526 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20250429 Year of fee payment: 10 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200701 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R081 Ref document number: 602016038974 Country of ref document: DE Owner name: TK HOME SOLUTIONS S.R.L., IT Free format text: FORMER OWNER: THYSSENKRUPP HOME SOLUTIONS S.R.L., PISA, IT |
|
| REG | Reference to a national code |
Ref country code: ES Ref legal event code: PC2A Owner name: TK HOME SOLUTIONS S.R.L Effective date: 20260318 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20260319 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20260324 Year of fee payment: 11 Ref country code: LT Payment date: 20260220 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20260319 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20260324 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20260320 Year of fee payment: 11 |