Object, such as a building, provided with a system for preventing damage from earthquakes to the object

• US 9,732,516 B2
• Filed: 10/16/2014
• Issued: 08/15/2017
• Est. Priority Date: 10/16/2014
• Status: Expired due to Fees

• Current Assignee: Oshri Even Zohar
• Original Assignee: Oshri Even Zohar
• Inventors: Zohar, Oshri Even
• Primary Examiner(s): Chapman, Jeanette E
• Application Number:
  US14/440,002
• Publication Number:
  US 20160289958A1
• Time in Patent Office: 1,034 Days
• CPC Class Codes: E02D 27/34 Foundations for sinking or earthquake territories building constructions with protection arrangements against earthquakes E04H9/02
• CPC Class Codes: E04H 9/0215 involving active or passive dynamic mass damping systems
• CPC Class Codes: E04H 9/0235 Anti-seismic devices with hydraulic or pneumatic damping
• CPC Class Codes: G01V 1/01 Measuring or predicting earthquakes
• CPC Class Codes: G05B 13/021 in which a variable is automatically adjusted to optimise the performance
• CPC Class Codes: H04N 23/635 Region indicators; Field of view indicators

Abstract

An object, such as a building, provided with a system for preventing damage from earthquakes to the object, said system comprising:

• • a foundation anchored to the ground;
  • guide means mounted on said foundation and on said object arranged to allow relative displacement between the object and the foundation in at least one horizontal direction;
  • at least one actuator arranged to displace said object in said at least one direction relative to said foundation;
  • said at least one actuator being connected to a central processing unit;
    said central processing unit being connected to at least one displacement sensor;
    said at least one displacement sensor being arranged to detect in real time displacement of said foundation and/or the ground and/or said object and to input in real time data about said displacement to said central processing unit; and
    said processing unit being programmed to activate in real time said actuator in dependence on said data in such a manner that said object is displaced relative to said foundation in real time, such that the maximum displacement vector of the object relative to the earth'"'"'s gravitational field is kept substantially smaller than the maximum displacement vector of said foundation relative to the earth'"'"'s gravitational field.

Claims

1. A system for preventing damage from an earthquake to an object, having a foundation anchored to a ground surface, which is generally horizontally oriented as defined relative to a gravitationally defined vertical direction, the system comprising:

means for guiding mounted on the foundation and on the object for allowing relative displacement between the object and the foundation in at least one horizontal direction;

at least one actuator is capable of displacing the object in the at least one horizontal direction relative to the foundation as allowed by the means for guiding;

a central processing unit, where the at least one actuator is communicated with the central processing unit; and

at least one displacement sensor,

where the central processing unit is communicated with the at least one displacement sensor,

where the at least one displacement sensor is capable of detecting a displacement of the foundation in real time and/or the ground surface and/or the object and capable of inputting displacement data in real time to the central processing unit, and

where the central processing unit is programmed to activate the actuator in real time in dependence on the displacement data so that the object is displaced relative to the foundation in real time, such that a maximum horizontal displacement vector of the object is kept substantially smaller than a horizontal maximum displacement vector of the foundation.

2. The system of claim 1, wherein the central processing unit is programmed to activate the actuator in real time in dependence on the displacement data so that the object is horizontally displaced relative to the foundation in real time, such that the maximum displacement vector of the object is kept at substantially zero.

3. The system of claim 1, wherein the at least one displacement sensor includes a ground displacement sensor, the ground displacement sensor is capable of detecting horizontal displacement of the foundation in real time and/or of the ground surface and is capable of inputting displacement data in real time to the central processing unit, and where the central processing unit is programmed to activate the actuator in real time in dependence on the displacement data so that the object is horizontally displaced relative to the foundation in real time with a horizontal displacement vector which is substantially the opposite of the horizontal displacement vector of the foundation or the ground surface.

4. The system of claim 2, wherein the at least one displacement sensor includes a ground displacement sensor, the ground displacement sensor is capable of detecting horizontal displacement of the foundation in real time and/or of the ground surface and is capable of inputting displacement data in real time to the central processing unit, and where the central processing unit is programmed to activate the actuator in real time in dependence on the displacement data so that the object is horizontally displaced relative to the foundation in real time with a horizontal displacement vector which is substantially the opposite of the horizontal displacement vector of the foundation or the ground surface.

5. The system of claim 3, wherein the central processing unit is programmed to activate the actuator in real time in dependence on the displacement data using a predictive feedback loop.

6. The system of claim 1, wherein the at least one displacement sensor includes an object displacement sensor capable of detecting a horizontal displacement of the object in real time and is capable of inputting displacement data in real time to the central processing unit, and where the central processing unit is further programmed to activate the actuator in real time in dependence on the displacement data, so that the object is self-balanced on the means for guiding.

7. The system of claim 6, wherein the object is self-balanced on the guide means by using an inverted pendulum feedback control balancing algorithm.

8. The system of claim 7, wherein the inverted pendulum feedback control balancing algorithm comprises a fuzzy controller algorithm.

9. The system of claim 6, wherein the object has a lower portion and a upper portion, and where the detected displacement of the object includes a displacement of a lower portion of the object and of an upper portion of the object and/or the inclination of the object relative to the vertical direction.

10. The system of claim 7, wherein the object has a lower portion and a upper portion, and where the detected displacement of the object includes displacement of a lower portion of the object and of an upper portion of the object and/or the inclination of the object relative to the vertical direction.

11. The system of claim 8, wherein the object has a lower portion and a upper portion, and where the detected displacement of the object includes displacement of a lower portion of the object and of an upper portion of the object and/or the inclination of the object relative to the vertical direction.

12. The system of claim 1, wherein the at least one displacement sensor includes a seismograph, an accelerometer, an optical motion capture device, an electro-magnetic motion capture device, an inertial motion capture device, and/or a mechanical motion capture device.

13. The system of claim 1, wherein the means for guiding allows relative horizontal displacement between the object and the foundation in two different orthogonal horizontal directions.

14. The system of claim 1, wherein the means for guiding mounted on the foundation and on the object comprises:

rails mounted on one of the foundation or object;

support means mounted on and for supporting the other one of the foundation or object, where the support means are supported by the rails and move along the rails.

15. The system of claim 14, wherein the means for guiding comprises two sets of the actuator, rails, and support means, where the two sets are capable of displacing the object relative to the foundation, where the two sets extend on top of each other, where a first one of the rails extend in a first direction and the second one of the rails in the two sets extend in a second direction, and wherein the second direction is perpendicular to the first direction.

16. The system of claim 15, wherein the actuator of the first set is capable of displacing the rails of the second set relative to a first one of the foundation and object, and the actuator of the second set is capable of displacing the second one of the foundation and object relative to the rails of the second set.

17. A method for preventing damage from an earthquake to an object having a foundation anchored to a ground surface, which is generally horizontally oriented as defined relative to a gravitationally defined vertical direction, the method comprising:

providing means for guiding mounted on the foundation and on the object arranged to allow relative displacement between the object and the foundation in at least one horizontal direction;

providing at least one actuator capable of displacing the object in the at least one direction relative to the foundation, the at least one actuator being communicated to a central processing unit, the central processing unit being communicated with at least one displacement sensor;

detecting displacement of the foundation and/or the ground surface and/or the object the at least one displacement sensor using the at least one displacement sensor;

inputting displacement data in real time to the central processing unit; and

activating the actuator in real time using the central processing unit in dependence on the displacement data so that the object is displaced relative to the foundation in real time, so that a maximum horizontal displacement vector of the object is kept substantially smaller than a maximum horizontal displacement vector of the foundation.