CN109057070B - Symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability and application structure - Google Patents
Symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability and application structure Download PDFInfo
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- CN109057070B CN109057070B CN201811084595.8A CN201811084595A CN109057070B CN 109057070 B CN109057070 B CN 109057070B CN 201811084595 A CN201811084595 A CN 201811084595A CN 109057070 B CN109057070 B CN 109057070B
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- 238000013016 damping Methods 0.000 claims abstract description 35
- 230000002265 prevention Effects 0.000 claims abstract description 30
- 239000007788 liquid Substances 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 230000001105 regulatory effect Effects 0.000 claims description 8
- 230000009977 dual effect Effects 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an out-of-plane instability prevention symmetrical integrated double-cylinder viscous damper and an application structure thereof. According to the invention, the mode of connecting the support and the viscous damper structure is additionally arranged on the frame column, and a certain relative constraint condition is added to the rigidity of the support, so that the working stability of the viscous damper under heavy shock and strong wind is enhanced; the damper can provide a faster damping restoring force for the node, and the energy consumption capability is enhanced.
Description
Technical Field
The invention discloses a viscous damper, in particular to a symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability and an application structure.
Background
At present, the viscous damper damping technology is developed very mature in the building field, is also a technology which is mature in the building damping and isolating field, and various viscous damper patent schemes exist in China, such as a viscous damper with a patent number of CN201320860523.4 and the like.
The conventional viscous damper structure in the prior art is provided with a cylinder body, a piston is arranged in the cylinder body and connected with a guide rod, damping liquid is arranged in the cylinder body, and when the viscous damper structure is used, the cylinder body and the guide rod are respectively connected at the diagonal positions of a frame beam, or the viscous damper is connected in the frame beam, or the viscous damper is connected with the structure through a herringbone support. When the earthquake or strong wind is encountered, the frame nodes deform, the viscous damper is extruded, the viscous damper does work, and the energy of the earthquake or the strong wind is consumed, so that the frame nodes are kept not to deform or are deformed as little as possible, and the out-of-plane instability is prevented.
The prior single-cylinder viscous damper has inherent defects in the technology due to the limitation of structural characteristics: 1. when the viscous damper encounters rare earthquakes and super strong wind loads, the viscous damper needs to move repeatedly due to larger energy, and input energy can be consumed by adopting a large-stroke damper, under the condition of larger stroke of the damper, the out-of-plane instability is easy to occur, and in order to solve the problems, a rubber support is additionally arranged when a herringbone support is adopted, or a connecting piece of the viscous damper and a main body structure is ensured to meet certain rigidity conditions, but the viscous damper is complex in structure and poor in stability; 2. under the action of rare earthquakes and super typhoons, a viscous damper with a large stroke and a long guide rod is needed to be adopted when a traditional single-cylinder damper is adopted, the damping force provided by the viscous damper is slower to recover, and the input energy is difficult to quickly dissipate.
Disclosure of Invention
Aiming at the condition that the viscous damper in the prior art adopts a single-cylinder structure and is easy to generate out-of-plane instability, the invention provides the symmetrical integrated double-cylinder viscous damper for preventing out-of-plane instability and an application structure, which adopt the symmetrical double-cylinder structure, can move at two ends simultaneously under the condition of earthquake and super wind load, have shorter time for one movement, and can more rapidly dissipate the energy input by earthquake so as to prevent out-of-plane instability.
The technical scheme adopted for solving the technical problems is as follows: the utility model provides an anti-out-of-plane unstability symmetrical integral type double-cylinder viscous damper, viscous damper includes the symmetrical master cylinder of attenuator, piston and attenuator guide arm, symmetrical master cylinder both sides are provided with a piston chamber respectively, the piston chamber of symmetrical master cylinder both sides is independent relatively, piston fixed mounting is on the attenuator guide arm, the piston sets up the piston intracavity in symmetrical master cylinder both sides, be provided with a piston in every piston chamber respectively, viscous damping liquid through-hole has been seted up on the piston, be provided with viscous damping liquid in the piston chamber, the articulated bolt hole has been seted up on the outer end of attenuator guide arm, the connecting hole has been seted up to symmetrical master cylinder intermediate position department of attenuator.
The application structure of the symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability comprises the symmetrical integrated double-cylinder viscous damper, the out-of-plane instability preventing support and a frame column, wherein the symmetrical integrated double-cylinder viscous damper and the out-of-plane instability preventing support are fixedly installed in the frame column respectively, an upper side gusset plate is fixedly installed at one corner position inside the frame column, a lower side gusset plate is fixedly installed at the other corner position opposite to the upper side gusset plate, the upper side gusset plate and the lower side gusset plate are diagonally arranged, the symmetrical integrated double-cylinder viscous damper is obliquely and fixedly installed in the frame column, a hinge bolt hole at one end of the symmetrical integrated double-cylinder viscous damper is fixedly installed together with the upper side gusset plate through an upper side hinge bolt, a hinge bolt hole at the other end of the symmetrical integrated double-cylinder viscous damper is fixedly installed in the frame column through a lower side hinge bolt, the out-of-plane instability preventing support is installed at two opposite side middle positions of the frame column, and a connecting hole is also formed in the middle position of the out-of-plane instability preventing out-of-plane instability preventing support, and the middle position is connected with the high-strength damping hole through the upper hinge bolt.
The technical scheme adopted by the invention for solving the technical problems further comprises the following steps:
and a regulating valve is arranged at the viscous damping liquid through hole on the piston.
The piston is provided with more than one viscous damping liquid through hole, and each viscous damping liquid through hole is provided with a regulating valve.
The inner side end of the damper guide rod is fixedly provided with a guide rod anti-collision head which is hemispherical.
The single-side piston cavity in the symmetrical main cylinder of the damper is divided into a main cavity and an auxiliary cavity, the main cavity and the auxiliary cavity are separated by a partition plate, the guide rod anti-collision head is arranged in the auxiliary cavity, and the piston and viscous damping liquid are arranged in the main cavity.
The guide rods on two sides of the symmetrical main cylinder of the damper are positioned on the same straight line.
The out-of-plane instability prevention support adopts channel steel.
The section rigidity K of the channel steel z ≥(12π/T)C d Wherein K is z In order to prevent the rigidity of the out-of-plane instability support, T is the basic self-vibration period of the building structure, C d Is the viscous damping coefficient of the damper.
The frame column is characterized in that a right side column node plate is fixedly arranged on one side of the frame column, a left side column node plate is fixedly arranged on the opposite side of the frame column, one end of the out-of-plane instability prevention support is fixedly arranged on the right side column node plate through a high-strength bolt, and the other end of the out-of-plane instability prevention support is fixedly arranged on the left side column node plate through a high-strength bolt.
The beneficial effects of the invention are as follows: the invention relates to a series integrated viscous damper and an application structure thereof, wherein (1) firstly, a mode of connecting a support and an inventive series integrated viscous damper structure is additionally arranged on a frame column, and a certain relative constraint condition is added to the rigidity of the support, so that the restraint effect of the support on a viscous damper master cylinder is ensured, the normal operation of the viscous damper under the action of rare earthquakes and super typhoons is ensured, and the working stability of the viscous damper under the action of strong earthquakes and strong winds is enhanced. (2) The travel of the guide rod in the viscous damper is shortened through the mode that the damper is connected with the double cylinders in series, so that under the condition that the deformation speed of the node is similar under the action of rare earthquakes and super wind load, the damper can provide faster damping restoring force for the node, and the energy consumption capacity is enhanced.
The invention will be further described with reference to the drawings and detailed description.
Drawings
FIG. 1 is a schematic diagram of a symmetrical integrated dual-cylinder viscous damper of the present invention.
FIG. 2 is a schematic diagram of the master cylinder configuration of the symmetrical integrated dual-cylinder viscous damper of the present invention.
