US20070028531A1 - Haven House - Google Patents

Haven House Download PDF

Info

Publication number
US20070028531A1
US20070028531A1 US11/161,048 US16104805A US2007028531A1 US 20070028531 A1 US20070028531 A1 US 20070028531A1 US 16104805 A US16104805 A US 16104805A US 2007028531 A1 US2007028531 A1 US 2007028531A1
Authority
US
United States
Prior art keywords
haven
house
earthquake
liquefacting
withstand
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.)
Abandoned
Application number
US11/161,048
Inventor
Jerry Woodcock
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 US11/161,048 priority Critical patent/US20070028531A1/en
Publication of US20070028531A1 publication Critical patent/US20070028531A1/en
Priority to US12/033,010 priority patent/US7913462B2/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/04Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull
    • B63B1/041Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with single hull with disk-shaped hull
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3211Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241Frame connection details
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the Haven House is a spherical, predominately pre-cast concrete structure that consists of a segmented central column, two polar caps, and floors at the equator, at the approximate Tropics of Cancer and Capricorn, and, depending upon a particular radius, at various intermediate levels.
  • the floors are supported by beams that radiate out from the central column at forty-five degree increments and that terminate at segmental horizontal ring beams known as latitudinal beams.
  • Segmental longitudinal beams that encircle the entire structure and intersect the junctures of the radial beams and latitudinal beams complete the framework around the wall panels that finish the spherical shape. Pairs or, depending upon a particular radius, sets of four post-tensioned cables run through all the beams as well as the central column to cinch the structure all together.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Fluid Mechanics (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The Haven House offers a much stronger structure than conventional structures by utilizing the inherent strength of a complete sphere as opposed to a truncated sphere and by utilizing its system of pre-cast concrete structural members that are laced together in several different directions with post-tensioned cables. The inherent flexibility of the multitude of hinged connections that make up the Haven House allows the structure to distort but not fail when subjected to various forces of nature such as earthquakes, hurricanes, tornadoes and floods. Its response to these destructive forces can be likened to a three-dimensional and more widely diversified version of a palm tree bending but not breaking when subjected to high winds.

Description

  • The Haven House is a spherical, predominately pre-cast concrete structure that consists of a segmented central column, two polar caps, and floors at the equator, at the approximate Tropics of Cancer and Capricorn, and, depending upon a particular radius, at various intermediate levels. The floors are supported by beams that radiate out from the central column at forty-five degree increments and that terminate at segmental horizontal ring beams known as latitudinal beams. Segmental longitudinal beams that encircle the entire structure and intersect the junctures of the radial beams and latitudinal beams complete the framework around the wall panels that finish the spherical shape. Pairs or, depending upon a particular radius, sets of four post-tensioned cables run through all the beams as well as the central column to cinch the structure all together.
  • BACKGROUND OF THE HAVEN HOUSE
  • From igloos, through geodesic domes, to hemispherical domes made by spraying a cementitious material over an inflated bladder, there have been, through history, many types of truncated domes used as dwellings and commercial buildings. The Haven House offers the added strength of a complete, continuous sphere along with an internal framework for establishing floors and room divisions. By utilizing pre-cast structural members that are laced together with post-tensioned cables, the structure is given the flexibility of a multitude of hinged connections and the integral strength of all members working in compression with one another.

Claims (6)

1. The Haven House offers a safe dwelling in almost any environment. The post-tensioning of the cables that run through the structural members of the Haven House insure that the structure behaves as an integral unit while it maintains a degree of flexibility. Mechanical features such as overhead coiling shutters, water storage tanks with purge nozzles, and sets of four cable tethers with winches along with the predominately concrete, steel and glass building components gives the Haven House the ability to withstand almost any natural catastrophe that may come its way.
2. (1) When situated within a liquefacting medium, the structure will ride out an earthquake by floating upon the liquefacting medium while using it as a buffer from the main earthquake forces.
3. (2) When not located in a liquefacting substrate, the Haven House will withstand an earthquake by flexing at the joints as the post-tensioned cables stretch while the structure absorbs and dissipates the earthquake forces.
4. (3) With its structural members all in compression, this structure will withstand the high winds of hurricanes and tornadoes.
5. (4) The proper management of its four tethers and the ballast of the water storage tanks in the lower portions of the structure will allow the Haven House to rise with flood waters and lower back down as the waters recede.
6. (5) A predominately concrete, steel and glass structure equipped with interior sprinklers and the eight nozzles used to purge the ballast tanks, the Haven House will be highly fire resistant both internally and externally.
US11/161,048 2005-07-20 2005-07-20 Haven House Abandoned US20070028531A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US11/161,048 US20070028531A1 (en) 2005-07-20 2005-07-20 Haven House
US12/033,010 US7913462B2 (en) 2005-07-20 2008-02-18 Structural member for buildings and methods of use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US11/161,048 US20070028531A1 (en) 2005-07-20 2005-07-20 Haven House

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US12/033,010 Continuation-In-Part US7913462B2 (en) 2005-07-20 2008-02-18 Structural member for buildings and methods of use

Publications (1)

Publication Number Publication Date
US20070028531A1 true US20070028531A1 (en) 2007-02-08

Family

ID=37716343

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/161,048 Abandoned US20070028531A1 (en) 2005-07-20 2005-07-20 Haven House

Country Status (1)

Country Link
US (1) US20070028531A1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100162655A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
US20100162658A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Modular concrete building
US20100162651A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Concrete roof panel
US20100300010A1 (en) * 2009-05-27 2010-12-02 Maria Eugenia Vallejo Eco sphere
US20100313502A1 (en) * 2007-05-09 2010-12-16 Ada Solutions, Inc. Replaceable wet-set tactile warning surface unit and method of installation and replacement
US8359793B2 (en) 2010-08-26 2013-01-29 Danny Chagai Zeevi Earthquake force absorption system
US8490363B2 (en) 2008-12-31 2013-07-23 The Spancrete Group, Inc. Modular concrete building
US8920066B1 (en) 2011-01-12 2014-12-30 Tuf-Tite, Inc. Tactile sidewalk surface
US9896834B1 (en) * 2013-11-13 2018-02-20 Jeanette Hyams Tree house elevated in a simulated tree, and method of making
US10920378B2 (en) 2018-01-19 2021-02-16 Tuf-Tite, Inc. Stamped steel detectable warning tile and method of manufacture

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2166577A (en) * 1937-10-06 1939-07-18 Beckius Antoine Building suitable for countries liable to earthquakes
US3916578A (en) * 1971-05-24 1975-11-04 Iradj Forootan Earthquake-proof building structure
US4565149A (en) * 1982-03-11 1986-01-21 Richard Clasky Semi-submergible spherical residential structure
US4848047A (en) * 1986-11-11 1989-07-18 Canadian Patents And Development Limited/Societe Canadienne Des Brevets Et D'exploitation Limitee Spherical buildings
US5394661A (en) * 1993-06-24 1995-03-07 Noble; Curtis R. Earthquake resistant biosphere
US6401404B1 (en) * 2001-02-08 2002-06-11 Gary Products Group, Inc. Expandable sphere
US6642906B1 (en) * 2002-06-14 2003-11-04 Star-H Corporation Self-righting assembly
US6938381B1 (en) * 2002-02-27 2005-09-06 Jorge Enrique Villa Catastrophic event survival structure and method of manufacture

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2166577A (en) * 1937-10-06 1939-07-18 Beckius Antoine Building suitable for countries liable to earthquakes
US3916578A (en) * 1971-05-24 1975-11-04 Iradj Forootan Earthquake-proof building structure
US4565149A (en) * 1982-03-11 1986-01-21 Richard Clasky Semi-submergible spherical residential structure
US4848047A (en) * 1986-11-11 1989-07-18 Canadian Patents And Development Limited/Societe Canadienne Des Brevets Et D'exploitation Limitee Spherical buildings
US5394661A (en) * 1993-06-24 1995-03-07 Noble; Curtis R. Earthquake resistant biosphere
US6401404B1 (en) * 2001-02-08 2002-06-11 Gary Products Group, Inc. Expandable sphere
US6938381B1 (en) * 2002-02-27 2005-09-06 Jorge Enrique Villa Catastrophic event survival structure and method of manufacture
US6642906B1 (en) * 2002-06-14 2003-11-04 Star-H Corporation Self-righting assembly

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100313502A1 (en) * 2007-05-09 2010-12-16 Ada Solutions, Inc. Replaceable wet-set tactile warning surface unit and method of installation and replacement
US8028491B2 (en) 2007-05-09 2011-10-04 Ada Solutions, Inc. Replaceable wet-set tactile warning surface unit and method of installation and replacement
US8490363B2 (en) 2008-12-31 2013-07-23 The Spancrete Group, Inc. Modular concrete building
US20100162651A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Concrete roof panel
US20100162658A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Modular concrete building
US8132388B2 (en) 2008-12-31 2012-03-13 The Spancrete Group, Inc. Modular concrete building
US8397467B2 (en) 2008-12-31 2013-03-19 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
US20100162655A1 (en) * 2008-12-31 2010-07-01 The Spancrete Group, Inc. Methods and apparatus for concrete panel connections
US8763317B2 (en) 2008-12-31 2014-07-01 The Spancrete Group, Inc. Concrete roof panel
US20100300010A1 (en) * 2009-05-27 2010-12-02 Maria Eugenia Vallejo Eco sphere
US8359793B2 (en) 2010-08-26 2013-01-29 Danny Chagai Zeevi Earthquake force absorption system
US8920066B1 (en) 2011-01-12 2014-12-30 Tuf-Tite, Inc. Tactile sidewalk surface
US9896834B1 (en) * 2013-11-13 2018-02-20 Jeanette Hyams Tree house elevated in a simulated tree, and method of making
US10920378B2 (en) 2018-01-19 2021-02-16 Tuf-Tite, Inc. Stamped steel detectable warning tile and method of manufacture

Similar Documents

Publication Publication Date Title
US20070028531A1 (en) Haven House
US8286392B2 (en) Inhabitable space frames
WO2013064150A1 (en) Construction-unit for immediate or permanent shelter
CN104246089B (en) One dome-shaped structure
CN105155581B (en) Split type floating on water surface energy-saving building structural system and construction method
US7913462B2 (en) Structural member for buildings and methods of use
KR20160108488A (en) Floating island
US3338000A (en) Inflated roof
Abraham et al. Study of Dome structures with specific Focus on Monolithic and Geodesic Domes for Housing
JP5543658B1 (en) Disaster prevention shelter
WO2021009576A1 (en) Spherical structures consisting of triangular panels
Khodadadi Basic Concepts of Structural Design for Architecture Students
Xu et al. Structural design of irregular curved lattice shells in China
JP3030828B2 (en) Huge building
Knebel et al. The structural making of the Eden Domes
Karimi Study and comparison arch at framework modern materials case study: Iran
Pinto Lightweight and transparent domes
RU223692U1 (en) DOME GREENHOUSE
Ghorbani et al. Study of the evolution of geodesic domes from the point of view of the structures of dome spacecraft
Zingoni Dual-Purpose Concrete Shells
RU2713114C1 (en) Two-dome greenhouse
Rębielak Examples of application of numerical models in engineering and architectonic design
CN2329715Y (en) Multifunctional movable dwellings
Shekhorkina Basic principles of low-rise residential floating buildings design
JP6746165B2 (en) Structure

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION