CN1594775A - Semiactive piezoelectric friction damper - Google Patents

Semiactive piezoelectric friction damper Download PDF

Info

Publication number
CN1594775A
CN1594775A CN 200410020999 CN200410020999A CN1594775A CN 1594775 A CN1594775 A CN 1594775A CN 200410020999 CN200410020999 CN 200410020999 CN 200410020999 A CN200410020999 A CN 200410020999A CN 1594775 A CN1594775 A CN 1594775A
Authority
CN
China
Prior art keywords
steel plate
friction
sliding
plate
piezoelectric ceramic
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
CN 200410020999
Other languages
Chinese (zh)
Inventor
李宏男
李军
宋钢兵
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.)
Dalian University of Technology
Original Assignee
Dalian University of Technology
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 Dalian University of Technology filed Critical Dalian University of Technology
Priority to CN 200410020999 priority Critical patent/CN1594775A/en
Publication of CN1594775A publication Critical patent/CN1594775A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本发明涉及到一种半主动压电摩擦阻尼器,主要由管状压电陶瓷驱动器、管状力传感器、上钢板、下钢板、滑动钢板、摩擦片(黄铜或刹车垫)组成。其特征是上钢板、下钢板上开有螺孔,摩擦片与滑动钢板上开有镙孔和滑槽。预紧螺栓通过压电陶瓷驱动器的内孔和力传感器的内孔,将上钢板、下钢板、滑动钢板和摩擦片连接成一整体。此种半主动摩擦阻尼器既具加工方便、性能稳定、耗能能力强等特点,又能够根据工程结构的响应和地震动的信号,通过调节施加给压电陶瓷驱动器的电压,实时地改变滑动摩擦力的大小,具有自适应能力。本发明可通过V型支撑或斜支撑,连接到多高层建筑结构中,具有一定的经济和使用价值,能广泛地应用于土木工程结构消能减震领域。

Figure 200410020999

The invention relates to a semi-active piezoelectric friction damper, mainly composed of a tubular piezoelectric ceramic driver, a tubular force sensor, an upper steel plate, a lower steel plate, a sliding steel plate, and a friction plate (brass or brake pad). It is characterized in that there are screw holes on the upper steel plate and the lower steel plate, and screw holes and slide grooves are opened on the friction plate and the sliding steel plate. The pre-tightening bolt connects the upper steel plate, the lower steel plate, the sliding steel plate and the friction plate as a whole through the inner hole of the piezoelectric ceramic driver and the inner hole of the force sensor. This kind of semi-active friction damper not only has the characteristics of convenient processing, stable performance, and strong energy dissipation capacity, but also can change the sliding friction in real time by adjusting the voltage applied to the piezoelectric ceramic driver according to the response of the engineering structure and the signal of the earthquake. The size of the friction force has the ability of self-adaptation. The invention can be connected to multi-high-rise building structures through V-shaped supports or inclined supports, has certain economic and use values, and can be widely used in the field of energy dissipation and shock absorption of civil engineering structures.

