US20130145703A1 - Seismological Engineering - Google Patents
Seismological Engineering Download PDFInfo
- Publication number
- US20130145703A1 US20130145703A1 US13/374,069 US201113374069A US2013145703A1 US 20130145703 A1 US20130145703 A1 US 20130145703A1 US 201113374069 A US201113374069 A US 201113374069A US 2013145703 A1 US2013145703 A1 US 2013145703A1
- Authority
- US
- United States
- Prior art keywords
- earthquake
- building
- platform
- earth
- layers
- 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
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Classifications
-
- 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
-
- 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
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
Definitions
- the present invention is generally directed to developing for the anti-earthquake building construction method as well as defending buildings against tsunami and fluid engineering.
- This invention relates to the seismological engineering to prevent building from being destroyed by earthquake, tsunami and fluid
- the conventional construction engineering against earthquake has depended on the method that provide adequate foundation of the building to support for it firmly on the ground and o drive piles in depth and combine structures each other firmly.
- the present invention is generally directed to develop for a construction method to be free from any destruction imposed by the shock on the building against earthquake according to the application for the architectural rationale which the building should not be fixed on the ground by the reason that the space under the common inertia by earthquaqke.
- the building should be constructed on the platform to move in alignement with the movement of the earthquake without any piles driven into the esarth, just like the fact that a ten stories of cabin building on board where the bottom of the ship is exposed to lateral and vertical and mixed vibration caused by wave is allowed to stand sound due to no sadherence to water.
- the construction method based on the theory proves effective for the building even in case where the foundation of the earth become fluid and muddy by earthquake.
- any building should not be driven with piles into the earth in construction, it enables to construct buildings in lower costs and shorter construction terms in more safety mechanism due to the building construction method which convert kinetic energy of vibration caused by earthquake into rotating ball with lower coefficient of friction energy running to idle in situ of ball that is incorporated into building construction system to decrease the vibration shock by earthquake taking advantage of applying balls with lower coefficient of friction of ball to the system to settle it with stabilizer which allow to rotate ball pierced through a hole of bowl fitted to the inside ring at the bottom of ball pierced through the stabilizer in touch with earth to move in alignment with the movement by earthquake with view to expending vibration energy.
- building constructed on the platform by the theory of this invention is equipped with either chains or wires to be wound on round passed through holes made on plates of stands driven into water bottom at both ends instead of anchor which are combined with ship bottom firmly, where either chain or wires wound on the round is designed to operate to rewind either chains or wires producing friction loss to weaken pushing power by wave of tsunami or fluid to keep either building on platform or plant or airport propped with legs of this invention, just like the ship bottom combined with anchors on earth at sea bottom against destruction force of Tsunami or fluid.
- FIG. 1 The cross sectional front view of the building constructed on a platform propped by piles on earth as an example of this invention.
- the present invention is related to the construction method for building ( 13 ) surrounded with fence ( 12 ), of which foundation is placed on the platform ( 8 ) propped with legs ( 20 ) which enable to structurally absorb vibration energy of earthquake converting vibration energy by earthquake into kinetic energy of earthquake to rotate the ball ( 1 ) accommodated with column ( 3 ) connected with cover of can ( 15 ) on earth ( 14 ) to move to run to idle in situ in the alignment with the movement of earthquake expending vibration energy by earthquake to decrease tension of chain ( 17 ), thus allowing to stand for the building in sound condition as if the bottom of the ship is exposed to lateral and vertical ,furthermore mixed vibration by wave where adherence between two phases is absent.
- the deck of the cylinder ( 11 ) is piled with layers such as small balls which are designed to move in alignment with the movement of earthquake laid on a hole ( 19 ) made on a stabilizer ( 18 ) pierced with the bottom of ball on earth enabling to move even under the heavy pressure with upper load of the platform to push up the ceiling of pipe ( 4 ) connected ring of pipe ( 5 ) sliding along the surface ( 6 ) of pillar ( 9 ) fixed with a nut ( 7 ) on the platform hanging down into layers to be prevented from being sunk down with upper load sustained by layers packed compacted and bound surrounded around pillar under pressure in the space of the platform, thus vibration by earthquake is not transmitted to the building constructed on the platform, accordingly, the building constructed on the platform is prevented from destruction by earthquake.
- layers such as small balls which are designed to move in alignment with the movement of earthquake laid on a hole ( 19 ) made on a stabilizer ( 18 ) pierced with the bottom of ball on earth enabling to move even under the heavy pressure with upper load
- the building constructed by the theory of present invention is equipped with either chains ( 17 ) or wires to be operated with roter ( 21 ) to be wound on a rigid shaft accommodated in aroter house to wound by dint of pushing force by either tsunami or fluid, of which pulling tension of chains or wires which would be decreased by the force required for winding on the shaft of roter, just like the anchor combined with the ship bottom with chain in water which proves strong enough to spread in situ angle of oblique piles in contact with the ship bottom to wider angle being guarded against destruction.
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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 the construction method for strong resistance to the earthquake according to new architecture rationale which all construction for building should be founded on the platform to be moved in alignment with the movement of the earthquake eliminating any piles to drive into the earth to adhere and building materials to combine each other firmly, by means of converting the vibration energy of the earthquake into the kinetic energy either to run idle the balls or to operate the up and down movement of the cylinder applied to the pile as the leg of the building rested on the ground in alignment with the movement of earthquake to deteriorate efficiency of transmissibility or to consume away for vibration energy of the earthquake as much as possible from an architectural point of view, it were just like idling operation as if car tires have sunk into sand.
Description
- The present invention is generally directed to developing for the anti-earthquake building construction method as well as defending buildings against tsunami and fluid engineering.
- 1. Field of Invention
- This invention relates to the seismological engineering to prevent building from being destroyed by earthquake, tsunami and fluid
- 2. Description of the Prior Art
- The conventional construction engineering against earthquake has depended on the method that provide adequate foundation of the building to support for it firmly on the ground and o drive piles in depth and combine structures each other firmly.
- The present invention is generally directed to develop for a construction method to be free from any destruction imposed by the shock on the building against earthquake according to the application for the architectural rationale which the building should not be fixed on the ground by the reason that the space under the common inertia by earthquaqke. Thus, the building should be constructed on the platform to move in alignement with the movement of the earthquake without any piles driven into the esarth, just like the fact that a ten stories of cabin building on board where the bottom of the ship is exposed to lateral and vertical and mixed vibration caused by wave is allowed to stand sound due to no sadherence to water. The construction method based on the theory proves effective for the building even in case where the foundation of the earth become fluid and muddy by earthquake. Prevailing further the theory that any building should not be driven with piles into the earth in construction, it enables to construct buildings in lower costs and shorter construction terms in more safety mechanism due to the building construction method which convert kinetic energy of vibration caused by earthquake into rotating ball with lower coefficient of friction energy running to idle in situ of ball that is incorporated into building construction system to decrease the vibration shock by earthquake taking advantage of applying balls with lower coefficient of friction of ball to the system to settle it with stabilizer which allow to rotate ball pierced through a hole of bowl fitted to the inside ring at the bottom of ball pierced through the stabilizer in touch with earth to move in alignment with the movement by earthquake with view to expending vibration energy. In addition, building constructed on the platform by the theory of this invention is equipped with either chains or wires to be wound on round passed through holes made on plates of stands driven into water bottom at both ends instead of anchor which are combined with ship bottom firmly, where either chain or wires wound on the round is designed to operate to rewind either chains or wires producing friction loss to weaken pushing power by wave of tsunami or fluid to keep either building on platform or plant or airport propped with legs of this invention, just like the ship bottom combined with anchors on earth at sea bottom against destruction force of Tsunami or fluid.
