Elevator systems, kits and methods

Abstract

The kit provides an elevator system that defines an elevator transport axis relative to an exposed vertical surface of a vertical structure. The kit includes an elevator platform, a rail segment module having elevator rail element(s), a base structure, and a rail segment stacking system. The rail segment modules can be stacked in a continuous succession via the rail segment stacking system to provide a mast stack to form a continuous vertical elevator rail(s) parallel to the elevator transport axis. The elevator platform can be transported along the mast stack via the vertical elevator rail. The base structure has a module receiving station that sequentially receives each rail segment module from a rail segment module source, supplies each rail segment module to the rail segment stacking system, enables on-site bonding and stacking of the supplied rail segment modules from the bottom up, provides a gradually expanding mast stack, and transports the gradually expanding mast stack vertically so that each rail segment module is gradually further away from the ground after being stacked therein.

Description

[Technical field]

[0001] The subject matter of this disclosure relates to elevator systems that are located externally to a building structure. [Background technology]

[0002] Access to tall buildings from the outside of the building may be necessary to evacuate the building in an emergency, for example if the building catches fire. While access up to a height of 64 metres of a building can be reached using conventional means, for example a fireman's ladder, external access to parts of a building higher than this is not conventionally possible without the use of an external lift or similar conveying device mounted on the outside of the existing building.

[0003] As a non-limiting example, U.S. Pat. No. 4,018,306 discloses an emergency building access system that allows easy access to a multi-story building in the event of a fire and allows rapid evacuation of occupants from multiple emergency exit options on each floor via vertical railroad tracks attached to the exterior walls of the building, each of which is coupled to a rail car, a mobile unit having its own power source, drive mechanism, and control system for the emergency.

[0004] Also by way of non-limiting example, U.S. Patent No. 4,664,226 discloses a building evacuation system consisting of at least one vertically disposed runner, preferably located on the exterior of the building, adapted to engage and support a removable power-driven platform carriage that moves from floor to floor to receive and transport trapped persons to a safety level. The driving force can be mechanical, electrical, manual, or a combination thereof.

[0005] Also, by way of non-limiting example, US Patent Publication No. 2016 / 362284 discloses a mobile lifting device for lifting and lowering one or more persons, which may include a lower tower section having a first lower sidewall and an opposing second lower sidewall. The device may also have an upper tower section coupled to the lower tower section and vertically translatable relative to the lower tower section, and a work platform translatable with the upper carriage. The work platform may have a work surface having a first surface portion, the first surface portion sized to accommodate at least one person standing on the first surface portion. The lifting assembly may be operable to raise and lower the upper tower section relative to the lower tower section. The upper tower section may be translatable to a lowered position in which the upper carriage and the first surface portion are laterally disposed between the first and second lower sidewalls.

[0006] Also, by way of non-limiting example, British Patent No. 2,099,789 discloses one or more guide rails having racks permanently fixed to a building to aid in evacuating and extinguishing fires in tall buildings. The lower end of the guide rail 10 may be provided with a separable platform, which may be provided with a drive for a pinion to allow the guide rail to be raised and lowered.

[0007] Also, by way of non-limiting example, WO 94 / 05587 discloses a platform lift in which the platform is mounted on at least one upright so that it can move vertically. The uprights consist of elements mounted one above the other. The platform is connected to the uprights by driven slides. To expand the range of application of the platform lift, the lift is fitted with more uprights than slides, and the slides and / or the columns have coupling devices designed to selectively connect the platform to different columns. Summary of the Invention

[0008] According to a first aspect of the subject matter of the present disclosure, there is provided a kit for providing an elevator system defining an elevator transport axis relative to an exposed vertical surface of a vertical structure, the kit comprising: an elevator platform; a plurality of rail segment modules; a base structure; and a rail segment stacking system; Each of the rail segment modules comprises a respective one or more elevator rail elements, the rail segment modules being configured to be stacked in succession relative to one another via the rail segment stacking system to provide a correspondingly gradually elongated mast stack, the respective elevator rail elements being mutually aligned to form at least one continuous vertical elevator rail parallel to the elevator transport axis, the rail segment modules being further configured to selectively fixedly engage with a vertical surface during operation of the elevator system; the elevator platform is configured to be selectively transported along the mast stack parallel to the elevator transport axis via at least one continuous vertical elevator rail during operation of the elevator system; the base structure is configured to be fixed relative to a ground zone adjacent a vertical surface, and configured to have a module receiving station configured to selectively receive each rail segment module in sequence from a rail segment module source and to feed each received rail segment module in sequence to a rail segment stacking system; The rail segment stacking system is configured to on-site couple and stack rail segment modules supplied to the rail segment stacking system from the module receiving station from the bottom up, thereby providing a gradually extending mast stack, and to selectively transport the gradually extending mast stack vertically and gradually further away from the ground zone after each rail segment module is coupled to and stacked in the rail segment stacking system.

[0009] Thus, according to this aspect of the subject matter of the present disclosure, a kit is provided for providing an elevator system that defines an elevator transport axis relative to an exposed vertical surface of a vertical structure. The kit includes an elevator platform, a rail segment module having elevator rail element(s), a base structure, and a rail segment stacking system. The rail segment modules can be stacked in a continuous succession via the rail segment stacking system to provide a mast stack to form a continuous vertical elevator rail(s) parallel to the elevator transport axis. The elevator platform can be transported along the mast stack via the vertical elevator rail. The base structure has a module receiving station that sequentially receives each rail segment module from a rail segment module source, supplies each rail segment module to the rail segment stacking system, enables on-site bonding and stacking of the supplied rail segment modules from the bottom up, provides a gradually extending mast stack, and transports the gradually extending mast stack to be gradually further away from the ground after each rail segment module is stacked thereon.

[0010] For example, the rail segment stacking system: - transporting a first rail segment module away from the module receiving station, thereby allowing a further rail segment module to be received by the module receiving station from a rail segment module source; - allowing successive rail segment modules delivered from the module receiving station to be coupled in sequence to the currently last delivered rail segment module, thereby stacking successive rail segment modules delivered from the module receiving station in a bottom-to-top direction to form an increasingly elongated mast stack, the mast stack having a gradually increasing vertical dimension correlated to the number of rail segment modules stacked in the mast stack; - transporting the mast stack including the just-coupled rail segment module away from the module receiving station, thereby allowing a further rail segment module to be received by the module receiving station.

[0011] Additionally or alternatively, for example, the rail segment stacking system may include a frame support configured to enable each rail segment module to be fed through the frame support from a module receiving station, and a drive system configured to gradually transport the gradually extending mast stack through the frame support during operation of the system.

[0012] In at least some examples, the drive system comprises a rack and pinion arrangement cooperating with the rail segment module, the drive system further comprising a motor drive system operably coupled to the rack and pinion system, the rack and pinion arrangement comprising a first plurality of rack elements and a second plurality of pinions, the rack elements being provided in the rail segment module and the pinions being provided in the frame support. For example, the pinions are rotatably mounted relative to the frame support and operably coupled to the motor drive system. Additionally or alternatively, for example, each rail segment module comprises at least one rack element corresponding to each pinion, the at least one rack element being provided in each elevator rail element such that when the rail segment modules are coupled and stacked in the mast stack, the respective rack elements corresponding to each pinion are aligned with one another to provide a corresponding at least one continuous rack member, thereby enabling the mast stack to translate in a linear direction in response to the pinions being rotated by the motor drive system.

[0013] In at least some other examples, the drive system includes a rack and pinion arrangement that cooperates with the rail segment module, the rack and pinion arrangement including a first plurality of rack elements and a second plurality of pinions, the rack elements being mounted to the frame support and the pinions being mounted to the rail segment module.

[0014] In at least some examples, the rail segment modules each include one or more respective guide rail elements configured to be aligned with one another to form one or more corresponding continuous guide rails as the rail segment modules are successively successively stacked relative to one another in an incrementally extending mast stack, and the rail segment stacking system includes a plurality of alignment rollers configured to cooperate with the one or more continuous guide rails to maintain the rail segment stacking system aligned relative to the mast stack.

[0015] In at least some examples, the rail segment stacking system is integrated with the elevator platform. For example, each continuous vertical elevator rail is provided by at least one continuous rack member. Additionally or alternatively, for example, the kit includes a locking mechanism for selectively locking and unlocking the elevator platform relative to the base structure, and in a respective locked configuration, the rail segment stacking system is operable to stack and transport the rail segment modules to provide a mast stack, and in a respective unlocked configuration, the rail segment stacking system is configured to selectively transport the elevator platform along the mast stack via the at least one continuous elevator rail during operation of the elevator system.

[0016] In at least some other examples, the rail segment stacking system is fixedly attached to the base structure and is independent of the elevator platform, e.g., the elevator platform is structurally and operationally independent with respect to the rail segment stacking system.

[0017] Additionally or alternatively, for example, each rail segment module is configured to be deployed between a stored configuration and a stacked configuration, where in the stored configuration each respective rail segment module has a compact form relative to the stacked configuration, where in the stacked configuration each respective rail segment module can be stacked with other rail segment modules to provide a mast stack. For example, in the stored configuration each respective rail segment module is surrounded by a first envelope that encloses a first volume, and in the stacked configuration each respective rail segment module is surrounded by a second envelope that encloses a second volume, the second volume being larger than the first volume.

[0018] Alternatively, for example, the rail segment modules may each be configured to have a fixed shape that can allow the rail segment modules to be stacked relative to one another to provide a mast stack.

[0019] Additionally or alternatively, for example, each rail segment module may have a first coupling arrangement at a first longitudinal end thereof and a second coupling arrangement at a second longitudinal end thereof, the first coupling arrangement of each rail segment module being configured to couple with the second coupling arrangement of another rail segment module, and the second coupling arrangement of each rail segment module being configured to couple with the first coupling arrangement of another rail segment module.

[0020] In at least some examples, each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship. For example, each structural member is in the form of a respective post extending along the axial length of the respective rail segment module. Additionally or alternatively, for example, each rail segment module comprises at least three structural members, each structural member in the form of a respective post having a post upper end and a respective post lower end. For example, each rail segment module comprises a first coupling member at one rail segment module end and a second coupling member at the other rail segment module end, each first coupling member configured to be selectively coupled with a respective second coupling member of another rail segment module, and each second coupling member configured to be selectively coupled with a respective first coupling member of another rail segment module.

[0021] In at least some examples, each rail segment module comprises a respective first rack element fixedly attached to the first structural member and a respective second rack element fixedly attached to the second structural member. For example, for each rail segment, the respective first structural member and the respective second structural member are in a fixed transversely spaced relationship. Additionally or alternatively, for example, each rail segment module comprises at least a third structural member laterally spaced from the first structural member and the second structural member by a segment transverse spacing. For example, for each rail segment, the respective first structural member and the respective second structural member are movably attached to the respective third structural member and are movable between a non-deployed configuration and a deployed configuration, in which in the non-deployed configuration, each respective rail segment module has a compact form relative to the deployed configuration, and in the deployed configuration, the respective rail segment module can be stacked with other rail segment modules to provide a mast stack.

[0022] Additionally or alternatively, for example, the rail segment module is configured to selectively fixedly engage with the vertical surface via a plurality of lateral load-bearing elements pre-installed on the vertical surface, for example, each of the lateral load-bearing elements includes a load-bearing end protruding laterally from the vertical surface, and each of the rail segment modules includes at least one lateral load-bearing rail element, each of the at least one lateral load-bearing rail element is configured to be aligned with each other to provide a corresponding at least one continuous lateral load-bearing rail member when the rail segment modules are coupled to the mast stack and stacked, and the at least one continuous lateral load-bearing rail member is configured to allow sliding engagement with the load-bearing end of the plurality of lateral load-bearing elements to allow relative translation between the at least one continuous lateral load-bearing rail member and the load-bearing end in a first degree of freedom while preventing free relative movement between the at least one continuous lateral load-bearing rail member and the load-bearing end in a second degree of freedom and a third degree of freedom orthogonal to the first degree of freedom, the first degree of freedom being parallel to the elevator transport axis.

[0023] Additionally or alternatively, for example, the kit further comprises a dispenser module configured to selectively engage the plurality of lateral load bearing elements with the vertical surface at the same time that the mast stack is assembled via the elevator rail assembly structure. For example, each of the lateral load bearing elements comprises a load bearing end configured to protrude laterally from the vertical surface when the respective lateral load bearing element is engaged with the vertical surface, and an engagement end configured to selectively engage with the vertical surface when dispensed via the dispenser module. For example, the vertical surface comprises a plurality of glass panels, each of the engagement ends correspondingly comprising a plurality of suction cups configured to engage with the glass panels. Alternatively, for example, the vertical surface comprises a plurality of ferrous metal structural elements, each of the engagement ends correspondingly comprising a plurality of magnetic elements configured to magnetically engage with the ferrous metal structural elements. Alternatively, for example, the vertical surface comprises a plurality of concrete or masonry structural elements, each of the engagement ends correspondingly comprising a plurality of nails or screws configured to engage with the concrete or masonry structural elements. Additionally or alternatively, for example, the dispenser module is configured to sequentially dispense the lateral load-bearing elements into engaging relationship with the vertical surface, for example, the dispenser module includes at least one dispenser magazine configured to house a plurality of the lateral load-bearing elements, and an applicator configured to selectively dispense each lateral load-bearing element from the at least one magazine and engage the dispensed lateral load-bearing element with the vertical surface.

[0024] Additionally or alternatively, for example, each rail segment module comprises at least one lateral load-bearing rail element, each of which is configured to be aligned with one another to provide a corresponding at least one continuous lateral load-bearing rail member when the rail segment modules are coupled to and stacked on the mast stack, the at least one continuous lateral load-bearing rail member configured to permit sliding engagement with the load-bearing ends of the plurality of lateral load-bearing elements to permit relative translation in a first degree of freedom between the at least one continuous lateral load-bearing rail member and the load-bearing end while preventing free relative movement in a second degree of freedom between the at least one continuous lateral load-bearing rail member and the load-bearing end and in a third degree of freedom orthogonal to the first degree of freedom, the first degree of freedom being parallel to the elevator transport axis.

[0025] Additionally or alternatively, for example, the dispenser module may be configured to be carried by the rail segment module modified thereby, for example, the dispenser module may be mounted on a first rail segment module.

[0026] Additionally or alternatively, for example, the kit may further comprise a fire suppression system 800 .

[0027] According to a second aspect of the presently disclosed subject matter, there is provided a rail segment module for use with a kit as defined herein with respect to the first aspect of the presently disclosed subject matter.

[0028] According to a third aspect of the presently disclosed subject matter, there is provided an elevator platform for use with a kit as defined herein with respect to the first aspect of the presently disclosed subject matter.

[0029] According to a fourth aspect of the presently disclosed subject matter, there is provided a base structure for use with a kit as defined herein with respect to the first aspect of the presently disclosed subject matter.

[0030] According to a fifth aspect of the presently disclosed subject matter, there is provided a rail segment stacking system for use with a kit as defined herein with respect to the first aspect of the presently disclosed subject matter.

[0031] According to a sixth aspect of the presently disclosed subject matter, there is provided an elevator system provided by a kit as defined herein with respect to the first aspect of the presently disclosed subject matter.

[0032] According to a seventh aspect of the subject matter of the present disclosure, there is provided an elevator rail assembly structure configured for stacking rail segment modules on-site to provide a progressively expanding mast stack, the elevator rail assembly structure comprising: a base structure; and a rail segment stacking system; the base structure is configured to be fixed relative to a ground zone adjacent a vertical surface, and configured to have a module receiving station configured to selectively receive each rail segment module in sequence from a rail segment module source and to feed each received rail segment module in sequence to a rail segment stacking system; The rail segment stacking system is configured to on-site couple and stack rail segment modules supplied to the rail segment stacking system from the module receiving station from the bottom up, thereby providing a gradually extending mast stack, and to selectively transport the gradually extending mast stack vertically and gradually further away from the ground zone after each rail segment module is coupled to and stacked in the rail segment stacking system.

[0033] For example, the rail segment stacking system: - transporting a first rail segment module away from the module receiving station, thereby allowing a further rail segment module to be received by the module receiving station from a rail segment module source; - allowing successive rail segment modules delivered from the module receiving station to be coupled in sequence to the currently last delivered rail segment module, thereby stacking successive rail segment modules delivered from the module receiving station in a bottom-to-top direction to form an increasingly elongated mast stack, the mast stack having a gradually increasing vertical dimension correlated to the number of rail segment modules stacked in the mast stack; - transporting the mast stack including the just-coupled rail segment module away from the module receiving station, thereby allowing a further rail segment module to be received by the module receiving station.

[0034] According to an eighth aspect of the subject matter of the present disclosure, a dispenser module is provided that is configured to selectively engage a plurality of lateral load-bearing elements with a vertical surface at the same time that a mast stack is assembled via an elevator rail assembly structure. For example, each of the lateral load-bearing elements comprises a load-bearing end configured to protrude laterally from the vertical surface when the respective lateral load-bearing element is engaged with the vertical surface, and an engagement end configured to selectively engage with the vertical surface when dispensed via the dispenser module. For example, the vertical surface comprises a plurality of glass panels, each of the engagement ends correspondingly comprising a plurality of suction cups configured to engage with the glass panels. Alternatively, for example, the vertical surface comprises a plurality of ferrous metal structural elements, each of the engagement ends correspondingly comprising a plurality of magnetic elements configured to magnetically engage with the ferrous metal structural elements. Alternatively, for example, the vertical surface comprises a plurality of concrete or masonry structural elements, each of the engagement ends correspondingly comprising a plurality of nails or screws configured to engage with the concrete or masonry structural elements. Additionally or alternatively, for example, the dispenser module is configured to sequentially dispense the lateral load-bearing elements into engaging relationship with the vertical surface, for example, the dispenser module includes at least one dispenser magazine configured to house a plurality of the lateral load-bearing elements, and an applicator configured to selectively dispense each lateral load-bearing element from the at least one magazine and engage the dispensed lateral load-bearing element with the vertical surface.

[0035] According to a ninth aspect of the subject matter of the present disclosure, there is provided a method of providing an elevator system for an exposed vertical surface of a vertical structure, the method comprising: (a) providing a kit as defined herein with respect to the first aspect of the presently disclosed subject matter; (b) selectively inserting a first rail segment module into a module receiving station and causing the module receiving station to deliver the first rail segment module to a rail segment stacking system; (c) selectively inserting a next rail segment module into the module receiving station, causing the module receiving station to feed the received rail segment module to the rail segment stacking system, and simultaneously coupling the just-fed rail segment module to the currently last-transferred rail segment module, thereby stacking successive rail segment modules fed from the module receiving station in a bottom-to-top direction to form a mast stack; (d) transporting the mast stack including the just-coupled rail segment module away from the module receiving station, thereby allowing an additional rail segment module to be received by the module receiving station; (e) fixing the just-coupled rail segment module to a vertical surface; (f) repeating steps (c), (d), and (e) until the last rail segment module is inserted into the module receiving station in step (c).

[0036] For example, the method comprises: (g) applying steps (d) and (e) to the last rail segment module inserted into the module receiving station in step (c).

[0037] For example, the method comprises: (h) fixing the last rail segment module to the ground zone.

[0038] For example, the method comprises: (i) removing the base structure from the ground zone.

[0039] Additionally or alternatively, for example, the method may further comprise: (j) mounting an elevator platform to the mast stack and selectively operating the elevator system to vertically transport the elevator platform along the vertical mast stack via at least one continuous vertical elevator rail.

[0040] Additionally or alternatively, for example, the method may further comprise: (k) the rail segment stacking system is attached from the elevator platform to the mast stack, and further includes selectively operating the elevator system to vertically transport the elevator platform along the vertical mast stack via at least one continuous vertical elevator rail. [Brief description of the drawings]

[0041] For a better understanding of the subject matter disclosed herein, and to illustrate how it may be carried out in practice, embodiments will now be described, by way of non-limiting example only, with reference to the accompanying drawings, in which: [Figure 1] 1 is a perspective view of components of a kit according to a first example of the presently disclosed subject matter. FIG. [Diagram 2] FIG. 2 is a perspective view of an example elevator system assembled from the example kit of FIG. 1. [Diagram 3] FIG. 2 is a perspective view of an example of a rail segment module included in the example kit of FIG. 1. [Figure 4a] FIG. 4 is a side view of the example of FIG. 3 in a deployed configuration. [Figure 4b] FIG. 4 is a side view of the example of FIG. 3, intermediate between the undeployed and deployed configurations. [Figure 4c] FIG. 4 is a side view of the example of FIG. 3 in a non-deployed configuration. [Figure 5a] FIG. 4 is a bottom view of the example of FIG. 3 in a deployed configuration. [Figure 5b] FIG. 4 is a top view of the example of FIG. 3 in a deployed configuration. [Figure 6a] FIG. 4 is a front partial view of two rail segment modules according to the example of FIG. 3, which are axially adjacent to each other. [Figure 6b] FIG. 7 is a front partial view of the example of FIG. 6(a) in which two rail segment modules are engaged with each other. [Figure 7] FIG. 2 is a perspective view of an example support structure included in the example kit of FIG. 1. [Figure 8a] FIG. 8 is a perspective view of the example of FIG. 7 in a compact configuration. [Figure 8b] 8 is a perspective view of the example of FIG. 7 in an operational configuration with a rail segment module received in a module receiving station. [Figure 8c] 8 is a perspective view of the example of FIG. 7 in an operational configuration, with the trolley base being moved in an upward direction to a dispensing position. [Figure 9a] FIG. 8 is a front view of the example of FIG. 7 in a compact configuration. [Figure 9b] 8 is a front view of the example of FIG. 7 in an operational configuration with a rail segment module received in a module receiving station. [Figure 9c] FIG. 8 is a front view of the example of FIG. 7 in an operational configuration, with the trolley base being moved upwardly to a dispensing position. [Figure 10] FIG. 2 is a perspective view of an example elevator platform included in the example kit of FIG. 1. [Figure 11] FIG. 2 is a perspective view of an example rail segment stacking system included in the example kit of FIG. 1. [Figure 11a] FIG. 12 is a perspective detailed partial view of the example of FIG. [Figure 12] FIG. 12 is a top view of the example of FIG. [Figure 13] FIG. 12 is a partial front view of the example of FIG. 11. [Figure 14] 2 is a perspective view of an example dispenser module, optionally included in the example kit of FIG. 1, in mating relationship with a rail segment module. [Figure 15] 15 is a rear perspective view of the example dispenser module of FIG. 14. [Figure 16] 15 is a side cross-sectional view of the example dispenser module of FIG. 14. [Figure 17]15 is a front perspective view of the example dispenser module of FIG. 14 with the housing removed. [Figure 18] 15 is a perspective view of an example lateral load-bearing element configured to be dispensed by the example dispenser module of FIG. 14. [Figure 19a] 15 is a front perspective view of another example of a lateral load-bearing element configured to be dispensed by the example dispenser module of FIG. 14. [Figure 19b] FIG. 19b is a rear perspective view of the example of FIG. 19a. [Figure 19c] FIG. 19b is a cross-sectional view of the example of FIG. 19a. [Figure 20a] FIG. 19b is a rear perspective partial view of the example dispenser module of FIG. 14 carrying multiple lateral load-bearing elements of the example of FIG. 19a, each applicator aligned with a particular lateral load-bearing element currently in the dispensing station. [Figure 20b] FIG. 20b is a rear perspective partial view of FIG. 20a, in which the applicator operates to urge each lateral load-bearing element into abutment with a respective glass panel on a vertical surface. [Figure 20c] FIG. 20b is a rear perspective partial view of FIG. 20a, in which the applicator further operates to press each lateral load-bearing element onto the glass panel to ensure adhesion therebetween. [Figure 20d] FIG. 20b is a rear perspective partial view of FIG. 20a in which the dispenser module has been moved upwardly away from the dispensed lateral load-bearing element to allow another lateral load-bearing element to be received within the dispensing station. [Figure 21a] A rear perspective partial view of the example dispenser module of Figure 14 carrying multiple lateral load-bearing elements of the example of Figure 18, each applicator aligned with a particular lateral load-bearing element currently present at the dispensing station. [Figure 21b] FIG. 21b is a rear perspective partial view of FIG. 21a, in which the applicator operates to engage a bolt or screw against a vertical surface via a lateral load bearing element present at the dispensing station. [Figure 21c]FIG. 21b is a rear perspective partial view of FIG. 21a, the applicator further acting to press the lateral load-bearing element into full load-bearing abutment against a vertical surface; [Figure 21d] FIG. 21b is a rear perspective partial view of FIG. 21a, in which the dispenser module is moved upwardly away from the dispensed lateral load-bearing element and another lateral load-bearing element is received within the dispensing station. [Figure 22a] 3 shows, in side view, a first step in assembling the example elevator system of FIG. 2 from the example kit of FIG. 1, where the kit is transported to a desired ground zone. [Figure 22b] FIG. 22b is a schematic side view of another step in the assembly example of FIG. 22a, in which the support structure is delivered to the ground zone. [Figure 22c] FIG. 22b is a schematic side view of another step in the assembly example of FIG. 22a, where the support structure is deployed and secured to the ground area. [Fig. 22d] FIG. 22b is a side view diagrammatically illustrating another step in the assembly example of FIG. 22a, in which the first rail segment module is delivered to the support structure. [Figure 22e] A side view diagrammatically illustrating another step in the assembly example of FIG. 22a, in which a first rail segment module has been transported by the rail segment stacking system and another rail segment module is ready to be received by the support structure. [Figure 23a] FIG. 3 is a front view showing a schematic diagram of steps in assembling the example elevator system of FIG. 2 from the example kit of FIG. 1, with the support structure deployed and secured to the ground zone and the first rail segment module inserted therein; [Figure 23b] FIG. 23b is a side view diagrammatically illustrating another step in the assembly example of FIG. 23a, in which a first rail segment module is being transported by the rail segment stacking system; [Figure 23c] FIG. 23b is a side view diagrammatically illustrating another step in the assembly example of FIG. 23a, in which another rail segment module is received on the support structure; [Figure 23d] FIG. 23b is a schematic side view of another step in the assembly example of FIG. 23a, where the mast stack has reached a desired height via transport through the rail segment stacking system. [Figure 23e] FIG. 23b is a side view diagrammatically illustrating the operation of the assembly example of FIG. 23a, in which the elevator platform moves vertically relative to the mast stack. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0042] 1 and 2, a kit according to a first example of the subject matter of the present disclosure is generally designated 100 and includes an elevator platform 200, a plurality of rail segment modules 500, a base structure 300, and a rail segment stacking system 400. As will become more clear herein, the kit 100 is configured to provide an elevator system 900 that defines an elevator transport axis EA relative to an exposed vertical face VF of a vertical structure VS.

