CN113389296A - Composite damper - Google Patents

Composite damper Download PDF

Info

Publication number
CN113389296A
CN113389296A CN202110798668.5A CN202110798668A CN113389296A CN 113389296 A CN113389296 A CN 113389296A CN 202110798668 A CN202110798668 A CN 202110798668A CN 113389296 A CN113389296 A CN 113389296A
Authority
CN
China
Prior art keywords
wedge block
cylinder
friction
damper
pull rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110798668.5A
Other languages
Chinese (zh)
Inventor
周孝林
骆明成
邱廷琦
刘海亮
刘成
杨蕊矫
兰鹏
张勇
任杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Xinzhu Transportation Technology Co Ltd
Chengdu Xinzhu Road and Bridge Machinery Co Ltd
Original Assignee
Chengdu Xinzhu Transportation Technology Co Ltd
Chengdu Xinzhu Road and Bridge Machinery Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chengdu Xinzhu Transportation Technology Co Ltd, Chengdu Xinzhu Road and Bridge Machinery Co Ltd filed Critical Chengdu Xinzhu Transportation Technology Co Ltd
Priority to CN202110798668.5A priority Critical patent/CN113389296A/en
Publication of CN113389296A publication Critical patent/CN113389296A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • 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
    • 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
    • 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
    • E04H9/0237—Structural braces with damping devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention relates to the technical field of bridge building earthquake resistance, and aims to solve the problem that the strength of earthquake action faced by a building structure cannot be accurately predicted and the traditional friction damper cannot give consideration to strong earthquake and weak earthquake; the invention has the beneficial effects that: the mode of shear energy consumption and friction energy consumption is combined, so that a large amount of mechanical energy can be converted into heat energy and dissipated, the structure has good energy dissipation and shock absorption capacity, the shock absorption requirements during strong shock and weak shock are met, and the structure is simple, easy to manufacture, flexible to arrange, simple and convenient to install, high in operation efficiency and low in maintenance cost.