-
FIG. 1 : The cross sectional front view of the building constructed on a platform propped by piles on earth as an example of this invention. - As shown
FIG. 1 , the present invention is related to the construction method for building (13) surrounded with fence (12), of which foundation is placed on the platform (8) propped with legs (20) which enable to structurally absorb vibration energy of earthquake converting vibration energy by earthquake into kinetic energy of earthquake to rotate the ball (1) accommodated with column (3) connected with cover of can (15) on earth (14) to move to run to idle in situ in the alignment with the movement of earthquake expending vibration energy by earthquake to decrease tension of chain (17), thus allowing to stand for the building in sound condition as if the bottom of the ship is exposed to lateral and vertical ,furthermore mixed vibration by wave where adherence between two phases is absent. - The deck of the cylinder (11) is piled with layers such as small balls which are designed to move in alignment with the movement of earthquake laid on a hole (19) made on a stabilizer (18) pierced with the bottom of ball on earth enabling to move even under the heavy pressure with upper load of the platform to push up the ceiling of pipe (4) connected ring of pipe (5) sliding along the surface (6) of pillar (9) fixed with a nut (7) on the platform hanging down into layers to be prevented from being sunk down with upper load sustained by layers packed compacted and bound surrounded around pillar under pressure in the space of the platform, thus vibration by earthquake is not transmitted to the building constructed on the platform, accordingly, the building constructed on the platform is prevented from destruction by earthquake.
- The building constructed by the theory of present invention is equipped with either chains (17) or wires to be operated with roter (21) to be wound on a rigid shaft accommodated in aroter house to wound by dint of pushing force by either tsunami or fluid, of which pulling tension of chains or wires which would be decreased by the force required for winding on the shaft of roter, just like the anchor combined with the ship bottom with chain in water which proves strong enough to spread in situ angle of oblique piles in contact with the ship bottom to wider angle being guarded against destruction.
Claims (3)
1. The present invention depends on defending building which should be constructed on the platform propped with piles as legs of the platform which is designed to push up layers such as small balls along pillar hanging down from ceiling of platform into layers such as small balls packed so compacted and bound that the pillar pressed down with upper load of the platform is prevented from sinking down into layers packed in pipe of legs to be settled down to expend vibration energy of earthquake with friction loss to move on earth in alignment with earthquake against destruction by earthquake by converting vibration energy of earthquake into kinetic energy by earthquake applying the cylinder piled with layers on the deck to go up and down by the force of earthquake or the ball to rotate run to idle in situ only with view to decrease vibration energy by earthquake.
2. According to the above set forth claim 1 , a building should be constructed on the platform propped with piles placed on a stabilizer which is designed to pierce ball through a hole made on a bowl in it with a bottom in touch with earth without any piles or bars driven into the earth so that they may move in alignment with the movement of earthquake to rotate a ball to run to idle in situ or to move a cylinder going up and down in pipe of the leg with view to run to idle vibration force by earthquake to be imposed on building.
3. According to the above set forth claim 1 , building to be constructed on a platform to be connected with either long chains or wires to be extensible to long size to be floated on water to be looped on either rollers or round passed through holes made on the plate of both edges of the stand embedded in the base of the water bottom combined with strong ends enough to withstand the severe pressures put upon them by wave of either tsunami or fluid. so that they may wind chains or wires either on a round or the roller to decrease tensile strength caused by wave of either tsunami or fluid to resist against the enormous pull, thus enabling to prepare to defend construction building against destruction by earthquake and tsunami and fluid in lower costs and higher security
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/374,069 US20130145703A1 (en) | 2011-12-12 | 2011-12-12 | Seismological Engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/374,069 US20130145703A1 (en) | 2011-12-12 | 2011-12-12 | Seismological Engineering |
Publications (1)
Publication Number | Publication Date |
---|---|
US20130145703A1 true US20130145703A1 (en) | 2013-06-13 |
Family
ID=48570748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/374,069 Abandoned US20130145703A1 (en) | 2011-12-12 | 2011-12-12 | Seismological Engineering |
Country Status (1)
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US (1) | US20130145703A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107110280A (en) * | 2014-12-22 | 2017-08-29 | 奥依列斯工业株式会社 | Exempt to shake support meanss |
Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4191496A (en) * | 1977-01-05 | 1980-03-04 | Becker Robert F | Gas-bag supported structural foundation |
US4209868A (en) * | 1977-08-29 | 1980-07-01 | Oiles Industry Co. Ltd. | Fixed support structure |
JPH0351429A (en) * | 1989-07-18 | 1991-03-05 | Mitsubishi Heavy Ind Ltd | Earthquake relieving foundation construction for structure |
JPH04102627A (en) * | 1990-08-17 | 1992-04-03 | Nobuyuki Furuhashi | Anti-seismic civil works and building works by spheres |
JPH06158912A (en) * | 1992-11-18 | 1994-06-07 | Kenichi Sekine | Vibration isolation apparatus |
US5765322A (en) * | 1995-09-29 | 1998-06-16 | Bridgestone Corporation | Seismic isolation apparatus |
US6233884B1 (en) * | 1997-10-20 | 2001-05-22 | Steven B. Tipping | Method and apparatus to control seismic forces, accelerations, and displacements of structures |
US6367207B1 (en) * | 1998-12-28 | 2002-04-09 | Gaea Tech Corporation | Friction resistance generator |
US20030099413A1 (en) * | 2001-11-26 | 2003-05-29 | Lee George C. | Seismic isolation bearing |
US6725612B2 (en) * | 2001-05-04 | 2004-04-27 | Jae Kwan Kim | Directional rolling pendulum seismic isolation systems and roller assembly therefor |
US6966154B1 (en) * | 1997-08-13 | 2005-11-22 | Plandesign International Llc | Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles |
US20090126288A1 (en) * | 2007-03-29 | 2009-05-21 | Fanucci Jerome P | Shape memory alloy composite material shock and vibration isolator devices |
US8307586B2 (en) * | 2006-08-08 | 2012-11-13 | Chong-Shien Tsai | Shock suppressor |
-
2011
- 2011-12-12 US US13/374,069 patent/US20130145703A1/en not_active Abandoned
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4191496A (en) * | 1977-01-05 | 1980-03-04 | Becker Robert F | Gas-bag supported structural foundation |
US4209868A (en) * | 1977-08-29 | 1980-07-01 | Oiles Industry Co. Ltd. | Fixed support structure |
JPH0351429A (en) * | 1989-07-18 | 1991-03-05 | Mitsubishi Heavy Ind Ltd | Earthquake relieving foundation construction for structure |
JPH04102627A (en) * | 1990-08-17 | 1992-04-03 | Nobuyuki Furuhashi | Anti-seismic civil works and building works by spheres |
JPH06158912A (en) * | 1992-11-18 | 1994-06-07 | Kenichi Sekine | Vibration isolation apparatus |
US5765322A (en) * | 1995-09-29 | 1998-06-16 | Bridgestone Corporation | Seismic isolation apparatus |
US6966154B1 (en) * | 1997-08-13 | 2005-11-22 | Plandesign International Llc | Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles |
US6233884B1 (en) * | 1997-10-20 | 2001-05-22 | Steven B. Tipping | Method and apparatus to control seismic forces, accelerations, and displacements of structures |
US6367207B1 (en) * | 1998-12-28 | 2002-04-09 | Gaea Tech Corporation | Friction resistance generator |
US6725612B2 (en) * | 2001-05-04 | 2004-04-27 | Jae Kwan Kim | Directional rolling pendulum seismic isolation systems and roller assembly therefor |
US20030099413A1 (en) * | 2001-11-26 | 2003-05-29 | Lee George C. | Seismic isolation bearing |
US8307586B2 (en) * | 2006-08-08 | 2012-11-13 | Chong-Shien Tsai | Shock suppressor |
US20090126288A1 (en) * | 2007-03-29 | 2009-05-21 | Fanucci Jerome P | Shape memory alloy composite material shock and vibration isolator devices |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107110280A (en) * | 2014-12-22 | 2017-08-29 | 奥依列斯工业株式会社 | Exempt to shake support meanss |
US20170342734A1 (en) * | 2014-12-22 | 2017-11-30 | Oiles Corporation | Base isolation supporting device |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |