Bi-linear energy dissipating and shock absorbing device for cable subjected to tension

Patent metadata

Field	Value
Publication number	US-11448280-B2
Application number	US-201715781673-A
Country	US
Kind code	B2
Filing date	Jan 4, 2017
Priority date	Jan 5, 2016
Publication date	Sep 20, 2022
Grant date	Sep 20, 2022

Abstract

A device (1) comprises: a cylindrical shell (4); a first spring (5) encased inside the cylindrical shell (4); a second spring (6) encased inside the cylindrical shell (4); a separator (13) in the cylindrical shell (4) separating the first and second springs (5, 6); a first end plate (12) on a first side (13a) of the separator (13) and a second end plate (11) on a second side (13b) of the separator (13); a first rod (2) and a second rod (3) passing openings (20a, 20b) provided at each end of the cylindrical shell (4), with the first rod (2) connected to the first end plate (12) and the second rod (3) connected to the second end plate (11); and a spacer (14) inserted between the first end plate (12) and the first spring (5).

First claim

What is claimed is:

1. A device, comprising:
a cylindrical shell;
a first spring encased inside the cylindrical shell;
a second spring encased inside the cylindrical shell;
a separator in the cylindrical shell separating the first and second springs;
a first end plate on a first side of the separator and a second end plate on a second side of the separator;
a first rod and a second rod passing openings provided at each end of the cylindrical shell, with the first rod connected to the first end plate and the second rod connected to the second end plate; and
a spacer inserted between the first end plate and the first spring, wherein the first spring has a smaller stiffness and the second spring has a larger stiffness, wherein the ratio of the smaller stiffness and the larger stiffness is approximately 0.05-0.2.

2. The device of claim 1 , wherein the first spring is preloaded with a preload force by placing the spacer resulting in a pre-specified displacement.

3. The device of claim 2 , wherein when external tensile forces are applied on the first and the second rods,
the external forces are less than or equal to the preload force, second spring becomes externally loaded by a first displacement;
the external forces are larger than the preload force, first spring becomes externally loaded by a second displacement, and the second spring becomes externally loaded by a third displacement.

4. The device of claim 2 , wherein the preloaded force is adjustable by changing the thickness of the spacer.

5. The device of claim 1 , wherein the stiffness of first spring and second spring is adjustable.

6. The device of claim 1 , wherein the device is configured to absorb shock and store energy through elastic deformation and can be reused after each loading event.

7. The device of claim 1 results in a bi-linear load displacement path.

8. The device of claim 1 has fully specifiable loading behavior.

9. A method for configuring an energy dissipating device, comprising:
providing a cylindrical shell;
providing a first spring encased inside the cylindrical shell; providing a second spring encased inside the cylindrical shell;
placing a separator in the cylindrical shell separating the first and second springs;
providing a first end plate on a first side of the separator and a second end plate on a second side of the separator;

providing a first rod and a second rod passing openings provided at each end of the cylindrical shell, with the first rod connected to the first end plate and the second rod connected to the second end plate; and
placing a spacer inserted between the first end plate and the first spring, wherein the first spring has a smaller stiffness and the second spring has a larger stiffness, wherein the ratio of the smaller stiffness and the larger stiffness is approximately 0.05-0.2.

10. The method of claim 9 , wherein the first spring is preloaded with a preload force by placing a spacer resulting in a pre-specified displacement.

11. The method of claim 10 , wherein when external tensile forces are applied on the first and the second rods,
the external forces are less than or equal to the preload force, second spring becomes externally loaded by a first displacement;
the external forces are larger than the preload force, first spring becomes externally loaded by a second displacement, and the second spring becomes externally loaded by a third displacement.

12. The method of claim 10 , wherein the preload force is adjustable by changing the thickness of the spacer.

13. The method of claim 9 , further comprising adjusting a stiffness of the device via changing the first and second spring with springs of different stiffnesses.

14. The method of claim 9 , wherein the device is configured to absorb shock and stores energy through elastic deformation and can be reused after each loading event.

15. The method of claim 9 results in a bi-linear load displacement path.

16. The method of claim 9 has fully specifiable loading behavior.

17. A system, comprising:
a net;
two posts spaced apart;
horizontal cables hanging the net to the two posts with each end of the horizontal cable connected to a post;
retaining cables with one end connected to the post and the other end connected to ground; and
at least one energy dissipating devices installed on the retaining cables, the energy dissipating device including:
a cylindrical shell;
a first spring encased inside the cylindrical shell;
a second spring encased inside the cylindrical shell;
a separator in the cylindrical shell separating the first and second springs;
a first end plate on a first side of the separator and a second end plate on a second side of the separator;
a first rod and a second rod passing openings provided at each end of the cylindrical shell, with the first rod connected to the first end plate and the second rod connected to the second end plate; and
a spacer inserted between the first end plate and the first spring, wherein the first spring has a smaller stiffness and the second spring has a larger stiffness, wherein the ratio of the smaller stiffness and the larger stiffness is approximately 0.05-0.2.

Assignees

• Univ Hong Kong Science & Tech

Inventors

• Ng Charles Wang Wai
• Choi Clarence Edward
• Song Dongri

Classifications

• F16F2236/06

  Tension · CPC title

• F16F3/04 Primary

  composed only of wound springs · CPC title

• F16F2228/08

  pre-stressed · CPC title

• E01F7/045

  Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps (crash-barriers with nets E01F15/06; safety arrangements for blasting F42D5/00) · CPC title

• F16F13/005

  comprising both a wound spring and a damper, e.g. a friction damper · CPC title