US951028A - Foundation for buildings. - Google Patents

Foundation for buildings. Download PDF

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Publication number
US951028A
US951028A US50991709A US1909509917A US951028A US 951028 A US951028 A US 951028A US 50991709 A US50991709 A US 50991709A US 1909509917 A US1909509917 A US 1909509917A US 951028 A US951028 A US 951028A
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Prior art keywords
foundation
plates
buildings
balls
concrete
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US50991709A
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Ferdinand Schaer
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins

Definitions

  • This invention relates to improvements in foundations for buildings and has for its object the improved construct-ion of such foundations whereby lateral vibrations caused by seismic or other shocks will have no injurious effect on the building.
  • Figure l is a sectional elevation while Fig. 2 is a plan of one form of the invent-ion given by way of example.
  • the basement consists of two foundation plates arranged horizontally one above the other, the lower of which forms the special basement while the upper forms the supporting floor of the building.
  • These two foundation plates are separated from one another by an intermediate ball bearing.
  • Each ball is arranged between two ball bearing surfaces.
  • the upper foundation plate which is intended to be connected rigidly with the building may yield to lateral shocks and to their action on the lower foundation connected therewith no matter in which direction they move.
  • the lower foundation takes part in the motions of the vibrating earth while the freely mounted upper parts retain their position except for small vertical motions which are proportional to the amount of lateral motion of the shocks and to the radius chosen for the ball bearing surfaces.
  • A is a concrete block constructed on the building site which may be reinforced if desired.
  • the concrete plates D formed in separate pieces with concave faces on their upper sides are set in concrete F and connected by transverse reinforcements G.
  • the metal balls B On the concave surfaces a are then placed the metal balls B so that they are then given their predetermined position.
  • the armored plates E On the balls B are then placed the armored plates E with their concave faces c down- Ward. These plates are provisionally secured while wedges are driven into the openings formed by the plates abutting.
  • the concrete block C is then formed and is connected rigidly with the reinforcements H of the plates. This concrete may itself be reinforced in conjunction with the buildings to be constructed thereon.
  • Fig. 2 in the drawing shows 'a plan of the lower foundation plate with the balls arranged thereon.
  • a lower foundation member provided with two series of upwardly extending partitions, the partitions forming one series extending at an angle with the partitions forming the other series, metal reinforcing members positioned within said partitions, concrete plates interposed between said partitions, said plates having concave upper surfaces, an upper foundation member comprising a concrete block, a plurality of concrete plates in juxtaposition to the lower surface of said block, metal rein forcing members embedded within said block and said plates for assisting in holding In testimony whereof, I have signed my the latter in position, saidplates being pronalne to this speciiication in the presence of lo vided with concave lower surfaces, and a two subscribing witnesses.

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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)
  • Working Measures On Existing Buildindgs (AREA)

Description

1?..SGHR.
FOUNDATION FOR BUILDINGS.
APrLIoATIoN FILED JULY 27, 1909.
Patented. Mar. l, 1910.
ll ITEI) STATES PATENT OFFICE.
FERDINAND SCHR, OF LUCERNE, SWITZERLAND.
FOUNDATION FOR BUILDINGS.
To all whom 'it may concern.
Be it known that I, FERDINAND Soi-IR, a citizen of Switzerland, residing at Lucerne, in the Canton of Lucerne, Re ublic of Switzerland, (whose post-oiiice ad ress is 22 Horwerstrasse, Lucerne,) have invented certain new and useful Improvements in Foundations for Buildings; and Ido hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same, reference being had to the accompanying drawings, and to letters of reference marked thereon, which form a part of this specification.
This invention relates to improvements in foundations for buildings and has for its object the improved construct-ion of such foundations whereby lateral vibrations caused by seismic or other shocks will have no injurious effect on the building.
In the accompanying drawings which illustrate the invention Figure l is a sectional elevation while Fig. 2 is a plan of one form of the invent-ion given by way of example.
According to the invention the basement consists of two foundation plates arranged horizontally one above the other, the lower of which forms the special basement while the upper forms the supporting floor of the building. These two foundation plates are separated from one another by an intermediate ball bearing. Each ball is arranged between two ball bearing surfaces. By this arrangement of balls the upper foundation plate which is intended to be connected rigidly with the building may yield to lateral shocks and to their action on the lower foundation connected therewith no matter in which direction they move. In other words according to the physical law of in ertia the lower foundation takes part in the motions of the vibrating earth while the freely mounted upper parts retain their position except for small vertical motions which are proportional to the amount of lateral motion of the shocks and to the radius chosen for the ball bearing surfaces. By means of these surfaces rolling of the upper foundation as also unintentional alter ation of the position of the balls is pre- Speccation of Letters Patent.
Application led July 27, 1909.
Patented Mar. 1, 1910.
Serial No. 509,917.
vented and the construction of the whole foundation simplified.
Referring to the drawings A (Fig. l) is a concrete block constructed on the building site which may be reinforced if desired. On this concrete block the concrete plates D formed in separate pieces with concave faces on their upper sides are set in concrete F and connected by transverse reinforcements G. On the concave surfaces a are then placed the metal balls B so that they are then given their predetermined position. On the balls B are then placed the armored plates E with their concave faces c down- Ward. These plates are provisionally secured while wedges are driven into the openings formed by the plates abutting. The concrete block C is then formed and is connected rigidly with the reinforcements H of the plates. This concrete may itself be reinforced in conjunction with the buildings to be constructed thereon.
Fig. 2 in the drawing shows 'a plan of the lower foundation plate with the balls arranged thereon.
What I claim is l. In a construction of the class described, in combination, a lower foundation member' provided with upwardly extending partitions, concrete plates interposed between said partitions, said plates having concave upper surfaces, an upper foundation member comprising a plurality of concrete plates having concave lower surfaces, and a series of balls interposed between said lower and upper foundation members for maintaining them in spaced relation to one another, each of said balls being positioned between an upper and a lower concave surface.
2. In a construction of the class described, in combination, a lower foundation member provided with two series of upwardly extending partitions, the partitions forming one series extending at an angle with the partitions forming the other series, metal reinforcing members positioned within said partitions, concrete plates interposed between said partitions, said plates having concave upper surfaces, an upper foundation member comprising a concrete block, a plurality of concrete plates in juxtaposition to the lower surface of said block, metal rein forcing members embedded within said block and said plates for assisting in holding In testimony whereof, I have signed my the latter in position, saidplates being pronalne to this speciiication in the presence of lo vided with concave lower surfaces, and a two subscribing witnesses.
series of balls interposed between said lower T T and upper foundation ineinbers for maintain- FERDIB Ah D Scl/H1" ing theni in spaced relation to one another, VitnesseSz each of said balls being positioned between HERMANN HUBER,
an upper and a lower concave surface. CARL CUBLER.
US50991709A 1909-07-27 1909-07-27 Foundation for buildings. Expired - Lifetime US951028A (en)

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Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4881350A (en) * 1988-04-25 1989-11-21 Wu Chyuang Jong Anti-earthquake structure insulating the kinetic energy of earthquake from buildings
US5035394A (en) * 1990-10-09 1991-07-30 The J. Paul Getty Trust Isolator for seismic activity
US5056280A (en) * 1990-09-12 1991-10-15 Shustov Valentin N Multi-step base isolator
US5353559A (en) * 1990-08-22 1994-10-11 Bridgestone Corp. Anti-earthquake bearing apparatus
US6052955A (en) * 1995-02-24 2000-04-25 Haider; Eduard Vibrating floor
US6230460B1 (en) * 2000-03-21 2001-05-15 Wesley Howard Huyett Resilient flooring system
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
WO2004007871A2 (en) * 2002-07-15 2004-01-22 Worksafe Technologies Isolation platform
US20040098930A1 (en) * 2002-09-11 2004-05-27 Mehrdad Hamidi Sliding concave foundation system
US20040221520A1 (en) * 2003-05-05 2004-11-11 Te-Chuan Chiang All-directional damping and earthquake-resisting unit
US20080184634A1 (en) * 2007-02-02 2008-08-07 Yoshioki Tomoyasu Aseismatic building structure
US20090094906A1 (en) * 2007-10-12 2009-04-16 Takanori Sato Seismic isolation apparatus and structure having seismic isolation apparatus
US20110222800A1 (en) * 2010-03-04 2011-09-15 Worksafe Technologies Methods and Compositions for Isolating a Payload from Vibration
US20120124920A1 (en) * 2010-11-24 2012-05-24 King Saud University Smart isolation base for sensitive structures such as Nuclear power plants against earthquake disturbances
US20140298751A1 (en) * 2011-10-26 2014-10-09 Ideal Brainco. Ltd. Method of installing seismic isolation floor
US9097027B2 (en) 2013-03-15 2015-08-04 EQX Global LLC Systems and methods for providing base isolation against seismic activity
US9175490B2 (en) 2007-10-12 2015-11-03 Takanori Sato Seismic isolation apparatus and structure having seismic isolation apparatus
US9399865B2 (en) 2011-06-29 2016-07-26 Worksafe Technologies Seismic isolation systems
CN107558614A (en) * 2017-09-09 2018-01-09 北京工业大学 A kind of frictional slip device for underground subway station center pillar
US9963901B2 (en) * 2014-02-10 2018-05-08 Takahiro Kanzaki Seismic isolator

Cited By (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4881350A (en) * 1988-04-25 1989-11-21 Wu Chyuang Jong Anti-earthquake structure insulating the kinetic energy of earthquake from buildings
US5353559A (en) * 1990-08-22 1994-10-11 Bridgestone Corp. Anti-earthquake bearing apparatus
US5056280A (en) * 1990-09-12 1991-10-15 Shustov Valentin N Multi-step base isolator
US5035394A (en) * 1990-10-09 1991-07-30 The J. Paul Getty Trust Isolator for seismic activity
US6052955A (en) * 1995-02-24 2000-04-25 Haider; Eduard Vibrating floor
US6230460B1 (en) * 2000-03-21 2001-05-15 Wesley Howard Huyett Resilient flooring system
US20040074163A1 (en) * 2002-03-07 2004-04-22 Chong-Shien Tsai Structure of an anti-shock device
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
CN100507191C (en) * 2002-07-15 2009-07-01 工作安全技术公司 Isolation platform
US8104236B2 (en) 2002-07-15 2012-01-31 Worksafe Technologies Isolation platform
WO2004007871A3 (en) * 2002-07-15 2005-02-17 Worksafe Technologies Isolation platform
US20060260221A1 (en) * 2002-07-15 2006-11-23 Worksafe Technologies Isolation platform
US8745934B2 (en) 2002-07-15 2014-06-10 Worksafe Technologies Isolation platform
WO2004007871A2 (en) * 2002-07-15 2004-01-22 Worksafe Technologies Isolation platform
US7784225B2 (en) 2002-07-15 2010-08-31 Worksafe Technologies Isolation platform
US20040098930A1 (en) * 2002-09-11 2004-05-27 Mehrdad Hamidi Sliding concave foundation system
US20040221520A1 (en) * 2003-05-05 2004-11-11 Te-Chuan Chiang All-directional damping and earthquake-resisting unit
US6948284B2 (en) * 2003-05-05 2005-09-27 Te-Chuan Chiang All-directional damping and earthquake-resisting unit
US20080184634A1 (en) * 2007-02-02 2008-08-07 Yoshioki Tomoyasu Aseismatic building structure
US9175490B2 (en) 2007-10-12 2015-11-03 Takanori Sato Seismic isolation apparatus and structure having seismic isolation apparatus
US20090094906A1 (en) * 2007-10-12 2009-04-16 Takanori Sato Seismic isolation apparatus and structure having seismic isolation apparatus
US20130119224A1 (en) * 2010-03-04 2013-05-16 Worksafe Technologies Composite Isolation Bearings
US20110222800A1 (en) * 2010-03-04 2011-09-15 Worksafe Technologies Methods and Compositions for Isolating a Payload from Vibration
US9103485B2 (en) * 2010-03-04 2015-08-11 Worksafe Technologies Composite isolation bearings
US20120124920A1 (en) * 2010-11-24 2012-05-24 King Saud University Smart isolation base for sensitive structures such as Nuclear power plants against earthquake disturbances
US8393119B2 (en) * 2010-11-24 2013-03-12 King Abdulaziz City Of Science And Technology Smart isolation base for sensitive structures such as nuclear power plants against earthquake disturbances
US9399865B2 (en) 2011-06-29 2016-07-26 Worksafe Technologies Seismic isolation systems
US9212480B2 (en) * 2011-10-26 2015-12-15 Ideal Brain Co., Ltd. Method of installing seismic isolation floor
US20140298751A1 (en) * 2011-10-26 2014-10-09 Ideal Brainco. Ltd. Method of installing seismic isolation floor
US9097027B2 (en) 2013-03-15 2015-08-04 EQX Global LLC Systems and methods for providing base isolation against seismic activity
US9963901B2 (en) * 2014-02-10 2018-05-08 Takahiro Kanzaki Seismic isolator
CN107558614A (en) * 2017-09-09 2018-01-09 北京工业大学 A kind of frictional slip device for underground subway station center pillar

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