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BACKGROUND OF THE INVENTION 
       [0001]    The invention belongs to the area of elevators, cranes and lifting equipment, particularly, to the systems of transportation, evacuation and rescuing of people, primarily, from high-rise buildings, and can also be used in construction, fire extinguishing and maintenance of high-rise buildings. 
       FIELD OF THE INVENTION 
       [0002]    At present, vertical transportation in high-rise structures is mostly limited with stairways and elevators, of which those with the highest reach achieve the altitude level of only 70-90 meters. Effectiveness of fire-fighting installed on the outside of a construction is restricted by height of the ladders used in extinguishing fire and for evacuating people. In performing constructing and operating works, opportunities to access the walls from outside and the roof of the building are limited. For instance, in window washing, timber floorings (the so-called monkey boards) are primarily used, which unsafely hang down on straps fastened in the upper part of a structure. It is often that during construction of buildings, problems occur with erection of scaffoldings, and no vehicles exist to ensure people&#39;s access to a façade of a high-rise construction. 
         [0003]    A device is known that is used to conduct fire-fighting and rescuing operations, which comprises a vehicle that carries a telescopic column with its extension mechanism and facilities to accommodate evacuees (RU 2079312 A, published on 20 May 1997). 
         [0004]    Functionalities of such a device are limited by that it cannot be used to rescue people and perform fire-fighting operations on high-rise constructions with height of over 90 meters, which are often called skyscrapers. 
         [0005]    The evacuating system for high-rise buildings is also known that comprises rails mounted on the wall of the building, along which a cabin can move in order to deliver to the location of fire, firemen and rescuers, and to evacuate people from a fire area. The rail along which the cabin moves has H-shape in its cross-section, and there are teeth used to contact with driving cog-wheels (U.S. Pat. No. 4,865,155, issued Sep. 12, 1989). 
         [0006]    The system allows performing operations related to fire-extinguishing and evacuation of people only in the area where the rail is located which significantly limits opportunities of its utilization in case of arbitrary configuration of a building&#39;s walls. 
       SUMMARY OF THE INVENTION 
       [0007]    This invention is aimed at resolving the engineering task of enabling transportation of a moving object on outer plane of a construction and an opportunity for it to shift from vertical movement to horizontal movement with any configuration of walls of a construction, including curvilinear configuration, and the task of ensuring minimization of physical loads on the structure of a building during movement on a rail of the moving object and its use as a lifting crane of the tower type. 
         [0008]    The technical result achievable through using the proposed invention consists in increasing the efficiency and broadening of operational capacities during maintenance of high-rise projects due to enabling weight and people transportation along the outer surfaces of a building and towards its roof with any wall configuration, supplying of auxiliary (including fire-fighting) equipment to any point of a building&#39;s outside, evacuation of people from a construction in event of fire or other emergencies, as well as minimization of physical loads on the structure of a building during movement on a rail of the moving object and its use as a lifting crane of the tower type. 
         [0009]    The above technical result is achieved due to the fact that the lifting system for maintenance of high-rise buildings, which walls are made with projections, comprises the first rail mounted on the first section of a wall and the second on the second wall section, both rails being located at a distance, and a hoisting tackle provided with a device to fasten it to a rail and a device for its movement in relation to the rail, which system is distinguished by that it has a device to shift the hoisting tackle made as the third rail placed between the first and second ones and a device, which is attached to the third rail, and used to move this third rail between two extreme positions, in the first of which this third rail is docked, along its length, with the first rail and represent the extension of the first rail used to shift the hoisting tackle from the first rail to the third rail, and in the second extreme the third rail is docked along its length with the second rail and represents an extension of the second rail in order to shift the hoisting tackle from the third to the second rail. 
         [0010]    The device used to fasten the hoisting tackle to the rail is made as two groups of support wheels, each of which consists of at least one wheel, and the rotation axis of the support wheels are perpendicular to at least one plane, in which at least one longitudinal axis of a rail is located; the wheels of the first group are provided with the opportunity to contact the first bearing area of the rail, which area is opposite to at least one of the second bearing areas of the rail, and the wheels of the second group are provided with opportunity to contact the second bearing area of the rail. 
         [0011]    The device to fasten the hoisting tackle to a rail, includes additionally the third group of wheels, rotation axes of which are perpendicular to at least one plane, in which at least one longitudinal axis of a rail, and the support wheels of the third group are provided with the opportunity to contact at least one third bearing area of the rail, mated with one of the second bearing areas of the rail and located on the angle to the said second bearing area of the rail. 
         [0012]    The device to move the hoisting tackle is made as a cog-wheel connected to a drive, position of teeth in which corresponds to position of teeth made on each of the above rails along their lengths. Otherwise, it can be made in a form of at least one of the support wheels and consist of a cog-wheel connected to a drive, position of teeth of which corresponds to position of teeth made on a rail along its length. 
         [0013]    Each rail is made as a major component with uniform section, to which a rack is rigidly fastened with teeth along its length. 
         [0014]    The device to move the hoisting tackle is made as a rubber-bonded wheel connected to a drive pressed on a rail with the effort sufficient to exclude slippage of the wheel against the rail. Otherwise, the device to move the hoisting tackle is made as at least one of the rubber-bonded support wheels connected to a drive and installed as to ensure that pressing of the wheel to the rail is conducted with the effort that excludes slippage of the said wheel against the rail. Otherwise, the device to move the hoisting tackle is made as a rope equipped with its moving device, for instance, as a winch. 
         [0015]    The hoisting tackle is provided with a safety brake provided with possibility to enable deceleration and stop of the hoisting tackle in event of breakdown of the hoisting-tackle moving device. 
         [0016]    The system also comprises an additional hoisting tackle similar to the above hoisting tackle. 
         [0017]    Within the system, a controlled pullout two-position stop is provided near to at least one end of at least one of the rails. In its first position, the controlled stop hinders movement of the hoisting tackle and the additional hoisting tackle off the relevant rail, and in the second position, the controlled stop does not hinders moving of the said tackles off the rail. The system includes the third-rail position transducer connected to the input of at least one control unit of the controlled stops, which ensures shifting into the second position of the controlled units located at mated ends of rails and shifting to the third position of all other controlled stops. 
         [0018]    System rails can be H-shaped. 
         [0019]    A hoisting tackle can be made as a platform. 
         [0020]    The third-rail moving device comprises at least one linear drive, a fixed part of which is attached to the high-rise building, while a moving part to the third rail. The hoisting tackle shifting device is provided with a support section fastened to the third rail to enable alternate motion of the third rail between the first and second rails. The support section is made as guides fixedly attached between edges of the walls which edges are located closely, and the support wheels attached to the third rail are located on the guides. 
         [0021]    A self-contained traveling vehicle may be included into the system, on which an auxiliary rail will be fastened movably in order to enable mating of the third rail to at least either the first or the second rails so that the auxiliary rail makes the extension of a relevant rail. Otherwise the system may include a self-contained traveling vehicle equipped with the fastening and moving devices for the hoisting tackle that will enable delivery and returning of the hoisting tackle as well as its retention at a rail during operations of attaching and detaching of the hoisting tackle to/from that rail. 
         [0022]    In order to ensure minimization of physical loads on a building&#39;s structure during movements of hoisting tackles on each of the rails, the system is provided with a metal load-bearing skeleton that is installed in a well inside the high-rise building&#39;s perimeter and forms a vertical structure of a tower-crane type, on which a rail is rigidly fastened. In order to minimize vibration transferred to the building&#39;s structure during movements of hoisting tackles on each of the rails, the load-bearing skeleton is connected with the load-bearing elements of the building via damping buckles. In order to ensure sound insulation for the rooms in the building that abut with the area of installation of a rail, such rail will be fastened to the load-bearing skeleton via a metal sheath. In order to provide the rooms in the building that abut with the area of installation of a rail with thermal impact effect protection, a free clearance is provided between the load-bearing skeleton and the building&#39;s wall which acts as an air cushion. In order to protect the vertical tower-type structure and the building&#39;s walls from weather factors&#39; exposure, the load-bearing skeleton with a rail inside will be closed at its full length with expanding folds. In order to enable utilization of rooms that abut inside the building to the rail installation area as self-contained functional rooms for purpose of people&#39;s safe sheltering and evacuating, the metal load-bearing skeleton is divided into autonomous sections. 
         [0023]    To enable admission of people to each of the autonomous sections, the sections are connected between each other with stairways and/or evacuation inter-floor grounds, and/or intermediate stairway grounds. In order to enable communication of each autonomous section with parallel floors of the building, the load-bearing skeleton is covered from outside with heat-resistant casing which is provided in the areas of location of the grounds of autonomous sections with doorways. In order to ensure safety of people during passing via adjacent doorways, a hermetic seal is laid along the perimeter of connection of the adjacent doorways. In order to protect the autonomous sections from adverse exposures, the doorways are equipped with hermetically closed doors made of heat-resistant material. 
         [0024]    In order to ensure communication of each autonomous section with internal compartments of the installed-in-parallel hoisting tackles, evacuation exits of the building are provided in the heat-resistant casing of the metal load-bearing skeleton in the areas of the rail location. In order to ensure protection of the autonomous sections and internal compartments of the hoisting tackles from adverse exposures, the evacuation exits are equipped with hermetically closed doors made of heat-resistant material. In order to ensure protection of the autonomous sections from adverse exposures, the autonomous sections are isolated from each other with hermetic heat-resistant wall partitions and inter-stairway walls. In order to enable communication between areas of the autonomous sections insulated with use of partitions and walls, the wall partitions are provided with hermetically closed doors made of heat-resistant material. 
         [0025]    In order to ensure rigid connection of a hoisting tackle with the structure of the building, which is necessary in order to increase stability and carrying capacity of the hoisting tackle, the autonomous section is provided with take-up casings, which interact with the supporting elements of the hoisting tackle; otherwise the hoisting tackle is provided with take-up casings which interact with supporting elements of the autonomous section. In order to enable temporary rigid connection of the hoisting tackle with the building&#39;s structure that is required in order to increase stability and carrying capacity of the hoisting tackle at the moment of such connection, the supporting elements are positioned within the guiding casings of the autonomous section and are telescoped into the take-up casings of the hoisting tackle either manually or by means of screw-jack devices; otherwise the supporting elements are positioned within the guiding casings of the hoisting tackle and are telescoped into the take-up casings of the autonomous section, either manually or by means of screw-jack devices. In order to ensure temporary rigid connection of the hoisting tackle with the building&#39;s structure on a selected area of the vertically-mounted rail, which is required in order to increase stability and carrying capacity of the hoisting tackle at the moment of such connection, the guiding casings with the supporting elements inside them are provided at every level of the building along the length of the vertical rail; otherwise the take-up casings are provided at every level of the building along the length of the vertical rail. 
         [0026]    In order to enable using the hoisting tackle as a lifting tower crane, a vertical tower-type truss is installed on top of the upper horizontal surface of the hoisting tackle, on top end of which a turntable, an outrigger, an operator&#39;s cabin and hauling and lifting mechanisms are installed. In order to minimize physical loads on the rail when using the lifting tower crane, the system comprises at least two hoisting tackles, rigidly connected to each other with use of an additional vertical truss of the tower type. 
         [0027]    The vertical tower-type trusses consist of collapsible sections that can be assembled by means of mounting pins, grooves, openings and screw couplings. A hoisting tackle has, on its outside horizontal surfaces, mounting pads with which mounting frames of collapsible sections are in contact. In order to ensure precise positioning of the sections of the vertical tower-type trusses on the outside horizontal surfaces, on its upper horizontal surface grooves are provided which fit with mounting pins of the sections, while the lower horizontal surface of the hoisting tackle is provided with removable mounting pins which fit with sections&#39; grooves. 