Figure 200410020999

Description

Half active piezoelectric friction damper
Technical field
The invention belongs to civil engineering structure anti-seismic technology field, relate to the structure of half active piezoelectric friction damper.
Background technology
The effect of earthquake, high wind has constituted serious threat for the safety and the comfortableness of civil engineering structure.How to alleviate the response of engineering structures under dynamic loadings such as earthquake and wind effectively, improving antidetonation, the wind loading rating of structure and combating a natural disaster performance is one of problem anxious to be solved in the civil engineering subject.Traditional antidetonation strategy is that the rigidity, the intensity that rely on structure self is passively resisted the effect that earthquake motion and wind shake, under severe earthquake action, the damage or the destruction that must cause the partial component of structure, so not only uneconomical but also reach not quite to expected effect, and the modern structure vibration control technology is for the rational and effective approach that provides is provided.
The damping technology of passive energy-consumption damper is relatively ripe, yet as a kind of passive control device, it can not be according to purposes, load situation and the response of structure of structure and the structure self characteristics that changes in real time, thereby on using significant limitation is arranged.As be set in slidable friction energy dissipation device under the big shake effect, under little shake effect, but differ and slide surely, so can not play the energy-dissipating and shock-absorbing effect under little shake effect; In contrast, under little shake effect, set the friction energy dissipation device that slides,, cause the damping capacity under the big shake effect not enough because of fixing frictional force is too little.In order to overcome the shortcoming of above-mentioned passive power consumption frcition damper, with piezoelectric ceramic actuator and stable performance, easy to process, energy dissipation capacity is strong, and passive friction energy-dissipating system combines, and regulates the size of force of sliding friction in real time, can greatly improve the effect of energy-dissipating and shock-absorbing.
Summary of the invention
The purpose of this invention is to provide a kind of half active piezoelectric friction damper, to solve the technical deficiency that existing passive frcition damper can not be regulated force of sliding friction in real time according to the intensity of response of structure and earthquake motion with adaptive ability.
Technical scheme of the present invention is as follows:
This kind half be piezoelectric friction damper initiatively, is made up of tubular piezo-electric ceramic driver 3, tubulose power sensor 8, upper steel plate 5, lower steel plate 9, sliding steel plate 7, friction plate 6 (brass or skid).It is characterized in that: have screw 11 and 12,13 on upper steel plate 5, the lower steel plate 9, have Luo hole 14 and chute 15 on friction plate 6 and the sliding steel plate 7.Pretension bolt 2 is connected upper steel plate 5, lower steel plate 9, sliding steel plate 7 and friction plate 6 in aggregates by the endoporus of piezoelectric ceramic actuator 3 and the endoporus of power sensor 8.Can structural element such as the beam on sliding steel plate 7 and top, damper present position, floor 1 be connected by high-strength bolt 4, available support 10 is connected the bean column node of lower steel plate 9 with bottom, damper present position.
Pass to voltage on piezoelectric ceramic actuator 3, all piezoelectric ceramics crystal grain polarised directions are tending towards direction of an electric field, cause the relative displacement at the inner positive and negative charge of piezo ceramic element center, cause the distortion of piezoelectric ceramic actuator 3.The distortion of piezoelectric ceramic actuator 3 is lived in constraint, can produce power.Utilize this electrostriction effect of piezoelectric ceramic actuator 3, change the voltage that imposes on piezoelectric ceramic actuator 3, can change the normal pressure on upper steel plate 5, lower steel plate 9 and sliding steel plate 7 contact surfaces in real time, and then change the size of force of sliding friction, reach the purpose of optimizing energy-dissipating and shock-absorbing.
Effect of the present invention and benefit are the shortcomings that has overcome by dynamic friction, can utilize relative motion and adjustable frictional force of structural element and damper, the enhancement engineering structure is all safeties during uncertain earthquake when suffering amplitude, frequency spectrum and holding, and have the important strategic meaning to guaranteeing the stable and people life property safety when the calamity of country and society.
Description of drawings
Accompanying drawing 1 is the total structure schematic diagram of half active piezoelectric friction damper.
Among the figure: the beam of 1 structure or floor, 2 pretension bolts, 3 piezoelectric ceramic actuators, 4 high-strength bolts, 5 upper steel plates, 6 friction plates, 7 sliding steel plates, 8 power sensors, 9 lower steel plates, 10 connect support.
Accompanying drawing 2 is upper steel plate three-view diagrams.
Among the figure: a elevation, b vertical view, c left view, 11 Luo holes.
Accompanying drawing 3 is lower steel plate three-view diagrams.
Among the figure: d elevation, e vertical view, f left view, 12 Luo holes, 13 Luo holes.
Accompanying drawing 4 is sliding steel plate three-view diagrams.
Among the figure: g elevation, h vertical view, i left view, 14 Luo holes, 15 chutes.(annotate: friction plate and sliding steel plate specification, shape are identical, but material may difference)
The specific embodiment
Be described in detail implementation step of the present invention below in conjunction with technical scheme and accompanying drawing.
During enforcement, at first under little shake and big shake effect, engineering structures is analyzed, and according to the control algolithm that is adopted, determine minimum force of sliding friction and maximum force of sliding friction that half active piezoelectric friction damper will provide respectively, design half is the size and the parameter of piezoelectric friction damper initiatively; Secondly, process required upper steel plate 5, lower steel plate 9, sliding panel 7 and friction plate 6, design or purchase the piezoelectric ceramic actuator 3 and the power sensor 8 that meet design requirement; Once more, the normal pressure of minimum force of sliding friction correspondence as pretightning force, is imposed on piezoelectric ceramic actuator by pretension bolt 2, and each member is formed whole with bolt; At last, structural element such as the beam on sliding steel plate 7 and top, damper present position, plate 1 are connected, the bean column node of lower steel plate 9 with bottom, damper present position are connected with supporting 10 by high-strength bolt 4.

Claims (1)

1.一种半主动压电摩擦阻尼器,由管状压电陶瓷驱动器(3)、管状力传感器(8)、上钢板(5)、下钢板(9)、滑动钢板(7)、摩擦片(6)组成,其特征是上钢板(5)、下钢板(9)上分别开有螺孔(11和12、13),摩擦片(6)与滑动钢板(7)上开有镙孔(14)和滑槽(15),预紧螺栓(2)通过压电陶瓷驱动器(3)的内孔和力传感器(8)的内孔,将上钢板(5)、下钢板(9)、摩擦片(6)和滑动钢板(7)连接成一整体,根据减震性能要求,通过调节施加给压电陶瓷驱动器(3)的电压,可实时改变滑动摩擦力的大小。1. A semi-active piezoelectric friction damper is composed of tubular piezoelectric ceramic driver (3), tubular force sensor (8), upper steel plate (5), lower steel plate (9), sliding steel plate (7), friction plate ( 6) Composition, which is characterized in that the upper steel plate (5) and the lower steel plate (9) are respectively provided with screw holes (11 and 12, 13), and the friction plate (6) and the sliding steel plate (7) are provided with screw holes (14 ) and chute (15), the pre-tightening bolt (2) passes through the inner hole of the piezoelectric ceramic driver (3) and the inner hole of the force sensor (8), and the upper steel plate (5), the lower steel plate (9), the friction plate (6) is connected with the sliding steel plate (7) as a whole, and the magnitude of the sliding friction force can be changed in real time by adjusting the voltage applied to the piezoelectric ceramic driver (3) according to the shock absorption performance requirements.
CN 200410020999 2004-07-16 2004-07-16 Semiactive piezoelectric friction damper Pending CN1594775A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200410020999 CN1594775A (en) 2004-07-16 2004-07-16 Semiactive piezoelectric friction damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200410020999 CN1594775A (en) 2004-07-16 2004-07-16 Semiactive piezoelectric friction damper

Publications (1)

Publication Number Publication Date
CN1594775A true CN1594775A (en) 2005-03-16

Family

ID=34663323

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200410020999 Pending CN1594775A (en) 2004-07-16 2004-07-16 Semiactive piezoelectric friction damper

Country Status (1)

Country Link
CN (1) CN1594775A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153482A (en) * 2014-09-05 2014-11-19 大连理工大学 Frame-shear piezoelectric friction damping device
CN105926796A (en) * 2016-06-21 2016-09-07 山东大学 Piezoelectric damping intelligent tuning vibration reduction control device
CN107905606A (en) * 2017-09-26 2018-04-13 同济大学 Adjustable friction damper
CN108035452A (en) * 2017-12-18 2018-05-15 黄淮学院 A kind of piezoelectricity becomes friction leading type composite shock-absorbing device
CN106787941B (en) * 2016-11-29 2018-11-13 河南科技大学 Two step gradient method of dynamic for WSN active piezoelectric energy supply systems
CN111021569A (en) * 2019-12-11 2020-04-17 中冶建设高新工程技术有限责任公司 Piezoelectric semi-active friction type assembling steel structure
CN111827506A (en) * 2020-07-29 2020-10-27 黄淮学院 A dual piezoelectric semi-active inertial mass damper

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153482A (en) * 2014-09-05 2014-11-19 大连理工大学 Frame-shear piezoelectric friction damping device
CN104153482B (en) * 2014-09-05 2016-07-06 大连理工大学 The shearing piezoelectricity friction damping unit of frame structure
CN105926796A (en) * 2016-06-21 2016-09-07 山东大学 Piezoelectric damping intelligent tuning vibration reduction control device
CN105926796B (en) * 2016-06-21 2017-10-27 山东大学 Piezo-electric damping intelligent tuning damping control device
CN106787941B (en) * 2016-11-29 2018-11-13 河南科技大学 Two step gradient method of dynamic for WSN active piezoelectric energy supply systems
CN107905606A (en) * 2017-09-26 2018-04-13 同济大学 Adjustable friction damper
CN108035452A (en) * 2017-12-18 2018-05-15 黄淮学院 A kind of piezoelectricity becomes friction leading type composite shock-absorbing device
CN108035452B (en) * 2017-12-18 2024-01-30 黄淮学院 Piezoelectric variable friction leading type composite damping device
CN111021569A (en) * 2019-12-11 2020-04-17 中冶建设高新工程技术有限责任公司 Piezoelectric semi-active friction type assembling steel structure
CN111021569B (en) * 2019-12-11 2024-12-06 中冶建设高新工程技术有限责任公司 A piezoelectric semi-active friction type assembly steel structure
CN111827506A (en) * 2020-07-29 2020-10-27 黄淮学院 A dual piezoelectric semi-active inertial mass damper
CN111827506B (en) * 2020-07-29 2021-09-21 黄淮学院 Dual-piezoelectric semi-active inerter mass damper

Similar Documents

Publication Publication Date Title
CN101196017B (en) Composite shape memory alloy friction damper
CN201944181U (en) Compound low yield point metal-viscoplastic damper
CN104763069A (en) SMA-piezoelectric frictional combined damper
CN101333829B (en) Vertical limit type lead shear three-dimensional vibration isolation device
CN112240062B (en) Three-dimensional shock insulation structure system
CN105887668B (en) Bridge vibration absorption and isolation support and cable-stayed bridge, suspension bridge support construction
CN206467556U (en) A kind of spring-rubber damping device with multistage function of seismic resistance
CN101216087A (en) Plate variable friction damper
CN105780640A (en) Resettable shape memory alloy (SMA) multidimensional vibration isolating support
CN201148675Y (en) Composite shape memory alloy friction damper
CN1594775A (en) Semiactive piezoelectric friction damper
CN102051924A (en) Intelligent piezoelectric damping control device
CN1096534C (en) Vertical earthquake isolating equipment for engineering structure
CN108797310A (en) A kind of bridge high-speed anti-impact wide frequency domain isolator
CN106639456A (en) Back pressure disc-shaped spring damper with adjustable rigidity
CN201261919Y (en) Vertical limit type lead shear three-dimensional vibration isolation device
CN106369094B (en) A kind of pull rod guide type disk spring damper
CN110985579B (en) High-damping self-limiting shock isolation device and use method thereof
CN106437262A (en) Disc-shaped spring damper with rigidity capable of being preset
CN201310131Y (en) shock control device
CN200989012Y (en) Piezoelectric friction damper
CN105040852A (en) Prestress viscoelastic damper
CN112081260A (en) Novel steel bar rotary friction damper
CN106245783A (en) A kind of compounded shock isolating pedestal that three-dimensional energy-consumption is provided
CN205475810U (en) Multiply wood type shape memory alloy piezoelectricity friction damper

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication