阅读说明：本技术 一种剪切型变刚度粘弹性装置及其工作方法 (Shear type variable-rigidity viscoelastic device and working method thereof ) 是由 张中文 陈励纬 徐赵东 于 2020-06-29 设计创作，主要内容包括：本发明公开了一种剪切型变刚度粘弹性消能装置及其工作方法,装置由刚性框架、弯曲弹簧钢片、连接块和粘弹性材料层组成。弯曲弹簧钢片由多个钢制薄片组叠而成,钢制薄片两端分别与刚性框架和连接块伸入刚性框架内的部分固定连接,粘弹性材料层填充于弯曲弹簧钢片中最外侧的两个钢制薄片与刚性框架之间的空隙。本装置可以在不同剪切荷载作用下,根据刚度和阻尼力需求以不同的工作状态适应和调整刚度及阻尼性能,达到减振消能的最优效果。(The invention discloses a shearing type variable-stiffness viscoelastic energy dissipation device and a working method thereof. The bending spring steel sheet is formed by stacking a plurality of steel sheets, two ends of each steel sheet are fixedly connected with the rigid frame and the part of the connecting block extending into the rigid frame respectively, and the viscoelastic material layer is filled in a gap between the two steel sheets on the outermost side in the bending spring steel sheet and the rigid frame. The device can adapt and adjust the rigidity and the damping performance in different working states according to the requirements of the rigidity and the damping force under the action of different shear loads, thereby achieving the optimal effect of vibration reduction and energy dissipation.)

1. A shear type variable stiffness viscoelastic device, characterized in that:

the method comprises the following steps: a pair of variable rigidity working units and a middle connecting block, wherein the two variable rigidity working units are connected and fixed and transmit force through the middle connecting block,

the first variable stiffness working unit comprises a first rigid frame, a convex bending spring steel sheet and a viscoelastic material layer, wherein the convex bending spring steel sheet comprises a plurality of convex bending spring steel sheets, the convex bending spring steel sheets are uniformly and horizontally arranged in the first rigid frame at intervals along the height direction of the rigid frame, one end of each convex bending spring steel sheet is fixedly connected with the inner wall of the first rigid frame, and the other end of each convex bending spring steel sheet is fixedly connected with the part of the connecting block extending into the first rigid frame;

viscoelastic material layers are filled between the upwards convex bent spring steel sheet at the top and the first rigid frame and between the upwards convex bent spring steel sheet at the bottom and the first rigid frame on the first variable stiffness working unit;

the second variable stiffness working unit comprises a second rigid frame, a plurality of concave bending spring steel sheets and a viscoelastic material layer, wherein the concave bending spring steel sheets comprise a plurality of sheets, the plurality of concave bending spring steel sheets are uniformly and horizontally arranged in the second rigid frame at intervals along the height direction of the rigid frame, one end of each concave bending spring steel sheet is fixedly connected with the inner wall of the second rigid frame, and the other end of each concave bending spring steel sheet is fixedly connected with the part of the connecting block extending into the second rigid frame;

and viscoelastic material layers are filled between the concave bending spring steel sheet and the second rigid frame at the top and between the concave bending spring steel sheet and the second rigid frame at the bottom on the second variable stiffness working unit.

2. The shear-type variable stiffness viscoelastic device according to claim 1, wherein: the bending spring steel sheets in the two variable stiffness working units are formed by stacking a plurality of steel sheets.

3. The shear-type variable stiffness viscoelastic device according to claim 2, wherein: viscoelastic material layers are embedded among the steel sheets of the bent spring steel sheet.

4. The shear-type variable stiffness viscoelastic device according to claim 1, wherein: the connecting block stretches into the middle position of the rigid frame, and the bent spring steel sheets are symmetrically arranged on the left side and the right side of the connecting block.

5. A working method of the shear type variable-stiffness viscoelastic device based on any one of claims 1 to 4 is characterized in that the bending directions of the curvatures of the two sides of the device are opposite, so that the device sends a pseudo-yield phenomenon by the elastic snap of the spring steel sheets in a bidirectional shear load;

when the embedded component is sheared and deformed, the two working units of the device correspondingly generate dislocation, and the deformation condition determines the working state of the device:

when the deformation is small, the two working units do small dislocation relative to the connecting block, the bent spring steel sheets connecting the two working units deform to absorb energy, meanwhile, the connecting block and the bent spring steel sheets at the end part of one side in the rigid frame extrude viscoelastic materials at the side to further dissipate the energy, and the whole device keeps large rigidity;

when the large deformation occurs, the two working units generate large dislocation relative to the connecting block, the bent spring steel sheets are dragged by the reverse dislocation of the rigid frame and the connecting block of the working units, when the dislocation displacement reaches a certain value, the convex direction of the bent spring steel sheets can be suddenly changed to be opposite to the original direction, the bent spring steel sheets on the two sides can respectively extrude and stretch the viscoelastic material layer, in the process, the integral rigidity of the device is obviously changed, the pseudo-yield phenomenon is sent, the integral rigidity of the structure is adjusted, the environment excitation excellent frequency interval is avoided, in the large deformation, the device is limited by the bent spring sheets with reverse curvature, and the viscoelastic material is protected from generating excessive deformation.

6. The working method of the shear type variable stiffness viscoelastic device as claimed in claim 5, wherein the device is implemented by adjusting the thickness of the viscoelastic material layer at the two ends of the working unit when the stiffness and the damping force of the device need to be adjusted slightly according to the performance requirements of the structure.

7. The working method of the shear type variable stiffness viscoelastic device according to claim 1, as recited in claim 5, is implemented by adjusting the number and bending degree of the bent spring steel sheets in the working unit when the stiffness and damping force of the device are required to be adjusted greatly according to the performance requirements of the structure.

Technical Field

The invention mainly relates to the field of structural vibration control, in particular to a shearing type variable-rigidity viscoelastic device and a corresponding working method thereof.

Background

Viscoelastic energy dissipation and shock absorption technology is a popular vibration control technology. The vibration control device has the advantages of strong energy dissipation capability, simple and reliable structure, energy dissipation and shock absorption without dependence on plastic deformation, and is widely applied to vibration control in various fields such as civil engineering, machinery, aviation, ships and the like.

However, the stiffness energy dissipation characteristic of the viscoelastic damping device is related to the temperature frequency, so that the viscoelastic damping device is difficult to adjust greatly and accurately, and the stiffness damping requirement of optimally controlling the structural dynamic response in the excitation of a complex random environment cannot be considered. How to accurately control the viscoelastic energy dissipater to generate nonlinear mechanical phenomena such as rigidity change, strengthening, softening and the like is one of the key problems in the field of vibration control.

Existing methods of achieving stiffness transformation in viscoelastic dissipaters include the use of yielding members, the use of semi-active control methods, etc. Or the structure is complex, an external energy source and a control system are needed, or the material yield is relied on, and the plastic damage is difficult to avoid after energy dissipation and shock absorption. The advantages of simple structure of the viscoelastic energy dissipation device and no need of repair and replacement after energy dissipation and shock absorption are not exerted.

Disclosure of Invention

Aiming at the technical problems, the invention provides a shear type variable-stiffness viscoelastic device, which realizes nonlinear change of mechanical characteristics such as energy consumption and stiffness of the device through geometric nonlinearity. The device has the capability of accurately providing required rigidity and damping aiming at the requirement of optimizing vibration control, and can ensure that the structure has relatively good response under different working conditions; the device does not require plastic deformation or an external energy source.

