EP0550780A1 - Bâtiment et procédé pour son édification - Google Patents

Bâtiment et procédé pour son édification Download PDF

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Publication number
EP0550780A1
EP0550780A1 EP92100217A EP92100217A EP0550780A1 EP 0550780 A1 EP0550780 A1 EP 0550780A1 EP 92100217 A EP92100217 A EP 92100217A EP 92100217 A EP92100217 A EP 92100217A EP 0550780 A1 EP0550780 A1 EP 0550780A1
Authority
EP
European Patent Office
Prior art keywords
floors
building
construction
lifted
building according
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.)
Withdrawn
Application number
EP92100217A
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German (de)
English (en)
Inventor
Verner Pluss
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP92100217A priority Critical patent/EP0550780A1/fr
Publication of EP0550780A1 publication Critical patent/EP0550780A1/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3511—Lift-slab; characterised by a purely vertical lifting of floors or roofs or parts thereof

Definitions

  • the present invention relates to a high-rise building according to the preamble of claim 1 and the method of its construction.
  • the floors once in place also have a stabilizing function in the general case where their peripheric faces, made by their outer walls, are in contact, thus forming the external envelope of a pillar of a larger diameter than the original vertical support.
  • the above is true only when the building is finished. During the construction steps where only upper-level floors are in place, the building's resistance to winds and other hazards is dependent principally on the vertical support's mechanical strength.
  • the present invention eliminates the above disadvantages by the means described in claim 1.
  • a major advantage of the invention is that, by using two or more support elements, the enlargement of the horizontal dimensions of the building is possible. This also increases its solidity and resistance. It also allows to construct higher buildings, with a larger number of floors that can also be of bigger height, and more generally allows to use more efficiently the available space and surface while preserving the aesthetic environment more easily.
  • the vertical supports will be made of cells, giving the vertical support a vertebra-like structure.
  • the dimensions of the cells can be chosen in such a way that each floor corresponds to a cell in each vertical support.
  • the proper positioning of the vertical supports on the foundation parts can contribute to increase the aerodynamic stability of the building in the direction of the steadiest or strongest winds blowing in the given area. If a plurality of vertical supports are used, they do not have to be in the enterior of the floor surface, but can provide support at the floor periphery. This can be a major advantage from the point of view of design flexibility, distribution of functions, static and dynamic properties of the building, particularly in the construction phase.
  • the stability of the building can also be improved by an appropriate lifting sequence of the floors as they are constructed: lifting a floors or a group of floors to an intermediate position allows to maintain some adequate distribution of weights and prevents the building to be top-heavy.
  • the vertical supports can be built in a known manner, e.g. by a classical slip forming method and can conveniently contain stairs, elevators, fluids supply and evacuation means like air-conditioning, water, gases, energy sources or communication means adapted to the uses of the building and floors. More generally, they can implement different kinds of logistic functions between the floors and the outside of the building that cannot be performed through the faces of the floors. These functions can be shared between the vertical supports. The choice of functions will be influenced by various considerations, e.g. security or economical considerations: water separated from electricity, gas separated from everything else, air-conditioning separated from hot water.
  • the cells can have a distribution function from the vertical support to the corresponding floors, with regard to the above-mentioned logistic means.
  • the ground level is dedicated to an assembly line used for pre-fabricating and assembling of the floors to be lifted, while the access to the floors already assembled, lifted and in use is made through access ways in the basement even while the construction of further floors goes on.
  • the ground level installations can comprise various known means of optimizing logistics of the assembling and mounting operations, including a railway ring for adequate transportation of materials or semi-finished products on the ground floor, and more generally the elements of an assembly line.
  • a major advantage of this particular embodiment of the invention resides in the extensive cost savings allowed; this is particularly true for costs incurred in traditional construction of sky-scrapers, where the workers have to be transported to the floors to perform their work: this leads to tight safety requirements and related costs, as well as time lost in transportation. It also allows the workers to operate in a more attractive environment and eliminates the problem of dwindling-related hazards.
  • a further advantage of this embodiment is to allow a high degree of flexibility in the construction process: as the ground floor is dedicated to pre-fabrication and assembling operations, while the people and goods enter and leave the already-lifted floors through the support elements and access ways on the basement level, no interference exists between normal use of the already-lifted floors and the on-going construction process. This allows not only to finance part of the construction by the profits of the activity of the floors already in use, but even, if the economic situation gets bad, to stop the construction for an adapted time period, without any harm to the existing activities. This advantage has a very important and positive impact on the financial data within which the construction activity has to take place.
  • the active areas of the ground level are protected, during the assembling and pre-fabricating operations, by a temporary structure that is designed to protect the workers of the assembly line from climatic hazards, particularly if construction takes place in extreme climatic conditions.
  • This structure can also be useful to protect some semi-finished products or chemicals used in the assembling and pre-fabricating process, and that can be spoiled by excessive humidity or temperatures.
  • a major advantage of this protecting structure is that the assembling and pre-fabricating process can benefit, as needed, of all the advantages of a workshop or plant environment, as opposed to a traditional open-air construction process that is dependent on weather conditions.
  • the floors are grouped in level units. These units are assembled and lifted along the vertical structure jointly.
  • the size of one unit can be chosen taking into account the optimal size of the commercialy available logistic means, for instance: water pumps or reservoirs, garbage disposal equipment, centralized vacuum cleaner engines, elevators systems, phone switchboards or Value-Added Network type of equipment, supporting modern features of intelligent buildings but primarily as a compromise between ease of assembly and ease of lifting.
  • the mentioned pre-fabrication and assembling process taking place on the ground floor while, optionally, some other floors are already assembled, lifted and in use, can be adapted to construct several floors at a time into one level unit, which is then ready to be lifted and put in use.
  • the top floor of one level unit will be the broadest floor of the unit and the bottom floor the narrowest, giving to the level unit the shape of a cup. This will allow to use the top level of a unit as a platform with specific uses.
  • Figure 1 shows a known structure comprising one support 3, with floors 1 grouped in four units 2, of different sizes, around this single support 3, in a finished and functioning state.
  • Figure 2 is a plane view of an example of a call of a round support of figure 9, accomodating various logistic functions in a known manner for the corresponding floor.
  • Figure 3 is an elevation of a building, comprising four support elements, and constructed on a ground that is firm enough, so that piles are unnecessary.
  • Figure 4 is a plane view of another embodiment of the invention with six support elements, one being central and the others being peripheric, supporting floors in a flower-like pattern, the petals of the flower being of various size. Each petal is supported not only by the central support, but also by distributed support elements 3.
  • buildings according to the invention are represented at an intermediate step of the construction, where only a top level unit 4 of six floors is put in its definitive place in the structure.
  • a group 5 of floors is represented in an intermediate, non-definitive position with the aim to serve as a spacer between the support elements 6, 7, 8, 9, 10, 11, 12.
  • Figure 13 is a detailed view of figure 10, showing a round support with steel rods 19 on its periphery, designed to operate monkey climbers.
  • Figure 14 is an elevated cross-section of the foundation parts of a building partially constructed, with a unit 5 of five active floors that have previously been pre-fabricated, assembled, lifted and secured to the support 3.
  • the ground level is kept free, with some decorative plants or shrubs 20 on the lawn, available for later re-instalment of the assembly line to allow construction of additional floors as needed.
  • the entrances 13 of the building are situated under the ground level on an entrance level, communicating with the ground level by a slope 14 opening to the outside ways of communication like streets, etc. situated on the ground floor, but away from the support and the surrounding ground floor that is dedicated to the assembly line.
  • the purpose is to leave a good part of the ground floor area free for assembly of additional floors by the assembly line.
  • Other underground floors comprise parking levels 15 and a concrete mat 16.
  • a water tank 17 is accomodated in the support, which is prolonged by stabilizing piles 18 if the ground is not firm enough to support the height of the building.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP92100217A 1992-01-09 1992-01-09 Bâtiment et procédé pour son édification Withdrawn EP0550780A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP92100217A EP0550780A1 (fr) 1992-01-09 1992-01-09 Bâtiment et procédé pour son édification

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP92100217A EP0550780A1 (fr) 1992-01-09 1992-01-09 Bâtiment et procédé pour son édification

Publications (1)

Publication Number Publication Date
EP0550780A1 true EP0550780A1 (fr) 1993-07-14

Family

ID=8209223

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92100217A Withdrawn EP0550780A1 (fr) 1992-01-09 1992-01-09 Bâtiment et procédé pour son édification

Country Status (1)

Country Link
EP (1) EP0550780A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009032025A1 (fr) * 2007-05-13 2009-03-12 Ely Donald A Jr Structure multifonctionnelle d'immeuble élevé
ITMI20082179A1 (it) * 2008-12-10 2010-06-11 Angelo Morelli Complesso edile
CN101845882A (zh) * 2010-05-15 2010-09-29 陈永生 高层楼房托吊浇灌水泥模架和建材吊运与吊箱的组合装置
GB2487988A (en) * 2011-02-14 2012-08-15 Intelligent Organics Ltd Habitable structure with centrally controlled, networked power, fluid and waste
IT201600125286A1 (it) * 2016-12-12 2018-06-12 Guido Furlanetto Edificio

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR74311E (fr) * 1958-10-21 1960-11-07 Perfectionnements apportés aux ouvrages ou ensembles du genre de ceux comportant des membrures de grande section
CH519635A (de) * 1969-06-03 1972-02-29 Nickolaus Ljung Torsten Verfahren zur Herstellung von mehrstöckigen Gebäuden
FR2219282A1 (fr) * 1973-02-23 1974-09-20 Dziewolski Richard

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR74311E (fr) * 1958-10-21 1960-11-07 Perfectionnements apportés aux ouvrages ou ensembles du genre de ceux comportant des membrures de grande section
CH519635A (de) * 1969-06-03 1972-02-29 Nickolaus Ljung Torsten Verfahren zur Herstellung von mehrstöckigen Gebäuden
FR2219282A1 (fr) * 1973-02-23 1974-09-20 Dziewolski Richard

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100325987A1 (en) * 2007-05-13 2010-12-30 Ely Jr Donald A Multi- use tall buiding structure
WO2009032025A1 (fr) * 2007-05-13 2009-03-12 Ely Donald A Jr Structure multifonctionnelle d'immeuble élevé
US8650821B2 (en) * 2007-05-13 2014-02-18 Donald A. Ely, JR. Multi-use tall building structure
ITMI20082179A1 (it) * 2008-12-10 2010-06-11 Angelo Morelli Complesso edile
WO2010066528A1 (fr) * 2008-12-10 2010-06-17 Angelo Morelli Complexe de bâtiments
EP2199474A1 (fr) * 2008-12-10 2010-06-23 Angelo Morelli Complexe d'immeubles
CN101845882B (zh) * 2010-05-15 2013-06-12 陈永生 高层楼房托吊浇灌水泥模架和建材吊运与吊箱的组合装置
CN101845882A (zh) * 2010-05-15 2010-09-29 陈永生 高层楼房托吊浇灌水泥模架和建材吊运与吊箱的组合装置
GB2487988A (en) * 2011-02-14 2012-08-15 Intelligent Organics Ltd Habitable structure with centrally controlled, networked power, fluid and waste
GB2487988B (en) * 2011-02-14 2013-09-11 Intelligent Organics Ltd Habitable structure
WO2012110808A3 (fr) * 2011-02-14 2012-11-15 Intelligent Organics Limited Structure habitable
IT201600125286A1 (it) * 2016-12-12 2018-06-12 Guido Furlanetto Edificio
US20180163390A1 (en) * 2016-12-12 2018-06-14 Guido FURLANETTO Building
CN108222267A (zh) * 2016-12-12 2018-06-29 G·富拉内托 建筑物
US10480175B2 (en) 2016-12-12 2019-11-19 Guido FURLANETTO Building

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