[0043] The elevator transport axis EA, also referred to interchangeably herein as the elevator axis, is defined as the axis along which the elevator platform 200 is transported during operation of the elevator system 900, and the elevator platform 200 is typically transportable back and forth along the elevator axis EA.

[0044] Also, as will become clearer herein, such an elevator system 900 can be assembled on-site from a kit 100 in a relatively short time adjacent to any suitable vertical structure VS and can be operated for a variety of uses. Such uses can include, for example, one or more of firefighting and / or rescue from high-rise buildings and the like, access to exterior parts of high-rise buildings, pylons and other structures, delivery of items to locations (e.g., apartments) within buildings through exterior windows or other openings where such items cannot be delivered to the apartments through the interior of the building. Vertical structures are not limited to buildings, but can include other types of structures, for example, dams, walls, pylons, etc.

[0045] Also, as will become more clear herein, such an elevator system 900 can be configured to be assembled on-site from the kit 100 in fixed engagement with the vertical surface VF during operation of the elevator system 900, without the need for special modifications to the respective vertical structures VS prior to assembly of the elevator system 900.

[0046] Also, as will become more clear herein, such an elevator system 900 can be configured to be assembled on-site from kit 100 in fixed engagement with a vertical plane VF during operation of the elevator system 900, such that lateral and / or transverse loads on the elevator system 900 can be supported by a vertical structure VS via the vertical plane VF. Furthermore, the elevator system 900 can be adapted for use with a variety of different types of vertical structures VS, e.g., architectural structures having exterior fascias or structures made from one or more of concrete, stone, wood, glass, or metal, such as exterior fascias or structures that define a vertical plane VF.

[0047] Also, as will become more clear herein, such elevator systems 900 may, at least in some instances, be configured to be selectively disassembled and removed from the vertical structure VS, e.g., when no longer needed.

[0048] Also, as will become more clear herein, in at least some examples, such a kit 100 can be transported, via, for example, a truck, to a required location on the vertical structure VS when needed.

[0049] 2 and 3, as will become more clear herein, the rail segment modules 500 each include one or more respective elevator rail elements 520, which are configured to be stacked in succession one after the other via the rail segment stacking system 400 to provide a correspondingly gradually extending mast stack 600, and the respective elevator rail elements 520 are aligned with each other to form at least one continuous vertical elevator rail 620 parallel to the elevator transport axis EA.

[0050] It should be noted that the kit 100 can include any desired number of rail segment modules 500. In general, the number N of rail segment modules 500 used to provide a particular implementation of the elevator system 900 depends on the effective longitudinal module dimension LS of each rail segment module 500 in a direction parallel to the elevator axis EA and the height above the ground zone GZ that the elevator platform 200 is desired to reach using the elevator system 900, i.e., during normal operation of the elevator system 900.

[0051] Each rail segment module 500 has a respective longitudinal module axis MA, and multiple rail segment modules 500 are configured to be stacked consecutively, typically vertically, with their respective longitudinal module axes MA parallel to and aligned with the elevator axis EA to provide a mast stack 600.

[0052] It should be noted that while terms such as "vertical", "vertically" typically refer to axes that are aligned or parallel to the direction of gravity, in at least some examples, the terms can also include axes that are tilted at an inclination angle of less than 90°, typically an acute inclination angle, relative to the direction of gravity. In at least the illustrated examples, such inclination angles can be, for example, in any one of the following ranges: ±20°, ±15°, ±10°, ±5°, ±2°, ±1°, or less than ±10°.

[0053] At least in the illustrated example, the rail segment modules 500 are nominally identical to one another and therefore may be stacked sequentially in any order, although as will be made clearer herein, the rail segment modules 500 are stacked bottom-up to provide the mast stack 600.

[0054] Stacking "from the bottom up" means that each additional rail segment module 500 is attached to the bottom of the mast stack 600, increasing the axial length of the mast stack 600 after such addition; as will become apparent herein, such a "gradually extending" mast stack 600 is moved upwardly "from the bottom up" to allow each additional rail segment module 500 to be inserted and secured to the bottom end of the current mast stack 600, thereby increasing the axial length of the mast stack 600.

[0055] Each rail segment module 500 is configured to support respective static and dynamic mechanical loads associated with the elevator system 900 and its operation, particularly along the elevator axis EA. For example, such static forces can include the weight of all components of the system 900 on the respective rail segment module 500, including all other rail segment modules 500 in the mast stack 600 on the respective rail segment module, including the elevator platform 200 and any payload carried by the elevator platform 200. For example, such dynamic forces can include dynamic forces resulting from the movement of the elevator platform 200 during transportation of the elevator platform 200 along the elevator axis EA and / or due to stacking of the rail segment modules 500 to form the mast stack 600 and / or transportation of the mast stack 600 during assembly of the system 900 and / or wind induced loads. Thus, each rail segment module 500 can be made of any suitable load-bearing material, including, for example, any one of steel, aluminum, carbon fiber composites, etc.

[0056] According to one aspect of the subject matter of the present disclosure, as will become more clear herein, the rail segment module 500 is also configured to selectively lock into engagement with the vertical plane VF during operation of the elevator system 900, which lock into engagement can support mechanical loads in the lateral direction LD and / or transverse direction TD during assembly and operation of the elevator system 900.

[0057] The aforementioned lateral direction LD and transverse direction TD are mutually perpendicular, and both the lateral direction LD and the transverse direction TD can be defined as being perpendicular to the elevator axis EA or the direction of gravity. For example, the aforementioned lateral direction LD can be perpendicular to the vertical plane VF and approximately horizontal, while the transverse direction TD can be parallel to the vertical plane VF and approximately horizontal.

[0058] Referring again to FIG. 3, each rail segment module 500 has an effective longitudinal module dimension LS in a direction parallel to the elevator axis EA, so that when a plurality of N rail segment modules 500 are stacked relative to one another, the resulting mast stack 600 has a stack size of N * The mast has an effective longitudinal mast dimension MS given by LS.

[0059] In at least this example, each rail segment module 500 comprises a plurality of structural members 510 interconnected in a load-bearing relationship. The structural members 510 are configured to, among other things, provide structural integrity and allow the mechanical loads discussed above to be supported.

[0060] In at least this example, the plurality of structural members 510 includes a first structural member 510 specifically designated by reference numeral 510A, a second structural member 510 specifically designated by reference numeral 510B, and a third structural member 510 specifically designated by reference numeral 510C, where the three structural members 510A, 510B, 510C are interconnected in a load-bearing manner. It should be noted that in alternative variations of this example, the plurality of structural members can include any suitable number of structural members 510 according to, for example, a particular implementation of the elevator system 900. In such cases, the plurality of structural members can include, for example, a single structural member, or two structural members, or more than three structural members.

[0061] In at least this example, each rail segment module 500 has a braced frame structure with three structural members 510A, 510B, 510C in the form of respective load-bearing columns or pillars each extending along the axial length of the respective rail segment module 500, i.e., along the effective longitudinal module dimension LS.

[0062] The first structural members 510A, at least in this example, are in the form of columns or posts having respective upper post ends 511A and respective lower post ends 513A at opposite longitudinal ends of the rail segment module 500.

[0063] Second structural members 510B, in the form of posts of columns at least in this example, have respective upper post ends 511B and respective lower post ends 513B at opposite longitudinal ends of the rail segment module 500.

[0064] The third structural members 510C, which at least in this example are in the form of columns of columns, have respective upper column ends 511C and respective lower column ends 513C at opposite longitudinal ends of the rail segment module 500.

[0065] In at least this example, the first structural member 510A and the second structural member 510B are interconnected via rigid joints via a plurality of horizontal beams 512 to support the primary load along the elevator axis EA and form a rail guide support assembly 515. Thus, in at least this example, the first lateral member 510A is transversely spaced apart from the second structural member 510B by a respective fixed transverse spacing TS1 (FIG. 5a). In alternative variations of this example, the two structural members 510A, 510B may be further braced, for example, via one or more of a cross brace, a V brace, an inverted V brace, a diagonal brace, or an eccentric brace.

[0066] As will become more clear herein, one or more elevator rail elements 520 are secured to and supported by rail guide support assembly 515 .

[0067] In at least this example, the third structural member 510C is laterally spaced from the first structural member 510A and the second structural member 510B by a segment lateral spacing SL1 (FIG. 5a).

[0068] The third structural member 510C is connected to the rail guide support assembly 515 via cross struts 518 so that, at least during operation of the elevator system, the three structural members 510A, 510B, 510C are nominally parallel to one another and are laterally and transversely spaced relative to one another in a triangular spacing relationship, as best seen in Figures 5a and 5b.

[0069] In at least this example, with reference to Figures 4a, 4b, and 4c, the rail segment modules 500 each have a deployable configuration, i.e., each segment module 500 is configured to be deployed (optionally reversibly) between a respective undeployed configuration UC (also interchangeably referred to herein as a stored configuration) shown in Figure 4c and a respective deployed configuration DC (also interchangeably referred to herein as a stacked configuration) shown in Figure 4a. Figure 4b shows an intermediate position between the undeployed configuration UC and the deployed configuration DC. This deployment feature can, for example, allow less storage space to be required to store and transport the rail segment modules 500.

[0070] However, in at least some alternative variations of this example, the respective rail segment modules are each configured to have a fixed shape, e.g., corresponding to the shape of the aforementioned deployed configuration DC, which can allow the respective rail segment modules to be stacked relative to one another to provide the respective mast stacks. In at least some cases, this feature can lead to lower manufacturing costs and / or lower maintenance costs, e.g., compared to the corresponding deployable configurations.

[0071] 4c, in the undeployed configuration UC, each respective rail segment module 500 has a compact form relative to the deployed configuration, for example, where the segment lateral spacing is minimal. In the deployed configuration DC, each respective rail segment module 500 has an expanded load-bearing form, where the segment lateral spacing matches the segment lateral spacing SL1. In the deployed configuration DC, each respective rail segment module 500 can be stacked with other rail segment modules 500 to provide a mast stack 600.

[0072] 4a and 4c, in the undeployed configuration UC, each respective rail segment module 500 is surrounded by a first envelope EV1 that encloses a first volume V1, while in the deployed configuration, each respective rail segment module 500 is surrounded by a second envelope EV2 that encloses a second volume V2, the second volume V2 being larger than the first volume V1.

[0073] 4b, at least in this example, each rail segment module 500 can transition between the deployed configuration DC and the undeployed configuration UC via a pivoting motion. In each rail segment module 500, each rail guide support assembly 515 is movably attached to a respective third structural member 510C in a parallelogram manner via cross struts 518. In other words, each cross strut 518 is pivotally attached at one end to a respective rail guide support assembly 515 via a set of hinges (not shown) and at the other end to a respective third structural member 510C via another set of hinges 516.

[0074] At least in this example, and with particular reference to Figures 3, 4a, 5a and 5b, each rail segment module 500 includes end plates, including an upper end plate 522 and a lower end plate 524, at longitudinally opposed upper and lower ends 511 and 513 of the respective rail segment module 500. Each of the end plates 522, 524 is pivotally attached at one end to a respective rail guide support assembly 515 and at the other end to a respective third structural member 510C, and pivots together in the same manner as the cross struts 518 to allow the respective rail segment module 500 to transition between the deployed configuration DC and the undeployed configuration UC. In the deployed configuration, the end plates 522, 524 are load-bearing relative to the respective rail guide support assembly 515 and the respective third structural member 510C.

