WO2008006283A1 - A damping construction and the damping composite material thereof - Google Patents

A damping construction and the damping composite material thereof Download PDF

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Publication number
WO2008006283A1
WO2008006283A1 PCT/CN2007/001906 CN2007001906W WO2008006283A1 WO 2008006283 A1 WO2008006283 A1 WO 2008006283A1 CN 2007001906 W CN2007001906 W CN 2007001906W WO 2008006283 A1 WO2008006283 A1 WO 2008006283A1
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WO
WIPO (PCT)
Prior art keywords
damping
connecting body
rib
damping material
concave
Prior art date
Application number
PCT/CN2007/001906
Other languages
French (fr)
Chinese (zh)
Inventor
Xuejun Yin
Original Assignee
Xuejun Yin
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 Xuejun Yin filed Critical Xuejun Yin
Publication of WO2008006283A1 publication Critical patent/WO2008006283A1/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/371Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by inserts or auxiliary extension or exterior elements, e.g. for rigidification
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/42Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by the mode of stressing
    • F16F1/44Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by the mode of stressing loaded mainly in compression

Definitions

  • the present invention relates to the field of vibration and noise control, and more particularly to a structure for increasing the damping of a conventional member and a composite material to which the structure is applied. Background technique
  • Vibration damages buildings, affecting the operation of precision instruments and equipment. Vibration and the noise they excite can also harm human health.
  • Thin-walled components such as wheels, casings, car bodies, and boards on vehicles, machines, and electrical appliances are particularly susceptible to vibration, which may vibrate under the effects of machine rotation disturbance, impact disturbance, and airflow fluid disturbance. Vibration also generates noise; thin-walled members, long-span members, and extra-long members on bridges, buildings, and engineering structures are subject to large vibrations under the excitation of wind loads, human loads, traffic loads, and seismic loads.
  • the system becomes an easy-vibration component. In fact, the easy vibration is relative. As long as the frequency of the excitation disturbance is close to the bending or torsional natural frequency of the member, the member will resonate, and this member is the vibration-prone member.
  • the damping of the constrained damping structure is substantially proportional to the contact area between the damping material and the member and the constraining plate, that is, approximately proportional to the effective working area of the damping material subjected to shear deformation. Therefore, in the above structure, since the plane constraint plate and the rail waist are limited in size, the effective working area of the damping material is limited, and the damping provided by the constrained damping structure is also limited, and the effect of the vibration damping and the noise reduction can be limited. Similarly, if the generally easy-vibration member adopts a constrained damping structure whose constraining plate is basically planar, it is also limited by the surface area of the component, and the ideal vibration-damping and noise-reducing effect cannot be achieved.
  • the object of the present invention is to overcome the above drawbacks and to provide a structure which can expand the effective working area of the damping material to withstand shear deformation, and can effectively increase the damping of the vibration-prone member, that is, a constrained damping structure.
  • Another object of the present invention is to provide a damper composite material which can be attached to an easy-vibration member by applying the above structure, thereby effectively increasing the damping of the oscillating member.
  • the damping structure of the present invention is realized by continuously and intermittently fixing a connecting body with a concave-convex structure on the surface of the component body, the connecting body and the binding body with the corresponding convex-concave structure interacting with each other, the connecting body and the binding body Damping material is provided between.
  • the surface of the component body is fixedly provided with a connecting body with a rib and a groove, and the surface of the binding body is correspondingly provided with a groove and a rib which are matched with the groove, and a continuous or intermittent damping layer is provided between the surface of the connecting body and the surface of the binding body, and the damping layer
  • the damping material in the material is a solid damping material or a liquid damping material.
  • Solid damping materials include modified asphalt, high damping polyurethane, high damping rubber, soft metal lead tin, etc.; liquid damping materials are modified damping asphalt which is silicone oil and liquid at working temperature. When liquid damping material is used, the damping layer is surrounded. To be sealed, a spacer that maintains the thickness of the damping layer may be provided in the middle.
  • the thickness of the damping layer of the present invention in the normal direction of the rib surface is generally smaller than that of other directions.
  • the direction in which the rib extends is perpendicular to the bending axis of the main bending mode of the member; when the vibration of the member body is mainly torsional, the direction in which the rib extends is perpendicular to the torsional axis of the member body.