Description

Composite damper
Technical Field
The invention relates to the technical field of bridge building earthquake resistance, in particular to a composite damper.
Background
Along with the acceleration of the urbanization process of China, the urban scale is enlarged, the urban building structure is more complex, in the earthquake-resistant design, not only the life safety of people needs to be guaranteed, but also the economic loss caused by the damage of the building structure and equipment needs to be considered, the earthquake-resistant method of the traditional structure passively resists the earthquake action by enhancing the earthquake-resistant performance of the structure, and due to the randomness of the earthquake, people cannot accurately estimate the strength and the characteristics of the future earthquake action.
In the anti-seismic and wind-resistant design of a building structure, if a friction damper is designed according to the condition under the action of strong shock, the damper cannot slide at all under the action of weak shock, the friction damper cannot eliminate energy, and if the sliding friction force is determined according to the condition of weak shock, the damper cannot achieve the ideal damping effect under the action of strong shock because the output tonnage is too small. The strength of the earthquake action faced by the building structure cannot be accurately predicted, so that the problem that strong earthquake and weak earthquake cannot be considered when the friction damper is adopted as a shock absorption part in the building structure exists.
Disclosure of Invention
The invention aims to provide a composite damper to solve the problem that strong shock and weak shock cannot be considered when a traditional friction damper is adopted as a shock absorption part in a building structure because the strength of the earthquake action of the building structure cannot be accurately predicted.
The embodiment of the invention is realized by the following steps:
the utility model provides a compound attenuator, includes left otic placode and right otic placode, left otic placode is connected with the vice jar, right otic placode is connected with the master cylinder, the vice jar with the master cylinder overcoat is equipped with the urceolus, the master cylinder with be equipped with between the urceolus and cut the power consumption subassembly, the inside friction power consumption subassembly that is equipped with of master cylinder.
The invention provides a composite damper from the perspective of conveniently realizing adjustable damping force of a structure, and combines the modes of shearing energy consumption and friction energy consumption, so that a large amount of mechanical energy can be converted into heat energy and dissipated, and the structure has good energy dissipation and shock absorption capacity and meets the shock absorption requirements during strong shock and weak shock.
Specifically, under the action of an earthquake, when horizontal tension of a transverse bridge to the earthquake is transmitted to the right ear plate through the structure, the main cylinder moves leftwards or rightwards relative to the auxiliary cylinder under the action of external force, so that the friction energy dissipation assembly in the main cylinder can play a role, and the sliding friction force between the friction energy dissipation assembly and the main cylinder is changed, so that the earthquake energy is converted into heat energy generated by friction to be dissipated, and the damping and energy dissipation are realized; meanwhile, the shearing energy consumption assembly is subjected to shearing deformation, so that the seismic energy is converted into the heat energy of the shearing energy consumption assembly, and the shock absorption and energy consumption are realized.
Therefore, the mode of combining shearing energy consumption and friction energy consumption can effectively consume seismic energy, and the pressure between the friction energy consumption assembly and the main cylinder can be easily changed, so that the sliding friction force between the friction energy consumption assembly and the main cylinder is changed, mechanical energy is converted into heat energy, and the shearing energy consumption assembly is utilized to generate shearing deformation energy consumption, so that the structure has a good damping effect under the action of earthquakes with different strengths, and the structure is simple, easy to manufacture, flexible in arrangement, simple and convenient to install, high in operating efficiency and low in maintenance cost.
Alternatively:
the left lug plate and the auxiliary cylinder are connected into a whole through a thread pair, the right lug plate and the main cylinder are connected into a whole through a thread pair, and the outer cylinder and the auxiliary cylinder are connected into a whole through a thread pair.
Alternatively:
the friction energy dissipation assembly comprises a friction pull rod, an inner wedge block and an outer wedge block, the friction pull rod is connected with the left lug plate, the inner wedge block is sleeved on the friction pull rod, the outer wedge block is sleeved on the inner wedge block, and the outer wedge block is abutted to the inner wall of the main cylinder.
Alternatively:
the inner wedge block comprises two inner wedge block units which are arranged oppositely, and a gap is formed between the two inner wedge block units.
The inner wedge block can extrude the outer wedge block, positive pressure between the outer wedge block and the inner wall of the main cylinder is changed, sliding friction force is automatically adjusted, different damping force is obtained, and the damping requirements of strong and weak structures can be met simultaneously.
Alternatively:
the outer wedge block comprises a plurality of outer wedge block units arranged in a surrounding mode, a gap exists between every two adjacent outer wedge block units, and the gap can be changed through the inner wedge block.
Specifically, when the gap between two oppositely arranged inner wedge block units is reduced, the outer wedge block is expanded, the gap between two adjacent outer wedge block units is increased, the positive pressure between the outer wedge block and the main cylinder is increased, when the transverse bridge-direction earthquake acts, the outer wedge block and the main cylinder move relatively, sliding friction force is generated between the outer wedge block and the main cylinder, and earthquake energy is converted into frictional heat energy.
Alternatively:
the friction pull rod is in threaded connection with the left lug plate.
Alternatively:
and a stop block is arranged at the end part of the friction pull rod and used for limiting the inner wedge block.
And the inner wedge block is prevented from sliding off the friction pull rod.
Alternatively:
an elastic component is arranged between the stop block and the inner wedge block.
The damping device is used for ensuring that the damping degree of the pretightening force is reduced as much as possible.
Alternatively:
the elastic member is a spring.
Alternatively:
the friction pull rod is a bolt rod and comprises a rod part and a head part, threads are arranged on the rod part, the stop block is the head part of the friction pull rod, and the inner wedge block is located between the second adjusting nut and the head part of the friction pull rod.
Alternatively:
