WO1990007614A1 - Immeuble incline et elements elastiques - Google Patents

Immeuble incline et elements elastiques Download PDF

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Publication number
WO1990007614A1
WO1990007614A1 PCT/CH1989/000222 CH8900222W WO9007614A1 WO 1990007614 A1 WO1990007614 A1 WO 1990007614A1 CH 8900222 W CH8900222 W CH 8900222W WO 9007614 A1 WO9007614 A1 WO 9007614A1
Authority
WO
WIPO (PCT)
Prior art keywords
point
written
building
house
sloping
Prior art date
Application number
PCT/CH1989/000222
Other languages
German (de)
English (en)
Inventor
Elemér ZALOTAY
Original Assignee
Zalotay Elemer
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 Zalotay Elemer filed Critical Zalotay Elemer
Priority to BR898907284A priority Critical patent/BR8907284A/pt
Publication of WO1990007614A1 publication Critical patent/WO1990007614A1/fr

Links

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.

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)
  • Building Environments (AREA)

Abstract

Pour réduire l'influence des forces exercées par le vent sur un immeuble (1), celui-ci est incliné dans la direction du vent et tendu par des câbles (2) dans la direction opposée.
PCT/CH1989/000222 1988-12-27 1989-12-18 Immeuble incline et elements elastiques WO1990007614A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
BR898907284A BR8907284A (pt) 1988-12-27 1989-12-18 Edificio obliquo e elementos espaciais elasticos

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH479788 1988-12-27
CH4797/88-7 1988-12-27

Publications (1)

Publication Number Publication Date
WO1990007614A1 true WO1990007614A1 (fr) 1990-07-12

Family

ID=4282713

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CH1989/000222 WO1990007614A1 (fr) 1988-12-27 1989-12-18 Immeuble incline et elements elastiques

Country Status (6)

Country Link
EP (1) EP0404910A1 (fr)
JP (1) JPH03505245A (fr)
CN (1) CN1044318A (fr)
AU (1) AU4665589A (fr)
BR (1) BR8907284A (fr)
WO (1) WO1990007614A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102094459A (zh) * 2010-12-08 2011-06-15 广州市设计院 整体倾斜相互链接结构体系及其施工方法
CN107663900A (zh) * 2017-04-18 2018-02-06 清华大学建筑设计研究院有限公司 一种闭合马鞍形索膜结构与下部结构协同工作的连接节点

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1321618A (fr) * 1962-02-10 1963-03-22 Ensembles architecturaux et urbanistes
US3872632A (en) * 1973-06-12 1975-03-25 Richard W Snibbe Suspended structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1321618A (fr) * 1962-02-10 1963-03-22 Ensembles architecturaux et urbanistes
US3872632A (en) * 1973-06-12 1975-03-25 Richard W Snibbe Suspended structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102094459A (zh) * 2010-12-08 2011-06-15 广州市设计院 整体倾斜相互链接结构体系及其施工方法
CN102094459B (zh) * 2010-12-08 2014-07-02 广州市设计院 整体倾斜相互链接结构体系及其施工方法
CN107663900A (zh) * 2017-04-18 2018-02-06 清华大学建筑设计研究院有限公司 一种闭合马鞍形索膜结构与下部结构协同工作的连接节点
CN107663900B (zh) * 2017-04-18 2020-06-16 清华大学建筑设计研究院有限公司 一种闭合马鞍形索膜结构与下部结构协同工作的连接节点

Also Published As

Publication number Publication date
CN1044318A (zh) 1990-08-01
EP0404910A1 (fr) 1991-01-02
BR8907284A (pt) 1991-03-26
AU4665589A (en) 1990-08-01
JPH03505245A (ja) 1991-11-14

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