  • a cavity may be provided inside the rib of the surface of the connecting body or/and the rib of the surface of the binding body, and the cavity may be filled with a damping material, or may be filled with a higher specific gravity. Material or bulk material composed of it.
  • a joint body For a member body having a convex surface on its own surface, its surface protrusion can be regarded as a joint body, and at this time, the joint body is a part of the component body itself.
  • the connector may be part of the component body itself or integrated with the component body.
  • the connection between the connector and the component body can be soldering, riveting, bonding, card slot connection, fastener connection or fastener connection.
  • the connecting body, the damping material and the restraining body can also be provided with a plurality of layers.
  • the damping composite material of the present invention is realized by a constraining body having a concave-convex structure and a damping material, and the damping material is continuously or intermittently disposed on the binding body;
  • the damping composite material is composed of a connecting body each having a concave-convex structure
  • the binding body is compounded by the damping material, and the convex and concave structures between the two are matched with each other, and a damping layer is disposed between the two, and the damping material is a solid damping material or a liquid damping material;
  • the concave-convex structure is preferably a rib and a groove, and a cavity is disposed inside the rib of the connecting body and the binding body, and a damping material is disposed in the cavity or a material with a higher specific gravity or a bulk material composed of the same;
  • a restraining body or a connecting body is a plate,
  • the surface of the damping composite material may be a flat surface or a curved surface similar to the curved surface of the vibration-prone member to be processed.
  • the damping composite can also be used alone. In use, the damping material side or the connecting body side of the damping composite material is fixedly coupled to the surface of the vibration-prone member to be treated, thereby increasing the damping of the member to be treated.
  • the restraining body, the damping layer, the connecting body and the damping composite material composed thereof may be disposed not only on the outer surface of the member but also in the inner portion of the composite material (for example, the damping composite material is tubular) It may even be disposed inside the member (ie, the inner surface).
  • the binding body is located inside the damping layer, and the constraining layer is in direct contact with the member or is in contact with the member through the connecting body.
  • the deformation amount of the restraining body and the member is different, and the forced damping layer is sheared and deformed to consume vibration energy.
  • the stiffness of the restraining body and the connecting body should be greater than the rigidity of the damping material.
  • the invention significantly expands the contact and active area of the damping material with the component body and the restraining body by fixing the connecting body and the restraining body with the concave-convex structure on the surface of the component, and increases the constraint damping force to the curved neutral surface of the component. And the acting moment of the bending axis, thereby greatly increasing the structural damping of the member and increasing the damping ratio thereof, so that the application of the present invention can more effectively reduce the vibration or vocal intensity of the vibrating member.
  • the damping composite material of the invention can be applied to an easy-vibration member composed of various materials such as various metals and non-metals, plastics, glass steel, wood structures, concrete structures, and the like, and the binding body and the connecting body can also adopt the above various materials.
  • Highly adaptable and versatile it can be used in vibrating components or vibration-prone parts in vehicles, machinery, electrical appliances and engineering structures, such as rails, wheels, electrical housings, cabins, decks, bridges, ball mill cylinders, car bodies,
  • the aircraft grabs walls, wings, blades, sound insulation wall panels, door panels, floor slabs, etc., and the invention is easy to produce and operate, and has obvious effects of vibration reduction and noise reduction after use, and has good economic benefits, environmental benefits and social benefits.
  • Figure 1 is a schematic diagram of the application of the structure of the present invention.
  • FIG. 2 is a second schematic view of the application of the structure of the present invention.
  • Figure 3 is a third schematic view of the application of the structure of the present invention.
  • Figure 4 is a fourth schematic view of the application of the structure of the present invention.
  • Figure 5 is a fifth schematic view of the application of the structure of the present invention.
  • Figure 6 is a sixth schematic diagram of the application of the structure of the present invention.
  • Figure 7 is a seventh schematic view of the application of the structure of the present invention.
  • Figure 3 is a schematic view of the application of the structure of the present invention.
  • Figure 9 is a schematic view of the application of the structure of the present invention.
  • Figure 10 is a schematic diagram of the application of the structure of the present invention.
  • Figure 11 is a schematic view of the application of the structure of the present invention.
  • Figure 12 is a schematic view showing the structure of the damping composite material of the present invention.
  • Figure 13 is a second schematic view of the structure of the damping composite material of the present invention.
  • Figure 14 is a third structural schematic view of the damping composite material of the present invention.
  • Figure 15 is a fourth structural schematic view of the damping composite material of the present invention.
  • Figure 16 is a fifth schematic view showing the structure of the damping composite material of the present invention.
  • Figure 17 is a sixth structural view of the damping composite of the present invention.
  • Figure 18 is a seventh structural schematic view of the damping composite of the present invention.
  • Figure 19 is a schematic view showing the structure of the damping composite material of the present invention. detailed description
  • the component body 1 is a plate-shaped vibrating casing shell of a machine, and its main vibration shape is - bending vibration, the bending axis is an X-axis, and the connecting body 2 is fixed on the component body 1 by an adhesive.
  • the connecting body 2 is provided with a rib 3 spaced apart from each other, and the rib 3 and the rib 5 on the binding body 4 cooperate with each other, and the rib extends in the Y-axis direction (perpendicular to the X-axis direction).
  • a continuous damping layer 6 is disposed between the connecting body 2 and the inner surface of the restraining body 4.
  • the material of the damping layer is a high damping rubber which is stoned.
  • the above structure may be continuously provided on the surface of the member body or may be provided at intervals.
  • the damping material When the member body is excited to vibrate, it is bent and deformed around the X axis. At this time, the damping material is subjected to forced shear due to the deformation of the restraining body and the member body, and a damping force is generated in the opposite direction to the relative deformation of the two, and the vibration is consumed.
  • Energy due to the ribs on the surface of the connecting body and the binding body, significantly enlarges the contact and active area of the damping material with the connecting body and the binding body, and increases the constraint resistance.
  • the force acting on the curved neutral surface of the component body greatly increases the structural damping of the component body and increases the damping ratio. Therefore, during the vibration process, the damping material can more fully absorb the vibration energy of the component body, thereby effectively Reduce the strength of the vibration or vocalization of the component body.
  • the thickness of the damping layer in the normal direction of the rib surface is smaller than that in other directions, and the extending direction of the rib is perpendicular to the bending axis of the main bending mode of the member.
  • the fixing method of the connecting body 2 and the component body can be selected according to different materials, such as welding, riveting, bonding, card slot connection, fastener connection or fastener connection. In this embodiment, only the bonding method is used for bonding. The example is explained.
  • the connecting body and the binding body are made of cast steel, and the cross-sectional shape of the rib on the connecting body and the binding body may be a regular shape such as a trapezoid, a rectangle, a triangle, or the like, or may be various irregular shapes.
  • This example is described by taking a trapezoidal rib as an example.
  • the damping material may be solid damping or liquid damping. When using a liquid damping material, care should be taken to seal at the end faces (not shown).
  • the two-layer constrained damping structure has a rib extending perpendicularly to the rib direction of the first layer, so that the bending deformation of the bending axis is Y axis.
  • the connecting body 1 is simplified into a plurality of independent ribs, and are alternately welded and fixed to the ribs 5 on the surface of the member body 1 and the binding body 4 .
  • the damping layer 6 is disposed between the outer surface of the component body 1 and the connecting body 2 and the inner surface of the binding body 4, and the damping material is provided with a solid damping material high damping polyurethane, and the implementation sequence is a two-component damping material mixed and mixed. After that, it is applied to the concave and convex surface of the restraint body, and then the restraining plate is pressed against the member, and the damping material is solidified to form a damping layer.
  • the surface rib 7 can be regarded as a connecting body.
  • the surface rib 7 of the member body itself is engaged with the rib 5 on the restraining body 4.
  • a damping layer is disposed between the surface of the member body and the inner side surface of the body, and a solid damping material is provided in the damping layer to modify the damping asphalt.
  • the connecting body ribs on the surface thereof can be casted Manufactured, machined or forged; when the member 1 or the constraining body 4 is aluminum, aluminum-magnesium alloy, thermoplastic material, the rib may be extruded or injection molded; when the member 1 or the restraint 4 is a concrete structure, the convex The ribs can be poured.
  • the restraining body 4 may be a concrete preform having a uniformly distributed prismatic concave and convex surface on the upper surface thereof, and the extending direction of the ribs is along the longitudinal axis of the bridge, and is coated on the surface of the concave and convex ribs. It has a modified high-damping asphalt damping layer which is solid at working temperature. The asphalt is doped with fiber short filaments and the surface is bound with fibers, so that the concrete and the damping layer are firmly connected. The restraining body coated with the damping layer is used as the lost template, concrete.
  • one of the differences of the embodiment is that the connecting body 1 and the member 1 are integrally formed, and the construction unit is simple, and the connecting body and the member body are firmly combined.
  • the component body 1 is a generator base, and a connecting body 2 firmly connected with the component body is disposed on the surface of the component body 1, and the connecting body 2 is provided with a rib 3, a rib 9 and a groove 8 for restraining
  • the inner surface of the body 4 is correspondingly provided with a rib 5, a groove 10 and a rib 11 which are fitted thereto, and a gap between the outer surface of the joint and the inner surface of the restraining body constitutes a damper chamber in which the damping material 6 is disposed.
  • the damping material 6 is a liquid damping material silicone oil. Therefore, a sealing member 15 is disposed at the end surface to close the damping chamber. In order to ensure the thickness of the damping layer is constant, a distance member 16 is also disposed in the damping chamber.
  • the component body 1 in the present embodiment is a bridge bottom plate, which differs from the first embodiment in that a cavity is provided in the middle of the rib 3 and the rib 5, and the cavity I 2 is filled in the cavity.
  • the weight of the component body can be effectively increased, and the higher mass can provide inertial impedance, and the friction between the sand particles can provide damping, thereby further improving the vibration resistance of the component body.
  • a damping material or other non-damping material with a relatively high specific gravity or a bulk material composed thereof, such as lead, iron ore, waste iron pellets, etc. may also be provided in the cavity, and the same effect can be achieved.
  • the connecting body and the restraining body can also use the plate to pass through stamping or bending.
  • the component body 1 is a train car body, and the plate material is cut and bent into a connecting body 2 with a boss and a restraining body 4, and is disposed in a gap between the connecting body and the restraining body.
  • the damping material 6 and the above structure are fixedly disposed on the surface of the component body 1, which can effectively increase the damping of the floor of the car, and reduce vibration and noise during operation.
  • this embodiment differs from the embodiment 6 in that iron ore 12 is filled in a chamber formed by the bent portion of the connecting body 2 and the surface of the member body 1.
  • a damping material or other material having a relatively high specific gravity or a constituent material thereof.
  • a plurality of damping materials 6 are disposed outside the component body 1 by using a ribbed connecting body 2 and a restraining body 4, such that the structure of the component body 1
  • the damping will be further improved, which will help to absorb the vibration energy more quickly and weaken the vibration strength of the component body. If the rib directions of the two layers are arranged perpendicular to each other, the vibration bending of the entire raft plane can be suppressed.
  • the centrally located restraint body and the connecting body can be integrated into one, and become the new intermediate restraint body 14, which can also achieve the same. effect.
  • the restraining body of the damping structure of the present invention may also be placed inside the component body.
  • the ribbed steel bar is used as the about winter body 4, and the rib portion thereof is equivalent to the rib 5 of the restraining body, and the solid damping material 6 and the connecting body 2 are disposed outside the ribbed steel bar, and the above structure is It is placed in the component body 1 made of concrete, so that the structural damping of the component body 1 is improved.
  • the solid damping material 6 is a modified fixed asphalt.
  • connection between the concrete and the damping material can be omitted depending on the use, and the same effect can be achieved.
  • the damping composite steel bar described in this embodiment is placed in the steel mesh plate in the same manner as the ordinary steel bar in use, and the construction method is the same.
  • the damping structure of the present invention may also be cylindrical, as shown in FIG.
  • the cylindrical structure with the ribs 5 is provided with a damping material 6 on the inner surface thereof, the damping material is soft metal tin, and then the concrete is poured into the structure, and the concrete body 1 is solidified.
  • the damping material 6 is shear-deformed to consume vibration energy.
  • the same effect can be achieved by providing a connecting body between the body 1 and the damping material.
  • a skeleton (not shown) made of ordinary steel bars and the damped composite steel bars described in Embodiment 10 may be disposed inside the member body during construction.
  • fibers may be incorporated into the asphalt and partially protruded from the surface (not shown) to be firmly bonded to the concrete.
  • the above discloses several specific application examples of the structure for increasing the damping of the vibration-prone member of the present invention.
  • the vibration of the component body is mainly caused by the distortion
  • the extension of the rib of the connecting body and the rib of the binding body is obtained.
  • the direction may be perpendicular to the torsion axis of the main twisting direction of the member body.
  • the damping composite material of the present invention is bonded and bonded by a connecting body 2 having a rib 3 and a restraining body 4 having a rib 5 and a damping material 6 provided therebetween.
  • a connecting body 2 having a rib 3 and a restraining body 4 having a rib 5 and a damping material 6 provided therebetween.
  • the thickness of the damping material in the normal direction of the rib surface is smaller than that in other directions.
  • the connecting body and the restraining body are coupled to each other in addition to the damping material, and can be firmly connected by other joints at a certain distance between the edge and the middle, such as welding and riveting.
  • Various connection methods such as card slot connection, fastener connection or fastener connection.
  • the damping composite plate of the present invention When in use, according to different engineering application objects, the damping composite plate of the present invention is properly processed and then fixed on the surface of the vibration-prone member by welding, riveting, card slot connection, bonding, fastener connection or fastener connection. Therefore, the acting moment of the restraining damping force on the curved neutral surface of the vibrating member can be enlarged, thereby greatly increasing the structural damping of the vibrating member and increasing the damping ratio thereof, so that when the vibrating member vibrates, the damping material can be more sufficient. The vibration energy is absorbed, thereby effectively reducing the strength of the vibration or sound of the vibration-prone member.
  • the member of the present invention When applied to a vibrating machine, a machine casing or the like with a relatively large flat vibrating member, the member of the present invention can be cut into a flat plate of a corresponding size or combined and directly fixed on the vibrating member; , masts, wheels, etc. with curved surfaces
  • the damping composite plate of the present invention When the member is vibrated, the damping composite plate of the present invention can be crimped into a corresponding sheet shape, a tubular shape or a ring shape and then fixed on the vibration-prone member, which can achieve a very remarkable effect.
  • the arrangement of the damper composite panel of the present invention on the surface of the vibration-prone member may be continuous or intermittent.
  • the cross-sectional shape of the protrusions on the connecting body and the constraining body may be a regular shape such as a trapezoidal shape, a rectangular shape, or the like, or may be an irregular shape composed of a straight line or a/arc.
  • the damper composite material of the present invention has a ribbed steel bar as the restraining body 4, and the rib portion thereof can be equivalent to the rib 5 of the restraining body, and the restraining body 4 and the connecting body 2 are integrally combined by the damping material 6.
  • the rib 5 cooperates with the rib 3 on the connecting body.
  • the damping composite material of the present invention as shown in FIG. 14 is composed of a joint body 1, a restraining body 4 and a damping material 6 therebetween, which is different from the embodiment 12 in that a rib 3 is provided on the joint body 2 A rib 9 is further provided, and the rib 3 is further provided with a groove 8 .
  • the rib 5 and the rib 11 are arranged on the binding body 4
  • the groove 10 is arranged on the rib 5 . This can further increase the effective working area of the connecting body and the restraining body to contact and act with the damping material, and increase the damping ratio of the member.
  • the damper composite panel of the present invention, the connecting body 2 and the restraining body 3 are each formed of an aluminum alloy profile, which is different from the embodiment 12 in that the ribs of the connecting body 1 and the restraining body 3 have cavities inside.
  • the cavity is filled with the sub-12.
  • other high-specific gravity materials or bulk materials such as lead, iron ore, and waste fine iron pellets may be disposed in the cavity, and the same effect can be achieved.
  • the embodiment has the advantages of high rigidity, high damping, smooth surface and good sound insulation effect, and can be used as a skeleton of a high-grade soundproof door, a sound insulation board of a concert hall, or superimposed with a gypsum board.
  • the damper composite panel of the present invention has a connecting body 2 and a restraining body 3 which are bent or stamped by a steel plate, and have a concave rib, and a damping material 6 is disposed between the connecting body and the restraining body. Compared with extruded profiles, the cost is even higher.
  • the damper composite panel of the present invention shown in FIG. 17 is provided with a panel 13 which is firmly coupled to the connecting body 2 and the restraining body 4 via a resistor ⁇ , respectively, on the basis of the member described in the embodiment 16.
  • the bent portion of the connecting body 2 and the restraining body 4 forms a chamber with the surface of the clamping plate, and the iron ore 12 is disposed in the chamber, so that the vibration damping effect can be better. If the foamed material is filled in the chamber, high frequency noise can be eliminated. Of course, other materials with a higher specific gravity or bulk materials thereof can also be used here.
  • the damper composite plate of the embodiment has high rigidity, high bearing capacity, is not easily deformed, and the surface is flat and beautiful.
  • the damper composite panel of the present invention as shown in FIG. 18 is composed of a restraining body 3 and a damping layer 6.
  • the restraining body 3 is bent or stamped by a steel plate, and has a concave rib.
  • the damping layer is continuously disposed on the surface thereof and is solid. Damping material Highly damped modified asphalt board, the asphalt is blended with fibers and partially protrudes from the surface (not shown) to be firmly bonded to the concrete.
  • the composite damper plate can be used as a lost template, and is directly poured onto the surface of the vibration-prone member during concrete construction. After the concrete is poured, the convex and concave portions corresponding to the prism-shaped irregularities of the restraining body are formed on the member body.
  • anchoring bolts or anchoring ribs may be provided on the restraining body at intervals along the edges and in the middle.
  • the damper composite panel of the present invention can be provided with more than one layer of damping material 6 between the connecting body 2 and the restraining body 4 by providing an intermediate restraint body 14 having projections on both sides.
  • the damping structure of the present invention can be realized, thereby achieving the purpose of improving component damping, vibration damping and noise reduction.
  • the damper structure and the damper composite material of the invention are simple and practical, easy to produce and install, and have obvious effects of increasing structural structure damping, good vibration and noise reduction effects, excellent economic and environmental effects, and can be widely applied to transportation, Various fields such as electricity, manufacturing, and construction.

Abstract

A damping construction, which has a connector (2) that has concave convex structure is continuously or discontinuously disposed on a body (1), the connector is matched with a restricting body (4) that has corresponding concave convex structure, a damping material (6) is disposed between the connector and the restricting body. A damping composite material, which is consisted of the restricting body that has concave convex structure on the surface and a damping material, which is continuously or discontinuously arranged on the inner or outer surface of the restricting body.

Description

一种阻尼结构及阻尼复合材料 技术领域  Damping structure and damping composite material
本发明涉及振动及噪声控制领域, 尤其涉及一种增大普通构件自身阻 尼的结构及应用该结构的复合材料。 背景技术  The present invention relates to the field of vibration and noise control, and more particularly to a structure for increasing the damping of a conventional member and a composite material to which the structure is applied. Background technique
振动的影响和危害几乎无处不在, 振动损害建筑物, 影响精密仪器和 设备的运行, 振动及其激发的噪声还可以危害到人体的健康。 交通工具、 机器、 电器上的薄壁构件如车轮、 壳体、 厢体、 抢板格外容易振动, 会在 机器转动扰力、 冲击扰力、 气流水流流体扰力作用下发生振动, 高频的振 动还会产生噪声; 桥梁、 建筑、 工程结构上的薄壁构件、 大跨度构件、 超 长构件会在风载、 人力载荷、 交通载荷、 地震载荷的激励下, 发生大幅度 的振动, 这些构件统成为易振构件。 事实上, 易振都是相对的, 只要激振 扰力的频率接近构件的弯曲或扭转固有频率, 构件就会发声共振, 这时这 个构件就是易振构件。  The effects and hazards of vibration are almost ubiquitous. Vibration damages buildings, affecting the operation of precision instruments and equipment. Vibration and the noise they excite can also harm human health. Thin-walled components such as wheels, casings, car bodies, and boards on vehicles, machines, and electrical appliances are particularly susceptible to vibration, which may vibrate under the effects of machine rotation disturbance, impact disturbance, and airflow fluid disturbance. Vibration also generates noise; thin-walled members, long-span members, and extra-long members on bridges, buildings, and engineering structures are subject to large vibrations under the excitation of wind loads, human loads, traffic loads, and seismic loads. The system becomes an easy-vibration component. In fact, the easy vibration is relative. As long as the frequency of the excitation disturbance is close to the bending or torsional natural frequency of the member, the member will resonate, and this member is the vibration-prone member.