the left lug plate is provided with a first adjusting nut, the friction pull rod is provided with a second adjusting nut, the first adjusting nut and the second adjusting nut are in gear transmission pair, and the inner wedge block and the outer wedge block are extruded through the gear transmission pair.
The friction units (the inner wedge-shaped block and the outer wedge-shaped block) are extruded by the adjusting gear transmission pair, and the magnitude of the sliding friction force is automatically adjusted by changing the positive pressure between the friction units and the inner wall of the main cylinder, so that different damping forces are obtained, and the damping requirements of the structure during strong shock and weak shock can be met simultaneously.
Alternatively:
the gear transmission pair can be replaced by a worm gear and the like.
Alternatively:
the shearing energy dissipation assembly comprises a lead core, and the lead core is embedded in the gap ring groove of the main cylinder and the outer cylinder.
When the earthquake in the transverse bridge direction acts, the right lug plate drives the main cylinder to slide, the main cylinder and the outer cylinder move relatively, the lead core is sheared and deformed, and energy generated by external force is converted into heat energy of the lead core, so that the shock absorption and energy consumption are realized.
Alternatively:
an end cover is arranged at the end part of the lead core, and the outer cylinder is in threaded connection with the end cover.
Preventing lead from overflowing and polluting the environment.
Alternatively:
and the auxiliary cylinder and the end cover are both provided with lead core collecting grooves.
The worn lead core is collected, and the lead is prevented from overflowing to pollute the environment.
Alternatively:
the auxiliary cylinder and the end cover are both provided with sealing grooves, and sealing rings are assembled in the sealing grooves.
Used for sealing and preventing lead from overflowing to pollute the environment.
Alternatively:
the sealing ring is a metal sealing ring.
The metal sealing ring has good sealing performance.
Alternatively:
the sealing ring is a rubber sealing ring.
The rubber sealing ring has good sealing and waterproof performance.
Alternatively:
the main cylinder and the auxiliary cylinder are provided with limiting grooves for limiting.
Alternatively:
the left ear plate is fixedly connected with the abutment, and the right ear plate is fixedly connected with the bridge body.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
the invention provides a composite damper from the perspective of conveniently realizing adjustable damping force of a structure, and combines the modes of shearing energy consumption and friction energy consumption, so that a large amount of mechanical energy can be converted into heat energy and dissipated, and the structure has good energy dissipation and shock absorption capacity and meets the shock absorption requirements during strong shock and weak shock.
Specifically, under the action of an earthquake, when horizontal tension of a transverse bridge to the earthquake is transmitted to the right ear plate through the structure, the main cylinder moves leftwards or rightwards relative to the auxiliary cylinder under the action of external force, so that the friction energy dissipation assembly in the main cylinder can play a role, and the sliding friction force between the friction energy dissipation assembly and the main cylinder is changed, so that the earthquake energy is converted into heat energy generated by friction to be dissipated, and the damping and energy dissipation are realized; meanwhile, the shearing energy consumption assembly is subjected to shearing deformation, so that the seismic energy is converted into the heat energy of the shearing energy consumption assembly, and the shock absorption and energy consumption are realized.
Therefore, the mode of combining shearing energy consumption and friction energy consumption can effectively consume seismic energy, and the pressure between the friction energy consumption assembly and the main cylinder can be easily changed, so that the sliding friction force between the friction energy consumption assembly and the main cylinder is changed, mechanical energy is converted into heat energy, and the shearing energy consumption assembly is utilized to generate shearing deformation energy consumption, so that the structure has a good damping effect under the action of earthquakes with different strengths, and the structure is simple, easy to manufacture, flexible in arrangement, simple and convenient to install, high in operating efficiency and low in maintenance cost.
Drawings
Fig. 1 is a schematic structural view of a composite damper according to embodiment 1.
Fig. 2 is a left side view of fig. 1.
Fig. 3 is a cross-sectional view taken along the line B-B in fig. 1.
Fig. 4 is a cross-sectional view taken along the direction C-C in fig. 3.
Fig. 5 is a schematic structural view of the composite damper according to embodiment 2.
Icon: 1-left ear plate; 2-adjusting the first nut; 3-adjusting a second nut; 4-auxiliary cylinder; 5-friction pull rod; 6-outer cylinder; 7-inner wedge block; 8-an outer wedge block; 9-lead core; 10-end cap; 11-a sealing ring; 12-a master cylinder; 13-right ear plate; 14-a stopper; 15-spring.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
Referring to fig. 1 to 4, the present embodiment provides a composite damper, including a left ear plate 1 and a right ear plate 13, where the left ear plate 1 is fixedly connected to an abutment through an anchoring assembly, and the right ear plate 13 is fixedly connected to a bridge body through an anchoring assembly.
The left lug plate 1 and the auxiliary cylinder 4 are connected into a whole through a thread pair, the right lug plate 13 and the main cylinder 12 are connected into a whole through a thread pair, the auxiliary cylinder 4 and the main cylinder 12 are sleeved with an outer cylinder 6, the outer cylinder 6 and the auxiliary cylinder 4 are connected into a whole through a thread pair, and the main cylinder 12 and the auxiliary cylinder 4 are provided with limiting grooves to play a limiting role. Specifically, one end of the main cylinder 12 extends into the auxiliary cylinder 4, a limiting groove is formed in the main cylinder 12, a protrusion which is matched with the protrusion is formed in the auxiliary cylinder 4, and the protrusion which is arranged at the end of the main cylinder 12 is clamped in the groove of the auxiliary cylinder 4, so that the limiting effect is achieved.
A shearing energy consumption component is arranged between the main cylinder 12 and the outer cylinder 6, and a friction energy consumption component is arranged in the main cylinder 12.
The friction energy dissipation assembly comprises a friction pull rod 5, an inner wedge block 7 and an outer wedge block 8, the friction pull rod 5 is in threaded connection with the left lug plate 1 and extends into the auxiliary cylinder 4 and the main cylinder 12, and the inner wedge block 7 is sleeved on the friction pull rod 5 and limited by a stop 14 at the end part of the friction pull rod 5; the outer wedge-shaped block 8 is sleeved on the inner wedge-shaped block 7, and the outer wedge-shaped block 8 is abutted to the inner wall of the main cylinder 12.
The friction pull rod 5 is a bolt rod and comprises a rod part and a head part, threads are arranged on the rod part, the stop block 14 is the head part of the friction pull rod 5, and the inner wedge block 7 is clamped between the second adjusting nut 3 and the head part of the friction pull rod 5.