[0075] For each rail segment module 500, simultaneous pivoting of the cross post 518 and end plates 522, 524 in one direction causes the respective rail guide support assembly 515 to be laterally spaced apart from the respective third structural member 510C by the segment lateral spacing SL1, thereby providing the deployed configuration DC. Pivoting of the cross post 518 in the opposite direction causes the respective rail guide support assembly 515 to be laterally closer to the respective third structural member 510C, thereby providing the undeployed configuration UC.

[0076] Referring also to Figures 6a and 6b, each rail segment module 500 has a first coupling configuration 540 at a first longitudinal end 511 of the respective rail segment module 500 and a second coupling configuration 560 at a second longitudinal end 513 of the respective rail segment module 500.

[0077] The first coupling arrangement 540 of each rail segment module 500 is configured to couple with the second coupling arrangement 560 of another rail segment module 510. Similarly, the second coupling arrangement 560 of each rail segment module 500 is configured to couple with the first coupling arrangement of another rail segment module 500.

[0078] The first and second coupling arrangements can take any suitable form that allows the first coupling arrangement of one rail segment module to be reversibly or irreversibly coupled to the second coupling arrangement of another rail segment module, and thus many different types of such coupling arrangements can be used. For example, the first and second coupling arrangements can be in the form of nuts and bolts, mechanical latches, welds, or any other suitable form that allows adjacent rail segment modules to be coupled to each other.

[0079] In at least this example, the first coupling arrangement 540 is in the form of a plurality of male elements 543 secured to and facing away from the first end plate 522, and the second coupling arrangement 560 is in the form of a corresponding plurality of female elements 546 secured to and facing away from the second end plate 524. In the illustrated example, each rail segment module 500 is shown as including three male elements 543 and three female elements 546, but in at least some alternative variations of this example, each rail segment module 500 can include more or less than three male elements 543 and correspondingly more or less than three female elements 546. In yet other alternative variations of this example, the first coupling arrangement 540 and the second coupling arrangement 560 can include alternative coupling arrangements.

[0080] In yet another alternative variation of this example, two of the male elements 543 or pins are attached directly to the respective rail guide support assemblies 515 and a third male element 543 or pin is attached directly to a respective third structural member 510C at one longitudinal end of each rail segment module 500. Correspondingly, two of the female elements 546 or cups are attached to the respective rail guide support assemblies 515 and a third female element 546 or cup is attached to a respective third structural member 510C at the other longitudinal end of each rail segment module 500.

[0081] In at least this example, each male element 543 is in the form of a pin and each female element 546 is in the form of a cup having a recess configured to receive a respective pin in a load-bearing manner.

[0082] For example, each respective recess may have an internal contour complementary to an external contour of a respective pin, so that when such a pin is received by a respective cup, the two are securely coupled to one another.

[0083] For example, in implementations of elevator system 900 where the elevator system is intended to remain in place permanently, such engagement between the pin and cup may be by way of, for example, an interference fit or other friction fit.

[0084] In other alternative implementations of elevator system 900, for example where it is desirable to have the option to dismantle or disassemble elevator system 900 from the vertical structure VS, the coupling between the pins and respective cups is reversible. For example, each coupled pin and cup may be manually bolted together.

[0085] Alternatively, for example, the respective pins and cups may be configured such that coupling in a load-bearing manner may be automatic in response to the respective pins being inserted and received in the respective cups.

[0086] For example, the cups and / or pins may be provided with a ball clutch mechanism such that, when coupled, each ball maintains load-bearing continuity between the two coupled rail segment modules 500. In order to uncouple, a certain threshold tension force must be applied between the coupled rail segment modules 500, and the elevator system may be adapted to provide such force automatically, for example, during the disassembly process.

[0087] In another example, a linear ratchet mechanism may be incorporated into each pin and cup, the linear ratchet mechanism including at least one pawl on one of the pin and cup that operates to slide over a corresponding tooth or wedge element on the other of the pin and cup when the pin and cup are linearly aligned, however, the pawl locks with the tooth or wedge element when attempting to simply pull the pin and cup apart, and therefore the pawl must be manually or automatically rotated away from the tooth or wedge element to allow decoupling between the pin and cup.

[0088] In any case, referring again to Figures 6a and 6b, the male element 543 (e.g., in the form of the pin mentioned above) and the female element 546 (e.g., in the form of the cup mentioned above) are arranged on the first end plate 522 and the end plate 524 of each rail segment module 500, respectively, so that when coupled with the corresponding female element 546 and the male element 543, respectively, of an adjacent rail segment module, the corresponding first, second and third structural members 510A, 510B, 510C of each rail segment module 500 of each pair of adjacent modules thus coupled are at least aligned and, at least in this case, are in at least abutting contact with the first, second and third structural members 510A, 510B, 510C of the pair of adjacent rail segment modules 500.

[0089] In at least this example, and referring again to Figures 2 and 3, the elevator system 900 optionally further comprises a fire extinguishing system 800, where the rail segment module 500 and corresponding mast stack 600 are correspondingly configured to allow water or any other suitable fire extinguishing fluid to be routed from one longitudinal end of the mast stack 600 to the other longitudinal end and / or to one or more intermediate locations within the mast stack 600.

[0090] In at least this example, and with particular reference to Figures 3, 5a and 5b, the first structural member 510A and the second structural member 510B each include a respective first lumen 519A and a second lumen 519B that are part of the fire suppression system 800.

[0091] The first lumen 519A extends throughout the entire longitudinal length of each first structural member 510A and opens at its respective upper strut end 511A and its respective lower strut end 513A. Furthermore, each upper strut end 511A of each first structural member 510A is configured to sealingly engage with each lower strut end 513A of the adjacently coupled rail segment module 500 above to maintain open fluid communication between the two respective lumens. Similarly, each lower strut end 513A of each first structural member 510A is configured to sealingly engage with each upper strut end 511A of the adjacently coupled rail segment module 500 below to maintain open fluid communication between the two respective lumens.

[0092] Similarly, the second lumen 519B extends throughout the entire longitudinal length of each second structural member 510B and opens at its respective upper strut end 511B and its respective lower strut end 513B. Furthermore, each upper strut end 511B of each second structural member 510B is configured to sealingly engage with the respective lower strut end 513B of the adjacently coupled rail segment module 500 above to maintain open fluid communication between the two respective lumens. Similarly, each lower strut end 513B of each second structural member 510B is configured to sealingly engage with the respective upper strut end 511B of the adjacently coupled rail segment module 500 below to maintain open fluid communication between the two respective lumens.

[0093] In this manner, a first continuous channel is provided by the continuously engaged first lumens 519A, and a second continuous channel is provided by the continuously engaged second lumens 519B.

[0094] 3, the fire suppression system 800 further comprises at least one delivery pipe segment 530 carried by a respective rail guide support assembly 515 of each respective rail segment module 500 and interconnecting its respective first structural member 510A and respective second structural member 510B. The delivery pipe element 530 comprises an internal lumen in open fluid communication with the respective first lumen 519A and respective second lumen 519B of the respective rail guide support assembly 515. Each delivery pipe segment 530 comprises a port 535 that can be selectively closed or opened to respectively prevent or allow the passage of water or other fluids therethrough from the internal lumen of the respective delivery pipe segment 530.

[0095] Thus, in at least one operation mode of the elevator system 900, the first continuous channel and / or the second continuous channel can be connected to a source of pressurized water, e.g., a fire hydrant, e.g., via coupling to respective ports 535 (e.g., corresponding to a rail segment module 500 at a lower end of the mast stack 600) to allow pressurized water to enter the first continuous channel, the second continuous channel, and the delivery pipe element 530 of the rail segment module 500 of the mast stack 600. Furthermore, a different one or more of the ports 535 corresponding to one or more selected rail segment modules 500 of the mast stack 600 can be opened (e.g., at an upper end of the mast stack 600), thereby allowing pressurized water to be delivered to the vertical structure VS at a height corresponding to the one or more open ports 535. Optionally, a hawse pipe can be coupled to the port 535, thereby allowing pressurized water to be delivered via the hawse pipe.

[0096] In at least an alternative variation of this example, only one of the first structural member 510A and the second structural member 510B includes a respective first lumen 519A or second lumen 519B, and the other of the first structural member 510A and the second structural member 510B does not include a respective lumen.

[0097] Referring to FIG. 7, the base structure 300 is configured to be fixed relative to a ground zone GZ adjacent to a vertical plane VF and includes a module receiving station 350 .

[0098] The base structure 300 comprises a support frame 305 having an upper pedestal portion 320 supported by a plurality of support legs 310 in a vertically spaced relationship with the ground zone GZ. Each leg 310 comprises a foot or pad 315 configured to overlap and contact the ground zone GZ. The support legs 310 have a vertical dimension VT1 sufficient to allow a rail segment module 500 to be inserted laterally into the module receiving station 350 from outside the base structure 300, e.g., from a suitable rail segment module source, at least during operation of the elevator system 900, as will become more apparent herein. At least in this example, a number of braces 360 may be provided to stiffen the frame structure 300.

[0099] In at least this example, the base structure 300 includes four support legs 310, although in at least some alternative variations of this example, each base structure may have fewer than four support legs, or more than four support legs, or any other suitable structure capable of providing the aforementioned vertical dimension VT1.

[0100] The pads 315 may be configured to secure the base structure 300 to the ground zone GZ, for example via bolts, etc. Additionally or alternatively, a block of concrete or other heavy material may be laid over a portion of the base structure 300 to secure the base structure 300 to the ground zone GZ.

[0101] 8a, 8b, 9a, and 9b, the base structure 300 has a deployable configuration and is thus configured to be deployed between a storable or compact configuration SC and an operational configuration OC. This storable feature may, for example, allow for less storage space to be required to store and transport the base structure 300.

[0102] Thus, in at least this example, the support leg 310 is not fixed in shape but has an extendable configuration, allowing the support leg to reversibly extend vertically from a retractable configuration SC, in which the support leg 310 has a vertical dimension VT2, to an operational configuration OC, in which the support leg 310 has a vertical dimension VT1 that is greater than the vertical dimension VT2.

[0103] However, in at least some alternative variations of this example, each base structure is configured to have a fixed shape that can allow a rail segment module to be inserted into each module receiving station 350. In at least some cases, this feature can lead to lower manufacturing and / or maintenance costs, for example, as compared to a corresponding deployable configuration.

[0104] The upper pedestal portion 320 is configured to support the elevator platform 200 at least during assembly of the elevator system 900 .

[0105] Referring again to FIG. 7, the upper pedestal portion 320 further comprises a window 325 sized and shaped to allow the rail segment module 500 present in the module receiving station 350 to be fed into the rail segment stacking system 400 through the window 325. For example, the window 325 has a shape that encapsulates or generally resembles the cross-sectional shape and dimensions of the rail segment module 500, and dimensions that are essentially slightly larger than the rail segment module 500. At least in this example, the window 325, and indeed the base structure 300, is open on its side that faces the vertical plane VF during operation. This allows the base structure 300 to be laterally removed from the fixed position once the elevator system 900 is assembled and engaged with the vertical plane VF. This allows the base structure 300 to be used to assemble another elevator platform at another location. In an alternative variation of this example, the base structure 300 can be configured to remain on-site as long as it is desired to use the elevator system 900, in which case the window 325, and indeed the base structure 300, does not need to be open on its side.

[0106] Referring again to Figures 7, 8a, 8b and 8c, the module receiving station 350 is configured to selectively receive each rail segment module 500 in sequence from the rail segment module source and to supply each received rail segment module 500 in sequence to the rail segment stacking system 400.

[0107] Thus, the module receiving station 350 comprises a lift trolley 340 having a trolley base 342 mounted for reciprocal movement relative to the support frame 305 via a motorized lift system 348 .

[0108] The trolley base 342 is configured to receive and support each rail segment module 500 in a stackable orientation, i.e., with each module axis MA parallel to and aligned with the elevator axis EA. For example, the trolley base 342 can include a flat surface having wells 341 that correspond in number and arrangement to and are complementarily shaped relative to the second coupling features 560 such that the second coupling features 560 can be temporarily engaged within the wells 341 while each rail segment module 500 is held in place by the trolley base 342.

[0109] The motorized lift system may, for example, include a plurality of jacks 347, each having a movable piston element fixed at one end to the support frame 305 and attached at its other end to the trolley base 342. With particular reference to Figures 8b, 8c, 9b and 9c, the jacks 347 are configured to selectively urge the trolley base 342 upwardly to the feeding position FP or downwardly back to the module receiving position RP in response to actuation of the jacks 347 to define a lift stroke LS. For example, the jacks 347 may be pneumatic jacks, hydraulic jacks, electrically operated jacks, etc.

[0110] The vertical dimension of the lift trolley 340 at the module receiving position RP may be slightly smaller than the vertical dimension VT1.

[0111] Referring also to FIG. 10, the elevator platform 200 is configured to be selectively transported along the mast stack 600 parallel to the elevator transport axis EA via at least one continuous vertical elevator rail 620 during operation of the elevator system 900, as will become more clear herein.

[0112] The elevator platform 200 is also configured to at least receive a payload (e.g., at one end of the elevator axis EA), transport the payload while it is being transported along the mast stack 600, and deliver the payload at another location along the elevator axis (e.g., at the other end of the elevator axis EA).

[0113] Thus, elevator platform 200 includes a payload zone 220 configured to hold or accommodate a payload therein during operation of elevator system 900.

[0114] The elevator platform also includes a platform window 230 sized and shaped to allow the elevator platform 200 to engage and be transported relative to the mast stack 600 during operation of the elevator system 900. For example, the platform window 230 has a shape that encapsulates or is similar to, and dimensions essentially slightly larger than, the shape and dimensions of the longitudinal cross section of the rail segment module 500.

[0115] In at least this example, platform window 230 overlies support structure window 325 when elevator platform 200 is seated on upper pedestal portion 320 .

[0116] In at least this example, elevator platform 200 further comprises one or more drive units 290 configured to provide the motive power necessary to transport elevator platform 200 relative to mast stack 600 along elevator axis EA. For example, drive unit 290 comprises one or more electric motors operably coupled to a power source (not shown). For example, such a power source may be in the form of a battery onboard elevator platform 200. Alternatively, the power source may be a generator onboard a mobile unit, such as a truck, with appropriate cables connecting elevator platform 200 to the power source.

[0117] In at least this example, drive unit 290 is housed within elevator platform 200.

[0118] The shape, size, and configuration of elevator platform 200 may be designed to fit a particular type of payload, e.g., a given type of elevator operation, or may be selected from a variety of standard sizes / shapes / configurations, e.g., each of which may be used for a variety of different elevator operations.

[0119] In the illustrated example, elevator platform 200 is configured to carry passengers and / or goods and includes a perimeter guardrail 280 .

[0120] Elevator platform 200 may be configured to be operated manually, for example, by a passenger while on elevator platform 200. Additionally or alternatively, elevator platform 200 may be configured to be operated by remote control, for example, by an operator on the ground. Such remote control may be via wireless communication, for example, between a controller operated by the operator and a receiver unit mounted on elevator platform 200 and coupled to drive unit 290. Alternatively, such remote control may be via suitable wires between a controller operated by the operator and a receiver unit mounted on elevator platform 200 and coupled to drive unit 290.

[0121] 11, 11a, 12 and 13, the rail segment stacking system 400 is configured for on-site joining and bottom-up stacking of rail segment modules 500 that are fed to the rail segment stacking system 400 from the module receiving station 350, thereby providing a gradually extending mast stack 600. The rail segment stacking system 400 is also further configured to selectively transport the gradually extending mast stack 600 upwardly away from the rail segment stacking system 400, and thus gradually away from the ground zone GZ, after each rail segment module 500 is joined and stacked to the current mast stack 600 in the aforementioned bottom-up stacking.

[0122] As will become more apparent herein, the rail segment stacking system 400 includes: - conveying the first rail segment module 500 upwardly away from the module receiving station 350, thereby allowing a next rail segment module 500 to be received laterally by the module receiving station 500, for example from a rail segment module source; - allowing successive rail segment modules 500 supplied from the module receiving station 350 to the rail segment stacking system 400 to be coupled in sequence to the currently last delivered rail segment module 500, thereby stacking successive rail segment modules 500 supplied individually from the module receiving station 350 in a bottom-up direction to form an increasingly longer mast stack 600, the mast stack 600 having an increasingly increasing vertical dimension correlating with the number of rail segment modules 500 stacked in the mast stack 600; - configured to transport the mast stack 600 including the just-coupled rail segment module 500 upwardly and away from the module receiving station 350, thereby allowing a further rail segment module 500 to be received by the module receiving station 350.

[0123] The rail segment stacking system 400 includes a frame support 410 configured to allow each rail segment module 500 to be fed through the frame support 410 from the module receiving station 350, and a drive system configured to support and gradually transport the gradually extending mast stack 600 through the frame support 410 during operation of the elevator system 900, particularly during assembly of the elevator system 900 from the kit 100.

[0124] In at least this example, the drive system 450 comprises a rack and pinion arrangement 700 that cooperates with the rail segment module 500. The drive system 450 comprises a motor drive system 420 coupled to the rack and pinion arrangement 700. As will become more clear herein, in at least this example, the motor drive system 420 is the same as the drive unit 290, i.e., they are one and the same component, and the motor drive system 420 also operates as the drive unit 290. However, in alternative variations of this example, the motor drive system 420 is a separate component to the drive unit 290.

[0125] The rack and pinion configuration 700 includes a first plurality of rack elements 710 and a second plurality of pinions 730 coupled to each other such that, during assembly of the elevator system 900 from the kit 100, rotational movement of each pinion 730 results in linear translation of each rack element 710.

[0126] In at least this example, the rack element 710 is provided on the rail segment module 500 and the pinion 730 is provided on the frame support 410. The pinion 730 is rotatably mounted relative to the frame support 410 and operably coupled to the motor drive system 420. However, in at least some alternative variations of this example, each rack and pinion arrangement may instead comprise a first plurality of rack elements provided on the frame support and a second plurality of pinions provided on the rail segment module.

[0127] In at least this example, each rail segment module 500 includes a pair of rack elements 710, although in alternative variations of this example, each respective rail segment module can include one or more than two respective rack elements.

[0128] With particular reference to Figures 12 and 13, for each rail segment module 500, a respective first rack element 710, also indicated by reference numeral 710A, is attached to a first structural member 510A, and a respective second rack element 710, also indicated by reference numeral 710B, is attached to a second structural member 510B, the rack elements 710 being parallel to each other and to the elevator axis EA.

[0129] 3, each rack element 710A, 710B extends longitudinally along the longitudinal length of the respective first structural member 510A or second structural member 510B (i.e., along the effective longitudinal module dimension LS) such that an end 711, 713 of each rack element 710 is at a respective end 511, 513 of a respective rail segment module 500. At least in this example, the rack elements 710A, 710B, and in particular their teeth, face in opposite transverse directions for each rail segment module 500.

[0130] 2, the rack elements 710 are aligned with respect to the rail segment modules 500 such that when the rail segment modules 500 are coupled and stacked with the mast stack 600, the respective rack elements 710 corresponding to each pinion 730 are aligned with one another to provide corresponding successive rack members 750. Thus, at least in this example, the mast stack 600 comprises a first successive rack member 750, also indicated by reference numeral 750A, and a second successive rack member 750, also indicated by reference numeral 750B. The first successive rack member 750A is formed by adjacent respective first rack elements 710A of the stacked rail segment modules 500, and the second successive rack member 750B is formed by adjacent respective second rack elements 710B of the stacked rail segment modules 500.

[0131] 13 , for each rail segment module 500, each of its rack elements 710 is associated with and corresponds to at least one pinion 730. Thus, at least in this example, the rack and pinion arrangement 700 comprises at least one first pinion 730A associated with all of the respective first rack elements 710A of the rail segment module 500 and at least one second pinion 730B associated with all of the respective second rack elements 710B of the rail segment module 500.

[0132] In other words, at least in this example, the rack and pinion arrangement 700 includes at least one first pinion 730A associated with a first sequential rack member 750A and at least one second pinion 730B associated with a second sequential rack member 750B.

[0133] In at least this example, the rack and pinion arrangement 700 includes one first pinion 730A and one second pinion 730B, each rotatably mounted to the frame support 410 about a respective axis of rotation parallel to the transverse direction. As best seen in FIG. 12, the first pinion 730A and the second pinion 730B are spaced apart transversely from one another such that the first pinion 730A is coupled to the respective first rack element 710A and the second pinion 730B is coupled to the respective second rack element 710B when the rail segment modules 500 are fed from the module receiving station 350 to the rail segment stacking system 400. This arrangement allows the mast stack 600 to translate in a linear direction parallel to the elevator axis EA in response to the pinions 730 being rotated by the motor drive system 420.

[0134] 9b and 9c, the first pinion 730A and the second pinion 730B are arranged longitudinally above the module receiving station 350 relative to the base structure 300 such that when the rail segment module 500 is received in the module receiving station 350 and the lift trolley 340 is in the module receiving position RP, the upper end 511 of the received rail segment module 500 is not initially coupled with the first pinion 730A and the second pinion 730B. Also referring to FIG. 11, this allows the lower end of the previously supplied rail segment module 500 to protrude downward toward the module receiving station 350, allowing the previously supplied rail segment module 500 to still be in coupled engagement with the first pinion 730A and the second pinion 730B. This configuration allows the rail segment module 500 currently in the module receiving station 350 to be translated to the supply position FP and simultaneously coupled to the previously supplied rail segment module 500 (and therefore to the current mast stack 600) in a bottom-to-top stacking manner, and then the updated mast stack 600 is moved upwardly so that the just-supplied rail segment module 500 is coupled to the first pinion 730A and the second pinion 730B via the respective first rack elements 710A and respective second rack elements 710B of the just-supplied rail segment module 500.

[0135] 5b, 12 and 13, the rail segment modules 500 each include one or more respective guide rail elements 762 configured to be aligned with one another to form one or more corresponding continuous guide rails 760 when the rail segment modules 500 are successively stacked relative to one another in the gradually expanding mast stack 600. Correspondingly, the rail segment stacking system 400 includes a plurality of alignment rollers 490 configured to cooperate with the continuous guide rails 760 to maintain the rail segment modules 500, and thus the mast stack 600, in alignment relative to the rail segment stacking system 400.

[0136] In at least the illustrated example, one or more sets of alignment rollers 490 and corresponding continuous guide rails 760 provide transverse alignment. With reference to FIG. 12, two such continuous guide rails 760, also designated by reference numeral 760C, are provided on opposite transverse sides of a third structural member 510C of a rail segment module 500 in a mast stack 600 and cooperate with the transverse alignment rollers 490C. Similarly, two such continuous guide rails 760, also designated by reference numeral 760A, are provided on opposite transverse sides of a first structural member 510A of a rail segment module 500 in a mast stack 600 and cooperate with the transverse alignment rollers 490A. Furthermore, two such continuous guide rails 760, also designated by reference numeral 760B, are provided on opposite transverse sides of a second structural member 510B of a rail segment module 500 in a mast stack 600 and cooperate with the transverse alignment rollers 490B.

[0137] In at least this example, the rail segment stacking system 400 is integrated with the elevator platform 200. In such a configuration, the elevator platform 200 essentially performs two functions: an assembly function and an elevator function.

[0138] In the assembly function, the platform 200, in particular the rail segment stacking system 400 integrated in the platform 200, is locked relative to and fixed by the base structure 300. For this purpose, the kit 100, in particular the platform 200 and / or the base structure 300, comprises a locking arrangement (not shown) for selectively locking and unlocking the elevator platform 200 relative to the base structure 300. In the respective locked configuration, the rail segment stacking system 400 can be operated according to the assembly function in order to stack and transport the rail segment modules 500 to provide the gradually extending mast stack 600. In the respective unlocked configuration, the rail segment stacking system 400 can be operated according to the elevator function such that, during operation of the elevator system 900, the elevator platform 200 can be selectively transported along the fully assembled mast stack 600 via the continuous vertical elevator rail 620.

[0139] Thus, at least in this example, each continuous vertical elevator rail 620 of the elevator system 900 is provided, i.e., configured, by a corresponding first continuous rack member 750A and a second continuous rack member 750B, and thus the corresponding rack element 710 of the rail segment module 500 is provided, i.e., configured, by a respective elevator rail element 520.

[0140] In at least this example, motor drive system 420 provides the motive force for translating elevator platform 200 along elevator axis EA, which elevator platform 200 moves along in response to motor drive system 420 rotating pinions 730A, 730B relative to first and second continuous rack members 750A, 750B, respectively, and thus relative to their respective continuous vertical elevator rails 620. Similarly, continuous guide rail 760 and associated rollers maintain elevator platform 200 in alignment with mast stack 600.

[0141] It should be noted that in at least some alternative variations of this example, the rail segment stacking system 400 is not integrated with the elevator platform 200, and the rail segment stacking system 400 is structurally and / or operationally independent of the elevator platform 200. In such a configuration, the rail segment stacking system 400 can be permanently fixedly attached to, for example, the base structure 300, and perform an assembly function independent of the elevator platform 200, while the elevator platform 200 performs an elevator function. In such a case, during the assembly function, each platform 200 can be placed on the base structure 300, and the rail segment stacking system 400 can be operated according to the assembly function to stack and transport the rail segment modules 500 and provide the gradually extending mast stack 600. Once the assembly function is completed, the elevator platform 200 can be engaged with the continuous elevator rail 620 and can operate according to the elevator function, allowing the elevator platform 200 to be selectively transported along the fully assembled mast stack 600 via at least one continuous elevator rail 620 during operation of the elevator system 900. In such a case, the elevator platform 200 can carry its own motor system and pinion that can engage with each continuous rack member 750 that constitutes the continuous vertical elevator rail 620 of the elevator system 900. Alternatively, the rail segment module 500 can be configured with the elevator platform 200 having an elevator rack and pinion system or any other suitable transport system to allow an elevator to be transported on the rail segment module 500 when stacked on the mast stack 600. Similarly, an independent alignment system can be provided to maintain the alignment of the elevator platform 200 with respect to the mast stack 600 while operating under the elevator function.

[0142] Thus, in at least some such examples where the rail segment stacking system 400 is not integrated with the elevator platform 200, the elevator function can be performed using a cable system (not shown) rather than the rack and pinion arrangement 700.

[0143] For example, such a cable system may include one or more cables fixed at one end to the platform 200 and coupled at the other end to the drive unit 290, and configured such that when the drive unit 290 is operated to rotate in one direction or the other, the elevator platform 200 rises or falls correspondingly along the mast stack 600. For example, the drive unit 290 may be fixed to the mast stack 600, such as at its top or at its bottom (wherein the one or more cables are looped around one or more pulleys at the top of the mast stack 600). Alternatively, the drive unit 290 may be fixed to the base structure 300, with the one or more cables looped around one or more pulleys at the top of the mast stack 600.

[0144] Alternatively, for example, such a cable system may include one or more cables, one end of which is coupled to a drive unit 290 housed in the platform 200, and the other end of which is coupled to the mast stack 600 or the base structure 300, such that when the drive unit 290 is operated to rotate in one direction or the other, the elevator platform 200 rises or falls correspondingly along the mast stack 600. For example, the other end of the one or more cables may be fixed to the mast stack 600, e.g., at its top or at its bottom (wherein the one or more cables are looped around one or more pulleys at the top of the mast stack 600). Alternatively, said other end of the one or more cables may be fixed to the base structure 300, and the one or more cables are looped around one or more pulleys at the top of the mast stack 600 and lowered to the drive unit 290.

[0145] In at least this example, the drive system 450 includes a rack and pinion arrangement 700 that cooperates with the rail segment module 500, although in at least some other alternative variations of this example, other mechanical arrangements can be provided for the drive system to enable each rail segment module 500 to be fed from the module receiving station 350 through the rail segment stacking system 400 and to support and gradually transport the gradually extending mast stack 600 through the frame support 410 during operation of the elevator system 900, particularly during assembly of the elevator system 900 from the kit 100. Suitable drive systems based on, for example, a chain and sprocket arrangement or based on cables and pulleys can also be used.

[0146] 14, 15 and 18, in at least this example, the kit 100 further comprises a dispenser module 850 configured to sequentially dispense each of the plurality of lateral load bearing elements 812 into engaging relationship with the vertical surface VF. In particular, the dispenser module 850 is configured to sequentially selectively engage the lateral load bearing elements 812 with the vertical surface VF simultaneously as the mast stack 600 is assembled and advanced upwardly through the elevator rail assembly structure 400. However, as will become more clear herein, in at least some alternative variations of this example, the respective kits can omit the dispenser module.

[0147] In at least this example, the dispenser module 850 is configured to be carried by the thereby modified rail segment module 500. In at least this example, the dispenser module 850 is carried by the first or top rail segment module 500 in the mast stack 600, and thus the dispenser module 850 is operable to dispense and engage the lateral load bearing element 812 prior to the actual mast stack 600.

[0148] 18 , each lateral load bearing element 812 includes a load bearing end 864 and an engagement end 862. The load bearing end 864 is configured to protrude laterally from the vertical surface VF when the respective lateral load bearing element 812 is engaged against the vertical surface VF. The engagement end 862 is configured to be selectively engaged against the vertical surface VF when dispensed via the dispenser module 850.

[0149] As will become more clear herein, the engagement end 862 is configured to allow the lateral load bearing element 812 to be fixedly engaged to the vertical plane VF, and the load bearing end 864 is configured to allow the lateral load bearing element 812 to be slidably engaged to the mast stack 600.

[0150] In at least this example, the load-bearing end 864 includes an enlarged head portion 868 connected to the load-bearing panel 866F via a neck portion 869. The head portion 868 has a first width dimension WD1 and the neck portion 869 has a second width dimension WD2 that is significantly smaller than the first width dimension WD1. For example, the ratio of the first width dimension WD1 to the second width dimension WD2 can be any one of 1.5, 2, 3, 4, 5, or greater than 5.

[0151] Referring again to Figures 3 and 5b, each rail segment module 500 includes at least one lateral load-bearing rail element 810 configured to cooperate with a lateral load-bearing element 812, particularly during and after assembly of the elevator system 900 from the kit 100.

[0152] In particular, each lateral load-bearing rail element 810 is configured such that when the rail segment modules 500 are coupled and stacked sequentially within the mast stack 600, the respective lateral load-bearing rail elements 810 are aligned with one another to provide a corresponding continuous lateral load-bearing rail member 870. In at least some alternative variations of this example, the respective continuous lateral load-bearing elements of the respective mast stacks may be aligned with one another to provide a plurality of respective continuous lateral load-bearing rail members.

[0153] In any event, at least in this example, the continuous lateral load-bearing rail member 870 is configured to permit sliding engagement with the load-bearing ends 864 of the plurality of lateral load-bearing elements 812 so as to permit relative translation between each continuous lateral load-bearing rail member 870 and the load-bearing ends 864 in a first degree of freedom, while preventing free relative movement between the continuous lateral load-bearing rail member 870 and the load-bearing ends 864 in a second degree of freedom or a third degree of freedom. The first degree of freedom is parallel to the elevator transport axis EA, the second degree of freedom is orthogonal to the first degree of freedom and is in the lateral direction LD, and the third degree of freedom is orthogonal to the first degree of freedom and is in the transverse direction TD.

[0154] In at least this example, a lateral load-bearing rail element 810 is provided on each third structural member 510 C of each respective rail segment module 500 .

[0155] In at least this example, each rail segment module 500 includes a single lateral load-bearing rail element 810, although in alternative variations of this example, each respective rail segment module can include two or more respective lateral load-bearing rail elements.

[0156] For each rail segment module 500, a respective lateral load-bearing rail element 810 is fixed to a third structural member 510C, the lateral load-bearing rail element 810 being parallel to the elevator axis EA.

[0157] Each lateral load-bearing rail element 810 has a C-shaped cross-section, as best seen in Figure 5b, defining a lateral opening 815 between two arms 816 of the "C." The opening 815 has a second transverse width dimension WD2' and leads to a channel 820 having a first transverse width dimension WD1' that is greater than the second transverse width dimension WD2'.

[0158] For each rail segment module 500, each laterally load-bearing rail element 810 extends longitudinally along the longitudinal length of each third structural member 510C (i.e., along the effective longitudinal module dimension LS) such that ends 811, 813 of each laterally load-bearing rail element 810 are at respective ends 511, 513 of each rail segment module 500. At least in this example, each laterally load-bearing rail element 810 faces in opposite lateral directions relative to the first structural member 510A or the second structural member 510B of each respective rail segment module 500.

[0159] Channel 820 and opening 815 are each coextensive with a respective third structural member 510C and open at respective opposed longitudinal ends thereof.

[0160] The second transverse width dimension WD2' is greater than the second width dimension WD2 of each load-bearing end 864 but less than the first width dimension WD1. The first transverse width dimension WD1' is greater than the first width dimension WD1. In this manner, each lateral load-bearing rail element 810 can slide relative to each lateral load-bearing element 812 while each load-bearing end 864 is engaged relative to the channel 820. Such engagement allows relative movement between each lateral load-bearing rail element 810 (and thus each rail segment module 500), and thus the mast stack 600, and the lateral load-bearing element 812 in a longitudinal direction parallel to the elevator axis AE, but prevents any significant relative movement in either the transverse direction LD or the transverse direction TD, i.e., any such relative movement other than with respect to the clearance between each lateral load-bearing rail element 810 and each load-bearing end 864.

[0161] 2, each laterally load-bearing rail element 810 is positioned relative to the rail segment modules 500 such that when the rail segment modules 500 are coupled and stacked into the mast stack 600, each laterally load-bearing rail element 810 is aligned with one another to provide a corresponding continuous laterally load-bearing rail member 870. Thus, in at least this example, the mast stack 600 comprises a corresponding single continuous laterally load-bearing rail member 870. In at least some alternative variations of this example, the mast stack 600 can comprise multiple continuous laterally load-bearing rail members, typically parallel to one another and parallel to the elevator axis EA.

[0162] 15, 16 and 17, dispenser module 850 includes one or more dispenser magazines 852 housed in dispenser housing 851. Each dispenser magazine 852 is configured to house a plurality of lateral load bearing elements 812 in a respective stacked configuration and includes a biasing member 853, e.g., a spring, that biases the stack of lateral load bearing elements 812 toward a dispenser channel 855 provided at the front of housing 851. Dispenser channel 855 is configured to allow each of the lateral load bearing elements 812 in dispenser channel 855 to be attracted to a dispensing station 859 at the bottom of dispenser channel 855, such that as long as there are lateral load bearing elements 812 in dispenser module 850, one lateral load bearing element 812 will always be located at dispensing station 859.

[0163] The distribution station 859 is configured to hold each lateral load-bearing element 812 in sequence and allow each such lateral load-bearing element 812 to be distributed in the lateral direction LD toward the vertical plane VF during assembly of the elevator platform 900. For example, the distribution station 859 in at least this example includes a pair of mechanical stops 857 upon which each lateral load-bearing element 812 rests via complementary open slots 861 ( FIG. 18 ) while present at the distribution station 859.

[0164] The dispenser module 850 further comprises one or more applicators 890 configured to selectively dispense each lateral load bearing element 812 from the dispenser module 850 and engage the dispensed lateral load bearing element 812 against the vertical plane VF.

[0165] As described above, the elevator system 900 can be adapted for use with a variety of different types of vertical structures VS, e.g., architectural structures having an exterior fascia or structure that defines a vertical plane VF, e.g., an exterior fascia or structure made from one or more of concrete, stone, wood, glass, or metal. Thus, the form and structure provided for the engagement end 862 of each of the lateral load-bearing elements 812 depends on the type of exterior fascia or structure that defines the vertical plane VF that the lateral load-bearing elements 812 engage via their respective engagement ends 862. Thus, the particular type of lateral load-bearing element 812 for any given implementation of this example can be selected according to the type of exterior fascia or structure that defines the vertical plane VF. Similarly, the form and structure provided for the applicator 890 can also depend on the type of exterior fascia or structure that defines the vertical plane VF that the lateral load-bearing elements 812 engage via their respective engagement ends 862.

[0166] In one such example, the vertical surface VF includes a plurality of generally continuous glass panels. For example, each vertical structure VS can be an office building, an apartment building, or the like. With reference to Figs. 19a, 19b, and 19c, each engagement end 862 includes a corresponding plurality of suction cups 866A configured to engage with a respective glass panel of the vertical surface VF. For example, the suction cups 866A can be manipulated from a non-engaged configuration to an engaged configuration such that in the engaged configuration, a pressure difference between the atmosphere acting on an outer portion of the suction cups 866A and a low-pressure cavity inside the suction cups 866A causes the suction cups 866A to adhere to the glass surface. The low-pressure condition inside the suction cups 866A can be created by pressing the suction cups 866A against the glass panel, which can be achieved, for example, by pressing a plunger 867A attached to each suction cup 866A against the respective glass panel. In at least this example, each applicator 890, for example in the form of an actuator, for example in the form of a pneumatically, hydraulically or electrically actuated jack, is configured to selectively urge the suction cup 866A against the glass panel into a respective engaged configuration. For example, referring to FIG. 20(a), the applicator 890 is aligned with the plunger 867A of a particular lateral load-bearing element 812 currently present at the dispensing station 859. In operation of the dispenser module 850 to dispense a currently present lateral load-bearing element 812, referring to FIG. 20(b), the applicator 890 is operative to extend a respective actuating element (in the form of a jack 891) to engage the respective plunger 867A, thereby initially urging the respective lateral load-bearing element 812 into abutting contact with the respective glass panel in the vertical plane VF. The applicator 890 is then further operative to urge the suction cup 866A against the glass panel to ensure adhesion therebetween. At this point, each lateral load bearing element 812 has been ejected laterally from the dispensing station 859, is no longer supported by the mechanical stops 857, and the jacks 891 have been retracted (Figure 20(c)).The dispenser module 850 can then move (together with the mast stack 600) in an upward direction parallel to the elevator axis EA, away from the dispensed lateral load-bearing element 812, and can receive another lateral load-bearing element 812 into the dispensing station 859 (Figure 20d).

[0167] In another such example, the vertical surface VF includes a plurality of concrete and / or stone and / or wood structural elements.

[0168] For example, each vertical structure VS may be an office building, a warehouse, an apartment building, etc. Referring to Fig. 18, the load-bearing panel 866F of each engagement end 862 includes a plurality of openings 866B configured to allow the load-bearing panel 866F to be secured to a respective concrete / stone / wood panel of the vertical face VF via suitable bolts, nails, screws, etc.

[0169] In at least this example, each applicator 890 is in the form of, for example, an actuator, such as, for example, a powered screwdriver or the like configured to selectively drive a bolt or screw 893 into the vertical plane VF. For example, referring to FIG. 21a, the applicator 890 is aligned with the opening 866B of a particular lateral load-bearing element 812 currently present at the dispensing station 859. In operation of the dispenser module 850 to dispense a currently present lateral load-bearing element 812, referring to FIG. 21b, the applicator 890 operates to thread and insert the respective bolt or screw 893, thereby engaging the bolt or screw 893 against the vertical plane VF. The applicator 890 then operates further to push the lateral load-bearing element 812 into full load-bearing abutment against the vertical plane VF. At this point, each lateral load-bearing element 812 has been ejected laterally from the distribution station 859, is no longer supported by the mechanical stop 857, and each applicator 890 is retracted (FIG. 21c). The dispenser module 850 (together with the mast stack 600) can then move upwards parallel to the elevator axis EA away from the distributed lateral load-bearing element 812 and receive another lateral load-bearing element 812 into the distribution station 859 (FIG. 21d). A suitable automatic loading mechanism (not shown) can be provided to automatically load new screws / bolts 893 onto the respective applicators 890. In an alternative variation of this example, the screws / bolts 893 can be replaced by suitable nails, and each applicator 890 is in the form of a nail gun configured to nail each distributed lateral load-bearing element 812 into the vertical plane VF via the nail.

[0170] In another such example, the vertical surface VF includes a plurality of ferrous metal structural elements. For example, each vertical structure VS may be in the form of a steel braced structure, such as a tower or pylon. In such an example, each respective engagement end 862 correspondingly comprises a load-bearing panel having a plurality of magnetic elements configured to magnetically engage with the ferrous metal structural element. In such a case, each respective applicator 890 is in the form of an actuator configured, for example, to urge each respective lateral load-bearing element 812 into abutment and magnetic engagement with the vertical surface VF.

[0171] It should be noted that in each case, including the examples shown in Figures 20a-21d, each load-bearing end 864 is vertically aligned with the continuous lateral load-bearing rail member 870, and thus, after dispensing each lateral load-bearing element 812, when the dispenser module 850 is moved upwardly parallel to the elevator axis EA, its load-bearing end 864 is engaged within the channel 820 of the continuous lateral load-bearing rail member 870, thereby slidingly engaging the mast stack 600 in the vertical plane VF.

[0172] Kit 100 can be operated to assemble elevator system 900, for example, as follows.

[0173] 22a-e and 23a-e, a transport vehicle 950, such as a truck, van trailer, etc., can be used to transport the kit 100 to a desired location where it is desired to assemble the elevator system 900. For example, the respective vertical structure VS in question may be in the form of a multi-storey building or other tall structure, and the ground zone GZ may be, for example, a street or part of the ground next to the vertical structure VS.

[0174] Once the transport vehicle 950 is placed in the continuous position in the ground zone GZ, the base structure 300 can be removed from the transport vehicle 950 in the compact configuration SC and secured to the ground as shown in Figures 22a and 22b. This step can be performed manually or in an automated manner if the transport vehicle 950 is so configured. At least in this example, the rail segment stacking system 400 and the elevator platform 200 are coupled to the base structure 300 simultaneously.

[0175] 22c, the base structure 300 is operated to transition to the operational configuration OC by telescopically extending the support legs 310. At this point, the first rail segment module 500 can be delivered to the module receiving station 350, either manually or automatically, from outside the base structure 300, for example, from a suitable rail segment module source. In the illustrated example, the rail segment module source is provided by the transport vehicle 950, although in alternative variations of this example, the rail segment module source may be separate from the transport vehicle 950, for example, a separate vehicle may be utilized to transport and distribute the rail segment modules 500.

[0176] In either case, the rail segment module source can include a delivery rail structure 952 configured to facilitate the sequential delivery of each rail segment module 500 to the module receiving station 350 .

[0177] In at least this example, each rail segment module 500 is transitioned from the deployed configuration DC to the undeployed configuration UC via a pivoting motion prior to being inserted into the module receiving station 350. In such case, the rail segment modules are in their respective undeployed configurations UC while stored in the rail segment module source.

[0178] Once the first rail segment module 500 is inserted into the module receiving station 350 (FIGS. 22d and 23a), the module receiving station 350 is operated to feed the first rail segment module 500 to the rail segment stacking system 400, for example, by selectively biasing the trolley base 342 upward through a lift stroke LS from the module receiving position RP to a feed position FP (FIGS. 22e and 23b). At this point, the rail segment stacking system 400 supports and transports the first rail segment module 500 upward, allowing the trolley base 342 to return downward to the module receiving position RP, ready to receive the next rail segment module 500.

[0179] The dispenser module 850 can be coupled to the first rail segment module 500, and when the first rail module is transported away from the module receiving station 350, the dispenser module 850 can be operated to selectively engage at least one lateral load-bearing element 812 relative to the vertical plane VF.

[0180] Next, referring to FIG. 23c, the next rail segment module 500 is inserted into the module receiving station 350, which is operated to supply the received rail segment module 500 to the rail segment stacking system 400, and at the same time, the just-supplied rail segment module 500 is coupled to the previously transported rail segment module 500, thereby stacking successive rail segment modules supplied from the module receiving station sequentially in a bottom-to-top direction to form a mast stack 600.

[0181] The rail segment stacking system 400 is then operated to transport the mast stack 600 including the just-coupled rail segment module 500 away from the module receiving station 350, thereby allowing an additional rail segment module 500 to be received by the module receiving station 350. At the same time, the previously stacked rail segment module 500 is coupled to the previously engaged lateral load-bearing element 812 on the vertical plane VF, thereby also securing the just-coupled rail segment module 500 to the vertical plane VF.

[0182] The steps of inserting a new rail segment module 500 into the module receiving station 350, feeding the received rail segment module 500 into the rail segment stacking system 400, combining with the previously fed rail segment module 500, and transporting the thus grown mast stack 600 through the rail segment stacking system 400 are repeated for each new rail segment module 500 delivered by the rail segment module source until the top of the mast stack 600 reaches the desired height (FIG. 23d). At the same time, the dispenser module 850 is operated to selectively engage at least one lateral load-bearing element 812 against the vertical plane VF each time the mask stack 600 advances upward in response to a new rail segment module 500 being provided. At this point, the last engaged rail segment module 500 can be secured to the ground zone GZ, and the base structure 300 can be optionally removed. The mast stack 600 is also secured to the vertical plane VF via the lateral load-bearing element 812, and the assembled elevator system 900 is ready for use.

[0183] Thus, the elevator system 900 can be assembled from the kit 100 relatively quickly on-site and without the need for prior modification of the vertical structure VS, allowing the kit to be used with a variety of existing building structures and in connection with emergency evacuation situations where time may be critical.

[0184] 23e, elevator platform 200, previously separated from base structure 300, can be operated to move upwards or downwards along elevator axis EA via continuous vertical elevator rail 620. Such operation can be performed via a passenger carried on elevator platform 200 or via remote control from the ground.

[0185] In at least some other examples, the lateral load-bearing elements 812 are already fixed to the vertical plane VF before assembling the elevator system 900 from the kit 100. For example, such lateral load-bearing elements 812 are provided on the vertical plane VF during or immediately after construction of the vertical structure VS, or such lateral load-bearing elements 812 are left in place after the elevator system 900 is pre-assembled and then disassembled in the same location. In such cases, it is not necessary to couple the dispenser module 850 to any of the rail segment modules 500. Rather, during assembly of the elevator system 900, the mast stack 600 is engaged to the existing lateral load-bearing elements 812 on the vertical plane VF.

[0186] In an example where the assembled elevator system 900 is used for fire fighting functions, the first and / or second continuous channels can be connected to a source of pressurized water, e.g., a fire hydrant, e.g., via coupling to respective ports 535 (e.g., corresponding to a rail segment module 500 at a lower end of the mast stack 600) to allow pressurized water to enter the first continuous channel, the second continuous channel, and the delivery pipe element 530 of the rail segment module 500 of the mast stack 600. Further, another one or more of the ports 535 corresponding to one or more selected rail segment modules 500 of the mast stack 600 (e.g., at an upper end of the mast stack 600) can be opened, thereby allowing pressurized water to be supplied to the vertical structure VS at a height corresponding to the one or more open ports 535. Optionally, a hose pipe can be coupled to the port 535, thereby allowing pressurized water to be delivered via the hose pipe.

[0187] Disassembly of elevator system 900 essentially involves the same steps as assembly, but in reverse, with the primary difference being that during disassembly, lateral load-bearing elements 812 are typically not removed from vertical plane VF, whereas in at least some instances, lateral load-bearing elements 812 can be removed from vertical plane VF during or after disassembly.

[0188] In the method claims which follow, the alphanumeric and roman numerals used to designate the claimed steps are provided for convenience only and do not imply any particular order for performing the steps.

[0189] Finally, it should be noted that the term "including" as used throughout the appended claims should be interpreted to mean "including but not limited to."

[0190] While examples have been shown and disclosed in accordance with the subject matter of the present disclosure, it will be recognized that many changes can be made therein without departing from the scope of the subject matter of the present disclosure as set forth in the claims.

Claims

1. A kit for providing an elevator system that defines an elevator transport axis with respect to an exposed vertical surface of a vertical structure, the kit comprising an elevator platform, a plurality of rail segment modules, a base structure, and a rail segment stacking system, Each of the rail segment modules comprises one or more elevator rail elements, and the rail segment modules are configured to be stacked continuously with respect to one another via the rail segment stacking system, thereby providing a correspondingly gradually extending mast stack, and each of the elevator rail elements is aligned with respect to one another to form at least one continuous vertical elevator rail parallel to the elevator transport axis, and the rail segment modules are further configured to selectively engage with the vertical plane during the operation of the elevator system. The elevator platform is configured to be selectively transported along the mast stack parallel to the elevator transport axis via the at least one continuous vertical elevator rail when the elevator system is in operation. The base structure is configured to be fixed to a ground zone adjacent to the vertical surface and has a module receiving station configured to selectively receive each rail segment module sequentially from a rail segment module source and to sequentially supply each received rail segment module to the rail segment stacking system. The rail segment stacking system is configured to combine rail segment modules supplied to the rail segment stacking system from the module receiving station on-site and stack them from bottom to top, thereby providing the gradually extending mast stack, and after each rail segment module has been combined and stacked in the rail segment stacking system, the gradually extending mast stack is transported selectively vertically and gradually further away from the ground zone, the kit.

2. The rail segment stacking system is - Transporting the first rail segment module away from the module receiving station, thereby enabling further rail segment modules to be received by the module receiving station from the rail segment module source, - The continuous rail segment modules supplied from the module receiving station to the rail segment stacking system are sequentially coupled to the rail segment module that was just delivered, thereby enabling the continuous rail segment modules supplied from the module receiving station to be stacked sequentially from bottom to top, forming a gradually elongating mast stack having a gradually increasing vertical dimension that correlates with the number of rail segment modules stacked in the mast stack. The kit according to claim 1, configured to transport the mast stack, including the rail segment modules that have just been coupled, away from the module receiving station, thereby enabling further rail segment modules to be received by the module receiving station.

3. The rail segment stacking system comprises a frame support configured to allow each rail segment module to be supplied from the module receiving station through the frame support, and a drive system configured to gradually transport the gradually extending mast stack through the frame support during operation of the system, according to claim 1.

4. - The drive system comprises a rack and pinion configuration cooperating with the rail segment module, the drive system further comprises a motor drive system operably coupled to the rack and pinion configuration, the rack and pinion configuration comprising a first plurality of rack elements and a second plurality of pinions, the rack elements being provided within the rail segment module, and the pinions being provided within the frame support. - The drive system comprises a rack and pinion configuration cooperating with the rail segment module, the drive system further comprises a motor drive system operably coupled to the rack and pinion configuration, the rack and pinion configuration comprises a plurality of first rack elements and a plurality of second pinions, the rack elements are provided within the rail segment module, the pinions are provided within the frame support, and the pinions are rotatably mounted with respect to the frame support and operably coupled to the motor drive system. - The drive system comprises a rack and pinion configuration cooperating with the rail segment module, the drive system further comprises a motor drive system operably coupled to the rack and pinion configuration, the rack and pinion configuration comprising a first plurality of rack elements and a second plurality of pinions, the rack elements being provided within the rail segment module, the pinions being provided within the frame support, and the pinions being rotatably mounted with respect to the frame support and operably coupled to the motor drive system, and each rail segment module comprising at least one of the rack elements corresponding to each of the pinions, the at least one of the rack elements being provided on each of the elevator rail elements such that, when the rail segment modules are coupled to the mast stack and stacked, each of the rack elements corresponding to the pinions provides at least one corresponding continuous rack member, thereby allowing the mast stack to be translated linearly in response to the pinions rotated by the motor drive system. - The drive system comprises a rack and pinion configuration that cooperates with the rail segment module, the rack and pinion configuration comprising a plurality of first rack elements and a plurality of second pinions, the rack elements being provided on the frame support and the pinions being provided on the rail segment module. The kit according to claim 3, comprising one of the following.

5. The kit according to claim 1, wherein each rail segment module comprises one or more guide rail elements configured to align with each other to form one or more corresponding continuous guide rails when the rail segment modules are stacked continuously with respect to each other in the gradually extending mast stack, and the rail segment stacking system comprises a plurality of alignment rollers configured to cooperate with the one or more continuous guide rails to maintain the rail segment stacking system aligned with respect to the mast stack.

6. - The rail segment stacking system is to be integrated with the elevator platform. - The rail segment stacking system is integrated with the elevator platform, and each of the continuous vertical elevator rails is provided by at least one continuous rack member. - The rail segment stacking system is integrated with the elevator platform, and each of the continuous vertical elevator rails is provided by at least one of the continuous rack members, and the kit includes a locking mechanism for selectively locking and unlocking the elevator platform relative to the base structure, and in each locked configuration, the rail segment stacking system can operate to stack and transport the rail segment modules to provide the mast stack, and in each unlocked configuration, the rail segment stacking system is configured to selectively transport the elevator platform along the mast stack via the at least one continuous elevator rail during the operation of the elevator system. The kit according to claim 1, comprising one of the following.

7. The kit according to claim 1, wherein the rail segment stacking system is fixedly mounted to the base structure, and the elevator platform is structurally and operationally independent of the rail segment stacking system.

8. - Each rail segment module is configured to be deployed between a storage configuration and a stacking configuration, in the storage configuration each rail segment module has a compact form relative to the stacking configuration, and in the stacking configuration each rail segment module can be stacked with other rail segment modules to provide the mast stack. - Each rail segment module is configured to be deployed between a storage configuration and a stacking configuration, in the storage configuration each rail segment module has a compact form relative to the stacking configuration, in the stacking configuration each rail segment module can be stacked with other rail segment modules to provide the mast stack, and in the storage configuration each rail segment module is surrounded by a first envelope surrounding a first volume, and in the stacking configuration each rail segment module is surrounded by a second envelope surrounding a second volume, the second volume being larger than the first volume. - Each rail segment module is configured to have a fixed shape that allows the rail segment modules to be stacked relative to each other in order to provide the mast stack. - Each rail segment module is provided with a first coupling configuration at its first longitudinal end and a second coupling configuration at its second longitudinal end, wherein the first coupling configuration of each rail segment module is configured to connect with the second coupling configuration of another rail segment module, and the second coupling configuration of each rail segment module is configured to connect with the first coupling configuration of another rail segment module. - Each rail segment module comprises a plurality of structural members interconnected in terms of load-bearing capacity. - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each structural member is in the form of a support column extending along the axial length of each rail segment module. - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each structural member is in the form of a support column extending along the axial length of each rail segment module, and each rail segment module comprises at least three of the structural members, and each structural member is in the form of a support column having an upper end and a lower end. - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each structural member is in the form of a support column extending along the axial length of each rail segment module, and each rail segment module comprises at least three of the structural members, each structural member being in the form of a support column having an upper end and a lower end, and each of the rail segment modules is provided with a first coupling member at one end of the rail segment module and a second coupling member at the other end of the rail segment module, and each of the first coupling members is configured to selectively couple with each of the second coupling members of another rail segment module, and each of the second coupling members is configured to selectively couple with each of the first coupling members of another rail segment module, - Each rail segment module comprises a plurality of structural members interconnected in terms of load-bearing capacity, and each rail segment module comprises a first rack element fixedly attached to the first structural member, and a second rack element fixedly attached to the second structural member. - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each rail segment module comprises a first rack element fixedly attached to the first structural member and a second rack element fixedly attached to the second structural member, and for each of the rail segments, the first structural member and the second structural member are in a fixed, laterally spaced relationship. - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each rail segment module comprises a first rack element fixedly attached to the first structural member and a second rack element fixedly attached to the second structural member, and for each of the rail segments, the first structural member and the second structural member are in a fixed, laterally spaced relationship, and each of the rail segment modules comprises at least a third structural member laterally spaced from the first and second structural members by the segment lateral spacing, - Each rail segment module comprises a plurality of structural members interconnected in a load-bearing relationship, and each rail segment module comprises a first rack element fixedly attached to a first structural member and a second rack element fixedly attached to a second structural member, and for each of the rail segments, the first structural member and the second structural member are in a fixed, laterally spaced relationship, and each rail segment comprises at least a third structural member laterally spaced from the first and second structural members by a segment lateral spacing, and each first structural member and the second structural member are movably attached to the third structural member and are movable between a non-deployed configuration and a deployed configuration, in the non-deployed configuration each rail segment module has a compact form relative to the deployed configuration, and in the deployed configuration each rail segment module can be stacked with other rail segment modules to provide the mast stack. The kit according to claim 1, comprising one of the following.

9. The kit according to claim 1, wherein the rail segment module is configured to be selectively fixedly engaged with the vertical surface via a plurality of lateral load-bearing elements pre-provided on the vertical surface.

10. The kit according to claim 9, wherein each of the lateral load-bearing elements has a load-bearing end projecting laterally from the vertical plane, and each of the rail segment modules has at least one lateral load-bearing rail element, the at least one lateral load-bearing rail element is configured to align with each other to provide the corresponding at least one continuous lateral load-bearing rail member when the rail segment modules are coupled and stacked on the mast stack, the at least one continuous lateral load-bearing rail member is configured to allow sliding engagement with the load-bearing ends of the plurality of lateral load-bearing elements such that a first degree of freedom allows relative translation between the at least one continuous lateral load-bearing rail member and the load-bearing end, while a second degree of freedom and a third degree of freedom orthogonal to the first degree of freedom prevent free relative movement between the at least one continuous lateral load-bearing rail member and the load-bearing end, the first degree of freedom is parallel to the elevator transport axis.

11. The kit according to claim 1, wherein the mast stack is assembled via an elevator rail assembly structure, and further comprises a dispenser module configured to selectively engage a plurality of lateral load-bearing elements with respect to the vertical surface.

12. The kit according to claim 11, wherein each of the lateral load-bearing elements comprises a load-bearing end configured to protrude laterally from the vertical surface when the lateral load-bearing element is engaged with the vertical surface, and an engagement end configured to selectively engage with the vertical surface when distributed via the dispenser module.

13. - The vertical surface includes a plurality of glass panels, and each of the engagement ends includes a corresponding plurality of suction cups configured to engage with the glass panel. - The vertical surface comprises a plurality of iron metal structural elements, and each of the engagement ends comprises a plurality of magnetic elements configured to magnetically engage with the iron metal structural element. - The vertical surface comprises a plurality of concrete or stone structural elements, and each of the engagement ends comprises a plurality of nails or screws configured to engage with the concrete or stone structural elements. - The dispenser module is configured to continuously distribute the lateral load-bearing elements in an engaging relationship with the vertical plane. - The dispenser module is configured to continuously distribute the lateral load-bearing elements in an engaging relationship with the vertical plane, and the dispenser module comprises at least one dispenser magazine configured to accommodate a plurality of the lateral load-bearing elements, and an applicator configured to selectively distribute each of the lateral load-bearing elements from the at least one magazine and to engage the distributed lateral load-bearing elements with the vertical plane. The kit according to claim 12, comprising one of the following.

14. - Each of the rail segment modules comprises at least one lateral load-bearing rail element configured such that when the rail segment modules are coupled and stacked on the mast stack, each of the at least one lateral load-bearing rail element aligns with the others to provide the corresponding at least one continuous lateral load-bearing rail member, wherein the at least one continuous lateral load-bearing rail member is configured to allow sliding engagement of the plurality of lateral load-bearing elements with the load-bearing end, while allowing relative translation in a first degree of freedom between the at least one continuous lateral load-bearing rail member and the load-bearing end, and preventing free relative movement in a second degree of freedom and a third degree of freedom orthogonal to the first degree of freedom, the first degree of freedom being parallel to the elevator transport axis. - The dispenser module is configured to be supported by the rail segment module modified thereby. - The dispenser module is configured to be supported by the rail segment module modified thereby, and the dispenser module is mounted on the first rail segment module. The kit according to claim 11, comprising one of the following.

15. The kit according to claim 1, further comprising a fire extinguishing system.

16. An elevator system provided by a kit as described in any one of claims 1 to 15, wherein the elevator system is provided by assembling the elevator platform, the plurality of rail segment modules, the base structure, and the rail segment stacking system of the kit.

17. An elevator rail assembly structure configured to stack rail segment modules on-site to provide a gradually extending mast stack, wherein the elevator rail assembly structure comprises a base structure and a rail segment stacking system. The base structure is configured to be fixed to a ground zone adjacent to the vertical surface and has a module receiving station configured to selectively receive each rail segment module sequentially from a rail segment module source and to sequentially supply each received rail segment module to the rail segment stacking system. An elevator rail assembly structure comprising a rail segment stacking system configured to combine rail segment modules supplied to the rail segment stacking system from a module receiving station on-site and stack them from bottom to top, thereby providing the gradually extending mast stack, and after each rail segment module has been combined and stacked in the rail segment stacking system, the gradually extending mast stack being transported selectively vertically and gradually further away from the ground zone.

18. The rail segment stacking system is - Transporting the first rail segment module away from the module receiving station, thereby enabling further rail segment modules to be received by the module receiving station from the rail segment module source, - The continuous rail segment modules supplied from the module receiving station to the rail segment stacking system are sequentially coupled to the rail segment module that was just delivered, thereby enabling the continuous rail segment modules supplied from the module receiving station to be stacked sequentially from bottom to top, forming a gradually elongating mast stack having a gradually increasing vertical dimension that correlates with the number of rail segment modules stacked in the mast stack. - The elevator rail assembly structure according to claim 17, configured to transport the mast stack, including the rail segment modules that have just been coupled, away from the module receiving station, thereby enabling further rail segment modules to be received by the module receiving station.

19. A method for providing an elevator system for an exposed vertical surface of a vertical structure, the method being: (a) To provide a kit according to any one of claims 1 to 15, (b) Selectively inserting the first rail segment module into the module receiving station and supplying the first rail segment module to the rail segment stacking system, (c) Selectively insert the next rail segment module into the module receiving station, cause the module receiving station to supply the received rail segment module to the rail segment stacking system, and simultaneously combine the just supplied rail segment module with the rail segment module that was just transported, thereby sequentially stacking the continuous rail segment modules supplied from the module receiving station from bottom to top to form the mast stack, (d) Transporting the mast stack, including the rail segment module that has just been coupled, away from the module receiving station, thereby enabling further rail segment modules to be received by the module receiving station, (e) Fixing the rail segment module that has just been joined to the vertical surface, A method comprising (f) repeating steps (c), (d), and (e) until the final rail segment module is inserted into the module receiving station in step (c).

20. The following steps, namely, (g) A step of applying steps (d) and (e) to the final rail segment module inserted into the module receiving station in step (c), (h) The final step of fixing the rail segment module to the ground zone, (h) the step of fixing the final rail segment module to the ground zone, and (i) the step of removing the base structure from the ground zone. (j) The steps of attaching the elevator platform to the mast stack and selectively operating the elevator system to transport the elevator platform vertically along the vertical mast stack via at least one continuous vertical elevator rail, (k) The rail segment stacking system is attached from the elevator platform to the mast stack, and the elevator system is selectively operated to transport the elevator platform vertically along the vertical mast stack via the at least one continuous vertical elevator rail, The method according to claim 19, further comprising one of the steps of:

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