WO2017145137A1 - Structure de bâtiment et procédé associé - Google Patents

Structure de bâtiment et procédé associé Download PDF

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Publication number
WO2017145137A1
WO2017145137A1 PCT/IB2017/051147 IB2017051147W WO2017145137A1 WO 2017145137 A1 WO2017145137 A1 WO 2017145137A1 IB 2017051147 W IB2017051147 W IB 2017051147W WO 2017145137 A1 WO2017145137 A1 WO 2017145137A1
Authority
WO
WIPO (PCT)
Prior art keywords
platform
building
building structure
central section
sub
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/IB2017/051147
Other languages
English (en)
Inventor
William Robert Dunster
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zed Pods Ltd
Original Assignee
Zed Pods Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zed Pods Ltd filed Critical Zed Pods Ltd
Priority to GB1703341.6A priority Critical patent/GB2547116B/en
Priority to CN201780013941.0A priority patent/CN108699850B/zh
Publication of WO2017145137A1 publication Critical patent/WO2017145137A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3404—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability supported by masts or tower-like structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3408—Extraordinarily-supported small buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3408—Extraordinarily-supported small buildings
    • E04B1/3412—Extraordinarily-supported small buildings mainly supported by a central column or footing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • E04H1/04—Apartment houses arranged in two or more levels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/02—Small garages, e.g. for one or two cars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/02—Small garages, e.g. for one or two cars
    • E04H6/025—Small garages, e.g. for one or two cars in the form of an overhead canopy, e.g. carports
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B2001/34876—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof
    • E04B2001/34884—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof creating a living space between several units

Definitions

  • the present invention is concerned with a building structure and method of constructing the same.
  • the aim of the invention is to provide conveniently located inexpensive accommodation by making better use of available land, in particular areas of land already in use for parking vehicles or hardstanding.
  • a building structure erected on compacted ground which structure comprises a first platform resting on the ground and having a rectangular central section and two end sections, upwardly extending support columns secured to the central section of the first platform, a rigid second platform resting on the support columns, and a building offering enclosed accommodation supported by the second platform, the second platform having at least one cantilever supported region extending beyond the central section of the first platform to overlie an end section of the first platform and thereby provide between the two platforms a covered parking bay onto which a vehicle may be driven without being impeded by the support columns, wherein the structure has no footings extending beneath the surface of the ground, wind forces on the structure being opposed only by the weight of the sections of the first platform.
  • the present invention is predicated on the realisation that there are large areas of land that are currently used only as car parks, vacant hardstandings or cleared construction sites awaiting development, such areas often being located near city centres and other locations where real estate is expensive.
  • the invention allows any existing car park or hardstanding that has already had its surface compacted sufficiently to bear the weight of any current four wheeled motorised vehicle to serve as a building plot without detracting from its current function.
  • the number of available parking bays may need to be reduced fractionally but the parking facility will be improved as all parking bays will be covered and parked vehicles will be sheltered from the elements. It is a well known problem that some institutions, such as hospitals and schools, have difficulty in hiring key staff because of the cost of housing in the vicinity of the institutions is prohibitively high.
  • Such institutions often have staff and visitor car parks which may, with the aid of the present invention, be used to mitigate the problem of providing staff accommodation.
  • the building structure of the invention has no footings nor foundations.
  • the car park or garage plot or compacted hardstanding surface does not need to be disturbed and a building structure can be erected that simply rests on the existing surface.
  • Embodiments of the invention enable at least the framework of the building and the two platforms to be pre-assembled off site, and erected in a short time using no more lifting equipment than forklift trucks or a small mobile crane.
  • the weight of the building structure is spread over a large area defined by the central section of the first platform.
  • the pressure exerted by the building structure on the compacted surface of the existing car park need be no more than that exerted on the ground by a vehicle. Consequently, should the building structure ever need to be dismantled or moved, the ground on which it rests would not require major repair.
  • the different sections of the first platform are constructed as open frames, preferably made up of box-section or I-section beams, surrounding a tray that is filled with ballast.
  • Each tray is preferably made of a welded mesh and may be filled with compacted hardcore, such as crushed bricks, rocks or rubble, which may conveniently be sourced locally to act as ballast.
  • compacted hardcore such as crushed bricks, rocks or rubble
  • each tray may be formed as a structural container capable of holding a ballast in the form of a liquid, such as water, or a flowable granular material, such as sand.
  • a ballast in the form of a liquid, such as water, or a flowable granular material, such as sand.
  • the mass of this ballast material both enables the proposed structure to withstand the overturning moments of wind forces at the same time as supporting the weight of any parked vehicle and raising the vehicle above the structural raft members sitting above the compacted ground surface.
  • the end sections of the first platform may be pivotably connected to the central section.
  • Such a pivotal connection offers the further advantage that the three sections, together with the support columns, may form a subassembly that can adopt a compact configuration for easier transportation.
  • the first platform Despite the pivotal connection between the sections of the first platform, it provides sufficient weight to withstand wind loads in all directions. When wind is blowing laterally, the weight of all three sections of the first platform is effective in opposing the wind load. When the wind blows lengthways, the wind load is opposed by the weight of the central section and only one end section of the first platform, but this is nonetheless sufficient to withstand the load because of the lesser sail area of the building end face.
  • a ramp formed for example of compressed rubber, may be provided to enable wheeled vehicles to pass from the level of the existing car park surface onto the height of the parking bay.
  • the size of the central section of the first platform, and therefore the positioning of the support columns, is selected to minimise obstruction while a vehicle is being manoeuvred into each parking bay and to allow the doors of parked vehicle to be opened.
  • the positioning of the support columns aims to maintain the cantilever loads on the second platform within manageable limits.
  • a parking bay needs to be of a size capable of accommodating at least a standard car.
  • parking bays are required to be at least 2.4m wide and 4.8m long.
  • the height of the bay should also preferably be in excess of 2.4m.
  • the structure can be easily tailored to accommodate wider parking bays as required by specific locations.
  • a building structure of the invention need only cover an area of ground slightly wider than a single bay of the existing car park and as long as two parking bays. Such a structure on its own, however, would not provide a way of accessing the second platform.
  • a dedicated structure herein termed an access structure
  • overlying two adjacent parking bays would be required alongside the building structure to provide stair access to the second platform and services (electricity, water, sewage) to the building.
  • the framework for the building structure is formed of factory manufactured sub-assemblies capable of being mounted on site one above the other. If the building is formed of two floors, the upper floor of the building may be formed as a first sub-assembly. The second platform and the first floor of the building may then be formed as a second sub-assembly and the first platform and support columns for the second platform may constitute a third sub-assembly.
  • a narrow building structure overlying only two parking bays would not usually be constructed to stand alone and would instead be only one of a plurality of modules that are connected to one another side by side to form a block.
  • the second platforms of the different modules of a block when joined to one another will define a plot on which buildings can be erected and walk ways provided in the same way as any other plot of land.
  • One or more access structures would in such a case be required for each block, depending on national fire regulations and statutory escape travel distances.
  • the building is not limited to having only two floors and, especially when a block is constructed from many individual building structures arranged side by side, it is envisaged that the building may have three or possibly four floors above the existing ground surface.
  • a method of constructing on compacted ground a building structure having no footings that extend beneath the surface of the ground comprises erecting or placing directly on the compacted ground a first sub-assembly that includes a first platform, having a rectangular central section, two end sections, and upwardly extending support columns secured to the central section, and mounting on the support columns a second sub- assembly that a includes a rigid platform and a building offering enclosed accommodation, the second platform having at least one cantilever supported region extending beyond the central section of the first platform to overlie an end section of the first platform and thereby provide between the two platforms a covered parking bay.
  • the building that forms part of the second sub-assembly may itself be of two floors that are themselves each formed as a sub-assembly and mounted one above the other after arriving on site.
  • a building structure may be erected of three factory assembled sub-assemblies, of which the first comprises the second floor of the building, the second comprises the first floor of the building and the second platform and the third comprises the first platform and the support columns for the second platform and the building.
  • Each of the sub-assemblies may have incorporated therein forklift sleeves or craneage suspension connections as well inter-engaging formations and a locking mechanism capable of withstanding wind uplift.
  • the entire building structure may be erected on site using no more than a forklift truck or a small mobile crane to raise each sub-assembly onto the one below it, the inter-engaging formations serving to prevent relative movement between the different sub-assemblies.
  • Figure 1 is a perspective view of the framework, or metal skeleton, of a building structure of the present invention
  • FIGs 2, 3 and 4 show respectively first, second and third factory
  • Figure 5 is a perspective view of the framework of an access structure to be erected alongside the framework shown in Figure 1,
  • Figure 6 show the access structure of Figure 5 positioned alongside the framework of Figure 1,
  • Figure 7 is a photograph of a building structure of which the framework is shown in Figure 6, and
  • Figure 8 is a view a car park on which two rows of building structures of the invention have been erected and a covered communal space has been constructed over the access road between the rows. Detailed description of the drawing
  • a building structure 10 of the invention comprises a first horizontal platform 12 that lies above, and rests on, the ground, a rigid second horizontal platform 14 supported by upright support columns 16 above the first platform 12 and a building 18, providing covered accommodation, constructed above the second support platform 14.
  • the length of the platforms 12 and 14 is equal to the length of two parking bays arranged end to end, typically between 12 m and 15 m, though possibly longer.
  • the width of the platforms 12 and 14 is slightly wider than the width of a parking bay, typically between 3 m and 4 m. Increasing the width of the platforms 12 and 14 allows the construction of a wider building 18 but at the cost of reducing the number of parking bays.
  • the illustrated building structure provides two parking bays between the two platforms 12 and 14, and the vertical distance between them is comparable with the ceiling height of a multi-storey car park, typically between 2.4 m and 3 m.
  • the first platform 12 is constructed from a central section 12a that is connected to the support columns 16 and two end sections 12b and 12c, that are pivotably connected to the central section 12a by means of strong hinges.
  • the end sections 12b and 12c define the parking bays onto which vehicles may be driven. It will be noted that the support columns 16 are
  • the positioning of the beams 16 also enables the vehicle doors to be opened without obstruction.
  • the distance of the support columns 16 from the ends of the first platform 12 is at least lm, or 1.5m, or 2m, or 2.5m or 3m 3.5m. The greater the distance, the less will be the obstruction to drivers when parking and when opening car doors. However, as the distance is increased, so is the load on the cantilever supported region of the second platform 14 increased and in practice the chosen distance will be a compromise between driver convenience and structural stability.
  • cantilever supported regions refers to the regions of the second platform that lie beyond the rectangular area having the four support columns 16 at its corners.
  • the sections of the platforml2 and the platform 14 are formed by open rectangular frames having longer sides welded to shorter ends.
  • the sides and ends of the frames of the two platforms are formed of box-section beams that are welded to one another.
  • the end sections 12b and 12c of the first platform 12 have reinforcement crossbars 20 that lie parallel to the ends of the frames, the latter also being constructed as box-section beams.
  • mesh 22 is welded to the sides, ends and reinforcement bars of all three sections of the first platform 12 to form a plurality of trays.
  • These trays are filled with crushed rock or rubble to act as ballast and enable the building structure to withstand uplift wind forces.
  • each tray may be formed as a structural container capable of holding a ballast in the form of a liquid, such as water, or a flowable granular material, such as sand.
  • the height of the beams of the central section 12a of the first platform 12 may need to be quite significant to enable the trays to hold the amount of ballast needed to resist the wind load on the building. Because of this, there may be a significant height difference between the level of the compacted surface of the existing car park and the ground level between the support columns. For this reason, it is desirable for the side beams of the end sections 12b and 12c of the first platform 12 and the ballast retaining trays secured to them, to have a tapering height, so that the two end sections themselves act a ramps. All the beams of the second platform 14 and of the central section 12a of the first platform are of uniform height.
  • Ramps 24, made for example of high density rubber, may be provided adjacent the ends of the platform 12 to allow wheeled vehicles to be driven smoothly onto the raised parking bays.
  • ballast when compacted hardcore is used to fill the trays it provides a low maintenance parking surface that can readily be repaired, for example if a vehicle should leak oil onto it. It is also porous and allows surface water to drain onto the original car park surface.
  • the central section 12a of the first platform 12 should be accurately horizontal. As the car park surface may be uneven or not perfectly horizontal, shims and/or cementitious grout may be placed under the sides of the central section 12a to ensure verticality of the support columns 16. It is preferred to form the shims of a conformable material, such as high density pads or rubber compound. Because the end sections 12b and 12c are pivotably connected to the central section, it is not essential for the ground to be horizontal over the enter length of the first platform 12. It is important, however, that the hinges used to connect the sections of the first platform 12 to one another should be sufficiently strong to support the weight of each end section, even when it is filled with ballast, as the weight of the end sections is also relied upon to resist uplift wind forces.
  • the upper ends of the support columns are connected to a support frame 30 that is shorter than the length of the second platform 14.
  • the central section 12a of the first support platform 12, the columns 16 and the support frame 30 together form a rigid cube that is strengthened by corner pieces 32 to prevent it from racking in the longitudinal plane of the building structure. Additional corner pieces, or other bracing may, if necessary, be provided to prevent racking in a transverse plane.
  • the sub-assembly shown in Figure 4 can be factory manufactured and need not be assembled on site.
  • the end sections can be pivoted upwards and secured temporarily to the support frame 30 thus allowing the sub-assembly to be folded into a more compact configuration for transportation.
  • the ends beams 34 of the central section 12a may be formed as, or connected to, forklift sleeves 34 to allow the assembly to be raised and lowered using only an forklift truck.
  • the building structure of Figure 1 is constructed using two further factory manufactured sub-assemblies shown in Figures 2 and 3, respectively.
  • the first subassembly 40 shown in Figure 2, is the framework of the upper floor of the building 18.
  • Two of the cross beams 42 of this sub-assembly 40 are again formed as forklift sleeves to permit the entire sub-assembly to be raised and lowered using only a forklift truck, although a small mobile crane can be used on hard to access plots.
  • the second sub-assembly 50 shown in Figure 3, comprises the second platform 14 and the framework of the lower floor of the building 18. Once again, two of the cross beams 52 of this sub-assembly are formed a forklift sleeves.
  • the sub-assembly of Figure 4 is first delivered to the installation site and the central section 12a of the first platform 12 is placed on the ground while the end sections 12b and 12c remain temporarily tied to the support frame 30. Suitable conformable shims are placed beneath the beams of the central section 12a to ensure that is rest horizontally. The ends sections 12b and 12c are then lowered to rest on the ground and once again shims may be needed to ensure ground contact around the entire first platform 12. The trays of the three sections of the first platform are then filled with ballast and compacted to form a heavy and stable base on which the remainder of the building structure can rest.
  • the sub-assembly of Figure 2 is next lifted by means of a forklift truck and lowered onto the sub-assembly of Figure 3.
  • the sub-assemblies of both Figure 2 and Figure 3 are lifted together by means of a forklift truck engaging the forklift sleeves 52 and lowered onto the support frame 30.
  • the sub-assemblies may have hitching points in addition to, or in place of the forklift sleeves.
  • All three sub-assemblies have inter-engaging locating formations to prevent them from moving relative to one another once they have been correctly aligned.
  • ball-ended posts 54 may be provided on one sub-assembly to be received in sleeves (not shown) provided on the mating sub-assembly. While such formations will prevent relative movement in a horizontal plane, additional locking devices are required to prevent relative vertical uplift movement, as may be cause by wind.
  • a locking ball hitch, as used for towing, can serve both purposes.
  • the structure of Figure 1 cannot stand alone as it provides no access to the second platform 14 nor to the building 18.
  • Such access is provided by a dedicated access structure 60 as shown in Figure 5 which is constructed in much the same way as the structure of Figure 1 using three factory manufactured sub-assemblies, and in addition includes a staircase 62.
  • such an access structure 60 is erected alongside a building structure of Figure 1, it allows access to the building 18 and to the walkways at the front and rear of the building.
  • FIG. 7 shows a completed building structure based on the framework shown in Figure 6. As can be seen, the structure occupies four parking bays but three of the parking bays remain usable after erection of the structure, one of these bays being shown occupied by a vehicle 70. The only unusable bay is that occupied by the staircase 62 of the access structure 60.
  • the roof of the space 80 may comprise clear panels 82 and a walk on gutter 80 may be provided to allow access to roof and roof lights 86 of the individual building structures 10, when required for cleaning and repair.
  • the positioning of the upright columns 16 results in regions of the second platform 14 being cantilever supported. For this reason, care is taken to ensure that the centre of gravity of the building 18 should not lie over a cantilever supported region of the second platform 14 but at a point between the upright support columns 16.
  • While the invention is primarily intended to provide living accommodation, there is nothing to preclude buildings constructed on a raised platform above a car park from being used to house offices or shops.
  • Accommodation can be provided over an existing car park with a minimal reduction in the number of parking bays.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne une structure de bâtiment 10 qui comprend une première plateforme 12 reposant sur le sol et constituée d'une section centrale rectangulaire 12 et de deux sections d'extrémité 12b et 12c. Des colonnes de support 16 s'étendent vers le haut à partir de la section centrale de la première plateforme pour supporter une seconde plateforme rigide 14, et un bâtiment 18 fournissant un logement fermé est supporté par la seconde plateforme 14. La seconde plateforme présente au moins une région supportée en porte-à-faux qui s'étend au-delà de la section centrale 12a de la première plateforme de manière à recouvrir une section d'extrémité 12b de la première plateforme et à ainsi fournir entre les deux plateformes une baie de stationnement couverte sur laquelle un véhicule peut être amené sans être gêné par les colonnes de support. La structure de bâtiment 10 n'a pas de semelle s'étendant sous la surface du sol et les forces du vent s'appliquant sur la structure ne sont contrées que par le poids des sections de la première plateforme 12.
PCT/IB2017/051147 2016-02-28 2017-02-27 Structure de bâtiment et procédé associé Ceased WO2017145137A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
GB1703341.6A GB2547116B (en) 2016-02-28 2017-02-27 Building structure and method
CN201780013941.0A CN108699850B (zh) 2016-02-28 2017-02-27 建筑结构和方法

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB1603435.7A GB201603435D0 (en) 2016-02-28 2016-02-28 Building structure and method
GB1603435.7 2016-02-28

Publications (1)

Publication Number Publication Date
WO2017145137A1 true WO2017145137A1 (fr) 2017-08-31

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PCT/IB2017/051147 Ceased WO2017145137A1 (fr) 2016-02-28 2017-02-27 Structure de bâtiment et procédé associé

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CN (1) CN108699850B (fr)
GB (2) GB201603435D0 (fr)
WO (1) WO2017145137A1 (fr)

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CN109339240A (zh) * 2018-11-20 2019-02-15 华北水利水电大学 生态环保型简易建筑结构
US10450739B1 (en) 2017-10-13 2019-10-22 Ob Development Llc Temporary or semi-permanent structure and method of increasing usable space
US11268272B2 (en) 2017-10-13 2022-03-08 Ob Development Llc Method and structure for increasing usable space in a parking lot
AU2022100148B4 (en) * 2020-08-11 2023-03-02 Lastavec, Steven Francis A self-supporting split skillion portal frame

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Publication number Priority date Publication date Assignee Title
GR20180100038A (el) 2018-01-31 2019-09-06 Διονυσιος Δημητριου Σοτοβικης Κτιριο με αντιβαρο σε προβολο
CN110453783A (zh) * 2019-08-09 2019-11-15 陕西诺橙建筑装饰工程有限公司 一种多功能悬吊式空中建筑
GB2616994B (en) * 2021-10-18 2024-12-04 Larkfleet Group X House Ltd Building for car parks

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CN108699850A (zh) 2018-10-23
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