The inner wedge block 7 comprises two inner wedge block units which are oppositely arranged, and a gap is formed between the two inner wedge block units. The outer wedge block 8 comprises a plurality of outer wedge block units which are arranged in a surrounding mode, a gap exists between every two adjacent outer wedge block units, and the gap can be changed through the inner wedge block 7. The inner wedge-shaped block 7 can extrude the outer wedge-shaped block 8, the positive pressure between the outer wedge-shaped block 8 and the inner wall of the main cylinder 12 is changed, the sliding friction force is automatically adjusted, different damping forces are obtained, and the shock absorption requirements of the structure during strong shock and weak shock can be met simultaneously.
The left otic placode 1 is equipped with adjusting nut one 2, be equipped with adjusting nut two 3 on the friction pull rod 5, adjusting nut one 2 with the axis direction of adjusting nut two 3 with the axis direction of friction pull rod 5 is unanimous, adjusting nut one 2 with adjusting nut two 3 looks adaptations, adjusting nut one 2 with adjusting nut two 3 is the gear drive pair, extrudees through adjusting the gear drive pair interior wedge 7 with outer wedge 8.
The shearing energy dissipation assembly comprises a lead core 9, the lead core 9 is embedded in a gap ring groove between the main cylinder 12 and the outer cylinder 6, and the lead core 9 is a lead ring with a hollow annular structure.
An end cover 10 is arranged between the outer cylinder 6 and the master cylinder 12, and the outer cylinder 6 is in threaded connection with the end cover 10.
The auxiliary cylinder 4 and the end cover 10 are all provided with lead core collecting grooves, the auxiliary cylinder 4 and the end cover 10 are all provided with sealing grooves, sealing rings 11 are assembled in the sealing grooves, and the sealing rings 11 are metal sealing rings. Utilize vice jar 4, end cover 10 and metal seal circle seal lead 9 in main cylinder 12 and urceolus 6 clearance annular, are provided with the lead collecting vat simultaneously on vice jar 4 and the end cover 10, prevent that lead from spilling over the polluted environment. Specifically, the auxiliary cylinder 4 and the end cover 10 are respectively provided with 1 lead core collecting groove and 2 sealing grooves.
Under the condition of an earthquake, when horizontal thrust of the transverse bridge to the earthquake is transmitted to the right ear plate 13 through the structure, the main cylinder 12 moves leftwards relative to the auxiliary cylinder 4 under the action of external force, so that the friction resistance between the friction units (the inner wedge-shaped block 7 and the outer wedge-shaped block 8) and the inner wall of the main cylinder 12 is increased, the damping energy consumption is realized, meanwhile, the lead 9 between the outer cylinder 6 and the main cylinder 12 is driven to generate shearing deformation, the energy generated by the external force is converted into the heat energy of the lead 9, and the damping energy consumption is further realized.
Under the condition of an earthquake, when horizontal tension of the transverse bridge to the earthquake is transmitted to the right ear plate 13 through the structure, the main cylinder 12 moves rightwards relative to the auxiliary cylinder 4 under the action of external force, so that the friction resistance between the friction units (the inner wedge-shaped block 7 and the outer wedge-shaped block 8) and the inner wall of the main cylinder 12 is increased, the damping energy consumption is realized, meanwhile, the lead 9 between the outer cylinder 6 and the main cylinder 12 is driven to generate shearing deformation, the energy generated by the external force is converted into the heat energy of the lead 9, and the damping energy consumption is further realized.
Example 2
The difference between this embodiment and embodiment 1 is that, referring to fig. 5, a spring 15 is provided between the stopper 14 and the inner wedge 7 to ensure the attenuation of the preload force as much as possible.
Example 3
The difference between the present embodiment and embodiment 1 is that the gear pair between the first adjusting nut 2 and the second adjusting nut 3 is replaced by a worm gear or the like.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. A composite damper is characterized in that:
including left otic placode (1) and right otic placode (13), left side otic placode (1) is connected with vice jar (4), right otic placode (13) is connected with master cylinder (12), vice jar (4) with master cylinder (12) overcoat is equipped with urceolus (6), master cylinder (12) with be equipped with between urceolus (6) and cut the power consumption subassembly, master cylinder (12) inside is equipped with friction power consumption subassembly.
2. A compound damper as claimed in claim 1, wherein:
the left lug plate (1) and the auxiliary cylinder (4) are connected into a whole through a thread pair, the right lug plate (13) and the main cylinder (12) are connected into a whole through a thread pair, and the outer cylinder (6) and the auxiliary cylinder (4) are connected into a whole through a thread pair.
3. A compound damper as claimed in claim 2, wherein:
the friction energy dissipation assembly comprises a friction pull rod (5), an inner wedge block (7) and an outer wedge block (8), the friction pull rod (5) is connected with the left lug plate (1), the inner wedge block (7) is sleeved on the friction pull rod (5), the outer wedge block (8) is sleeved on the inner wedge block (7), and the outer wedge block (8) is abutted to the inner wall of the main cylinder (12).
4. A compound damper as claimed in claim 3, wherein:
the end part of the friction pull rod (5) is provided with a stop block (14) for limiting the inner wedge block (7).
5. The composite damper according to claim 4, characterized in that:
an elastic component is arranged between the stop block (14) and the inner wedge block (7).
6. A compound damper as claimed in claim 3, wherein:
the left ear plate (1) is provided with a first adjusting nut (2), a second adjusting nut (3) is arranged on the friction pull rod (5), the first adjusting nut (2) and the second adjusting nut (3) are gear transmission pairs, and the inner wedge block (7) and the outer wedge block (8) are extruded through the gear transmission pairs.
7. A compound damper as claimed in claim 1, wherein:
the shearing energy dissipation assembly comprises a lead core (9), and the lead core (9) is embedded in a gap ring groove of the main cylinder (12) and the outer cylinder (6).
8. A compound damper as claimed in claim 7, wherein:
an end cover (10) is arranged at the end part of the lead core (9), and the outer cylinder (6) is in threaded connection with the end cover (10).
9. A compound damper as claimed in claim 8, wherein:
and the auxiliary cylinder (4) and the end cover (10) are both provided with lead core collecting grooves.
10. A compound damper as claimed in claim 8, wherein:
the auxiliary cylinder (4) and the end cover (10) are both provided with sealing grooves, and sealing rings (11) are assembled in the sealing grooves.
CN202110798668.5A 2021-07-15 2021-07-15 Composite damper Pending CN113389296A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110798668.5A CN113389296A (en) 2021-07-15 2021-07-15 Composite damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110798668.5A CN113389296A (en) 2021-07-15 2021-07-15 Composite damper