In order to achieve the technical purpose, the technical means adopted by the invention are as follows:

a shear type variable rigidity viscoelasticity device,

the method comprises the following steps: a pair of variable rigidity working units and a middle connecting block, wherein the two variable rigidity working units are connected and fixed and transmit force through the middle connecting block,

the first variable stiffness working unit comprises a first rigid frame, a convex bending spring steel sheet and a viscoelastic material layer, wherein the convex bending spring steel sheet comprises a plurality of convex bending spring steel sheets, the convex bending spring steel sheets are uniformly and horizontally arranged in the first rigid frame at intervals along the height direction of the rigid frame, one end of each convex bending spring steel sheet is fixedly connected with the inner wall of the first rigid frame, and the other end of each convex bending spring steel sheet is fixedly connected with the part of the connecting block extending into the first rigid frame;

viscoelastic material layers are filled between the upwards convex bent spring steel sheet at the top and the first rigid frame and between the upwards convex bent spring steel sheet at the bottom and the first rigid frame on the first variable stiffness working unit;

the second variable stiffness working unit comprises a second rigid frame, a plurality of concave bending spring steel sheets and a viscoelastic material layer, wherein the concave bending spring steel sheets comprise a plurality of sheets, the plurality of concave bending spring steel sheets are uniformly and horizontally arranged in the second rigid frame at intervals along the height direction of the rigid frame, one end of each concave bending spring steel sheet is fixedly connected with the inner wall of the second rigid frame, and the other end of each concave bending spring steel sheet is fixedly connected with the part of the connecting block extending into the second rigid frame;

and viscoelastic material layers are filled between the concave bending spring steel sheet and the second rigid frame at the top and between the concave bending spring steel sheet and the second rigid frame at the bottom on the second variable stiffness working unit.

The bending spring steel sheets in the two variable stiffness working units are formed by stacking a plurality of steel sheets.

Viscoelastic material layers are embedded among the steel sheets of the bent spring steel sheet.

The connecting block stretches into the middle position of the rigid frame, and the bent spring steel sheets are symmetrically arranged on the left side and the right side of the connecting block.

The invention further discloses a working method based on the shearing type variable-stiffness viscoelastic device, the curvature bending directions of the bending spring steel sheets on the two sides of the device are opposite, so that the device sends a pseudo-yield phenomenon by the elastic sudden jump of the spring steel sheets in the bidirectional shearing load;

when the embedded component is sheared and deformed, the two working units of the device correspondingly generate dislocation, and the deformation condition determines the working state of the device:

when the deformation is small, the two working units do small dislocation relative to the connecting block, the bent spring steel sheets connecting the two working units deform to absorb energy, meanwhile, the connecting block and the bent spring steel sheets at the end part of one side in the rigid frame extrude viscoelastic materials at the side to further dissipate the energy, and the whole device keeps large rigidity;

when the large deformation occurs, the two working units generate large dislocation relative to the connecting block, the bent spring steel sheets are dragged by the reverse dislocation of the rigid frame of the working units and the connecting block, when the dislocation displacement reaches a certain value, the convex direction of the bent spring steel sheets can be suddenly changed to be opposite to the original direction, the bent spring steel sheets on the two sides can respectively extrude and stretch the viscoelastic material layer, in the process, the integral rigidity of the device is obviously changed, the pseudo-yield phenomenon is sent, the integral rigidity of the structure is adjusted, the environment excitation excellent frequency interval is avoided, in the large deformation, the device is limited by the bent spring sheet with the reverse curvature, and the viscoelastic material is protected from generating excessive deformation.

According to the performance requirement of the structure, when the rigidity and the damping force of the device are required to be adjusted in a small range, the rigidity and the damping force are achieved by adjusting the thickness of the viscoelastic material layers at the two ends of the working unit.

According to the performance requirement of the structure, when the rigidity and the damping force of the device are required to be adjusted greatly, the device is realized by adjusting the quantity and the bending degree of the bent spring steel sheets in the working unit.

Has the advantages that:

compared with the prior art, the technical scheme of the invention has the beneficial effects that:

the device realizes the adjustability of the rigidity energy dissipation characteristic of the shearing energy dissipation device by utilizing the geometric nonlinearity under elastic deformation through the accurately designed bent spring steel sheet, does not need material yielding, does not need repair and replacement after energy dissipation, does not need external energy and a complex rigidity adjustment mechanism, and is simple and reliable;

under the action of small deformation, the bent spring steel sheet is slightly deformed, and meanwhile, the viscoelastic material layer starts to work to consume energy, and the energy consumption capacity of the device is good; the bending spring steel sheet does not generate elastic jump and is not damaged.

Under the action of large deformation, the bent spring steel sheet is subjected to large deformation to generate elastic snap, the rigidity is obviously reduced in the process, the viscoelastic material layer participates in the work at the same time, and the energy consumption capability is obviously improved.

Under the condition of great deformation, the bent spring steel sheet is balanced in the reverse curvature, the rigidity is increased again to limit the maximum deformation, and the damage of a viscoelastic material is avoided through a limiting mechanism.

The shearing force borne by the device is converted into the pulling pressure on the bent spring steel sheet and the viscoelastic material layer, so that the viscoelastic material layer is prevented from shearing damage, and the ductility of the viscoelastic material layer is improved.

The device can well inhibit the structural vibration under the action of causing different displacement sizes.

The device has the characteristic of changing the overall performance by simple modification, and can meet the requirements of vibration reduction and energy dissipation of structures of different types.

The device can also correspondingly adjust the shape and the size according to the specific condition of the embedded structural member, and the devices with different shapes and sizes can also achieve the same effect by adjusting the quantity of the bent spring steel sheets and the thickness of the viscoelastic material layer.

Drawings

FIG. 1 is a schematic perspective view of a shear type variable stiffness viscoelastic device according to the present invention,

wherein, 1 is a rigid frame, 2 is a bending spring steel sheet, 3 is a connecting block, and 4 is a viscoelastic material layer;

FIG. 2 is a front view of a shear-type variable stiffness viscoelastic device in accordance with the present invention;

FIG. 3 is a side view of a shear-type variable stiffness viscoelastic device in accordance with the present invention;

FIG. 4 is a top view of a shear-type variable stiffness viscoelastic device according to the invention.

Detailed Description

The invention will be better understood from the following examples; the description of the embodiments is intended to be illustrative of the invention and should not, nor should it be taken to limit the invention to the details set forth in the claims.

A shear-type variable stiffness viscoelastic device comprising: a pair of variable rigidity working units and a middle connecting block, wherein the two variable rigidity working units are connected and fixed and transmit force through the middle connecting block,

the first variable stiffness working unit comprises a first rigid frame, a convex bending spring steel sheet and a viscoelastic material layer, wherein the convex bending spring steel sheet comprises a plurality of convex bending spring steel sheets, the convex bending spring steel sheets are uniformly and horizontally arranged in the first rigid frame at intervals along the height direction of the rigid frame, one end of each convex bending spring steel sheet is fixedly connected with the inner wall of the first rigid frame, and the other end of each convex bending spring steel sheet is fixedly connected with the part of the connecting block extending into the first rigid frame;

viscoelastic material layers are filled between the upwards convex bent spring steel sheet at the top and the first rigid frame and between the upwards convex bent spring steel sheet at the bottom and the first rigid frame on the first variable stiffness working unit;

the second variable stiffness working unit comprises a second rigid frame, a plurality of concave bending spring steel sheets and a viscoelastic material layer, wherein the concave bending spring steel sheets comprise a plurality of sheets, the plurality of concave bending spring steel sheets are uniformly and horizontally arranged in the second rigid frame at intervals along the height direction of the rigid frame, one end of each concave bending spring steel sheet is fixedly connected with the inner wall of the second rigid frame, and the other end of each concave bending spring steel sheet is fixedly connected with the part of the connecting block extending into the second rigid frame;

and viscoelastic material layers are filled between the concave bending spring steel sheet and the second rigid frame at the top and between the concave bending spring steel sheet and the second rigid frame at the bottom on the second variable stiffness working unit.

The bending spring steel sheets in the two variable stiffness working units are formed by stacking a plurality of steel sheets.

Viscoelastic material layers are embedded among the steel sheets of the bent spring steel sheet.

The connecting block stretches into the middle position of the rigid frame, and the bent spring steel sheets are symmetrically arranged on the left side and the right side of the connecting block.