Classifications

• • 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

Definitions

• the Cheops pyramid has no steel at all, the shape of J. Honcock C. is a bit like the shape of Cheops P., with relatively little steel. A shape approx between the two could give us the opportunity to build skyscrapers with as little steel as the amount of steel from very thin reinforced concrete walls of this theoretical house, only the interior rooms could not be used for anything sensible.
• the amount of steel from such inclined high-rise buildings in the area of "double-just" cables is more than 100 times less than the amount of steel from conventional steel skeleton constructions, and even if we calculate the reduction factors of the steel cable with the extra price Relative amount of steel more ten times. Practically the amount of steel from the steel skeleton is missing.
• the core or the house can be built from reinforced concrete with a minimum amount of reinforcing steel by creeping formwork.
• Fig. 1 shows the theoretical design of the skyscraper in the case of steel skeleton switching
• Fig. 3 shows the cable tension
• Fig. 4 shows the same variant as Fig. 3, only with a supplement that can be more suitable for small plots;
• Fig. 5 shows Jardinel ement Weghangung of sloping houses, which sloping houses are to be considered as sloping house cores;
• Fig. 6 shows the articulation of the main core of the house;
• Fig. 7 shows the statically determined, i.e. 3-point support of room elements;
• Fig. 9 shows the panel design of? Spatial element
• Fig.lo shows a possibility of elastic connections of the panels
• Fig.ll shows an elastic fire retardant solution of the elastic panel connection by fire retardant material and mortar, where the panels are filled with fire retardant material.
• 1 core, or house 2 cable bracing; 3 substructure for the purpose of the smaller plot; 4 suspension of functional units or spatial elements; 5 joints in the sloping house; 6 three-point suspension or support; 7 space framework; 8 wall channels; 9 ceiling channels; lo hole for the Panäl connection; 11 panel connectors of smaller diameter than the hole (lo); 12 extension piece of panels; 13 fire-retardant mortars; 14 fire retardant fabrics.

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• 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)
• Building Environments (AREA)

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• 1989
  • 1989-12-18 EP EP19900900749 patent/EP0404910A1/de not_active Withdrawn
  • 1989-12-18 WO PCT/CH1989/000222 patent/WO1990007614A1/de not_active Application Discontinuation
  • 1989-12-18 BR BR898907284A patent/BR8907284A/pt unknown
  • 1989-12-18 JP JP50094289A patent/JPH03505245A/ja active Pending
  • 1989-12-18 AU AU46655/89A patent/AU4665589A/en not_active Abandoned
  • 1989-12-27 CN CN 89109852 patent/CN1044318A/zh active Pending

Non-Patent Citations (1)

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