         [0028]    In order to provide access by the personnel to the outside horizontal surfaces of a hoisting tackle, the hoisting tackle is provided with a cabin divided by an inter-floor ground into the upper and lower levels, of which the first communicates with the mounting pad of the upper horizontal surface via an aperture and a hatch, and the second communicates with the mounting pad of the lower horizontal surface via an aperture and a hatch. The levels are connected between them with a ladder through an aperture in the inter-level ground. in order to ensure communication between the inside compartment of the hoisting tackle and an autonomous section, tambours are provided on outside surface of the hoisting tackle mating the building, which tambours communicate with the building&#39;s evacuation exists. In order to enable communication between the internal compartment of the hoisting tackle and the outside surface of the hoisting tackle that does not mate to the building, a hermetically closed door is used. 
         [0029]    In order to enable using a hoisting tackle as a lifting tower-type crane, the system is equipped with a docking device for purpose of mechanical installation of a removable rail section on the wall of the building. The docking device represents a pullout frame installed in the building&#39;s compartment and connected to the screw-jack devices that move the pullout frame beyond the outer dimensions of the building. The pullout frame is equipped with support wheels which contact the guides provided in the surfaces of the compartment. The pullout frame has, in its frontal part, a take-up panel with overlay guides provided on its left- and right-hand sides. In order to enable connection with the take-up panel, the removable rail section is equipped with a mounting panel that repeats after the design of the take-up panel, and thickness of the mounting panel is less than clearance between the overlay guides and the outer surface of the take-up panel is. 
         [0030]    To enable overcoming by the hoisting tackles of horizontal cornices of the building, the cornices are equipped with transfer junctions. In respect to horizontal cornices up to 3 meter wide, a transfer junction represents a functional compartment of the building in which a pullout frame is installed connected to screw-jack devices, with use of which the pullout frame can move from the functional compartment outside, beyond the building plane&#39;s outer dimensions. The pullout frame is equipped with support wheels which contact the guides made in the outer surface of a cornice and in the upper part of the functional compartment. The pullout frame has, in its frontal part, an external panel with a movable rail section installed on it. In respect to horizontal cornices over 3 meters wide, for buildings with the projection-shaped outer surfaces, a transfer junction is a functional compartment of the building in which a self-propelled module is placed equipped with motor unit required in order to drive cog-wheels contacting with the rack-guides. The self-propelled module can move from the functional compartment outside, beyond outer dimensions of the building plane, on support wheels which contact with guides provided on external surface of the cornice of the building serviced. The self-propelled module has in its frontal part an external panel with a movable rail section provided on it. 
         [0031]    In order to enable using a hoisting tackle as a lifting tower-type crane, the external plane of the hoisting tackle is provide with a removable frame, which is fixedly connected via a rotary connector assembly with a mounting turntable. Mechanized rotation of the mounting turntable on 180° in respect to symmetry axis of the hoisting tackle is enabled by that the turntable is equipped with a rotary frame movably connected via a rotary block with a hauling gear of the lifting mechanism installed in the upper part of the removable frame. The mounting turntable is movably connected via its lower surface, with hauling gears of lifting mechanisms located in the support shafts. 
         [0032]    The specified technical results is also achieved due to that the lifting system for service of high-rise buildings with curvilinear profile of their external surfaces comprises vertically positioned rails mounted on outer surfaces of such buildings, which repeat after the curvilinear profile of the outer surfaces, and a hoisting tackle for each rail equipped with a device to fasten it to the rail and a device to move it on the rail, and is characterized with that the fastening and moving devices are installed in the dolly of the running gear of the hoisting tackle that is movably connected with the hoisting tackle by means of hinged swivel blocks and screw-jack guides. 
         [0033]    An elastic corrugated jacket is provided in the opening between the running gear dolly and the hoisting tackle. 
         [0034]    The rails along the height of the building are placed at a distance from one another, in a circular direction around the outer surface of the building, and at least at two areas sequentially located along the height of the building, with an individual hoisting tackle associated with each rail. 
         [0035]    The rails have H-shaped profile. 
         [0036]    The device used to fasten the hoisting tackle to the H-shaped rail is made as two groups of support wheels, each of which consists of at least one wheel, and the rotation axes of the support wheels are perpendicular to at least one plane, in which at least one longitudinal axis of a rail is located; the wheels of the first group are provided with the opportunity to contact the first bearing area of the rail, which area is opposite to at least one of the second bearing areas of the rail, and the wheels of the second group are provided with opportunity to contact the second bearing area of the rail. 
         [0037]    The device to fasten the hoisting tackle to the H-shaped rail, includes additionally the third group of wheels, rotation axes of which are perpendicular to at least one plane, in which at least one longitudinal axis of a rail, and the support wheels of the third group are provided with the opportunity to contact at least one third bearing area of the rail, mated with one of the second bearing areas of the rail and located on the angle to the said second bearing area of the rail. 
         [0038]    The support wheels are fastened at the surfaces of the running gear dolly via, at least, springs. 
         [0039]    Distance between the support wheel groups provided on the running-gear dolly of the hoisting tackle, is sufficient to enable passing along the rail with curvilinear profile of its body that has curvature characteristics to be determined for a particular building where the system will be installed. 
         [0040]    The hoisting tackle cabin is equipped with heat-resistant hermetically-closed windows and doors. 
         [0041]    The rail is mounted with its internal surface on metal consoles installed at a distance from each other along the rail line on the building&#39;s surface, and the length of the consoles is as to ensure that the rail is placed on top of functional elements and superstructures of the building. 
         [0042]    Rails are fixed on the metal consoles via damping elements. 
         [0043]    On each individual section of a rail, at equal intervals of its length and over the entire area of its horizontal section, temperature-compensating inserts are provided. 
         [0044]    On roof of then hoisting tackle, an external ground with collapsible fence is provided. 
         [0045]    In the roof of the hoisting tackle, hatches are envisaged, to which ladders are attached from the inside of the internal compartment of the hoisting tackle cabin. 
         [0046]    All the hoisting tackles of the lifting system are equipped with mechanical safety brakes that enables for them deceleration of lowering or stop in emergencies. 
         [0047]    The rail sections are fastened with their bottom parts at least on a concrete foundation or on bearing elements of its riggings. 
         [0048]    The rail sections are grouped into a single stanchion, which goes through the permanent riggings of the building, through openings provided in the floors of rigging bodies. 
         [0049]    Rails are installed on or in the stanchions of the metal skeleton. 
         [0050]    The metal skeleton&#39;s stanchions, together with rails fastened on them, are assembled on metal consoles installed along the rail line on the building surface, and the length of the consoles is as to ensure that the metal skeleton&#39;s stanchions, together with rails fastened on them, are placed on top of any functional elements of the building. 
         [0051]    The metal skeleton&#39;s stanchions, together with rails fastened on them, are installed on the building surface. 
         [0052]    Sections of the metal skeleton&#39;s stanchions are fastened by their bottom parts at least on a concrete foundation of the building or on bearing elements of its riggings. 
         [0053]    Sections of the metal skeleton&#39;s stanchions are grouped into a single stanchion, which goes through the permanent riggings of the high-rise building, through opening provided in the floors of rigging bodies. 
         [0054]    Temperature-compensating inserts are provided in the bearing elements of the structure of the metal skeleton&#39;s stanchions, over entire area of their horizontal sections and at equal vertical intervals. 
         [0055]    Sections of the metal skeleton&#39;s stanchions that are located immediately at ground level, have an additional support made as vertical bearing elements. 
         [0056]    On the rear surface of a rail, pipeline and electric cable are provided that function independently on similar facilities of the building. 
         [0057]    The stand-alone systems of pipelines and power cable lines are located on the façade of the building at a distance sufficient to enable access, at least, to one of the terminals from an individual hoisting tackle as it is positioned at any altitude level of the building. 
         [0058]    Bodies of the rails and the metal skeleton&#39;s stanchions are equipped with heating elements connected to a self-contained power-supply source. 
         [0059]    Rail sections located immediately at ground level have additional support made as vertical bearing elements. 
         [0060]    The above features are significant and inter-connected, forming consistent combination of essential factors sufficient to achieve the required technical result. 
         [0061]    The distinguishing features of the proposed system were not discovered during retrieval among any known arrangements of similar destination, which is the evidence of that the technical solution meets pre-conditions of the patentability. 
     
    
     
       BRIEF DESCRIPTION OF DRAWINGS 
         [0062]    This invention is elucidated on specific examples which nevertheless are not the only possible options but visually demonstrate possibility of achieving by the above feature combination of the required technical result. 
           [0063]      FIG. 1  represents the top view of cross-section of an H-shaped rail and the running gear of the hoisting tackle; 
           [0064]    FIG.  2 —rear view of hoisting tackle; 
           [0065]    FIG.  3 —top view of hoisting tackle fastened on a building with use of bearing elements of autonomous sections; 
           [0066]    FIG.  4 —top view of autonomous section (floor) of a building which is equipped with partition and inter-stairway wall; 
           [0067]    FIG.  5 —side view of vertically-installed lifting tower-type crane; 
           [0068]    FIG.  6 —side view of docking unit of a building at maximum extension of pullout frame at moment of loading hoisting tackle on it; 
           [0069]    FIG.  7 —side view of hoisting tackle where it is being fastened on metal insert of concrete foundation; 
           [0070]    FIG.  8 —top view of additional hoisting tackle; 
           [0071]    FIG.  9 —side view of self-propelled car chassis; 
           [0072]    FIG.  10 —side view of hoisting tackle equipped with mounting turntable turned at 180°; 
           [0073]    FIG.  11 —side view of hoisting tackle fastened on a building with support elements of autonomous sections; 
           [0074]    FIG.  12 —front view of hoisting tackle as it is being fastened on a building&#39;s docking unit; 
           [0075]    FIG.  13 —side view of transfer unit of a building intended for hoisting tackles to come over horizontal cornices up to 3 meters wide; 
           [0076]    FIG.  14 —view of transfer init of a building intended for hoisting tackles to come over horizontal cornices over 3 meters wide; 
           [0077]    FIG.  15 —side view of hoisting tackle equipped with mounting turntable; 
           [0078]    FIG.  16 —front view of self-propelled unit equipped with mounting turntable; 
           [0079]    FIG.  17 —side view of self-propelled unit with section of vertical tower-type truss installed on its mounting turntable; 
           [0080]    FIG.  18 —view of section of vertical tower-type truss equipped with mounting balconies; 
           [0081]    FIG.  19 —front view of self-propelled unit equipped with horizontal platform; 
           [0082]    FIG.  20 —building erection stage when docking unit with self-propelled unit is installed; 
           [0083]    FIG.  21 —building erection stage when self-propelled unit is fixed to metal insert; 
           [0084]    FIG.  22 —building erection stage when second self-propelled unit is installed; 
           [0085]    FIG.  23 —building erection stage when sections of vertical truss are mounted on upper surface of second self-propelled unit; 
           [0086]    FIG.  24 —building erection stage when second self-propelled unit is fixed to metal insert in order to continue erecting building&#39;s floors; 
           [0087]    FIG.  25 —building erection stage when six new sections of vertical tower-type truss are installed between the first and second self-propelled units; 
           [0088]    FIG.  26 —top view of self-propelled unit installed on H-shaped rail; 
           [0089]    FIG.  27 —side view of self-propelled unit installed on H-shaped rail; 
           [0090]    FIG.  28 —side view of fragment of H-shaped equipped on metal skeleton stanchion; 
           [0091]    FIG.  29 —side view of TV-tower section; 
           [0092]    FIG.  30 —Section A-A; 
           [0093]    FIG.  31 —dynamics of motion of a self-propelled hoisting tackle intended for exploitation of curvilinear surfaces of a building is demonstrated. 
       
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENTS 
       [0094]    This invention is illustrated with specific examples that are discussed below. 
         [0095]    As it is seen on  FIG. 1  and  FIG. 2 , the hoisting units in a form of hoisting tackles  1  have running gears completely similar to each other, with support wheels  2  and drive cog-wheels  3 . Drive cog-wheels  3  are driven by driving unit  4 , mounted inside bodies of hoisting tackles  1 . With use of their running gears, hoisting tackles  1  can move along H-shaped rail  5  mounted on outer surfaces of high-rise building  6 . The opportunity is enabled due to interplay of support wheels  2  and drive cog-wheels  3  with guide grooves  7  or rack guides  8 , respectively, of H-shaped rail  5  ( FIGS. 1 and 2 ). 
         [0096]    In order to strengthen such interplay, support wheels  2  are installed in different planes while drive cog-wheels  3  are put in guide grooves  9  of H-shaped rail  5 . 
         [0097]    Building  6  can have several lines of H-shaped rail  5  on its outer surfaces, which is permanently installed along the entire height of the project in metal casings  10  so that rail  5  never drops out the external dimensions of the building. 
         [0098]    In order to prevent deformation of H-shaped rail  5  under high-temperature exposure (for example, during conflagration), temperature-resistant sections  11  are set into its metal casing, at equal intervals, which are made of refractory and heat-resistant material (for instance, of asbestos polymeric material) ( FIGS. 6 and 14 ). 
         [0099]    To enable visual control of entire length of H-shaped rail  5  at night time, its outer front surface can be supplied with illuminating fixtures. 
         [0100]    To protect H-shaped rail  5  from adverse exposure to weather factors (rain and melted water, snow and ice), an in-built heating elements is set into its metal body that is connected to the stand-alone power-supply mains. To protect H-shaped rail  5  from adverse exposure to weather factors (rain and melted water, snow and ice), as well as to retain architectural integrity of the building, wall embrasure of the zone of location of H-shaped rail  5  is equipped with expandable wall panels  12  ( FIG. 1 ). 
         [0101]    Each individual hoisting tackle  1  can simultaneously operate at a single vertical line of H-shaped rail  5  with other similar hoisting tackles  1  and, at the same time, interact with them for purpose of completing a specific task, for instance, for construction of a high-rise building acting as a vertically self-relocating lifting tower crane ( FIG. 5 ). 
         [0102]    In order to ensure minimization of physical loads on the structure of building  6  during motion on H-shaped rail  5  of hoisting tackles  1 , H-shaped rail  5  is rigidly fixed on metal load-bearing skeleton  13  that forms a vertical structure of a tower type. The structure has no rigid connection with bearing elements  14  of building  6  and be located both inside the perimeter of building  6  in its vertical clearance  15  ( FIG. 4 ), and outside the perimeter of building  6 . 
         [0103]    In order to minimize transmission of vibration on the structure of building  6  during motion on H-shaped rail  5  of hoisting tackles  1 , metal load-bearing skeleton  13  can have non-rigid connection with bearing elements  14  of building  6  via damping buckles  16  ( FIG. 4 ). 
         [0104]    In order to ensure sound insulation for the rooms in building  6  that abut with the area of installation of H-shaped rail  5 , such rail will be fastened to load-bearing skeleton  13  via metal sheath  10 . 
         [0105]    Besides metal load-bearing skeleton  13  has (as an option) walls along its entire outer perimeter. In order to provide the rooms in building  6  that abut with the area of installation of H-shaped rail  5  with thermal impact protection (in case of fire), a free clearance is provided between load-bearing skeleton  13  and walls of building  6  which acts as an air cushion. Besides, walls of metal load-bearing skeleton  13  have hermetic temperature-resistant coating  17  ( FIG. 4 ). 
         [0106]    In order to protect the vertical tower-type structure and the walls of building  6  from weather factors&#39; exposure, outer circuit of the spacing between walls of metal load-bearing skeleton  13  and building  6  is closed with hermetic elastic profile  18 , which is made of heat-resistant material ( FIG. 4 ). 
         [0107]    In order to enable using rooms which inside building  6  abut to area of installation of H-shaped rail  5 , as autonomous functional rooms for safe sheltering and evacuation of people (for instance, in case of fire), metal load-bearing skeleton  13  is divided (as an option) into autonomous sections (floors)  19  ( FIG. 5 ). 
         [0108]    The running gear of hoisting tackle  1  is equipped with driving device  4 , which sets in motion drive cog-wheels  3 , as well as other assemblies and aggregates of hoisting tackle  1 . The driving unit represents either an internal-combustion engine or an electric motor. Power supply source is own petrol tanks or batteries, as well as from stand-alone power cables or contact rails. In addition to drive cog-wheels  3 , the running gear of hoisting tackle  1  is equipped with several lines of support wheels  2 . The support wheel  2  lines are located alternately perpendicularly in respect to each other ( FIG. 1 ,  2 ). 
         [0109]    In order to enable using hoisting tackle  1  in handling operations, its body&#39;s bottom part is provided with longitudinal grooves  20  for forked elements  21  with screw-jack stoppers  22 , which contact with openings  23  of these forked elements  21  ( FIG. 6 ). 
         [0110]    In order to ensure continuous refueling of driving unit  4  of hoisting tackle  1 , tanks to store fuel and other process liquids are provided in compartment  24  of driving unit  4 . There also terminals to connect pipelines and power cables, and compartments to store auxiliary equipment ( FIGS. 1 and 3 ). 
         [0111]    In order to enable connecting of any individual hoisting tackle  1  to autonomous facilities (power mains and pipelines) at any level of the high-rise project, autonomous mains and pipelines are laid in immediate vicinity of the line of H-shaped rail  5  and along its heights in the walls of building  6 . The facilities are provided at each level of building  6  with terminals  25  to connect power cables and terminals  26  to connect pipelines (hoses and pipes). Hoisting tackle  1  is connected to the terminals with use of similar terminals located at its outer surfaces and terminals located in its internal compartment. 
         [0112]    Each individual hoisting tackle  1  can be operated by personnel both from inside with use of control panel  27  ( FIG. 11 ), and from outside with use of a remote control panel. 
         [0113]    To illuminate hoisting tackle  1  and the surrounding area of its operation at night time, searchlights are provided on its body&#39;s external surfaces. 
         [0114]    In order to enable rigid connection of hoisting tackle  1  with the structure of building  6 , which is required in order to increase stability and carrying capacity of hoisting tackle  1 , autonomous section (floor)  19  is equipped with supporting elements  28 , which contact with take-up casings  29  of hoisting tackle  1  ( FIG. 3 ). 
         [0115]    In order to enable temporary rigid connection of hoisting tackle  1  with the structure of building  6 , which is required in order to increase stability and carrying capacity of hoisting tackle  1  at the moment of such connection, supporting elements  28  are located in guiding casings  30  of autonomous section (floor)  19  and are extended into take-up casings  29  of hoisting tackle  1  (and backward) either manually or (as an option) with use of screw-jack devices  31 . After maximal moving of supporting elements  28  inside hoisting tackle  1 , these supporting elements  28  are fixed with stoppers  32  ( FIG. 3 ). 
         [0116]    In order to enable temporary rigid connection of hoisting tackle  1  with the structure of building  6  at any area of the vertical line of H-shaped rail  5 , which is required in order to increase stability and carrying capacity of hoisting tackle  1  at the moment of such connection, guiding casings  30  together with supporting elements  28  inside them are provided at every level (floor) of building  6 , along entire vertical line of H-shaped rail  5  ( FIG. 5 ). 
         [0117]    In order to enable using of hoisting tackle  1  as a lifting tower crane, on upper horizontal surface  33  of hoisting tackle  1 , a vertical truss of the tower-type is installed. On the top end of the truss, there are turntable  34 , outrigger  35 , operator&#39;s cabin  36 , hauling gear (ropes)  37  and lifting mechanisms (winches)  38 , installed ( FIG. 5 ). 
         [0118]    In order to ensure minimal physical loads on H-shaped rail  5  during use of hoisting tackle  1  as a lifting tower crane fixed on a horizontal surface, the self-propelled structure is rigidly fastened on the horizontal surface, on which hoisting tackle  1  is installed. Fixing is performed by means of connecting bottom horizontal surface  39  of this hoisting tackle  1  with metal insert  40 , made, as an option, within concrete foundation  41  of building  6 , through openings  42 , for instance, with screw couplings  43  ( FIG. 7 ). 
         [0119]    In order to ensure minimal physical loads on H-shaped rail  5  during use of hoisting tackle  1  as a lifting tower crane with vertical self-relocation, the self-propelled structure comprises at least two hoisting tackles  1 . The blocks are rigidly connected between them with use of additional vertical tower-type truss  45  ( FIG. 5 ). 
         [0120]    In order to ensure safety during passage of people from hoisting tackle  1  to the ground and back, a mobile ladder is used which contacts during such operation with hermetically-closed doors  44  of hoisting tackle  1 . 
         [0121]    Hoisting tackle  1  has solid hermetic heat-resistant outer coating, internal illumination, an air cleansing and conditioning system, oxygen masks, a first-aid kit to render emergency medical aid, as well as fire-fighting and other process equipment (depending on its equipment type). 
         [0122]    Hoisting tackle  1  is equipped with various auxiliary equipment (a video camera, a loud speaker, a voice intercom unit, sensors to determine temperature, distance, wind loads, air pollution etc.). 
         [0123]    In order to ensure safety during emergency lowering of hoisting tackle  1  from a high-rise project on H-shaped rail  5 , drive cog-wheels  3  are equipped with a mechanical inversion brake system (similar to a known railway car retarder used in spacing braking). The brake system will enable smooth rotation of cog-wheels  3  at a certain constant speed in event of the emergency lowering. 
         [0124]    In order to enable emergency brake application of hoisting tackle  1 , drive cog-wheels  3  are equipped with mechanical drum brake system (similar to a know car drum brakes). The brake system is connected with metal line with levers located on control panels  27 . 
         [0125]    Additional hoisting tackle  46  can simultaneously operate on a single line of H-shaped rail  5  with other hoisting tackles  1  and, at the same time, interplay with them completing a specific task related to, by way of instance, lifting or lowering people and tools to a lifting tower crane with vertical self-relocation ( FIG. 5 ,  8 ). 
         [0126]    Additional hoisting tackle  46  represents a cargo-and-passenger cage of a rectangular form with own running gear. 
         [0127]    The running gear of additional hoisting tackle  46  is designed similarly to the running gear of hoisting tackle  1 . 
         [0128]    Additional hoisting tackle  46  is equipped with hermetically-closed doors  47  with heat-resistant windows  48 . Besides, in order to communicate with aperture  49  of hoisting tackle  1 , additional hoisting tackle  46  has in its upper surface, hatch  50 , along perimeter of which hatch elastic profile  51  is provided. Inside the cage of additional hoisting tackle  46  a telescope ladder  52  is attached to hatch  50  ( FIG. 8 ). 
         [0129]    In order to enable using additional hoisting tackle  46  in loading/unloading operations, its body&#39;s bottom part is provided with longitudinal grooves  20  for forked elements  21  with screw-jack stoppers  22 , which contact with openings  23  of these forked elements  21 . 
         [0130]    In order to ensure continuous refueling of additional hoisting tackle  46  with power and fuel, terminals  25  and terminals  26  are provided in its cabin to connect power cables and pipelines respectively, which contact with similar terminals located at each level of building  6  ( FIG. 8 ). 
         [0131]    Control panel  27  is provided inside the cabin of additional hoisting tackle  46 . Additional hoisting tackle  46  can be thus controlled by personnel both from inside, and outside using a remote control panel. 
         [0132]    To enable vision from inside of additional hoisting tackle  46  of all adjacent area of its operation, heat resistant windows  48  are provided on external surfaces of its body as well as on all of its doors ( FIG. 8 ). 
         [0133]    Self-propelled chassis  53  is designed to enable transportation of hoisting tackles  1  and additional hoisting tackles  46  from storage facilities to the high-rise constructions to be serviced ( FIG. 9 ). 
         [0134]    Besides, one of functionalities of self-propelled chassis  53  is its capacity to load/unload such hoists on/from H-shaped rail of a high-rise building serviced. 
         [0135]    Self-propelled chassis  53  represents a truck with a rather large area of the operating surface of its body ( 54 ). Telescopic boom  56  is movably installed on swivel gear  55 , at the operating surface of body  54 . 
         [0136]    The end of telescopic boom  56  is equipped with swivel gear  57 , on which support  58  is installed, with forked elements  21  which contain openings  23  ( FIGS. 6 and 9 ). 
         [0137]    In order to enable continuous and free access of self-propelled chassis  53  to H-shaped rail  5  of the high-rise building serviced, there is a concrete parking slot in the area of the lower ending of the rail. 
         [0138]    In order to enable continuous and free access of personnel to H-shaped rail  5  of the high-rise building serviced, there is auxiliary portal  59  of building  6  provided in the area of the lower ending of the rail. 
         [0139]    To protect the concrete parking slot and auxiliary portal  59  from adverse impacts of weather factors (rain and melted water, snow and ice), in-built heating elements are provided in the concrete foundations of the parking slot and auxiliary portal  59  that are connected with a stand-alone power mains. To ensure water draining, sewage wells with grids are provided in the concrete parking slot. 
         [0140]    In order to enable people&#39;s access to every autonomous section (floor)  19 , sections (floors)  19  are connected to each other with stairways  60 , as well as evacuation inter-stairway grounds  61  and intermediate stairway grounds  62  ( FIG. 5 ). 
         [0141]    To ensure communication of each autonomous section (floor)  19  with parallel floors of building  6 , doorways  63  are envisaged in the walls of metal load-bearing skeleton  13  in the zone of location of grounds  61  of each autonomous section (floor)  19 . Doorways  64  are provided opposite doorways  63 , in the walls of building  6  ( FIGS. 3 and 4 ). 
         [0142]    For purpose of ensuring safety during passing of people through doorways  63  and  64 , hermetic elastic profile  65  is laid along perimeters of connection of doorways  63  and  64  ( FIGS. 3 and 4 ). 
         [0143]    In order to protect autonomous sections (floors)  19  against adverse exposures (such as thermal impact or carbon monoxide during fire), doorways  63  and  64  are equipped with hermetically-closed doors  66  and  67 , made of a heat-resistant material ( FIGS. 3 and 4 ). 
         [0144]    In order to enable visual control over the area adjacent to doors  66  and  67 , doors  66  and  67  are provided with heat-resistant windows  48  ( FIGS. 3 and 4 ). 
         [0145]    In order to ensure communication between each autonomous section (floor)  19  with internal compartments that are parallel to hoisting tackles  1 , exists  68  are provided in walls of metal load-bearing skeleton  13 , on outside of which H-shaped rail  5  goes, in the area of location of evacuation inter-stairway grounds  61  of autonomous sections  19 . Evacuation exits  63  get in contact with tambours  69  of hoisting tackle  1  ( FIG. 1 ). 
         [0146]    In order to protect autonomous sections (floors)  19  and the internal compartments of hoisting tackles  1  against adverse exposures (such as thermal impact or carbon monoxide during fire), evacuation exits  68  are equipped with hermetically-closed doors  66  made of heat-resistant material ( FIGS. 3 and 4 ). To enable visual control over the area adjacent to doors  66 , doors  66  are equipped with heat-resistant windows  48  ( FIGS. 3 and 4 ). 
         [0147]    In order to provide victims with the opportunity to call up evacuation hoisting tackle  1  and talk to rescue services, each evacuation inter-stairway ground  61  of autonomous sections (floors)  19  is equipped with telephone point  70  ( FIG. 4 ). 
         [0148]    In order to protect autonomous sections (floors)  19  against adverse exposures (such as thermal impact or carbon monoxide during fire), autonomous sections (floors)  19  are isolated (for instance, every three floors) with hermetic heat-resistant wall partitions  71  and inter-stairway walls  72  ( FIG. 4 ). 
         [0149]    To enable communication areas of autonomous sections  19  isolated between them with partitions  71  and walls  72 , wall partitions  71  are provided with hermetically closed doors  66  ( FIG. 4 ). 
         [0150]    To enable visual control over the area adjacent to doors  66 , doors  66  are equipped with heat-resistant windows  48 . 
         [0151]    In order to provide the victims&#39; needs (for instance, during fire), each area of autonomous sections (floors)  19  has compartment  73  to store medicines, gas-masks, water, foodstuff ( FIG. 4 ). 
         [0152]    In order to enable mounting/dismantling of additional vertical tower-type trusses  45  on upper horizontal surface  33  and  39  of hoisting tackle  1 , the trusses consist of collapsible sections  74 , which can be assembled together with use of pins  75 , dowels  76 , openings  77  and  78 , and screw couplings  79 . Hoisting tackle  1  has on its outside horizontal surfaces  33  and  39  mounting pads. The pads are contacting mounting frames  80  of sections  74  of vertical tower-type trusses  45  through, say, screw couplings  43  ( FIG. 10 ). 
         [0153]    In order to enable precise positioning sections  74  of vertical tower-type trusses  45  in process of their mounting on outer horizontal surfaces of hoisting tackle  1 , there are grooves  76  on its upper horizontal surface  33 , which contact with mounting pins  75  of section  74 . In their turn, there are removable mounting pins  81  on lower horizontal surface  39  of hoisting tackle  1 , which contact with grooves  76  of section  74  ( FIG. 11 ). 
         [0154]    To ensure access of personnel to outer horizontal surfaces of hoisting tackle  1 , there is a functional cabins inside hoisting tackle  1  (an internal compartment), divided (as an option) by inter-level ground  82  into internal levels (upper level  83  and lower level  84 ). Upper internal level  83  communicates with the mounting pad of upper horizontal surface  33  through aperture  85  and hatch  86 . Lower internal level  84  communicates with the mounting pad of lower horizontal surface  39  through aperture  49  and hatch  87  ( FIG. 11 ). 
         [0155]    In order to provide communication between internal levels  83  and  84  of the internal compartment of hoisting tackle  1 , levels  83  and  84  are connected via aperture  88  of inter-level ground  82  with ladder  89  ( FIG. 11 ). 
         [0156]    In order to ensure communication between the internal compartment of hoisting tackle  1  and autonomous section (floor)  19 , the upper surface of hoisting tackle  1 , which mates with building  6 , is equipped with tambours  69 , that are in contact with evacuation exits  68  of building  6  ( FIG. 11 ). To ensure protection of the internal compartment of hoisting tackle  1  against adverse exposures (such as thermal impact or carbon monoxide during fire), tambours  69  of hoisting tackle  1  are equipped with hermetically-closed doors  44  made of heat-resistant material ( FIG. 11 ). To ensure communication between the internal compartment of hoisting tackle  1  and the outside, for instance, when hoisting tackle  1  is on the first floor of building  6 , its side surface that does not mate with the wall of the building, is provided with additional hermetically-closed door  44  ( FIG. 11 ). To enable visual control over, hermetically-closed doors  44  are equipped with heat-resistant windows  48 . To ensure safety for personnel, the mounting pad on upper horizontal surface  33  of hoisting tackle  1  has the dimensions of its area sufficient to allocate lower mounting frame  80  of section  74  of vertical tower-type truss  45  and several riggers. Besides, the mounting pad is equipped along its perimeter with fence  90  ( FIGS. 5 and 10 ). Screw couplings  43  can be accessed by personnel both from the outer mounting pad of upper horizontal surface  33 , and from the internal compartment of hoisting tackle  1  ( FIG. 11 ). To ensure safety for personnel, every section  74  of vertical tower-type truss  45  is equipped with ladders  91  and passage pads  92  ( FIGS. 5 and 11 ), which communicate with the internal compartment of hoisting tackle  1  via its aperture  49  and hatch  87  ( FIG. 11 ). 
         [0157]    In order to enable using hoisting tackle  1  as a lifting tower crane, self-mounted in its lower part, the lower part of building  6  is equipped with a docking device. The docking device enables completing fully-mechanized (without manual operations) installation of H-shaped rail removable section  93  (with or without hoisting tackle  1 ) on a wall of a high-rise construction ( FIG. 6 ). 
         [0158]    The docking device represents functional compartment  94  of building  6 , in which pullout frame  95  connected with screw-jack devices  96  is installed. With use of screw-jack devices  96 , pullout frame  95  can move beyond the outside limits of building  6  and back ( FIG. 6 ). 
         [0159]    Reliability and smoothness of the motion is enabled for pullout frame  95  by its support wheels  97 , which are in contact with guides  98  provided in the surfaces of functional compartment  94  ( FIG. 6 ). 
         [0160]    Pullout frame  95  has in its frontal part, take-up panel  99  with overlay guides  100  provided on its right- and left-hand sides ( FIG. 12 ). 
         [0161]    In order to ensure its connection with take-up panel  99 , H-shaped rail removable section  93  is equipped with mounting panel  101 , which design is similar to a rectangular design of take-up panel  99 . Thickness of mounting panel  101  is slightly less than the clearance is between overlay guides  100  and outer surface of take-up panel  99 , which enables them to get connected ( FIG. 6 ). 
         [0162]    In order to ensure safety during such connection, take-up panel  99  is equipped with chamfered guiding stands  102 , while mounting panel  101  is equipped with bottom rounded corners  103  ( FIG. 12 ). 
         [0163]    In order to enable mounting of an H-shaped rail&#39;s removable section  93  (without hoisting tackle  1 ) with use of any crane device, the upper part of mounting panel  101  is provided with grooves  104  used to hook with hooks of a crane device ( FIG. 12 ). 
         [0164]    In order to ensure safety during mounting/dismantling of the H-shaped rail&#39;s removable section  93 , the bottom part of functional compartment  94  of building  6  is arranged with concrete foundation  41  ( FIGS. 6 and 12 ). 
         [0165]    In order to minimize physical loads on pullout frame  95  during mounting on hoisting tackle  1  (at its position on this frame  95 ) of functional elements of the lifting tower crane, pullout frame  95  can be equipped inside with counterbalance  105 , made of ferroconcrete blocks ( FIG. 6 ). 
         [0166]    In order to enable protection of functional compartment  94  of building  6  from adverse exposures of weather factors and retain architectural integrity of the building, outer aperture of functional compartment  94  of building  6  is provided with expandable wall panels  12  ( FIG. 6 ). 
         [0167]    In order to enable overcoming by hoisting tackles  1  of horizontal cornices up to 3 meter wide during operation on building  6  that has projection design of its outer surfaces, transfer junctions are provided on the cornices of such building. A transfer junction of building  6  designed for hoisting tackles  1  to overcome cornices up to 3 meters wide represents functional compartment  94  of building  6 , where pullout frame  95  is installed, connected with screw-jack devices  96 . 
         [0168]    Using screw-jack devices  96 , pullout frame  95  can move from functional compartment  94  outside the outer limits of a surface of building  6  and back ( FIG. 13 ). 
         [0169]    Reliability and smoothness of the motion is enabled for pullout frame  95  by its support wheels  97 , which are in contact with guides  98  provided on an outer surface of cornice  106  and in the upper part of functional compartment  94 . 
         [0170]    Pullout frame  95  in its frontal part is provided with outer panel  107  with mobile section  108  of H-shaped rail  5  provided on it. 
         [0171]    As long as building  6  has projection structure design of its outer surfaces, its two outer surfaces (A and B) with two vertical lines of H-shaped rails  5  are separated by horizontal cornice  106 . Accordingly, outer surface A located over cornice  106  is closer to the axis of symmetry of the high-rise building, and outer surface B located below cornice  106  is farther from the axis and represents a projection of building  6 . Therefore, when pullout frame  95  is maximally moved into functional compartment  94  of building  6 , mobile section  108  of H-shaped rail  5  is integral with H-shaped rail  5  mounted on outer surface A of building  6 . On the other hand, as pullout frame  95  is maximally extended out from functional compartment  94 , mobile section  108  of H-shaped rail  5  is integral with H-shaped rail  5  mounted on outer surface B of building  6 . 
         [0172]    In order to enable overcoming by hoisting tackles  1  of horizontal cornices over 3 meter wide during operation on building  6  that has the projection (stepped) design of its outer surfaces, transfer junctions are provided on the cornices of such a building. A transfer junction of building  6  designed for hoisting tackles  1  to overcome cornices over 3 meters wide represents functional compartment  94  of building  6 , where self-propelled module  109  is installed, which is equipped with driving unit  110  ( FIG. 14 ). Driving unit  110  puts in motion drive cog-wheels  111 . Using such drive cog-wheels  111  and rack guides  112  contacting the wheels, self-propelled module  109  can move out from functional compartment  94  beyond the outer limits of the surface of building  6  and back. Reliability and smoothness of the motion of self-propelled module  109  is enabled by its support wheels  113 , which contact with guides  114  made on outer surface of cornice  106  of building  6  ( FIG. 14 ). Self-propelled module  109  in its frontal part has outer panel  115  with section  108  of H-shaped rail  5  installed on it. 
         [0173]    As long as building  6  has the stepped (projection) design of its outer surfaces, its two outer surfaces (A and B) with two vertical lines of H-shaped rails  5  are separated by horizontal cornice  106 . Accordingly, outer surface A located over cornice  106  is closer to the axis of symmetry of the high-rise building, and outer surface B located below cornice  106  is farther from the axis and represents a projection of building  6 . Therefore, when self-propelled module  109  is maximally moved into functional compartment  94  of building  6 , section  108  of H-shaped rail  5  is continuous with H-shaped rail  5  installed on outer surface A of building  6 . On the other hand, when self-propelled module  109  is maximally extended out from functional compartment  94 , mobile section  108  of H-shaped rail  5  is continuous with H-shaped rail  5  installed on outer surface B of building  6 . 
         [0174]    In order to ensure safety during moving of hoisting tackles  1  from one H-shaped rail  5  to mobile section  108  of H-shaped rail  5  and back, as well as during transportation of hoisting tackles  1  on mobile section  108  of H-shaped rail  5  from one surface of a high-rise building to another and back, ends of H-shaped rail  5  and mobile section  108  of H-shaped rail  5  are provided with screw-jack stops  116 ,  117 ,  118 , and  119  ( FIGS. 13 and 14 ). 
         [0175]    In order to minimize as much as possible physical loads on self-propelled module  109  during mounting/demounting on hoisting tackle  1  (as it is on self-propelled module  109 ) of functional parts of the lifting tower crane, counterweight  105  is inside self-propelled module  109 , which is (as an option) made of ferroconcrete blocks ( FIG. 14 ). 
         [0176]    In order to enable using of hoisting tackle  1  as a lifting tower crane that is self-mounted in its upper part, removable frame  120  is provided on the upper surface of hoisting tackle  1 , which is movably attached, via swivel connector assembly  121 , to mounting swivel ground  122  ( FIGS. 15 and 16 ). In order to enable mounting/demounting of removable frame  120  on outer surface of hoisting tackle  1 , this frame  120  is equipped, by way of an instance, with forked elements  123 , which contact with longitudinal grooves  20  of hoisting tackle  1 . Removable frame  120  is also equipped with support shafts  124 , which contact with lower horizontal surface  39  of hoisting tackle  1 . In order to enable rigid connection of removable frame  120  on the outer surface of hoisting tackle  1 , its forked elements  123  are fixed in longitudinal grooves  20  of hoisting tackle  1  by means of installation of screw-jack stoppers  22  in openings  125  of forked elements  123 . Removable frame  120  is mounted on the outer surface of hoisting tackle  1  by means, for instance, of screw couplings  126  ( FIGS. 15 and 16 ). 
         [0177]    In order to enable mechanized rotation of mounting swivel ground  122  by 180° with regard to the symmetry axis of hoisting tackle  1 , this mounting swivel ground  122  is equipped with turntable  127 . Turntable  127  is movably attached, via swivel block  128 , with a pull unit in a form of rope  129  of the hoisting gear, for instance, winch  130  located in the upper part of removable frame  120 . Mounting swivel ground  122  itself is movably, via its lower surface, connected with pull ropes  131  of hoisting gears, for instance, winches  132 , which are located in support shafts  124  ( FIG. 15 ). 
         [0178]    In order to broaden functionalities of winch  130 , its electric motor  133  is also equipped in the upper part of removable frame  120  ( FIG. 15 ). In order to provide mechanical fixation of turntable  127  on the upper surface of hoisting tackle  1 , locking devices  125  are provided on removable frame  120  ( FIG. 15 ). To ensure safety during rotation of mounting swivel ground  122  by 180° with regard to the symmetry axis of hoisting tackle  1 , elastic elements  135  are provided on the lower surface of mounting swivel ground  122 . In order to enable mounting or demounting of sections  74  of vertical tower-type truss  45  on mounting swivel ground  122 , mounting pad  136  is provided on the upper surface of mounting swivel ground  122 , which is equipped with mounting pins  75  that contact with grooves  76  of sections  74  ( FIGS. 15 and 16 ). 
         [0179]    In order to provide mechanical fixation of sections  74  of vertical tower-type truss  45  on mounting pad  136 , mounting pins  75  are fixed in grooves  76  of sections  74  with use of openings  77  and  78 , as well as screw couplings  79  ( FIGS. 15 and 10 ). In order to provide safety during mounting operations over sections  74  of vertical tower-type truss  45 , mounting pad  136  is fixed on mounting swivel ground  122  with use of shock-absorbing springs  137  and locking devices  134  ( FIG. 15 ). 
         [0180]    To ensure access by personnel from the internal compartment of hoisting tackle  1  to mounting swivel ground  122 , hermetically-closed door  44  is provided on the outer surface of hoisting tackle  1 , in the area of location of mounting swivel ground  122  ( FIG. 16 ). In order to ensure safety for personnel located on mounting swivel ground  122 , fencing  138  is provided along its perimeter ( FIG. 16 ). In order to provide personnel with opportunity of visual control of outer space around hoisting tackle  1 , heat-resistant windows  48  are provided in the body of hoisting tackle  1  as well as in its hermetically-closed door  44  ( FIGS. 15 and 16 ). 
         [0181]    To ensure rigid attachment of the tower crane formed by sections  74  and hoisting tackles  1 , to the load bearing structure of building  6 , sections  74  are equipped with mounting panels  139 . Panels  139  are rigidly fixed to supporting elements  28  with use of grooves  140 , horizontal openings  141  in supporting elements  28  and latches  32  ( FIG. 11 ,  17             18 ). 
         [0182]    In order to ensure broadening of its functionalities, sections  74  of vertical tower-type truss  45  are equipped with mounting balconies  142  integral with the load-bearing skeleton of such section  74  ( FIG. 18 ). 
         [0183]    In order to ensure safety for personnel, mounting balconies  142  and transfer grounds  92  are provided with fences  143  and  144  respectively ( FIG. 18 ). In order to ensure safety of personnel during their operation related to attachment of sections  74  of vertical tower-type truss  45  to one another, each such section  74  is equipped in its upper part with mounting pad  145  which is provided with fence  146  along its perimeter. In order to enable broadening of functionalities of a tower crane, its structural components are equipped with video cameras  147  that transmit pictures to monitors located in operator&#39;s cabin  36  and on the remote control panel ( FIG. 5 ). 
         [0184]    (In order to enable using hoisting tackle  1  as a cargo-lift to lift and lower bulky and heavy cargoes, its upper horizontal surface  33  is equipped with horizontal platform  148  ( FIG. 19 ). Horizontal platform  148  is equipped on its lower surface with metal truss  149  and is provided with fence  150  along its perimeter. To enable communication of horizontal platform  148  with evacuation exists  68  of building  6 , fence  150  is provided with sliding wickets  151 . To enable communication of horizontal platform  148  with the internal compartment of hoisting tackle  1 , hatch  152  is provided on a surface of horizontal platform  148 , to which, from its bottom side, ladder  89  of hoisting tackle  1  is mated. 
         [0185]    The system&#39;s operation is discussed by the example of using a self-relocating lifting tower-type crane. 
         [0186]    Hoisting tackle  1  is connected via its running gear (support wheels  2  and drive cog-wheels  3 ) to removable section  93  of an H-shaped rail ( FIG. 1 ). 
         [0187]    Hoisting tackle  1  with removable section  93  of the H-shaped rail is located on self-propelled chassis  53  ( FIG. 9 ). As hoisting tackle  1  is not in operation, it is stored in this position in a special place of storage (for instance, in the construction equipment storage hangar). 
         [0188]    After a section of building  6  has been erected on the construction site, together with auxiliary portal  59  and a docking device, self-propelled chassis  53  is removed over there. 
         [0189]    After self-propelled chassis  53  arrives to building  6  under construction, it is placed in immediate vicinity of the docking device and auxiliary portal  59  of building  6 . Then, the process of mounting hoisting tackle  1  and removable section  93  of the H-shaped on the docking device of building  6  is started ( FIGS. 6 and 20 ). 
         [0190]    Mounting of hoisting tackle  1  and removable section  93  of the H-shaped rail on the docking device of building  6  is performed in the following way: 
         [0191]    Telescopic boom  56  is raised up to the level of approximately 45° with regard to operating plane of body  54  of self-propelled chassis  53 . 
         [0192]    Support  58  remains in strictly horizontal position owing to its rotation gear  57 . 
         [0193]    Then, with use of rotation gear  55 , telescopic boom  56  together with support  58 , where hoisting tackle  1  with removable section  93  of the H-shaped rail are installed, is rotated towards the docking device of building  6 . 
         [0194]    Then, support  58  due to its swivel gear  57  is rotated by 90° into the strictly-vertical position. 
         [0195]    At the same time, screw-jack devices  96  are put in motion, which pull out, from functional compartment  94  of the docking device of building  6 , pullout frame  95 . 
         [0196]    As a result of the movement, take-up panel  99  fixed on the outer end of pullout frame  95 , is now pulled out onto concrete foundation  41  of auxiliary portal  59  of building  6  (approx. 4 meters long) ( FIG. 6 ). 
         [0197]    Smoothness and reliability of the motion for pullout frame  95  are ensured by its support wheels  97 , which interact with guides  98  provided in the surfaces of functional compartment  94  and auxiliary portal  59 . 
         [0198]    Then, telescopic boom  56  is pulled out toward a wall of building  6  as to ensure that the lower part of the outer surface of mounting panel  101  contacts the upper part of the outer surface of take-up panel  99 . 
         [0199]    Following this, with use of swivel gear  57 , support  58  is being aligned until mounting panel  101  is positioned strictly parallel by all of its surfaces in respect to take-up panel  99 . 
         [0200]    Then, using rotation gear  55 , telescopic boom  56  starts moving down. 
         [0201]    During the operation, mounting panel  101  will start smooth installation into overlay guides  100  of take-up panel  99  ( FIG. 12 ). 
         [0202]    Coordination of the direction and safety during the installation are ensured by chamfered guiding stands  102  of take-up panel  99  and bottom rounded corners  103  of mounting panel  101  ( FIG. 12 ). 
         [0203]    After mounting panel  101  has been completely installed (lowered) into overlay guides  100  of take-up panel  99 , the upper shear of removable section  93  of the H-shaped rail will be positioned several millimeters below the lower shear of H-shaped rail  5 , while vertical symmetry axes of both removable sections  93  of the H-shaped rail and  5  will be strictly parallel. 
         [0204]    As long as hoisting tackle  1  is installed on removable section  93  of the H-shaped rail, then, following the above installation, it will be possible to disconnect hoisting tackle  1  from support  58 . 
         [0205]    To do so, opening  23  in forked elements  21  are released from screw-jack stoppers  22  of hoisting tackle  1 . 
         [0206]    Then, by pulling in (folding) of telescopic boom  56 , longitudinal grooves  20 , which are inside of the body of hoisting tackle  1 , are released from forked elements  21  of support  58 . 
         [0207]    Support  58  released as a result of the operation, is then folded and laid in the over-the-road position, on the operating surface of body  54  of self-propelled chassis  53 . 
         [0208]    Demounting of hoisting tackle  1  and removable section  93  of the H-shaped rail into the over-the-road position shall be performed in the reverse sequence. 
         [0209]    Concurrently, screw-jack devices  96  are put in motion, which pull pullout frame  95  into functional compartment  94  of the docking device of building  6 . 
         [0210]    As a result of the operation, take-up panel  99  fixed on the outer end of pullout frame  95 , together with removable section  93  of the H-shaped rail with hoisting tackle  1  positioned on it are moved toward a wall of building  6 . 
         [0211]    Upon completion of the maneuver, the upper shear of removable section  93  of the H-shaped rail is positioned (at a distance of only few millimeters) below the bottom shear of H-shaped rail  5  and their vertical symmetry axes coincide. 
         [0212]    Then, hoisting tackle  1  is moved down on concrete foundation  41 , in which metal insert  40  is provided. Using openings  42  and screw couplings  43 , bottom horizontal surface  39  of hoisting tackle  1  is fixed on metal insert  40  ( FIGS. 7 and 21 ). 
         [0213]    Then, a lifting tower crane is mounted on upper horizontal surface  33  of the given hoisting tackle  1 , which consists of several sections  74  of vertical tower-type truss  45 , turntable  34 , outrigger  35 , operator&#39;s cabin  36 , hauling gear (ropes)  37  and lifting mechanisms of winches  38  ( FIG. 5 ). 
         [0214]    After the tower crane has been properly mounted and tested, it is used to erect building  6 , and, initially, several stories are built on. Concurrently to erection of building  6 , the crane is used to construct, inside the building perimeter, a vertical tower-type structure, which is formed of autonomous sections (floors)  19 , and, accordingly, H-shaped rail  5 , as long as the latter represents a component of outer surfaces of these sections (floors)  19  ( FIG. 5 ). 
         [0215]    As building under construction  6  achieves the altitude where it is already impossible to raise it higher with use of the initially-mounted tower crane, then a necessity appears to increase height of the crane. To enable this, erection of building  6  is temporary suspended, and engineering operations are performed aimed at increasing the height of the tower crane: 
         [0216]    Screw couplings  43  are dismantled, which fastened bottom horizontal surface  39  of hoisting tackle  1  on metal insert  40 . Then, the tower crane is relocated along H-shaped rail  5  several floors higher. 
         [0217]    To do so, driving device  4  is initiated, which is located in the body of hoisting tackle  1 . Driving device  4 , in its turn, puts in motion drive cog-wheels  3 . Drive cog-wheels  3  contact with rack guides  8  of guiding grooves  9  and start moving hoisting tackle  1  up along removable section  93  of the H-shaped rail. Concurrently, support wheels  2  start motion inside guiding grooves  7  thus ensuring stable position of hoisting tackle  1  on the H-shaped rail ( FIG. 1 ). 
         [0218]    Therefore, hoisting tackle  1  moves from removable section  93  of the H-shaped rail up, onto permanent H-shaped rail  5  installed on the building, and it now can move in both directions along the entire length of H-shaped rail  5  to any altitude level of building  6 . Owing to this, the tower crane moves along H-shaped rail  5  several floors higher (pos.  1  of  FIG. 22 ). 
         [0219]    Concurrently, pullout frame  95  of the docking devices extends maximally out from the building and, using self-propelled chassis  53 , the second hoisting tackle  1  is installed on it (pos.  2  and  3  of  FIG. 22 ). 
         [0220]    Then, using the tower crane, the first section  74  vertical tower-type truss  45  is mounted on upper horizontal surface  33  of the second hoisting tackle  1 . Installation is completed by riggers who are upper horizontal surface  33  of the second hoisting tackle  1 . At first, they position section  74  suspended on hauling gear (rope)  37  of the crane, by means of its inserting its mounting pins  75  in grooves  76  of upper horizontal surface  33 . Then, they fasten section  74  installed, on upper horizontal surface  33  using openings  42  and screw couplings  43  ( FIGS. 1 ,  11  and  23 ). 
         [0221]    Following this, pullout frame  95  is maximally pulled in to the building, together with the second hoisting tackle  1  installed on it and the first section  74  of vertical tower-type truss  45  installed on the tackle. The second hoisting tackle  1  is moved down onto concrete foundation  41  and fastened metal insert  40 , and then the first hoisting tackle  1  is lowered on the upper part of the first section  74  of vertical tower-type truss  45  and fastened on its mounting frame  80 . After this, the tower crane is used to erect another several floors of the building ( FIG. 24 ). 
         [0222]    After the building is built up, the first section  74  of the vertical tower-type truss is disconnected from upper horizontal surface  33  of the second hoisting tackle  1 , and the tower crane is moved on, along H-shaped rail  5 , several floors higher. The second hoisting tackle  1  is disconnected from metal insert  40  and moved along removable section  93  of the H-shaped rail several centimeters higher. After that, pullout frame  95  is maximally pulled out from the building, together with the second hoisting tackle  1  installed on it. 
         [0223]    Then using the tower crane on upper horizontal surface  33  of the second hoisting tackle  1 , the second section  74  of vertical tower-type truss  45  is mounted. Pullout frame  95  is maximally pulled in to the building, together with the second hoisting tackle  1  installed on it and the second section  74  of vertical tower-type truss  45  installed on the given tackle. The second hoisting tackle  1  is moved down on concrete foundation  41  and fastened on metal insert  40 , while the first section  74  of vertical tower-type truss  45  is lowered onto the upper part of the second section  74  and fastened on its mounting frame  80 . Following this, the tower crane is used to erect another several floors of the building. 
         [0224]    In the similar manner, engineering measures are completed aimed at addition to the tower crane mounted of the third hoisting tackle ( FIG. 5 ). 
         [0225]    Upon completion of the above operations, mounting of the structure of the lifting tower crane is over. That is why, as soon as the building is built up, the crane is used as a self-relocating crane of the tower type in order to enable continuation of erection works in respect to further floors (levels) of the building. So, as the third hoisting tackle  1  is disconnected from metal insert  40  and the tower crane is relocated along H-shaped rail  5  several floors higher, the crane device is no longer expanded, but instead all its three hoisting tackles  1  are fastened on supporting elements  28  of the building. Following this, the tower crane can be used to erect several more floors of the building. 
         [0226]    Fastening of hoisting tackles  1  of the proposed system on supporting elements  28  of the building is completed in the following way. Supporting elements  28  are placed in guiding casings  30  of autonomous section  19  and are pulled out into take-up casings  29  of hoisting tackle  1  either manually or with use of screw-jack devices  31 . Upon maximal pulling-in of supporting elements  28  into hoisting tackle  1 , these supporting elements  28  are fastened using latches  32  ( FIGS. 3 and 11 ). 
         [0227]    The above operations related to movement and temporary fastening of the crane are performed at the point of achieving by the building under construction of the designed altitude and completion of constructing works. The design peculiarities of the proposed crane and vertical tower-type structure formed by autonomous section (floor)  19  enable performance of construction of especially high-rise buildings with height over 300 meters. 
         [0228]    When demounting the proposed crane device, its outrigger  35  is rotated so that the outrigger is positioned parallel to the surface of the building on which the given crane is located, and then it is turned down (approx. by 80°). Then, the crane device is moved to the lower part of the building, so that its third hoisting tackle  1  is on the docking device of building  6 . Further mounting is performed in the reverse order of the above mounting operations, with only exclusion that an additional crane device is engaged (for instance, a truck-mounted crane). 
         [0229]    Some of erected or designed high-rise constructions have stepped shape of their outer surfaces. That is why, in order to enable overcoming by hoisting tackles  1  of the proposed crane device of horizontal cornices during constructing of such constructions with stepped shape of the outer surfaces, transfer junctions are provided on the cornices of such a construction. 
         [0230]    Let us consider description of operation of the proposed crane device during construction of building  6  that has a horizontal cornice up to 3 meters wide. 
         [0231]    In this case, transfer junction of building  6  required for hoisting tackles  1  of the proposed crane device to overcome the cornices will comprise functional compartment  94 , transfer junction of building  6  and pullout frame  95 , which is installed in it and connected to screw-jack devices  96  ( FIG. 13 ). 
         [0232]    The tower crane that is located on surface B of building  6  has constructed cornice  106  of the building, a transfer junction and several floors on surface A of building  6 . As the point sets in when building  6  has achieved the height where it is impossible to build it further while the crane is on surface B, there is necessity to reinstall the crane from surface B to surface A. To enable this, construction of building  6  is temporarily suspended, and operations are performed aimed at overcoming by the tower crane of cornice  106 . 
         [0233]    For that purpose, the lifting tower crane is moved up along outer surface B of building  6  until its upper (first) hoisting tackle  1  is in immediate vicinity to the edge (outer corner) of cornice  106 . At this point, screw-jack stops  119  on the upper end of H-shaped rail  5  positioned on surface B are in position “pulled out”. This is required in order to prevent hoisting tackle  1  (for instance, owing to any failure) from coming off upper end of H-shaped rail  5 . As soon as the first hoisting tackle  1  of the tower crane climbed along outer surface B of building  6  to the edge (outer corner) of the cornice and stopped there, personnel remotely, with use of one of control panels  27 , activates screw-jack devices  96  of the transfer junction of building  6 . 
         [0234]    Screw-jack devices  96  pull out and move pullout frame  95  from outer surface A to outer surface B of building  6  ( FIG. 13 ). Reliability and smoothness of the movement is ensured for pullout frame  95  by its support wheels  97 , which contact with guides  98  provided on the outer surface of cornice  106  and in the upper part of functional compartment  94 . 
         [0235]    Pullout frame  95  has in its frontal part outer panel  107  with mobile H-shaped rail section  108  provided on it. That is why when pullout frame  95  is maximally pulled out from functional compartment  94 , mobile H-shaped rail section  108  is then contiuous with H-shaped rail  5  equipped on outer surface B of building  6 . 
         [0236]    Using one of control panels  27 , personnel remotely moves into position “pulled in”, screw-jack stops  119  located on the upper end of H-shaped rail  5 , which is mounted on outer surface B of the building. 
         [0237]    Concurrently with this, personnel, also using one of control panels  27 , remotely switches to position “pulled in” screw-jack stops  118  and to position “pulled out” screw-jack stops  117 . Both pairs of the stops are located on the mobile section of H-shaped rail  108  (stops  118  in its bottom part, and stops  117  in its upper part). 
         [0238]    As a result of the above operations, the way for the first hoisting tackle  1  of the tower crane to the mobile section of H-shaped rail  108  is free. The first hoisting tackle  1  goes there from the upper end of H-shaped rail  5  (located on outer surface B of building  6 ) after the tackle is disconnected from mounting frame  80  of the first section  74  of vertical tower-type truss  45 . 
         [0239]    As soon as hoisting tackle  1  of the tower crane has completely shifted to mobile section  108  of the H-shaped rail, personnel, using one of control panels  27 , remotely switches to position “pulled out” screw-jack stops  118  that are located in the bottom part of the mobile section. 
         [0240]    Then, again with use of one of control panels  27 , screw-jack devices  96  are switched on remotely, which start transporting pullout frame  95  with the first hoisting tackle  1  fastened on it toward functional compartment  94  provided on outer surface A of building  6 . 
         [0241]    As soon as pullout frame  95  is maximally pulled in to functional compartment  94  of the transfer junction of building  6 , mobile section  108  of the H-shaped rail will be continuous with H-shaped rail  5  mounted on outer surface A of building  6 . 
         [0242]    Then, the first hoisting tackle  1  is moved down on the outer surface of cornice  106  of the building and fastened on metal insert  40 , and the tower crane is used then to erect several floors of the building. 
         [0243]    As soon as the building is built up, the first section  74  of vertical tower-type truss  45  is disconnected from the second section  74  and demounted using the tower crane. 
         [0244]    Then the personnel, using one of control panels  27 , remotely switches in position “pulled in” screw-jack stops  117  located on the upper end of mobile section  108  of the H-shaped rail. At the same time, screw-jack stops  116  are switched to position “pulled in” which are located on the bottom end of H-shaped rail  5 , which is mounted on outer surface A of building  6 . 
         [0245]    As a result of the above operations, the way for the first hoisting tackle  1  of the tower crane to H-shaped rail  5  mounted on outer surface A of building  6  is free. Finally, the first hoisting tackle  1  is disconnected from metal insert  40 , and the lifting tower crane is moved along H-shaped rail  5  several floors higher, and pullout frame  95  of the transfer junction is moved out from the building. The second hoisting tackle  1  is disconnected from mounting frame  80  of the first section  74  of vertical tower-type truss  45  and moved up to the transfer junction of the building. 
         [0246]    Pullout frame  95  of the transfer junction is maximally pulled out. The second hoisting tackle  1  moves on mobile section  108  of the H-shaped rail of the transfer junction of building  6 . Then, pullout frame  95  is maximally pulled into the building, together with the second hoisting tackle  1  fastened on it and the second section  74  of vertical tower-type truss  45  installed on the tackle. 
         [0247]    The second hoisting tackle  1  is moved on the outer surface of cornice  106  of the building and fastened on metal insert  40 , and the first hoisting tackle  1  is moved on the upper part of the first section  74  of vertical tower-type truss  45  and fixed on its mounting frame  80 . Following this, the tower crane is used to erect several floors of the building. 
         [0248]    As soon as the building is built up, the first section  74  of vertical tower-type truss  45  is disconnected from upper horizontal surface  33  of the second hoisting tackle  1 , and the tower crane is moved along H-shaped rail  5  several floors higher. The second hoisting tackle  1  is disconnected from metal insert  40  and moved along mobile section  108  of the H-shaped rail several centimeters higher, and pullout frame  95  with the second hoisting tackle  1  is maximally moved out from the building. 
         [0249]    Using the tower crane, the second section  74  of vertical tower-type truss  45  is mounted on upper horizontal surface  33  of the second hoisting tackle  1 . 
         [0250]    After this, pullout frame  95  is maximally pulled in to the building, together with the second hoisting tackle  1  fastened on it and the second section  74  of vertical tower-type truss  45  fastened on the tackle. The second hoisting tackle  1  is moved down on the outer surface of cornice  106  of the building and fastened on metal insert  40 , while the first section  74  of vertical tower-type truss  45  is moved down on the upper part of the second section  74  and fastened on its mounting frame  80 . Following this, the crane is used to erect several further floors of the building. 
         [0251]    In strict compliance with installation and construction operations completed with the first and second hoisting tackles  1 , the third hoisting tackle  1  with its two sections  74  of vertical tower-type truss  45  also overcomes the building cornice and connects with the tower crane. The third hoisting tackle  1  moves down on the outer surface of cornice  106  of the building and is then fastened on metal insert  40 . The tower crane is used then to erect several further floors of the building. 
         [0252]    After the building has been built up, the third hoisting tackle  1  is disconnected from metal insert  40 , and the tower crane is moved along H-shaped rail  5  several floors higher. All three hoisting tackles  1  are fastened on supporting elements  28  of building  6 , following which the tower crane is used to erect several further floors of the building. 
         [0253]    Overcoming by the proposed crane device of the cornice in the reverse direction, which is during coming down, is performed in the reverse order of steps. 
         [0254]    Overcoming of the cornice in both directions by additional hoisting tackle  46  and hoisting tackle  1  equipped with horizontal service platform  148  is performed in the same order. 
         [0255]    Let us consider operation of the proposed crane device during construction of building  6  which has a horizontal cornice over 3 meters wide: 
         [0256]    In this case, the technical device required in order for hoisting tackles  1  of the tower crane to overcome the cornice consists of functional compartment  94  of transfer junction of building  6  and self-propelled module  109  installed in it. This self-propelled module  109  is equipped with driving unit  110  and a running gear comprising support wheels  113  and drive cog-wheels  111  ( FIG. 14 ). 
         [0257]    Lifting tower crane located on surface B of building  6  have erected cornice  106  of the building, transfer junction and several floors on surface A of building  6 . As the point sets in when building  6  has achieved the height where it is impossible to build it further up while the crane is on surface B, there is necessity to reinstall the crane from surface B to surface A. To enable this, construction of building  6  is temporarily suspended, and operations are performed aimed at overcoming by the tower crane of cornice  106 . 
         [0258]    For that purpose, the first hoisting tackle  1  of lifting tower crane is moved up along outer surface B of building  6  toward the edge (outer corner) of this cornice. On the top end of H-shaped rail  5 , screw-jack stops  119  are switched to position “pulled out”. 
         [0259]    After hoisting tackle  1  of lifting tower crane has climbed along outer surface B of building  6  to the edge (outer corner) of this cornice and stopped, personnel, using one of control panels  27 , remotely activates driving unite  110 . 
         [0260]    Driving unit  110  put in motion drive cog-wheels  111 . Using these drive cog-wheels  111  and rack guides  112  that are in contact with them, self-propelled module  109  moves from functional compartment  94  beyond the limits of outer surface A towards outer surface B of building  6  ( FIG. 14 ). 
         [0261]    Reliability and smoothness of the movement is ensured for self-propelled module  109  through its support wheels  111 , which contact with guides  114  provided on outer surface of cornice  106  of building  6 . 
         [0262]    Self-propelled module  109  has, in its frontal part, outer panel  115  with mobile section  108  of the H-shaped rail installed on it. That is why as self-propelled module  109  is maximally pulled out from functional compartment  94 , mobile section  108  of the H-shaped rail be continuous with H-shaped rail  5  mounted on outer surface B of building  6 . 
         [0263]    Personnel, using one of control panels  27 , remotely switch into position “pulled in” screw-jack stops  119  located on the top end of H-shaped rail  5  which is mounted on outer surface B of building  6 . 
         [0264]    Concurrently, personnel, also using one of control panels  27 , remotely switches into position “pulled in” screw-jack stops  118  and into position “pulled out” screw-jack stops  117 . Both pairs of the stops are located on the mobile section of H-shaped rail  108  (stops  118  in its bottom part, and stops  117  in its upper part). 
         [0265]    As a result of the above operations, the way for the first hoisting tackle  1  of the lifting tower crane to the mobile section of H-shaped rail  108  is free. 
         [0266]    Further description of installation and construction operations used for the crane device to overcome the horizontal cornice over 3 meters wide is precisely similar to the above operations in respect to overcoming by the proposed crane device of a horizontal device up to 3 meters wide. 
         [0267]    When erecting modern high-rise constructions, various crane devices of the tower type are utilized. That is why for purpose of broadening its functionalities, the proposed crane device can be also used as a fixed self-erected lifting tower crane. 
         [0268]    Let us consider the stage of construction represented in  FIG. 24 , which has already been discussed above when operation of a self-relocated lifting tower crane is described. At the stage of construction works, it is possible to start using the proposed crane device as a fixed self-erected lifting tower crane. 
         [0269]    To do so, mounting swivel ground  122  is mounted on upper hoisting tackle  1  of the lifting tower crane. The mounting is performed through inserting of forked elements  123  of removable frame  120  into longitudinal grooves  20  of such hoisting tackle  1  and further fastening of forked elements  123  in longitudinal grooves  20  with screw-jack stoppers  22  via openings  125  ( FIG. 15 ). Besides, the procedure of mounting includes blocking with locking devices  134  of rotary frame  127 . 
         [0270]    After mounting swivel ground  122  is suspended and fastened on the outer surface of upper hoisting tackle  1 , the lifting tower crane is used to erect several further floors of the building. 
         [0271]    After the building has been built up, section  74  of vertical tower-type truss  45  is disconnected from bottom horizontal surface  39  of upper hoisting tackle  1 , and the lifting tower crane is moved along H-shaped rail  5  several floors higher. Then, using the lifting tower crane, new section  74  of vertical tower-type truss  45  with its mounting pins  75  up is installed on mounting swivel ground  122  ( FIG. 17 ). 
         [0272]    In this installation, riggers participate who are on mounting swivel ground  122 . At first, they position section  74  suspended on hauling gear (rope)  37  of the crane, by means of its inserting its mounting pins  75  in grooves  76  located in the poles of section  74 . Then, they fasten section  74  installed, on service platform  136  with use of openings  78  and  77  and screw couplings  79  and, using locking devices  134 , unblock rotary frame  127  ( FIG. 15 ,  17 ). 
         [0273]    Following this, mounting swivel ground  122  is rotated down by 180°. In order to enable such rotation, winch  130  is switched to uncoil rope  129 , and winch  132  is switched to wind up ropes  131 . As a result of the operation, mounting swivel ground  122  together with new section  74  of vertical tower-type truss  45  smoothly turn down by 180° until elastic elements  135  set against support shafts  124 . Then, locking devices  134  of service platform  136  are unblocked. 
         [0274]    As a result of the maneuver, new section  74  of vertical tower-type truss  45  will be suspended on service platform  136  turned its mounting pins  75  down. The vertical symmetry axis of section  74  will coincide with the vertical symmetry axis of section  74  of vertical tower-type truss  45  fastened on upper horizontal surface  33  of the second hoisting tackle  1 . 
         [0275]    Then, the lifting tower crane is moved along H-shaped rail  5  several meters down until the first and second sections  74  of vertical tower-type truss  45  mate. Following this, sections  74  are fastened to each other. In this mounting operation, riggers are involved who are on transfer grounds  92  and mounting pads  145  of these two sections  74 . At first, they position upper section  74  suspended on service platform  136  through inserting its mounting pins  75  in grooves  76  located in poles of lower section  74 . Then, they fasten upper section  74  mounted on lower section  74 , using openings  78  ad  77  and screw couplings  79 . 
         [0276]    Then, upper section  74  of vertical tower-type truss  45  is disconnected from service platform  136  of mounting swivel ground  122 , and the lifting tower crane is moved along H-shaped rail  5  several meters higher, following which mounting swivel ground  122  is turned up by 180°. To do this, winch  130  is switched to wind up rope  129  and winches  132  to unwind ropes  131 . As a result of the operation, mounting swivel ground  122  smoothly turns up by 180°, in its starting position. Rotary frame  127  is blocked with locking devices  134  and mounting swivel ground  122  is ready to accommodate new section  74  of the vertical tower-type truss. 
         [0277]    After that, the lifting tower crane is moved along H-shaped rail  5  several meters down until upper section  74  of vertical tower-type truss  45  connects with bottom horizontal surface  39  of upper hoisting tackle  1 . This section  74  of vertical tower-type truss  45  is fastened with upper horizontal surface  33  of upper hoisting tackle  1  using removable mounting pins  81 , grooves  76 , openings  42  and screw couplings  43 . After this, the lifting tower crane is used to erect several further floors of the building. 
         [0278]    Mounting operations related to installation sections  74  of vertical tower-type truss  45  using mounting swivel ground  122  are repeated as long as necessity exists to increase the height of the lifting tower crane during erection of the high-rise building. By way of an instance,  FIG. 25  illustrates the stage of construction works when between upper and lower hoisting tackles  1 , there are already eight sections  74  of vertical tower-type truss  45  installed, and the building is erected  19  floors high. The fifth section  74  from the bottom has mounting balconies  142  that are fixed with the building using supporting elements  28 . There is also possibility to fasten to the building using supporting elements  28  upper hoisting tackle  1  of the lifting tower crane, too. 
         [0279]    Demounting of the proposed crane device is performed in the following way. 
         [0280]    Using the lifting tower crane, several riggers and mounting swivel ground  122 , all sections  74  of the vertical tower-type truss are demounted between upper and lower hoisting tackles  1 . Then, using the docking device of the building and self-propelled chassis  53 , lower hoisting tackle  1  is dismantled. After this, outrigger  35  of the lifting tower crane is turned so as to ensure that its position is parallel to the surface of the building on which this crane is located. Then, the crane device is moved down to the lower part of the building in order to ensure remaining hoisting tackle  1  is on the docking device of building  6 . Further dismantling is performed in the reverse order of the above mounting operations, however using an additional crane device, such as a truck-mounted crane. 
         [0281]    In order to operate together with the proposed crane device during erection of a high-rise building, additional hoisting tackle  46  and hoisting tackle  1  equipped with horizontal service platform  148  can be used. The former is used to lift and lower personnel and small-size cargoes, and the latter is used to lift and lower bulky cargoes ( FIGS. 8 and 19 ). 
         [0282]    After construction of the building is completed and it is put in operation, autonomous section (floor)  19  can be used as stairways of the building and in emergencies, such as fire, as the ‘safety floors’ intended to shelter and evacuate people and property. H-shaped rail  5 , the docking device and the transfer junction of building  6  can be henceforward used to lift and lower various hoists intended for construction and repairing/maintenance operations and in case of emergencies—to evacuate people and property. In case of demolition of a high-rise building, the proposed crane device is again installed on H-shaped rail  5  and used to demount the building. 
         [0283]    The example of a lifting system intended for erection of a construction with curvilinear wall profile, such as a television tower, is presented below. 
         [0284]    According to this invention, the lifting system is discussed intended to operate on high-rise buildings of the tower-type with a round cone-shape design of its body and curvilinear profile of its outer surfaces. 
         [0285]    The system comprises the following elements. 
         [0286]    As it was described above, hoisting tackles  1  have completely identical running gears comprising support wheels  2  and drive cog-wheels  3  ( FIG. 26 ), which are installed on dolly  153  of the running gear. Drive cog-wheels  3  are driven from driving units  4 . Using their running gears, hoisting tackles  1  can move along rails  5 , which have an H-shaped profile. H-shaped rails  5  are installed on outer surfaces of high-rise building  6 . This is enabled due to contact of support wheels  2  and drive cog-wheels  3  with guiding grooves  7  and rack guides  8  of H-shaped rail  5 , respectively. 
         [0287]    Running gear dolly  153  of each hoisting tackle  1  is movably connected with cargo and passenger cabin  154  by means of flexible swivel blocks  155  and screw-jack guides  156  ( FIG. 27 ). 
         [0288]    As an alternative, dolly  153  of the running gear of hoisting tackle  1  can be movably connected with cargo and passenger cabin  154  using only screw-jack guides  156 . 
         [0289]    Spacing between running gear dolly  153  and cabin  154  of hoisting tackle  1  is covered with elastic corrugated casing  157  ( FIG. 27 ). 
         [0290]    The distance between the groups of support wheels  2  provided on running gear dolly  153  of hoisting tackle  1  is sufficient to enable movement along rail  5  with curvilinear line that repeats curvatures of building  6 , where the system is installed ( FIG. 27 ). 
         [0291]    For the same purpose, support wheels  2  are fastened on surfaces of running gear dolly  153 , at least, via springs. 
         [0292]    Cabin  154  of hoisting tackle  1  has a rigid skeleton and a hermetic casing made of heat-resistant material. 
         [0293]    Cabin  154  is installed on truss section  158  for purpose of strengthening its structure ( FIG. 27 ). 
         [0294]    Cabin  154  of each hoisting tackle  1  is made with heat-resistant hermetically-closed doors  44  intended for communication with entries of building  6  and/or cabins  154  of other hoisting tackles  1 . 
         [0295]    Cabin  154  of hoisting tackle  1  is provided with heat-resistant hermetically-closed windows  48 . 
         [0296]    Structural components of hoisting tackle  1  are equipped as a minimum with searchlights, video cameras, loudspeakers, voice intercom devices, navigation devices, and sensors of temperature, distance, air pollution and wind and weight loads. The structural components are also equipped at least with compartments to store fire-extinguishing foam and other process liquids, terminals to connect pipelines and power cables, and compartments to store auxiliary equipment. Functional compartments of hoisting tackle  1  have, at least, reliable hermetic heat-resistant outer coating, internal illumination, an air cleansing and conditioning system, oxygen masks, a first-aid kit to render first medical aid, and fire-fighting and other technical equipment (depending on equipment type). 
         [0297]    All hoisting tackles  1  of the lifting system are equipped with mechanical safety brakes that ensure deceleration of lowering or stop of the system in case of accident. 
         [0298]    Hoisting tackle  1  is operated by personnel both from inside using control panel  27  located in the internal compartment of the tackle, and outside using a remote control panel ( FIG. 27 ). 
         [0299]    Building  6  has on its outer surfaces several lines of H-shaped rail  5  ( FIG. 29 ) that are permanently mounted along the entire altitude of the project and repeat after its curvilinear profile. Rails  5  are mounted on the outer surface of building  6  vertically and at a distance from each other in circular direction around its outer surface, and are at least in two areas located along the altitude of the building. H-shaped rail  5  is fixed with its inside surface on metal consoles  159 , which are installed at a distance from each other along the length of the rail on the surface of building  6  on top of its functional elements and superstructures  160  (balconies, grounds, ladders, etc.) ( FIG. 28 ). 
         [0300]    H-shaped rails  5  are fastened on metal consoles  159  via damping units  161  ( FIG. 28 ). 
         [0301]    At each section of H-shaped rail  5 , in equal intervals of its length, and over the entire area of its horizontal section, temperature-compensating inserts  162  are provided ( FIG. 28 ). 
         [0302]    On roof of cabin  154  of hoisting tackle  1 , external ground  163  with collapsible fence  164  as well as hatch  165  to which ladder  166  from the internal compartment of cabin  154  are provided ( FIG. 27 ). 
         [0303]    Sections of H-shaped rails  5  are fastened with their bottom parts at least on a concrete foundation building  6  or on bearing elements of its riggings. 
         [0304]    Sections of H-shaped rails  5  are grouped into a single stanchion, which goes through permanent riggings  167  and  168  of high-rise building  6 , through openings provided in the floors of rigging bodies ( FIGS. 29 and 30 ). 
         [0305]    As it can be seen from  FIG. 28 , H-shaped rails  5  are fastened on at least stanchions of metal skeleton  169 . 
         [0306]    Stanchions of metal skeleton  169  with rails  5  installed on them are installed at least on metal consoles  159  installed at intervals from each other along the line of H-shaped rail  5  on surface of building  6  on top of its functional elements and superstructures  160  (balconies, grounds, ladders etc.). 
         [0307]    Stanchions of metal skeleton  169  with H-shaped rails  5  installed on them can be mounted directly on surfaces of building  6  too. 
         [0308]    Sizes of cross-sections of stanchions of metal skeleton  169  enable laying the line of H-shaped rail  5  on top of the building&#39;s functional elements and superstructures  160  (balconies, grounds, ladders etc.). 
         [0309]    Sections of stanchions of metal skeleton  169  are fastened with their lower parts at least on the concrete foundation of building  6  or on bearing elements of its riggings. 
         [0310]    Sections of stanchions of metal skeleton  169  are at least grouped into a single stanchion, which goes at least through the permanent riggings of high-rise building  6 , through openings provided in the floors of bodies of riggings  167  and  168  ( FIG. 30 ). 
         [0311]    Temperature-compensating inserts  162  are provided in the bearing elements of the structure of the stanchions of metal skeleton  169 , over entire area of their horizontal sections and at equal vertical intervals. 
         [0312]    On the rear surface of H-shaped rail  5 , pipeline  170  and electric cable  171  are provided that function independently on similar facilities of building  6 . 
         [0313]    Terminals are connected to stand-alone pipeline  170  and power cable  171 , which are located on the façade of the building at a distance sufficient to enable access, at least, to one of the terminals from individual hoisting tackle  1  as it is positioned at any altitude level of building  6 . 
         [0314]    In order to ensure protection from adverse weather exposures, bodies of rails  6  and stanchions of metal skeleton  169  are equipped with heating elements connected to a self-contained power-supply source. 
         [0315]    There are hermetic heat-resistant doors  172  in permanent riggings  167  and  168  intended for communication with internal cabins ( FIG. 29 ). 
         [0316]    As one can see on the drawings ( FIGS. 29 and 30 ), for purpose for the design of building  6  under consideration, there are three independent lines of H-shaped rails  5  installed. The rail lines are permanently installed along the entire heights of their respective sections of the TV tower and repeat its curvilinear outline. At the same time they are installed on metal consoles  159  on the surface of building  6  on top of its functional elements and superstructures  160  (balconies, grounds, ladders etc.). 
         [0317]    Each of the three rail lines is installed during mounting so that its vertical symmetry line is positioned in the middle between collapsible six-meter radio aerials. On the other hand, each of three lines of H-shaped rails  5  is provided with individual hoisting tackle  1 , which can move up and down along the entire lengthy of its respective rail. 
         [0318]    It must be noted here that for the areas of building  6  that are of a constant angle in respect to the elevation, hoisting tackles  1  are made as to ensure that their cargo and passenger cabins  154  are installed fixedly on running gear dollies  153  on a certain angle, at which vertical symmetry axes of passenger and cargo cabin  154  and the TV tower coincide. The option of the technical completion of the lift is necessary in order to ensure that during movement of hoisting tackle  1  on H-shaped rail  5  declined on a certain angle, lift cabin  154  remains in a strictly vertical position in any place of the rail ( FIG. 29 ). 
         [0319]    For the areas of surfaces of building  6  with a variable angle in respect to the elevation, hoisting tackles  1  are made as to ensure their passenger and cargo cabins  154  are movably connected with dollies  153  of the running gear with use of flexible swivel blocks  155  and screw-jack guides  156 . The alternative of technical completion of the lifting system is necessary in order to ensure that during movement of hoisting tackle  1  on H-shaped rail  5  that has a curvilinear outline, cabin  154  of the lift remained a strictly vertical position in any place of the rail ( FIG. 31 ). 
         [0320]    Let us consider operation of the lifting system by the example of its using for purpose of people&#39;s evacuation in event of fire. 
         [0321]    The proposed lifting system can enable mass people evacuation. According to preliminary estimates by the authors, the systems allows simultaneous transportation of at least 200 persons provided the sufficient carrying capacity is ensured. 
         [0322]    To perform people&#39;s evacuation, first of all doors  172  of permanent riggings  167  and  168  are opened. People that were in the riggings come through the doors to the parking grounds for cabins  154 . 
         [0323]    As soon as the tackles are stopped immediately by the parking grounds, doors  44  of cabins  154  of hoisting tackles  1  are positioned directly opposite doors  172  of riggings permanent riggings  167  and  168  ( FIG. 29 ). 
         [0324]    Then doors  44  and  172  are opened, and people transfer from riggings  167  and  168  inside cabins  154  of hoisting tackles  1 . As soon as hoisting tackles  1  are maximally loaded with the evacuees and loads, doors  44  and  172  are closed and all full hoisting tackles  1  go down. 
         [0325]    Then, doors  44  are closed again and the evacuees go down from hoisting tackles  1  to the ground, thus evacuation procedure for the group of people comes its end. Their places in hoisting tackles  1  are then occupied by firemen with portable fire-fighting equipment. 
         [0326]    During subsequent similar stages of the above-described rescuing operation, the remaining groups of evacuees are transported to the ground and evacuation for them is over too. At the same time, a group of firemen and portable fire-fighting equipment are delivered to the fire center in the building, where all actions required to extinguish fire and eliminate its effects are undertaken. 
         [0327]    Obviously, many modifications and variations of the present invention are possible in light of the above teachings. It is therefore to be understood that, within the scope of the appended claims, the invention may be practiced otherwise than as specifically described.

Summary:
Elevators for use during construction, maintenance and emergency evacuation which ride on rails on the outside perimeter of buildings are proposed. The rails can be on flat or curved walls. Building setbacks may have movable rail sections connecting the setback wall with the outer perimeter wall for the elevator to travel up the side of the building. Trusses on the elevators can support a crane. A turntable on the elevator can work in conjunction with the elevator and the crane to install or remove trusses for supporting the crane. During emergencies people can escape buildings and fire fighting equipment and personnel can enter building using the outside elevators. Construction safety may be improved by use of the easy to assemble, disassemble and move crane. The elevator cars may be easily attached to rails on the outside of buildings when needed and removed, transported and stored when not needed.