NZ753125A - A multipurpose viscous damper - Google Patents
A multipurpose viscous damperInfo
- Publication number
- NZ753125A NZ753125A NZ753125A NZ75312519A NZ753125A NZ 753125 A NZ753125 A NZ 753125A NZ 753125 A NZ753125 A NZ 753125A NZ 75312519 A NZ75312519 A NZ 75312519A NZ 753125 A NZ753125 A NZ 753125A
- Authority
- NZ
- New Zealand
- Prior art keywords
- outer cylinder
- cylinder
- piston
- bypass
- core rod
- Prior art date
Links
- 239000012530 fluid Substances 0.000 claims abstract description 18
- 238000007789 sealing Methods 0.000 claims abstract description 8
- 238000006073 displacement reaction Methods 0.000 description 10
- 210000001503 Joints Anatomy 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000037361 pathway Effects 0.000 description 1
- 239000000837 restrainer Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Abstract
The present invention relates to a multipurpose viscous damper (100), comprising: an outer cylinder (101); a core rod (102) positioned in the outer cylinder (101); a core piston (103) positioned in the middle and surrounded the core rod (102); a plurality of bypass pipes (104) extending along the outer cylinder (101), each bypass pipe (104) being connected to the outer cylinder (101) adjacent to the two ends of the outer cylinder (101); an orifice controller (105) located on the bypass pipes (104) for providing initial adjustable damping during low to moderate vibration; and characterized by a pair of inner cylinders (106) positioned inside the two ends of the core rod (102); an inner piston (107) positioned in each inner cylinder (106) ; a fixed sealing (108) located at the two end of each of the inner cylinders (106); and an orifice (109) located at the two ends of the inner cylinder (106) for allowing fluid flowing from the inner cylinder (106) to the outer cylinder (101) during movement of inner piston (107). ter cylinder (101), each bypass pipe (104) being connected to the outer cylinder (101) adjacent to the two ends of the outer cylinder (101); an orifice controller (105) located on the bypass pipes (104) for providing initial adjustable damping during low to moderate vibration; and characterized by a pair of inner cylinders (106) positioned inside the two ends of the core rod (102); an inner piston (107) positioned in each inner cylinder (106) ; a fixed sealing (108) located at the two end of each of the inner cylinders (106); and an orifice (109) located at the two ends of the inner cylinder (106) for allowing fluid flowing from the inner cylinder (106) to the outer cylinder (101) during movement of inner piston (107).
Description
A MULTIPURPOSE VISCOUS DAMPER
FIELD OF THE INVENTION
This invention relates to a damper, more particularly relates to a multipurpose
viscous damper for dissipating vibration, preventing bridge unseating and excessive
structural movement during severe vibration and catastrophic ground motion.
DESCRIPTION OF RELATED ARTS
An earthquake is caused by tectonic plates getting stuck and putting a strain on the
ground. The strain becomes so great that rocks give way by breaking and sliding
along fault planes. An earthquake is bringing multiple impacts such as social,
economic or environment impacts wherein said impact can be destroy of settlements
and causes damage to an area. Therefore, earthquakes have highlighted the seismic
vulnerability of bridges due to excessive movements at expansion joints. The
movement could lead to the catastrophic unseating failure if the provided seat width
is inadequate. Moreover, seismic pounding is inevitable during a strong earthquake
due to the limited gap size normally provided at the expansion joints. Various types of
restrainers, dampers and other devices may have been proposed to limit the joint
movement or to accommodate the joint movement so that the damages caused by
the excessive relative displacements could be mitigated. Therefore, there is a need
to have appropriate devices to mitigate the relative displacement induced damages
on bridge structures during earthquake shaking.
China Patent Application No. 105525697 has disclosed a smart bypass type viscous
damper adopting a laminated piezoelectric actuator for adjustment. Said smart
bypass type viscous damper comprises a cylinder barrel provided with a main
cylinder and an auxiliary cylinder, a piston located in the cylinder barrel and a guide
rod pushing the piston to move, wherein the guide rod is fixedly connected with the
piston; the cylinder barrel is filled with a viscous fluid damping material; a bypass
pipeline is arranged on the cylinder barrel, two end ports of the bypass pipeline are
both communicated with the main cylinder, and the communicated positions are
located on two sides of the piston respectively; the bypass pipeline is provided with
an adjusting part, the laminated piezoelectric actuator is mounted at the adjusting
part, and the adjusting part adjusts the circulating pipe diameter of the bypass
pipeline under the actuation of the laminated piezoelectric actuator. The time lag
effect can be reduced and output force is improved with the adoption of the smart
bypass type viscous damper, wherein the requirement for seismic control of civil
engineering under the earthquake action is met. The smart bypass type viscous
damper may be suitable for strong randomness of ground motion such as moderate
earthquakes or large earthquakes. The response speed can fully keep up with
ground motion and increase the output force. However, the smart bypass viscous
damper which functioning based on the velocity may cause bridge spans unseating
during ground movement or any applied dynamic loads.
United States Patent Application No. 20170100978 A1 has disclosed a vehicle
suspension damper includes a cylinder and a piston assembly, wherein the piston
assembly includes a piston; a working fluid within the cylinder; a bypass cylinder
surrounding the cylinder and defining a cylindrical bypass channel; an adjustable
bypass port fluidly coupling an interior of the cylinder and the cylindrical bypass
channel; and a remotely operable bypass valve slidably disposed within the
cylindrical bypass channel, the remotely operably bypass valve configured for, upon
actuation of an actuator coupled with the remotely operable bypass valve, adjusting a
flow of the working fluid through adjustable bypass port. However, said vehicle
suspension damper may not be able to withstand a severe vibration or catastrophic
vibration.
United States Patent Application No. 20100170760 A1 has disclosed a damper
assembly with a bypass for a vehicle wherein comprises a pressure cylinder with a
piston and piston rod for limiting the flow rate of damping fluid as it passes from a first
to a second side of said piston. A bypass provides fluid pathway between the first and
second sides of the piston separately from the flow rate limitation. In one aspect, the
bypass is remotely controllable from a passenger compartment of the vehicle. In
another aspect, the bypass is remotely controllable based upon one or more variable
parameters associated with the vehicle. However, said damper may not be able to
withstand a severe vibration or catastrophic vibration.
None of the prior arts presents the features as in the teaching of the present invention.
Accordingly, it can be seen in the prior arts that there is a need to provide a viscous
damper for preventing bridge unseating and excessive structural movement in
severe vibration or catastrophic vibration.
SUMMARY OF INVENTION
It is an objective of the present invention to provide a viscous damper with high
flexibility for moderate movements, generate high damping and stopping force to
prevent any pounding between bridge span and pier.
It is also an objective of the present invention to provide a viscous damper with high
damping during severe vibration to prevent unseating of bridge span.
It is yet an objective of the present invention to provide a viscous damper to protect
the structure against displacement beyond allowable movements.
Accordingly, these objectives may be achieved by following the teachings of the
present invention. The present invention relates to a multipurpose viscous damper,
comprising: an outer cylinder; a core rod positioned in the outer cylinder; a core
piston positioned in the middle and surrounded the core rod; a plurality of bypass
pipes extending along the outer cylinder, each bypass pipe being connected to the
outer cylinder adjacent to the two ends of the outer cylinder; an orifice controller
located on the bypass pipes for providing initial adjustable damping during low to
moderate vibration; and characterized by a pair of inner cylinders positioned inside
the two ends of the core rod; an inner piston positioned in each inner cylinder; a fixed
sealing located at the both end of each of the inner cylinders; and an orifice located at
the two ends of the inner cylinder for allowing fluid flowing from the inner cylinder to
the outer cylinder during movement of inner piston.
BRIEF DESCRIPTION OF THE DRAWINGS
The features of the invention will be more readily understood and appreciated from
the following detailed description when read in conjunction with the accompanying
drawings of the preferred embodiment of the present invention, in which:
Figure 1 shows a multipurpose viscous damper;
Figure 2 shows a side view of the multipurpose viscous damper in Figure 1.
Figure 3 shows an exploded view of the multipurpose viscous damper in Figure 1.
Figure 4 shows a graph of force with displacement in 1,000 cycles.
Figure 5 shows a graph of force with excessive displacement.
DETAILED DESCRIPTION OF THE INVENTION
As required, detailed embodiments of the present invention are disclosed herein;
however, it is to be understood that the disclosed embodiments are merely
exemplary of the invention, which may be embodied in various forms. Therefore,
specific structural and functional details disclosed herein are not to be interpreted as
limiting but merely as a basis for claims. It should be understood that the drawings
and detailed description thereto are not intended to limit the invention to the particular
form disclosed, but on the contrary, the invention is to cover all modifications,
equivalents and alternatives falling within the scope of the present invention as
defined by the appended claims. As used throughout this application, the word "may"
is used in a permissive sense (i.e., meaning having the potential to), rather than the
mandatory sense (i.e., meaning must). Similarly, the words "include," "including," and
"includes" mean including, but not limited to. Further, the words "a" or "an" mean "at
least one” and the word "plurality" means one or more, unless otherwise mentioned.
Where the abbreviations or technical terms are used, these indicate the commonly
accepted meanings as known in the technical field. The present invention will now be
described with reference to Figs. 1-5.
The present invention presents a multipurpose viscous damper (100), comprising:
an outer cylinder (101);
a core rod (102) positioned in the outer cylinder (101);
a core piston (103) positioned in the middle and surrounded the core rod
(102);
a plurality of bypass pipes (104) extending along the outer cylinder (101),
each bypass pipe (104) being connected to the outer cylinder (101) adjacent to the
two ends of the outer cylinder (101);
an orifice controller (105) located on the bypass pipes (104) for providing
initial adjustable damping during low to moderate vibration; and
characterized by
a pair of inner cylinders (106) positioned inside the two ends of the core rod
(102);
an inner piston (107) positioned in each inner cylinder (106) ;
a fixed sealing (108) located at the both end of each of the inner cylinders
(106); and
an orifice (109) located at the two ends of the inner cylinder (106) for allowing
fluid flowing from the inner cylinder (106) to the outer cylinder (101) during movement
of inner piston (107).
In a preferred embodiment of the present invention, the plurality of bypass pipes (104)
can be two or more pipes. The bypass pipes allow (104) viscous fluid to flow through
during movement of the core piston (103) caused by the vibrations.
According to the present invention, the pair of inner cylinders (106) positioned in both
end of core rod (102) inside the cylinder (101) wherein the inner cylinders (106) are
moveable caused by the vibration and stoppable by the fixed sealing (108) at the end
of the cylinder (101). There is a gap between inner cylinder (106) and outer cylinder
(101) to allow flowing of the fluid inside the cylinder (101) during movement of core
piston (103).
In a preferred embodiment, the two orifices (109) on both end of inner cylinder (106)
allow flowing of fluid inside of inner cylinder (106) to outer cylinder (101) during
movement of inner piston (107) to make secondary extreme damping during severe
vibration to prevent the excessive displacement.
In a preferred embodiment, the low and moderate vibrations cause the movement of
the core piston (103) and the viscous fluid flow through the bypass pipe (104), orifice
controller (105) reduce the velocity of fluid and increase the drop pressure which
leads to damp the vibration and dissipate movement. However, said viscous damper
(100) provides enough flexibility for the bridge or structure to vibrate within allowable
range of displacement to dissipate a part of dynamic load and make free movement
for expansion and contraction of bridge span.
In a preferred embodiment, the severe vibrations cause the span moves toward the
bridge pier, cause movement of the core rod (102) inside the outer cylinder (101).
The inner cylinders (106) receive pressure due to the movement of the core rod (102),
whereby the inner piston (107) is started to move and push the viscous fluid to flow
through orifices (109). The high speed flowing of the viscous fluid could produce
great drop pressure and viscosity damping force. Then, said flow pressure will go as
much as it can lead to the bypass pipes (104) and orifice controller (105) control the
flow and create the huge damping to prevent the unseating of the bridge. Said
process is continuous until it controls the movement with highest pressure ability.
In a preferred embodiment, a catastrophic vibration is causing span move and
causes bridge unseating or excessive movement of structure whereby core piston
(103) moves to the end of the outer cylinder (101). The inner cylinder (106) is stopped
by end of outer cylinder (101) and the inner piston (107) moves causing flowing of the
viscous fluid through orifice (109) which causes high damping and resistant force and
prevent bridge span unseating or preventing excessive displacement of structure.
In a preferred embodiment, the viscous damper (100) is not limited to be used for
bridge only but can be used for structure, vehicle, machine and et cetera.
Below is the example of the viscous damper (100) for preventing unseating, from
which the advantages of the present invention may be more readily understood. It is
to be understood that the following examples are for illustrative purpose only and
should not be construed to limit the present invention in any way.
Example
A viscous damper (100) for preventing unseating was developed and shown in
Figure 1-3. Referring to Figure 1-3, the viscous damper (100) comprises an outer
cylinder (101) with attached core piston (103) on a core rod (102), two inner cylinders
(106) with inner pistons (107) and fixed sealing (108), bypass pipes (104), orifices
(109) and orifices controller (105).
Figure 4 shows the force up to 100 kN with allowable displacement of ± 20mm in
1,000 cycles. Referring to Figure 4, the displacements for the maximum force up to
100 kN are within ± 20mm. Also, Figure 5 shows the functioning of device during
excessive movement with more than 20mm by increasing the resistant force up to
200kN. The maximum load capacity is based on the outer cylinder (101) design and
adjustable for any forces. Said viscous damper (100) can be designed for much
higher range of force and pressure capacity.
Although the present invention has been described with reference to specific
embodiments, also shown in the appended figures, it will be apparent for those
skilled in the art that many variations and modifications can be done within the scope
of the invention as described in the specification and defined in the following claims.
Description of the reference numerals used in the accompanying drawings according
to the present invention:
Reference
Description
Numerals
100 Viscous damper
101 Outer cylinder
102 Core rod
103 Core piston
104 Bypass pipe
105 Orifice controller
106 Inner cylinders
107 Inner piston
108 Fixed sealing
109 Orifices
Claims (2)
1. A multipurpose viscous damper (100), comprising: an outer cylinder (101); a core rod (102) positioned in the outer cylinder (101); a core piston (103) positioned in the middle and surrounded the core rod (102); a plurality of bypass pipes (104) extending along the outer cylinder (101), each bypass pipe (104) being connected to the outer cylinder (101) adjacent to the two ends of the outer cylinder (101); an orifice controller (105) located on the bypass pipes (104) for providing initial adjustable damping during low to moderate vibration; and characterized by a pair of inner cylinders (106) positioned inside the two ends of the core rod (102); an inner piston (107) positioned in each inner cylinder (106) ; a fixed sealing (108) located at the both end of each of the inner cylinders (106); and an orifice (109) located at the two ends of the inner cylinder (106) for allowing fluid flowing from the inner cylinder (106) to the outer cylinder (101) during movement of inner piston (107).
2. The multipurpose viscous damper (100) according to claim 1, wherein the plurality of bypass pipes (104) comprises two or more pipes.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
MYPI2018701536 | 2018-04-18 |
Publications (1)
Publication Number | Publication Date |
---|---|
NZ753125A true NZ753125A (en) |
Family
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