Apparatus, method, and system for high capacity band brake type variable friction damping of movement of structures

Patent metadata

Field	Value
Publication number	US-9896836-B1
Application number	US-201514936357-A
Country	US
Kind code	B1
Filing date	Nov 9, 2015
Priority date	Nov 9, 2015
Publication date	Feb 20, 2018
Grant date	Feb 20, 2018

Abstract

Implementation of high performance controllable damping devices can ameliorate cost-effectiveness of structural systems for mitigation of natural hazards relative to structures such as building, wind turbines, and off-shore structures. However, the applications of these damping systems are limited due to a lack of 1) mechanical robustness; 2) electrical reliability; and 3) large resisting force capability. To broaden the implementation of modern damping systems, a semi-active damping device is proposed. The device, in one form termed Banded Rotary Friction Device (BRFD), has enhanced applicability compared to other proposed damping systems due to its cost-effectiveness, high damping performance, mechanical robustness, and technological simplicity. Its mechanical principle is based on a band brake, which results in a high amplification of the input force while enabling a variable control force.

First claim

What is claimed is:

1. A damping system for an earth-anchored structure having a range of movement, oscillation, or vibration comprising:
a. a base;
b. a structure comprising a relatively large load anchored to and above the base, the structure comprising one of: a building, a bridge, a wind turbine, an off-shore structure, a floating off-shore structure; and a tuned mass isolation system;
c. a fixed mount at, in, or near the structure;
d. at least one tie-in member connected to a portion of the structure;
e. a damping apparatus at and operably connected between the fixed mount and the tie-in member, the damping apparatus comprising
i. a banded rotary friction device wherein the banded rotary friction device comprises:
1. a band brake comprising;
a. a drum rotatable with structure directional movement, vibration, or oscillation transferred via the tie-in member to the drum;
b. a band with a frictional surface wrapped around the drum;
c. the band having opposite ends each of which is secured to the fixed mount;

f. so that the one or more of directional movement, vibration, or oscillation of the structure relative to earth is damped by the damping apparatus.

2. The system of claim 1 wherein the band is wrapped around at least a portion of the drum.

3. The system of claim 1 wherein the frictional surface:
a. is bonded or riveted to the band;
b. is woven.

4. The system of claim 1 wherein the band comprises:
a. a first section comprised of a single band;
b. a second section of two parallel, spaced apart single bands;
c. wherein the two bands of the second section have distal ends secured to the fixed mount and the single band of the first section has a distal end, opposite the distal end of the second section, which is connected to a variable tension actuator, wherein the variable tension actuator applies variable tangential force to the drum.

5. The system of claim 1 in combination with one or more of:
a. an inertial system;
b. a base isolation system;
c. a tuned mass isolation system;
d. a second damping system operatively installed relative to the structure.

6. The system of claim 5 wherein the second damping system comprises a banded rotary friction device.

7. The system of claim 5 wherein the second damping system comprises a hydraulic damping device.

8. The system of claim 6 wherein:
a. the second damping system is configured to damp a first magnitude of forces experienced by the structure; and
b. the damping system comprising the banded rotary friction device is configured to damp a second magnitude of forces experienced by the structure.

9. A method of damping displacement of an earth-anchored structure having a range of movement, oscillation, or vibration comprising:
a. a base;
b. providing a structure comprising a relatively large load anchored to and above the base, the structure comprising one of: a building, a bridge, a wind turbine, an off-shore structure, a floating off-shore structure; and a tuned mass isolation system;
c. fixing a frame at, in, or near the structure;
d. changing displacement of the structure into a rotation wherein the step of changing displacement into a rotation comprises:
i. linking the structure to a cylinder, the cylinder having a fixed rotational axis;
ii. such that axial displacement of the structure causes proportional cylinder rotation; and

e. resisting the rotation with a frictional force generated by the cylinder rotating through a stationary band having opposite ends each of which is secured to the frame;
f. to create a self-energizing, positive servo effect in either direction of rotation to damp the displacement of the structure relative its earth-anchoring wherein the damping is used for:
i. structural control;
ii. mitigation of natural disasters;
iii. wind load; or
iv. mass loading in or on the structure.

10. The method of claim 9 wherein the linking comprises a connection off-set from the cylinder rotational axis to convert structure movement to cylinder rotation.

11. The method of claim 10 wherein the linking is through one of:
a. a chevron configuration; and
b. a toggle configuration.

12. The method of claim 9 the amount of frictional force is controllable based upon characteristics of the band relative the cylinder, the characteristics including:
a. amount of tension on the band;
b. surface area of the band relative to the cylinder;
c. coefficient of friction between the band and the cylinder;
d. amount of wrapping of the band around the cylinder; and
e. size of the cylinder.

13. The method of claim 9 wherein the structure comprises a building with
at least one floor deck spaced above the base.

14. The method of claim 9 further comprising the step of providing additional damping to the structure.

15. The method of claim 14 wherein the additional damping is separate and different from the cylinder rotating through the stationary band.

16. The method of claim 14 wherein the additional damping is adapted to control a first magnitude or type of forces on the structure and the cylinder rotating through the band is adapted to control a second magnitude or type of forces on the structure and/or improve mitigation performance.

17. A damping device for earth-anchored structures having a base and superstructure having a range of movement, oscillation, or vibration relative the base or earth comprising:
a. a frame having a mounting interface to fixedly mount to the base;
b. a cylindrical drum having a diameter and rotatably attached to the frame about a longitudinal axis;
c. a band with opposite ends wrapped greater than 360 degrees around the drum and each opposite end fixed to the frame;
d. a linking location offset from the longitudinal axis of the drum;
e. a link arm having a first end at the drum linking location and a second end adapted for connection to the superstructure wherein the superstructure comprises:
i. a building;
ii. a bridge;
iii. a wind turbine;
iv. an off-shore structure
and further comprising:
1. a first connection on a side of the drum which is offset from a rotational axis of the drum;
2. the link arm between the connection and a distal end;
3. a second connection at the distal end of the link arm adapted for connection to a structural brace of or to the superstructure;

f. so that motion of the superstructure is translated into rotational movement of the drum and rotational movement of the drum is damped by a positive servo effect between the drum and the band.

18. The device of claim 17 wherein one of the opposite ends of the band is connected to a variable tensioner.

19. The device of claim 18 wherein the variable tensioner comprises a lever, a linear actuator, and a force sensor, wherein the actuator is controllable to place varying tension on the band and the force sensor is adapted to measure applied force on the band.

20. The device of claim 17 wherein the band is a flexible steel with a friction surface on a drum side, and the opposite ends comprise a single end and a double end, wherein the single end wraps a portion of the drum and the double end wraps on opposite sides of the single end.

21. The device of claim 17 wherein the drum diameter and band characteristics are selected relative to amount of damping force desired.

22. The device of claim 21 wherein the amount of damping force desired is dependent upon at least one of:
a. superstructure size; and
b. type of damping.

Assignees

• Univ Iowa State Res Found Inc
• Taylor Devices Inc

Inventors

• Downey Austin
• Laflamme Simon
• Taylor Douglas P

Classifications

• E04B1/98

  against vibrations or shocks (on foundations E02D31/08); against mechanical destruction, e.g. by air-raids (against incendiary damage only E04B1/94; finishing work therefor E04F; buildings withstanding earthquake or the like, shelters, arrangements of splintercatching walls E04H9/00) · CPC title

• E04B1/985 Primary

  Fixed Constructions · mapped topic

• F16F15/0275 Primary

  Control of stiffness · CPC title

• E04H9/0237

  Structural braces with damping devices · CPC title

• E04H9/0235

  Anti-seismic devices with hydraulic or pneumatic damping · CPC title