[go: up one dir, main page]

CN101736829B - A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device - Google Patents

A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device Download PDF

Info

Publication number
CN101736829B
CN101736829B CN2009102545897A CN200910254589A CN101736829B CN 101736829 B CN101736829 B CN 101736829B CN 2009102545897 A CN2009102545897 A CN 2009102545897A CN 200910254589 A CN200910254589 A CN 200910254589A CN 101736829 B CN101736829 B CN 101736829B
Authority
CN
China
Prior art keywords
piezoelectric
layer sleeve
sleeve
control device
seismic control
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.)
Expired - Fee Related
Application number
CN2009102545897A
Other languages
Chinese (zh)
Other versions
CN101736829A (en
Inventor
王社良
马乾瑛
朱军强
代剑波
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.)
Xian University of Architecture and Technology
Original Assignee
Xian University of Architecture and 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 Xian University of Architecture and Technology filed Critical Xian University of Architecture and Technology
Priority to CN2009102545897A priority Critical patent/CN101736829B/en
Publication of CN101736829A publication Critical patent/CN101736829A/en
Application granted granted Critical
Publication of CN101736829B publication Critical patent/CN101736829B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

本发明提供的压电套筒式拉压双向受力主动抗震控制装置,包括外层套筒,设置于外层套筒上部的紧固换力螺母,穿过紧固换力螺母的第一连接杆;设置于外层套筒下部的第二连接杆;外层套筒内设置有中空结构的内层套筒,内层套筒内放置有压电堆;内层套筒的上端与紧固换力螺母通过螺栓固连;内层套筒上端部与压电堆上端部之间设置有第一传递端板;内层套筒下端部与压电堆下端部之间设置有带铰的第二传递端板;外套筒下端内侧设置有在运动过程中与第二传递端板铰相接触的凸块。其解决抗震控制装置工作效率低的技术问题,具有对环境的适应能力强等优点。

Figure 200910254589

The piezoelectric sleeve-type tension-compression two-way active anti-seismic control device provided by the present invention includes an outer sleeve, a fastening force changing nut arranged on the upper part of the outer layer sleeve, and a first connection through the fastening force changing nut. rod; the second connecting rod arranged at the lower part of the outer sleeve; the outer sleeve is provided with a hollow inner sleeve, and a piezoelectric stack is placed in the inner sleeve; the upper end of the inner sleeve is fastened to The force-changing nut is fixedly connected by bolts; a first transmission end plate is arranged between the upper end of the inner sleeve and the upper end of the piezoelectric stack; a hinged second end plate is arranged between the lower end of the inner sleeve and the lower end of the piezoelectric stack. Two transmission end plates; the inner side of the lower end of the outer sleeve is provided with a projection that is in hinge contact with the second transmission end plate during movement. It solves the technical problem of low working efficiency of the anti-seismic control device, and has the advantages of strong adaptability to the environment and the like.

Figure 200910254589

Description

一种压电套筒式拉压双向受力主动抗震控制装置A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device

技术领域 technical field

本发明涉及土木工程抗震控制领域,具体涉及一种压电套筒式拉压双向受力主动抗震控制装置。The invention relates to the field of anti-seismic control of civil engineering, in particular to a piezoelectric sleeve-type active anti-seismic control device for tension and compression bidirectional force.

背景技术 Background technique

随着建筑物跨度增大、高度增加以及结构形式日益复杂化,对结构的安全性和舒适度也提出了更高的要求。通过控制技术消除或减弱不利因素产生的影响得到了越来越多设计者的重视,其中,被动、半主动控制技术在土木工程中的应用得到了很好的研究及应用,而严重依赖于驱动装置的主动控制技术,则由于传统振动控制驱动装置响应慢、出力小、冲程小等因素影响,其应用受到了很大限制。传统的主动抗震控制驱动装置通常只能够实现单向受压抗震控制,且不能满足较大位移变形的需求,另外对环境的适应能力也较差,工作效率也比较低下。With the increase in span, height and structure of buildings, higher requirements are placed on the safety and comfort of structures. Eliminating or reducing the influence of unfavorable factors through control technology has attracted more and more attention from designers. Among them, the application of passive and semi-active control technology in civil engineering has been well researched and applied, and it relies heavily on the driving The active control technology of the device is greatly limited due to factors such as slow response, small output, and small stroke of the traditional vibration control drive device. The traditional active anti-seismic control drive device can usually only achieve unidirectional compression anti-seismic control, and cannot meet the needs of large displacement and deformation. In addition, it has poor adaptability to the environment and low work efficiency.

发明内容 Contents of the invention

为了解决现有主动抗震控制装置对环境的适应能较差,工作效率低的技术问题,本发明提供一种压电套筒式拉压双向受力主动抗震控制装置。In order to solve the technical problems of poor adaptability to the environment and low work efficiency of the existing active anti-seismic control device, the present invention provides a piezoelectric sleeve-type active anti-seismic control device under tension and compression bidirectional force.

本发明的技术方案如下:Technical scheme of the present invention is as follows:

本发明提供的压电套筒式拉压双向受力主动抗震控制装置包括外层套筒,设置于外层套筒上端部的紧固换力螺母,穿过紧固换力螺母的第一连接杆;设置于外层套筒下端部的第二连接杆;所述外层套筒内设置有中空结构的内层套筒,所述内层套筒内放置有压电堆;所述内层套筒的上端与紧固换力螺母通过螺栓固连;所述内层套筒上端部与压电堆上端部之间设置有第一传递端板;所述内层套筒下端部与压电堆下端部之间设置有带铰的第二传递端板;所述外套筒下端内侧设置有在运动过程中与第二传递端板铰相接触的凸块。The piezoelectric sleeve-type tension-compression two-way active anti-seismic control device provided by the present invention includes an outer sleeve, a fastening power-changing nut arranged on the upper end of the outer layer sleeve, and a first connection through the fastening power-changing nut. rod; a second connecting rod arranged at the lower end of the outer sleeve; an inner sleeve with a hollow structure is arranged in the outer sleeve, and a piezoelectric stack is placed in the inner sleeve; the inner sleeve The upper end of the sleeve and the fastening force changing nut are fixedly connected by bolts; a first transmission end plate is arranged between the upper end of the inner layer sleeve and the upper end of the piezoelectric stack; the lower end of the inner layer sleeve and the piezoelectric stack A hinged second transfer end plate is arranged between the lower ends of the stack; a projection is arranged on the inner side of the lower end of the outer sleeve to contact the second transfer end plate hinge during movement.

根据本发明的一优选技术方案,所述的外层套筒与内层套筒上、下两端之间设有空隙。According to a preferred technical solution of the present invention, gaps are provided between the upper and lower ends of the outer sleeve and the inner sleeve.

根据本发明的一优选技术方案,所述的外层套筒与内层套筒上、下两端之间设置有螺栓。According to a preferred technical solution of the present invention, bolts are provided between the upper and lower ends of the outer sleeve and the inner sleeve.

根据本发明的一优选技术方案,所述铰为半圆球形。According to a preferred technical solution of the present invention, the hinge is semi-spherical.

根据本发明的一优选技术方案,所述压电堆为长方体或圆柱体。According to a preferred technical solution of the present invention, the piezoelectric stack is a cuboid or a cylinder.

本发明的优点如下:The advantages of the present invention are as follows:

1.运用压电堆这一新型智能材料应用于土木工程的主动控制系统,实现了结构抗震的新途径,在控制主动过程中具有较好的灵活性、智能性、高效性和对环境的适应能力强等优点。1. Using the piezoelectric stack, a new type of intelligent material, to be applied to the active control system of civil engineering has realized a new way of structure anti-seismic, and has good flexibility, intelligence, high efficiency and adaptability to the environment in the process of active control Ability and other advantages.

2.构造简单实用,性能可靠,将拉力转化为压力充分发挥压电堆受压性能好的性能,比较符合土木结构抗震受力性能特点。2. The structure is simple and practical, and the performance is reliable. The tensile force is converted into pressure to give full play to the good performance of the piezoelectric stack, which is more in line with the characteristics of the seismic performance of civil structures.

附图说明: Description of drawings:

图1为本发明的结构示意图;Fig. 1 is a structural representation of the present invention;

图2为本发明的A-A方向的剖面视图;Fig. 2 is the sectional view of A-A direction of the present invention;

图3为本发明的B-B方向的剖面视图;Fig. 3 is the sectional view of B-B direction of the present invention;

图4为本发明的C-C方向的剖面视图。Fig. 4 is a cross-sectional view along C-C direction of the present invention.

附图标记说明:Explanation of reference signs:

外层套筒1,紧固换力螺母2,第一连接杆3;第二连接杆4,第一凸块601;螺栓5;内层套筒6,第二凸块401;压电堆7,第一传递端板8;第二传递端板9;铰10;调节螺栓11。Outer sleeve 1, fastening force changing nut 2, first connecting rod 3; second connecting rod 4, first bump 601; bolt 5; inner sleeve 6, second bump 401; piezoelectric stack 7 , The first transmission end plate 8; the second transmission end plate 9; hinge 10; adjusting bolt 11.

具体实施方式: Detailed ways:

下面结合附图对本发明做进一步说明:The present invention will be further described below in conjunction with accompanying drawing:

参见图1-图4所示,本发明提供的压电套筒式双向主动抗震控制装置,包括外层套筒1,设置于外层套筒1上端部的紧固换力螺母2,穿过紧固换力螺母2的第一连接杆3;设置于外层套筒1下端部的第二连接杆4;外层套筒1内设置有中空结构的内层套筒6,内层套筒6内放置有为长方体或圆柱体形的压电堆7;内层套筒的上端与固换力螺母2通过螺栓5固定连接;内层套筒6上端部与压电堆7上端部之间设置有第一传递端板8;内层套筒6下端部与压电堆7下端部之间设置有带半球形铰10的第二传递端板9;内套筒6上端面内壁上设置有在运动过程中与第一传递端板8相接触的第一凸块601;外层套筒1下端内侧设置有在运动过程中与第二传递端板9的铰10相接触的椭圆型第二凸块401。外层套筒与内层套筒上下两端之间设置有调节螺栓11。由于压电材料具有正逆压电效应,因此既可以做传感器又可以做驱动器,但是一般压电材料的压电应变系数很小,即使施加很大的电压,输出位移也较小。本申请中的压电堆为多组压电片在力学上串联、电学上并联的结构,它使各压电片产生的位移可以叠加输出,增加了位移输出量。Referring to Fig. 1-Fig. 4, the piezoelectric sleeve-type two-way active anti-seismic control device provided by the present invention includes an outer sleeve 1, and a fastening force changing nut 2 arranged on the upper end of the outer sleeve 1 passes through the Fasten the first connecting rod 3 of the force-changing nut 2; the second connecting rod 4 arranged at the lower end of the outer sleeve 1; the outer sleeve 1 is provided with an inner sleeve 6 with a hollow structure, and the inner sleeve A piezoelectric stack 7 in the shape of a cuboid or cylinder is placed inside 6; the upper end of the inner sleeve is fixedly connected to the fixed force nut 2 through bolts 5; the upper end of the inner sleeve 6 and the upper end of the piezoelectric stack 7 are arranged There is a first transmission end plate 8; a second transmission end plate 9 with a hemispherical hinge 10 is provided between the lower end of the inner sleeve 6 and the lower end of the piezoelectric stack 7; The first protrusion 601 that contacts the first transfer end plate 8 during movement; the inner side of the lower end of the outer sleeve 1 is provided with an elliptical second protrusion that contacts the hinge 10 of the second transfer end plate 9 during movement. Block 401. Adjusting bolts 11 are arranged between the upper and lower ends of the outer sleeve and the inner sleeve. Since the piezoelectric material has positive and negative piezoelectric effects, it can be used as both a sensor and a driver. However, the piezoelectric gauge coefficient of a general piezoelectric material is very small, and the output displacement is small even if a large voltage is applied. The piezoelectric stack in this application is a structure in which multiple sets of piezoelectric sheets are mechanically connected in series and electrically connected in parallel, which enables the displacement generated by each piezoelectric sheet to be superimposed and output, increasing the displacement output.

本发明的工作原理如下:The working principle of the present invention is as follows:

本发明适用于结构抗震主动控制中,嵌固于结构普通杆件中间,由第一连接杆和第二连接杆分别与普通杆件连接,传递拉力或者压力,紧固换力螺母2与内层套筒6的上端通过通过螺栓5固定连接;当杆件受到压力作用时,外层套筒下端与内层套筒的上端相对运动,压电堆受压;当第一连接杆和第二连接杆受拉时,外层套筒上端与内层套筒下端相对运动,同样使压电堆受压。从而使压电堆受压性能良好的特性得到了充分发挥。内、外套筒端板与压电堆之间通过第一传递端板和第二传递端板传力,第一传递端板与压电堆之间以及第二传递端板与内层套筒之间通过半圆形球铰传力,可以实现铰接,从而避免弯矩传递。当将调节螺栓拧紧时,外层套筒和内层套筒相互之间共同工作,此时为普通构件。The present invention is suitable for active anti-seismic control of structures, and is embedded in the middle of ordinary rods of the structure. The first connecting rod and the second connecting rod are respectively connected to the ordinary rods to transmit tension or pressure, and fasten the force-changing nut 2 and the inner layer. The upper end of the sleeve 6 is fixedly connected by the bolt 5; when the rod is under pressure, the lower end of the outer sleeve and the upper end of the inner sleeve move relatively, and the piezoelectric stack is pressed; when the first connecting rod and the second connecting rod When the rod is pulled, the upper end of the outer sleeve moves relative to the lower end of the inner sleeve, which also presses the piezoelectric stack. Therefore, the characteristic of good pressure performance of the piezoelectric stack is brought into full play. The force is transmitted between the inner and outer sleeve end plates and the piezoelectric stack through the first transfer end plate and the second transfer end plate, between the first transfer end plate and the piezoelectric stack and between the second transfer end plate and the inner sleeve The force can be transmitted through the semicircular spherical hinge, and the hinge can be realized, thereby avoiding the transmission of bending moment. When the adjusting bolt is tightened, the outer sleeve and the inner sleeve work together, which is a common component at this time.

本发明根据压电堆受压性能强的特点,将拉力转化为压力且不承受弯矩的压电抗震装置,克服了以往相近的主动抗震控制装置只能够实现单向抗震控制,并且不能满足较大位移变形的需求的问题,本发明提供的技术方案更加符合土木工程结构的受力特征,能够更好的提高结构在地震荷载下的抗震性能。According to the characteristics of strong compressive performance of the piezoelectric stack, the present invention converts the tensile force into a pressure and does not bear the bending moment. The piezoelectric anti-seismic device overcomes the similar active anti-seismic control devices in the past that can only realize one-way anti-seismic control, and cannot meet the relatively high requirements. For the problem of large displacement and deformation requirements, the technical solution provided by the present invention is more in line with the mechanical characteristics of civil engineering structures, and can better improve the seismic performance of structures under seismic loads.

以上内容是结合具体的优选技术方案对本发明所作的进一步详细说明,不能认定本发明的具体实施只局限于这些说明。对于本发明所属技术领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干简单推演或替换,都应当视为属于本发明的保护范围。The above content is a further detailed description of the present invention in combination with specific preferred technical solutions, and it cannot be assumed that the specific implementation of the present invention is limited to these descriptions. For those of ordinary skill in the technical field of the present invention, without departing from the concept of the present invention, some simple deduction or replacement can be made, which should be regarded as belonging to the protection scope of the present invention.

Claims (5)

1. a piezoelectric telescope-feed tension compression bidirectional stress initiative anti-seismic control device comprises outer layer sleeve, is arranged at the fastening force changing nut of outer layer sleeve upper end, passes the head rod of fastening force changing nut; Be arranged at second connecting rod of outer layer sleeve bottom; It is characterized in that: be provided with the inner layer sleeve of hollow structure in the said outer layer sleeve, be placed with piezoelectric pile in the said inner layer sleeve; The upper end and the fastening force changing nut of said inner layer sleeve are connected through bolt; Be provided with first transmission end plate between said inner layer sleeve upper end and the piezoelectric pile upper end; Be provided with second transmission end plate of band hinge between said inner layer sleeve bottom and the piezoelectric pile bottom; Said inner layer sleeve upper surface inwall is provided with in motion process and contacted first projection of first transmission end plate; Inboard, said outer layer sleeve lower surface is provided with in motion process and cuts with scissors contacted second projection with second transmission end plate.
2. a kind of piezoelectric telescope-feed tension compression bidirectional stress initiative anti-seismic control device according to claim 1 is characterized in that: be provided with the space between described outer layer sleeve and the inner layer sleeve upper/lower terminal.
3. a kind of piezoelectric telescope-feed tension compression bidirectional stress initiative anti-seismic control device according to claim 2 is characterized in that: between described outer layer sleeve and the inner layer sleeve upper/lower terminal adjusting bolt is set.
4. a kind of piezoelectric telescope-feed tension compression bidirectional stress initiative anti-seismic control device according to claim 3 is characterized in that: said hinge is that semicircle is spherical.
5. a kind of piezoelectric telescope-feed tension compression bidirectional stress initiative anti-seismic control device according to claim 4 is characterized in that: said piezoelectric pile is cuboid or cylinder.
CN2009102545897A 2009-12-29 2009-12-29 A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device Expired - Fee Related CN101736829B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009102545897A CN101736829B (en) 2009-12-29 2009-12-29 A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009102545897A CN101736829B (en) 2009-12-29 2009-12-29 A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device

Publications (2)

Publication Number Publication Date
CN101736829A CN101736829A (en) 2010-06-16
CN101736829B true CN101736829B (en) 2012-02-08

Family

ID=42460812

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009102545897A Expired - Fee Related CN101736829B (en) 2009-12-29 2009-12-29 A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device

Country Status (1)

Country Link
CN (1) CN101736829B (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102966200A (en) * 2012-11-26 2013-03-13 西安建筑科技大学 Piezoelectric semiactive friction damper
CN103469922B (en) * 2013-09-12 2015-09-23 南京工业大学 Device for intelligently detecting maintenance-free steel-composite material buckling restrained brace
CN104196942B (en) * 2014-07-10 2016-12-07 长安大学 A kind of active damping vibration isolating suspension device
CN104947824B (en) * 2015-04-30 2017-06-23 东南大学 A kind of bridging type self-centering friction damped braced
CN105864353A (en) * 2016-06-12 2016-08-17 哈尔滨工程大学 Inertia-type hybrid vibration isolator based on piezoelectric stack
CN106401256A (en) * 2016-10-17 2017-02-15 南京大德减震科技有限公司 Initial rigidity adjustable rubber air spring damper
CN106567584A (en) * 2016-10-17 2017-04-19 南京大德减震科技有限公司 Three-dimensional shock isolation device with vertical initial stiffness capable of being preset
CN113224971B (en) * 2021-06-04 2024-08-02 苏州丰泰医疗科技有限公司 Pen-type piezoelectric ceramic stack displacement device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013586A (en) * 2000-06-30 2002-01-18 Hitachi Zosen Corp Seismic devices for structures
JP2004092156A (en) * 2002-08-30 2004-03-25 Shimizu Corp Structural damping structure
CN101238265A (en) * 2005-05-24 2008-08-06 杰弗里·约翰·汤普森 Energy absorbing and force limiting friction coupling
CN101250909A (en) * 2008-03-28 2008-08-27 东南大学 Piezoelectric friction smart damper
CN101565973A (en) * 2009-04-25 2009-10-28 大连理工大学 Magnetorheological-shape memory alloy hollow ball intelligent vibration isolator

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013586A (en) * 2000-06-30 2002-01-18 Hitachi Zosen Corp Seismic devices for structures
JP2004092156A (en) * 2002-08-30 2004-03-25 Shimizu Corp Structural damping structure
CN101238265A (en) * 2005-05-24 2008-08-06 杰弗里·约翰·汤普森 Energy absorbing and force limiting friction coupling
CN101250909A (en) * 2008-03-28 2008-08-27 东南大学 Piezoelectric friction smart damper
CN101565973A (en) * 2009-04-25 2009-10-28 大连理工大学 Magnetorheological-shape memory alloy hollow ball intelligent vibration isolator

Also Published As

Publication number Publication date
CN101736829A (en) 2010-06-16

Similar Documents

Publication Publication Date Title
CN101736829B (en) A piezoelectric sleeve-type tension-compression bidirectional force active anti-seismic control device
US7732994B2 (en) Non-linear piezoelectric mechanical-to-electrical generator system and method
CN107217899B (en) A self-resetting amplified displacement shape memory alloy damper
CN112240062B (en) Three-dimensional shock insulation structure system
CN201843226U (en) Variable-rigidity friction type energy-consumption damping device
CN102345702A (en) Piezoelectric stacking type self-energy supply hydraulic buffer
CN101250909B (en) Piezoelectric friction smart damper
CN106218339A (en) Damping and stabilizing mechanism for omni-directional moving platform
JP2017099429A (en) Dielectric elastomer operation device
CN102664556A (en) Piezoelectric energy harvester for recovering pressure pulsation energy of liquid
CN101769015B (en) Tensile Mechanism of Laminated Rubber Seismic Isolation Bearing
CN106704761A (en) Multi-dimensional viscoelastic vibration isolation and reduction device for pipeline structure
CN200940296Y (en) A laminated rubber shock-isolation bearing with tensile effect
CN102182258A (en) Double-layer multi-dimensional shock isolation/absorption device
JP2013104438A (en) Spring device
CN201635209U (en) An active anti-seismic control device under tension and compression two-way force
CN108035598A (en) A kind of half active/passive mixing damping device
CN207620963U (en) A kind of raft formula wave energy generating set based on piezoelectric effect
CN206848301U (en) A kind of piezoelectric type high-frequency vibrating table
CN206957318U (en) SMA alloy wire self-resetting damper
CN2590272Y (en) Double directional intelligent driver
CN110752780B (en) A Piezoelectric Energy Harvester for Pipeline Airflow Detection System
CN103276830A (en) Lead shear damper
CN207080002U (en) A kind of Self-resetting displacement enlargement type marmem damper
CN209146211U (en) A multi-stable eccentric pressure plate type axial vibration isolation device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120208

Termination date: 20121229