Publications (1)

Publication Number Publication Date
CN113389296A true CN113389296A (en) 2021-09-14

Family

ID=77626178

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110798668.5A Pending CN113389296A (en) 2021-07-15 2021-07-15 Composite damper

Country Status (1)

Country Link
CN (1) CN113389296A (en)

Similar Documents

Publication Publication Date Title
CN102628252B (en) Speed locking device for seismic resistance of bridge
CN209429304U (en) A kind of double rank sliding friction dampers of brace type
CN111519783B (en) Assembled composite friction lead viscoelastic damper
CN112523376B (en) Self-resetting composite energy dissipation support for expanding displacement by using gear and opening inhaul cable by using pulley
CN111749120B (en) Viscous damping system, bridge comprising same and bridge damping method
CN107447644B (en) Seismic isolation and reduction system for large-span bridge
CN112342903A (en) Energy-consuming variable-rigidity anti-seismic bridge stop block based on magneto-rheological body
CN110173059B (en) SMA-wood friction damper with self-resetting function
CN110158803B (en) Multidirectional damping and pulling-out resisting device of vibration isolation support and vibration isolation and damping method thereof
CN110714546A (en) Self-adaptive buckling-restrained brace
CN111764527A (en) Memory alloy ring sliding friction self-resetting energy dissipation damper
CN111336204A (en) Vertical vibration isolation device
CN216075691U (en) Composite damper
CN215054172U (en) Composite damper with staged energy consumption
CN216516269U (en) Composite tension-compression type damper
CN113389296A (en) Composite damper
CN113152730A (en) Assembled composite energy dissipation shear wall
CN215405546U (en) Adjustable friction damper
CN114086662A (en) Friction energy dissipation damper, cantilever section friction energy dissipation beam column node and maintenance method thereof
CN210976144U (en) Fan-shaped friction energy dissipater
CN109306659B (en) Liquid viscous damper additionally provided with free micro-motion device
CN202644381U (en) Speed locking device used for bridge earthquake resistance
CN210421490U (en) SMA-wood friction damper with self-resetting function
CN218970308U (en) Composite damping wall
CN215406706U (en) Assembled composite energy dissipation shear wall

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination