IP Library › Granted Patent US 12,031,352
Granted Patent B2
US 12,031,352 · App. 17/612,307 · Granted Jul 9, 2024

Pendulum mass damper

Inventor: Svend Ole Hansen (Copenhagen, DK)
Assignee: SOH WIND TUNNELS APS
E04H9/0215F16F7/104E04B1/98F03D13/20F05B2260/502F05B2260/964
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Quick Facts
Patent No.
US 12,031,352
App. No.
17/612,307
Granted
Jul 9, 2024
Kind
B2
Abstract

A pendulum mass damper is directed to damping oscillation of tall buildings, towers or similar flexible structures requiring a low frequency tuned mass damper (TMD) for reducing a e.g. wind or earthquake induced displacement response of the structure. A mass ( 1 ) is balanced by a first spring system ( 2 a, 2 b, 2 c ) and supported by a carrying part ( 4 ) to maintain a vertical position, the carrying part ( 4 ) carrying the mass in the vertical direction extends between the mass and a position (C) below the mass, i.e. the weight of the mass is carried or supported from or at a point or level below the mass, wherein the mass at the position (C) below the mass is fixed and/or connected to a unit ( 5 ) constituting a base of a supporting system for the mass which unit is floating i.e. the unit can move either horizontally or both horizontally and vertically.

Claims (14)

1. A pendulum mass damper for damping oscillations of a structure, the pendulum mass damper comprising a mass ( 1 ) balanced by a first spring system ( 2 a , 2 b , 2 c ) that balances the mass ( 1 ) horizontally and is positioned above or at substantially a same vertical level as the mass ( 1 ), wherein the mass is supported by a carrying part ( 4 ) to maintain a vertical position, the carrying part ( 4 ) carrying the mass ( 1 ) in the vertical direction extends between the mass ( 1 ) and a position (C) below the mass ( 1 ), and therefore the weight of the mass ( 1 ) is carried or supported from or at a point or level below the mass ( 1 ), such that the mass ( 1 ) at the position (C) below the mass is connected to a unit ( 5 ) constituting a base of a supporting system for the mass ( 1 ), the unit ( 5 ) balanced by flexible parts ( 8 ) such that the unit ( 5 ) can move either horizontally or both horizontally and vertically.

2. The pendulum mass damper according to claim 1 , wherein the unit ( 5 ) is constituted of a floating part.

3. The pendulum mass damper according to claim 1 , wherein the carrying part ( 4 ) comprises a central carrying part ( 4 ) extending from a suspension frame ( 7 ) to the position (C).

4. The pendulum mass damper according to claim 1 , wherein the first spring system ( 2 a , 2 b , 2 c ) balances the mass ( 1 ) horizontally and is attached at the central axis above the vertical level of the mass ( 1 ) within a distance of the top of the mass being less than 20%, or being less than 10% or being less than 5%, from the total length of the pendulum measured from a central point (C) to the fastening points or fastening level (F) of the springs.

5. The pendulum mass damper according to claim 1 , wherein the first spring system ( 2 a , 2 b , 2 c ) comprises at least three springs or at least balances the mass in three directions.

6. The pendulum mass damper according to claim 1 , the carrying part ( 4 ) comprises a central carrying part ( 4 ) in form of one or more cables or similar extending from a suspension frame ( 7 ) to the position (C).

7. The pendulum mass damper according to claim 1 , wherein the carrying part ( 4 ) also comprises support parts ( 3 ) extending from the mass ( 1 ) to the unit ( 5 ) positioned below the mass ( 1 ).

8. The pendulum mass damper according to claim 1 , wherein the unit ( 5 ) comprises a joint allowing either the support part(s) ( 3 ) or the carrying part(s) ( 4 ) to pivot relative to the unit ( 5 ).

9. The pendulum mass damper according to claim 8 , wherein the joint has one, two or three degrees of freedom i.e. the joint may allow the mass ( 1 ) to pivot relative to the unit ( 5 ) in one, two or more than two directions.

10. A structure comprising the pendulum mass damper according to claim 1 .

11. The structure according to claim 10 , wherein the structure is a building, wind turbine tower, or chimney.

12. The pendulum mass damper according to claim 1 , wherein said flexible parts ( 8 ) comprise a second spring system.

13. The pendulum mass damper according to claim 12 , wherein the second spring system ( 8 ) comprises at least three springs.

14. The pendulum mass damper according to claim 1 , wherein the pendulum mass damper comprises one mass ( 1 ) balanced by the first spring system ( 2 a , 2 b , 2 c ).

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Nov 18, 2021
From: HANSEN, SVEND OLE
To: SOH WIND TUNNELS APS
Reel/Frame 058150/0139 →
Priority Claims (1)
DK PA 2019 00632 · May 24, 2019 · national
Continuity (1)
Related Publication 20220228393A1 · Jul 21, 2022
Cited By (2)
US 12,473,957 US 12,618,393