FIG. 3 is a schematic view of the guide rod construction of the symmetrical integrated double-cylinder viscous damper of the present invention.
Fig. 4 is a schematic view of the front view of the out-of-plane instability prevention support of the present invention.
FIG. 5 is a schematic view of a cut-away configuration of an out-of-plane instability prevention support of the present invention.
FIG. 6 is a schematic diagram (i.e., application structure schematic diagram) of a symmetrical integrated dual-cylinder viscous damper of the present invention with an out-of-plane instability prevention support coupled to a main body structure.
In the figure, the 1-symmetrical integrated double-cylinder viscous damper, the 2-out-of-plane instability prevention support, the 3-damper, the high-strength bolts connected with the support, the 4-right-side column node plate, the 5-left-side column node plate, the 6-upper-side node plate, the 7-upper-side hinge bolts, the 8-lower-side node plate, the 9-lower-side hinge bolts, the 10-hinge bolt holes, the guide rods of the 11-damper, 12-viscous damping liquid, the 13-regulating valve, the 14-piston, the 15-guide rod anti-collision head, the 16-damper, the support connecting holes, the 17-high-strength bolts, the 18-common channel steel, the 19-channel steel upper flange, the 20-channel steel lower flange and the symmetrical master cylinder of the 21-damper.
Detailed Description
This example is a preferred embodiment of the present invention, and other principles and basic structures are the same as or similar to those of this example, and all fall within the scope of the present invention.
The invention mainly relates to an out-of-plane instability-preventing symmetrical integrated double-cylinder viscous damper, referring to fig. 1, 2 and 3, the viscous damper mainly comprises a symmetrical main cylinder 21 of the damper, a piston 14 and a damper guide rod 11, wherein two sides of the symmetrical main cylinder 21 are respectively provided with a piston cavity, the piston cavities at two sides of the symmetrical main cylinder 21 are relatively independent, the piston 14 is fixedly arranged on the damper guide rod 11, the piston 14 is arranged in the piston cavities at two sides of the symmetrical main cylinder 21, each piston cavity is respectively provided with a piston 14, a viscous damping liquid through hole is formed in the piston 14, and viscous damping liquid 12 is arranged in the piston cavity.
In this embodiment, a regulating valve 13 is installed at the viscous damping liquid through hole on the piston 14, and the speed of the viscous damping liquid passing through the viscous damping liquid through hole can be regulated by adjusting the regulating valve 13, so as to further regulate the damping strength of the present invention. In this embodiment, each piston 14 is provided with more than one viscous damping liquid through hole, and each viscous damping liquid through hole is provided with a regulating valve 13.
In this embodiment, the inner end of the damper guide rod 11 (the end located in the symmetrical master cylinder 21) is fixedly provided with a guide rod anti-collision head 15, and the guide rod anti-collision head 15 is hemispherical, so that when it collides with the inner bottom of the symmetrical master cylinder 21, the two can be prevented from being damaged due to too strong collision. The outer end of the damper guide rod 11 (the end positioned outside the symmetrical master cylinder 21) is provided with a hinge bolt hole 10 for connecting a hinge bolt, and the damper is fixedly arranged in a frame column through the hinge bolt.
In this embodiment, the piston chamber in the symmetrical master cylinder 21 of the damper is divided into a main chamber and an auxiliary chamber, the main chamber and the auxiliary chamber are separated by a partition plate (not shown), the guide rod anti-collision head 15 is disposed in the auxiliary chamber (not disposed in the auxiliary chamber), and the piston 14 and the viscous damping liquid 12 are disposed in the main chamber. Through holes are formed in the partition plate between the main cavity and the auxiliary cavity, the diameters of the through holes are matched with the diameters of the damper guide rods 11, and the main cavity and the auxiliary cavity can be sealed relatively.
The middle position of the symmetrical main cylinder 21 of the damper is provided with a damper and a support connecting hole 16, and the damper and the support can be fixedly connected together through the connecting hole 16.
The invention also protects an application structure of the symmetrical integrated double-cylinder viscous damper for preventing out-of-plane instability, please refer to fig. 6, which mainly comprises a symmetrical integrated double-cylinder viscous damper 1 and an out-of-plane instability preventing support 2, wherein the symmetrical integrated double-cylinder viscous damper 1 and the out-of-plane instability preventing support 2 are respectively and fixedly arranged in a frame column (which is a main structure of a building), in the embodiment, the cross section of the frame column is square, an upper node plate 6 is fixedly arranged at one corner of the frame column, a lower node plate 8 is fixedly arranged at the other corner opposite to the upper node plate, the upper node plate 6 and the lower node plate 8 are diagonally arranged, the symmetrical integrated double-cylinder viscous damper 1 is obliquely and fixedly arranged in the frame column, a hinge bolt hole 10 at one end of the symmetrical integrated double-cylinder viscous damper 1 is fixedly arranged with the upper node plate 6 through an upper hinge bolt 7, in this embodiment, referring to fig. 4 and 5, the out-of-plane instability prevention support 2 is a channel steel with a U-shaped cross section, the out-of-plane instability prevention support 2 is installed at the middle position of two opposite sides of the frame column, a right side column node plate 4 is fixedly installed on one side of the frame column, a left side column node plate 5 is fixedly installed on the opposite side of the frame column, one end of the out-of-plane instability prevention support 2 is fixedly installed on the right side column node plate 4 through a high-strength bolt 17, the other end of the out-of-plane instability prevention support 2 is fixedly installed on the left side column node plate 5 through a high-strength bolt 17, a connecting hole 16 is also formed at the middle position of the out-of-plane instability prevention support 2, the connecting hole in the middle of the out-of-plane instability prevention support 2 is connected with the connecting hole 16 of the symmetrical integrated double-cylinder viscous damper 1 through the high-strength bolt 3.
The working principle of the invention is that when the structural node of the building is deformed (displacement, speed or acceleration), the viscous damper mainly generates displacement or speed for the structural node of the building because the viscous damper belongs to the displacement type damper, the displacement and the speed are transmitted to the viscous damper guide rod 11 through the guide rod connecting piece fixed on the frame node, the guide rod 11 performs piston motion in the cylinder body 21 filled with viscous liquid 12, and the acting dissipates the energy input by earthquake or wind load to achieve the aim of shock absorption of the structure, thereby improving the shock resistance of the building structure and protecting the main structure.
The out-of-plane instability prevention support is connected with a symmetrical integrated double-cylinder viscous damper through a high-strength bolt 3, and is fixed in the middle of a frame column through a right-side column node plate 4 and a left-side column node plate 5, and the reason that the support is fixed in the middle of the section of the frame column is that a large number of building structure experiments show that: when the frame column is deformed, the column bending point is usually located near the middle part of the frame column, and in addition, the section rigidity (relative to the viscous damper 1 of the invention) of the groove-shaped steel plate 18 forming the out-of-plane instability prevention support is not smaller than the rigidity specified by the formula 1, so that the middle node of the symmetrical integrated double-cylinder viscous damper 1 is ensured not to generate larger displacement as much as possible, and the out-of-plane instability phenomenon of the viscous damper 1 is prevented. In this embodiment, the out-of-plane instability prevention support uses Q345 normal channel steel.
The rigidity formula of the groove-shaped steel plate for preventing out-of-plane instability support is as follows: k (K) z ≥(12π/T)C d (equation 1)
Wherein Kz is the rigidity of the out-of-plane instability prevention support, T is the basic self-vibration period of the building structure, and Cd is the viscous damping coefficient of the damper.
The damper in the present invention is called a viscous liquid damper, but in the other dimension (mechanical dimension), also called a velocity-type damper, the damping force provided to the structure is related to the velocity of the rod moving within the cylinder. The formula is as follows: f=cv α Wherein F is the damper force provided by the damper, C is related to the comprehensive factors such as damping liquid characteristics in the damper, V is the speed of a guide rod in the damper, alpha is the speed index of the damper, and when the two ends of the guide rod and the cylinder body are connected with the frame nodes, the speed of the nodes is the speed of the nodes under the action of an earthquake. When the total strokes of the guide rods of the dampers are equal, namely when the motion speed of the damper is consistent with that of a single-rod damper and other parameters are the same, the damper in the invention has shorter time for one-time motion under one period, and can more rapidly dissipate the energy input by earthquake.
The invention relates to a series integrated viscous damper and an application structure thereof, wherein (1) firstly, a mode of connecting a support and an inventive series integrated viscous damper structure is additionally arranged on a frame column, and a certain relative constraint condition is added to the rigidity of the support, so that the restraint effect of the support on a viscous damper master cylinder is ensured, the normal operation of the viscous damper under the action of rare earthquakes and super typhoons is ensured, and the working stability of the viscous damper under the action of strong earthquakes and strong winds is enhanced. (2) The travel of the guide rod in the viscous damper is shortened through the mode that the damper is connected with the double cylinders in series, so that under the action of rare earthquakes and super wind load, the damper can provide faster damping restoring force for the node and enhance energy consumption capability under the condition that the deformation speed of the node is identical to that of the node and other parameters are consistent.
Claims (8)
1. A symmetrical integrated double-cylinder viscous damper for preventing out-of-plane instability is characterized in that: the viscous damper comprises a symmetrical main cylinder of the damper, a piston and a damper guide rod, wherein two sides of the symmetrical main cylinder are respectively provided with a piston cavity, the piston cavities at two sides of the symmetrical main cylinder are relatively independent, the piston is fixedly arranged on the damper guide rod, the piston is arranged in the piston cavities at two sides of the symmetrical main cylinder, a piston is respectively arranged in each piston cavity, a viscous damping liquid through hole is formed in each piston, viscous damping liquid is arranged in each piston cavity, a hinge bolt hole is formed in the outer side end of the damper guide rod, a connecting hole is formed in the middle position of the symmetrical main cylinder of the damper, a single-side piston cavity in the symmetrical main cylinder of the damper is divided into a main cavity and an auxiliary cavity, the main cavity and the auxiliary cavity are separated by a separation plate, a guide rod anti-collision head is arranged in the auxiliary cavity, the piston and the viscous damping liquid are arranged in the main cavity, and the guide rods at two sides of the symmetrical main cylinder of the damper are positioned on the same straight line.
2. The out-of-plane instability prevention symmetrical integral double-cylinder viscous damper according to claim 1, wherein: and a regulating valve is arranged at the viscous damping liquid through hole on the piston.
3. The out-of-plane instability prevention symmetrical one-piece dual cylinder viscous damper of claim 2, wherein: the piston is provided with more than one viscous damping liquid through hole, and each viscous damping liquid through hole is provided with a regulating valve.
4. The out-of-plane instability prevention symmetrical integral double-cylinder viscous damper according to claim 1, wherein: the inner side end of the damper guide rod is fixedly provided with a guide rod anti-collision head which is hemispherical.
5. An application structure of the symmetrical integrated double-cylinder viscous damper for preventing out-of-plane instability according to any of claims 1 to 4, which is characterized in that: the application structure comprises the symmetrical integrated double-cylinder viscous damper, an out-of-plane instability prevention support and a frame column, wherein the symmetrical integrated double-cylinder viscous damper and the out-of-plane instability prevention support are respectively and fixedly installed in the frame column, an upper side gusset plate is fixedly installed at one corner position inside the frame column, a lower side gusset plate is fixedly installed at the other corner opposite to the upper side gusset plate, the upper side gusset plate and the lower side gusset plate are diagonally arranged, the symmetrical integrated double-cylinder viscous damper is obliquely and fixedly installed in the frame column, a hinge bolt hole at one end of the symmetrical integrated double-cylinder viscous damper is fixedly installed with the upper side gusset plate through an upper side hinge bolt, a hinge bolt hole at the other end of the symmetrical integrated double-cylinder viscous damper is fixedly installed with the lower side gusset plate through a lower side hinge bolt, the out-of-plane instability prevention support is fixedly installed in the frame column, a connecting hole is also formed in the middle position of the out-of-plane instability prevention support, and the connecting hole in the middle position of the out-of-plane instability prevention support is connected with the double-cylinder viscous damper through a high-strength integrated double-cylinder viscous damper.
6. The application structure according to claim 5, characterized in that: the out-of-plane instability prevention support adopts channel steel.
7. The application structure according to claim 6, characterized in that: the section rigidity Kz of the channel steel is not less than (12 pi/T) Cd, wherein Kz is the rigidity of the out-of-plane instability prevention support, T is the basic self-vibration period of the building structure, and Cd is the viscous damping coefficient of the damper.
8. The application structure according to claim 5, characterized in that: the frame column is characterized in that a right side column node plate is fixedly arranged on one side of the frame column, a left side column node plate is fixedly arranged on the opposite side of the frame column, one end of the out-of-plane instability prevention support is fixedly arranged on the right side column node plate through a high-strength bolt, and the other end of the out-of-plane instability prevention support is fixedly arranged on the left side column node plate through a high-strength bolt.
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CN201811084595.8A CN109057070B (en) | 2018-09-18 | 2018-09-18 | Symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability and application structure |
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CN201811084595.8A CN109057070B (en) | 2018-09-18 | 2018-09-18 | Symmetrical integrated double-cylinder viscous damper capable of preventing out-of-plane instability and application structure |
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CN112917233B (en) * | 2021-02-01 | 2022-08-26 | 台州市东部数控设备有限公司 | Damping system for reducing resonance for double-spindle machine tool |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10159905A (en) * | 1996-11-25 | 1998-06-16 | Isuzu Motors Ltd | Viscous damper for rotary shaft |
CN2514052Y (en) * | 2001-12-03 | 2002-10-02 | 同济大学 | Combined vibration-proof energy dissipation support |
CN2648174Y (en) * | 2003-09-25 | 2004-10-13 | 欧进萍 | Built-in air bag type double-rod fluid damper |
CN200975034Y (en) * | 2006-10-13 | 2007-11-14 | 北京工业大学 | Double extending rod double cylinder electrical current changeable damper |
CN101956780A (en) * | 2010-09-14 | 2011-01-26 | 广州大学 | Viscous damper |
CN208996242U (en) * | 2018-09-18 | 2019-06-18 | 中冶建筑研究总院(深圳)有限公司 | The symmetrical integrated double-cylinder viscous damper and application structure of the outer unstability of anti-plane |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6530182B2 (en) * | 2000-10-23 | 2003-03-11 | Kazak Composites, Incorporated | Low cost, light weight, energy-absorbing earthquake brace |
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2018
- 2018-09-18 CN CN201811084595.8A patent/CN109057070B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10159905A (en) * | 1996-11-25 | 1998-06-16 | Isuzu Motors Ltd | Viscous damper for rotary shaft |
CN2514052Y (en) * | 2001-12-03 | 2002-10-02 | 同济大学 | Combined vibration-proof energy dissipation support |
CN2648174Y (en) * | 2003-09-25 | 2004-10-13 | 欧进萍 | Built-in air bag type double-rod fluid damper |
CN200975034Y (en) * | 2006-10-13 | 2007-11-14 | 北京工业大学 | Double extending rod double cylinder electrical current changeable damper |
CN101956780A (en) * | 2010-09-14 | 2011-01-26 | 广州大学 | Viscous damper |
CN208996242U (en) * | 2018-09-18 | 2019-06-18 | 中冶建筑研究总院(深圳)有限公司 | The symmetrical integrated double-cylinder viscous damper and application structure of the outer unstability of anti-plane |
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