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US20080184634A1 - Aseismatic building structure - Google Patents

Aseismatic building structure Download PDF

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Publication number
US20080184634A1
US20080184634A1 US11/701,563 US70156307A US2008184634A1 US 20080184634 A1 US20080184634 A1 US 20080184634A1 US 70156307 A US70156307 A US 70156307A US 2008184634 A1 US2008184634 A1 US 2008184634A1
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US
United States
Prior art keywords
building
work
ground
earthquake
spheres
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
US11/701,563
Inventor
Yoshioki Tomoyasu
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to US11/701,563 priority Critical patent/US20080184634A1/en
Publication of US20080184634A1 publication Critical patent/US20080184634A1/en
Abandoned legal-status Critical Current

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    • 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
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins

Definitions

  • the present invention is generally directed to developing for the construction engineering for earthquake proof building.
  • This invention relates to the civil engineering to prevent building from being destroyed by earthquake and subsequent to being available for low cost construction system.
  • the conventional concept for proof structure of building against earthquake depends upon the method providing buildings with strong support with piles, nails, etc. to combine each other firmly and solidity with view to withstanding possible vibration by earthquake.
  • the present invention is generally directed to develop for a construction method to be free from any destruction imposed by either shock or vibration caused by earthquake by means of introducing the concept of flexibility on the building with any movement by earthquake into the architecture, particularly to the foundation of the building where oscillation by earthquake is allowed to be intercepted by means of absorbing energy of earthquake with rotating operation of sphere applied as support interlocked with resilient frame-work capable of withstanding the total weight load of the building in view of the fact that a ship with a ten stories of ship building of which bottom is exposed to lateral and vertical and mixed pulses is allowed to stand sound due to no adherence to any supports under the water.
  • FIG. 1 One example of the cross sectional side view of building foundation of the present invention.
  • the present invention is related to the aseismatic building system comprising the building foundation ( 5 ) which is assembled with dowel bars ( 7 ) and supporting said building with either walls or piles ( 8 ), the space where a spheres ( 1 ) as well as another sphere ( 3 ) processed with bores ( 6 ) on the surface collaborated with a resilient frame-work ( 2 ) reclaimed with particles ( 4 ) substituted for the function of the rest in the conventional building construction to support the weight forming rigid structure against the attack of the earthquake is set and the ground-work ( 11 ) with drainages ( 9 ) on the ground ( 10 ).
  • the present invention is the construction technology of aseismatic building depend upon flexible structure to absorb the energy of vibration caused by the earthquake by means of rotating said sphere ( 1 ) and another sphere ( 3 ) and sliding on the slab of said ground-work ( 11 ) in collaborating with the resilient function to expand the angle of arch ( 12 ) of said resilient frame-work ( 2 ), thus the vibration of the earthquake is liable to be intercepted in transmitting to the building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention is directed to develop for aseimatic building construction system by means of converting the solid structure for the building against the attack by earthquake into the flexible structure to absorb the energy of the vibration caused by the earthquake by the method of using spheres incorporated with the resilient frame-work in the function of rotating themselves and spreading the angle of the arch thereof and sliding on the ground-work.

Description

    FIELD OF THE INVENTION
  • The present invention is generally directed to developing for the construction engineering for earthquake proof building.
    • BACKGROUND OF THE INVENTION
  • 1. Field of the Invention
  • This invention relates to the civil engineering to prevent building from being destroyed by earthquake and subsequent to being available for low cost construction system.
  • 2. Description of the Prior Art
  • The conventional concept for proof structure of building against earthquake depends upon the method providing buildings with strong support with piles, nails, etc. to combine each other firmly and solidity with view to withstanding possible vibration by earthquake.
    • SUMMARY OF THE INVENTION
  • The present invention is generally directed to develop for a construction method to be free from any destruction imposed by either shock or vibration caused by earthquake by means of introducing the concept of flexibility on the building with any movement by earthquake into the architecture, particularly to the foundation of the building where oscillation by earthquake is allowed to be intercepted by means of absorbing energy of earthquake with rotating operation of sphere applied as support interlocked with resilient frame-work capable of withstanding the total weight load of the building in view of the fact that a ship with a ten stories of ship building of which bottom is exposed to lateral and vertical and mixed pulses is allowed to stand sound due to no adherence to any supports under the water.
    • BRIEF DESCRIPTION OF THE DRAWING
  • FIG. 1: One example of the cross sectional side view of building foundation of the present invention.
    •  DETAILED DESCRIPTION OF THE INVENTION
  • As shown FIG. 1, the present invention is related to the aseismatic building system comprising the building foundation (5) which is assembled with dowel bars (7) and supporting said building with either walls or piles (8), the space where a spheres (1) as well as another sphere (3) processed with bores (6) on the surface collaborated with a resilient frame-work (2) reclaimed with particles (4) substituted for the function of the rest in the conventional building construction to support the weight forming rigid structure against the attack of the earthquake is set and the ground-work (11) with drainages (9) on the ground (10).
  • The present invention is the construction technology of aseismatic building depend upon flexible structure to absorb the energy of vibration caused by the earthquake by means of rotating said sphere (1) and another sphere (3) and sliding on the slab of said ground-work (11) in collaborating with the resilient function to expand the angle of arch (12) of said resilient frame-work (2), thus the vibration of the earthquake is liable to be intercepted in transmitting to the building.

Claims (2)

1. As the countermeasure against earthquake in the building construction, the building is built on not solid structure but on the flexible structure in alignment with the movement of the earthquake by means of using a spheres combined with resilient frame-work which is set between the space between the foundation of said building and the ground-work based on the ground reclaimed with particles such as sand intercepting the vibration from being transmitted to the said building constructed on the upper position substituting for props, piles, pillars and etc. in the conventional architecture.
2. Either piles or pillars to support the building in the conventional architecture is substituted for spheres bored on the surface sustained by a resilient frame-work accommodated another sphere in the downward section which is partially in contact with the ground and the inclined inside wall of said frame-work of which apex forming arch to be deformed in expansion toward outside to absorb the energy of vertical vibration and simultaneously the energy of lateral vibration which cause rotational and slide movement of said spheres and resilient frame-work in collaboration in alignment with the movement of the earthquake laid between the slab on which building is built and the ground work based on the ground filled with particles.
US11/701,563 2007-02-02 2007-02-02 Aseismatic building structure Abandoned US20080184634A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US11/701,563 US20080184634A1 (en) 2007-02-02 2007-02-02 Aseismatic building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US11/701,563 US20080184634A1 (en) 2007-02-02 2007-02-02 Aseismatic building structure

Publications (1)

Publication Number Publication Date
US20080184634A1 true US20080184634A1 (en) 2008-08-07

Family

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Family Applications (1)

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US11/701,563 Abandoned US20080184634A1 (en) 2007-02-02 2007-02-02 Aseismatic building structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100083591A1 (en) * 2008-10-03 2010-04-08 Yoshioki Tomoyasu Billiard mode aseismatic architecture
US11421435B2 (en) * 2018-12-12 2022-08-23 Universidad Catolica De La Santisima Concepcion Kinematic seismic isolation device

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US951028A (en) * 1909-07-27 1910-03-01 Ferdinand Schaer Foundation for buildings.
US2014643A (en) * 1933-08-31 1935-09-17 Jacob F J Bakker Balance block for buildings
US2828589A (en) * 1954-05-28 1958-04-01 Lad L Hercik Work table support
US4974378A (en) * 1989-12-29 1990-12-04 Shustov Valentin N Seismic-isolator
US5056280A (en) * 1990-09-12 1991-10-15 Shustov Valentin N Multi-step base isolator
US5058338A (en) * 1989-04-11 1991-10-22 Fima S.P.A. Energy dissipating device for rendering a structure impervious to seismic occurrences
US5071261A (en) * 1989-12-18 1991-12-10 New-York Hamberger Gummi-Waaren Compagnie Ag Earthquake-bearing
US5081806A (en) * 1989-07-25 1992-01-21 Pommelet Yves M Building structure foundation system
US5261200A (en) * 1990-01-20 1993-11-16 Sumitomo Gomu Kogyo Kabushiki Kaisha Vibration-proofing device
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US5934029A (en) * 1997-05-16 1999-08-10 Okumura Corporation Base isolator having mutually eccentric rotators
US5979127A (en) * 1996-10-04 1999-11-09 Yoneda; Ryozo Earthquake-proof object support device
US6085474A (en) * 1998-03-16 2000-07-11 Mizuno; Tsutomu Device for minimizing earthquake shocks to a small building
US6321492B1 (en) * 1997-08-08 2001-11-27 Robinson Seismic Limited Energy absorber
US20020166296A1 (en) * 2001-05-04 2002-11-14 Kim Jae Kwan Directional rolling pendulum seismic isolation systems and roller assembly therefor
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
US20040221520A1 (en) * 2003-05-05 2004-11-11 Te-Chuan Chiang All-directional damping and earthquake-resisting unit
US20080066398A1 (en) * 2004-10-04 2008-03-20 Hiroyasu Tubota System for Buffering Horizontal Acceleration Acting on Structural Member and Position Returning Unit
US7409799B2 (en) * 2005-12-13 2008-08-12 Chong-Shien Tsai Anti shock device

Patent Citations (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US951028A (en) * 1909-07-27 1910-03-01 Ferdinand Schaer Foundation for buildings.
US2014643A (en) * 1933-08-31 1935-09-17 Jacob F J Bakker Balance block for buildings
US2828589A (en) * 1954-05-28 1958-04-01 Lad L Hercik Work table support
US5058338A (en) * 1989-04-11 1991-10-22 Fima S.P.A. Energy dissipating device for rendering a structure impervious to seismic occurrences
US5081806A (en) * 1989-07-25 1992-01-21 Pommelet Yves M Building structure foundation system
US5071261A (en) * 1989-12-18 1991-12-10 New-York Hamberger Gummi-Waaren Compagnie Ag Earthquake-bearing
US4974378A (en) * 1989-12-29 1990-12-04 Shustov Valentin N Seismic-isolator
US5261200A (en) * 1990-01-20 1993-11-16 Sumitomo Gomu Kogyo Kabushiki Kaisha Vibration-proofing device
US5056280A (en) * 1990-09-12 1991-10-15 Shustov Valentin N Multi-step base isolator
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US5979127A (en) * 1996-10-04 1999-11-09 Yoneda; Ryozo Earthquake-proof object support device
US5934029A (en) * 1997-05-16 1999-08-10 Okumura Corporation Base isolator having mutually eccentric rotators
US6321492B1 (en) * 1997-08-08 2001-11-27 Robinson Seismic Limited Energy absorber
US6085474A (en) * 1998-03-16 2000-07-11 Mizuno; Tsutomu Device for minimizing earthquake shocks to a small building
US20020166296A1 (en) * 2001-05-04 2002-11-14 Kim Jae Kwan Directional rolling pendulum seismic isolation systems and roller assembly therefor
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
US20040074162A1 (en) * 2002-03-07 2004-04-22 Chong-Shien Tsai Structure of an anti-shock device
US20040221520A1 (en) * 2003-05-05 2004-11-11 Te-Chuan Chiang All-directional damping and earthquake-resisting unit
US20080066398A1 (en) * 2004-10-04 2008-03-20 Hiroyasu Tubota System for Buffering Horizontal Acceleration Acting on Structural Member and Position Returning Unit
US7409799B2 (en) * 2005-12-13 2008-08-12 Chong-Shien Tsai Anti shock device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100083591A1 (en) * 2008-10-03 2010-04-08 Yoshioki Tomoyasu Billiard mode aseismatic architecture
US11421435B2 (en) * 2018-12-12 2022-08-23 Universidad Catolica De La Santisima Concepcion Kinematic seismic isolation device

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