实践证明, 提高构件的自身阻尼比可以有效的降低构件的振动强度。 如 2003年 6月 11日公开的专利号为 02240002. 8的专利提供了一种降低钢 轨振动及噪声的方法, 其具体实施方式是在构件 (钢轨) 两侧表面设置了 至少一組约束板基本为平面的约束阻尼结构, 通过附加的约束阻尼结构使 构件整体的结构阻尼得到了提高, 从而达到减轻构件振动强度及噪声的目 的。 在此类结构中, 约束阻尼结构的阻尼基本与阻尼材料与构件及约束板 之间的接触面积成正比, 即与阻尼材料承受剪切变形的有效工作面积大致 成正比。 因此在上述结构中, 由于釆用平面约束板以及轨腰尺寸有限, 阻 尼材料的有效工作面积有限, 约束阻尼结构提供的阻尼也有限, 其能实现 的减振降噪的作用是有限的。 同理, 一般易振构件如果采用约束板基本为 平面的约束阻尼结构, 也受构件表面积所限, 不能达到理想的减振降噪效 果。 发明内容 本发明的目的在于克服上述缺陷, 提供一种可以扩大阻尼材料承受剪 切变形的有效工作面积, 能够有效增大易振构件阻尼的结构, 即一种约束 阻尼结构。 Practice has proved that increasing the self-damping ratio of the member can effectively reduce the vibration strength of the member. For example, the patent No. 0224202. 8 published on June 11, 2003 provides a method for reducing vibration and noise of a rail. The specific embodiment is that at least one set of restraining plates is provided on both sides of the member (rail). As a planar constrained damping structure, the structural damping of the whole component is improved by the additional constrained damping structure, thereby achieving the purpose of reducing the vibration strength and noise of the component. In such a structure, the damping of the constrained damping structure is substantially proportional to the contact area between the damping material and the member and the constraining plate, that is, approximately proportional to the effective working area of the damping material subjected to shear deformation. Therefore, in the above structure, since the plane constraint plate and the rail waist are limited in size, the effective working area of the damping material is limited, and the damping provided by the constrained damping structure is also limited, and the effect of the vibration damping and the noise reduction can be limited. Similarly, if the generally easy-vibration member adopts a constrained damping structure whose constraining plate is basically planar, it is also limited by the surface area of the component, and the ideal vibration-damping and noise-reducing effect cannot be achieved. Summary of the invention SUMMARY OF THE INVENTION The object of the present invention is to overcome the above drawbacks and to provide a structure which can expand the effective working area of the damping material to withstand shear deformation, and can effectively increase the damping of the vibration-prone member, that is, a constrained damping structure.
本发明的另一个目的在于提供一种应用了上述结构, 可以附加于易振 构件上, 从而有效增大易振构件阻尼的阻尼复合材料。  Another object of the present invention is to provide a damper composite material which can be attached to an easy-vibration member by applying the above structure, thereby effectively increasing the damping of the oscillating member.
本发明的阻尼结构是这样实现的, 在构件本体表面连续或间隔地固定 设置带有凹凸结构的连接体, 连接体与带有相对应的凸凹结构的约束体相 互配合, 连接体与约束体之间设置阻尼材料。  The damping structure of the present invention is realized by continuously and intermittently fixing a connecting body with a concave-convex structure on the surface of the component body, the connecting body and the binding body with the corresponding convex-concave structure interacting with each other, the connecting body and the binding body Damping material is provided between.
构件本体表面固定设置带有凸棱和凹槽的连接体, 约束体的表面对应 设置与其配合的凹槽和凸棱, 连接体表面和约束体表面之间设置连续或间 断的阻尼层, 阻尼层中的阻尼材料为固体阻尼材料或液体阻尼材料。 固体 阻尼材料有改性沥青, 高阻尼聚氨酯、 高阻尼橡胶, 软金属铅锡等; 液体 阻尼材料有为硅油和工作温度下成液态的改性阻尼沥青等, 采用液体阻尼 材料时, 阻尼层周边要密封, 中间可设保持阻尼层厚度的定距件。  The surface of the component body is fixedly provided with a connecting body with a rib and a groove, and the surface of the binding body is correspondingly provided with a groove and a rib which are matched with the groove, and a continuous or intermittent damping layer is provided between the surface of the connecting body and the surface of the binding body, and the damping layer The damping material in the material is a solid damping material or a liquid damping material. Solid damping materials include modified asphalt, high damping polyurethane, high damping rubber, soft metal lead tin, etc.; liquid damping materials are modified damping asphalt which is silicone oil and liquid at working temperature. When liquid damping material is used, the damping layer is surrounded. To be sealed, a spacer that maintains the thickness of the damping layer may be provided in the middle.
本发明所述阻尼层在凸棱表面法向上的厚度一般要小于其它方向尺 寸。 凸棱的延伸方向垂直于构件的主要弯曲振形的弯曲轴线; 当构件本体 的振动主要为扭振时, 凸棱的延伸方向垂直于构件本体的扭振轴线。 为更 好地实现减振降噪的效果,连接体表面的凸棱或 /和约束体表面的凸棱内部 还可以设置空腔, 空腔内填装阻尼材料, 也可以填装比重较高的材料或由 其构成的散料。 对于自身表面带有凸起的构件本体, 其表面凸起可视为连 接体, 此时, 连接体为构件本体自身的一部分。 连接体可以是构件本体自 身的一部分或与构件本体集成实现一体化。 连接体与构件本体的连接方式 可以为焊接、 铆接、 粘接、 卡槽连接、 扣件连接或紧固件连接。 连接体、 . 阻尼材料及约束体还可以设置多层。  The thickness of the damping layer of the present invention in the normal direction of the rib surface is generally smaller than that of other directions. The direction in which the rib extends is perpendicular to the bending axis of the main bending mode of the member; when the vibration of the member body is mainly torsional, the direction in which the rib extends is perpendicular to the torsional axis of the member body. In order to better achieve the effect of vibration and noise reduction, a cavity may be provided inside the rib of the surface of the connecting body or/and the rib of the surface of the binding body, and the cavity may be filled with a damping material, or may be filled with a higher specific gravity. Material or bulk material composed of it. For a member body having a convex surface on its own surface, its surface protrusion can be regarded as a joint body, and at this time, the joint body is a part of the component body itself. The connector may be part of the component body itself or integrated with the component body. The connection between the connector and the component body can be soldering, riveting, bonding, card slot connection, fastener connection or fastener connection. The connecting body, the damping material and the restraining body can also be provided with a plurality of layers.
本发明的阻尼复合材料是这样实现的, 由带有凹凸结构的约束体和阻 尼材料构成, 阻尼材料连续或间断地设置于约束体上; 所述阻尼复合材料 由均带有凹凸结构的连接体和约束体通过阻尼材料复合而成, 两者之间的 凸凹结构相互配合, 二者之间设置阻尼层, 阻尼材料采用固体阻尼材料或 液体阻尼材料; 所述连接体表面的和约束体表面的凹凸结构优选地为凸棱 和凹槽, 连接体和约束体的凸棱内部设置有空腔, 空腔内设置阻尼材料或 比重较高的材料或由其构成的散料; 约束体或连接体为板状、 管状、 棒状、 带肋线材或为带肋钢筋, 诸如带凸起的钢板、 角钢、 圆钢、 槽钢、 工字钢、 十字钢等, 其上的凹凸结构可以是纵向的凸棱, 也可以是横向的凸棱, 还 可以是螺旋状或分散排布的凸起。 本阻尼复合材料表面可以是平面, 也可 以是与待处理的易振构件曲面相似的曲面。本阻尼复合材料也可单独应用。 使用时 , 将此阻尼复合材料的阻尼材料一侧或连接体一侧固定地联结于待 处理的易振构件表面, 就可以增大待处理构件的阻尼。 The damping composite material of the present invention is realized by a constraining body having a concave-convex structure and a damping material, and the damping material is continuously or intermittently disposed on the binding body; the damping composite material is composed of a connecting body each having a concave-convex structure And the binding body is compounded by the damping material, and the convex and concave structures between the two are matched with each other, and a damping layer is disposed between the two, and the damping material is a solid damping material or a liquid damping material; the surface of the connecting body and the surface of the binding body The concave-convex structure is preferably a rib and a groove, and a cavity is disposed inside the rib of the connecting body and the binding body, and a damping material is disposed in the cavity or a material with a higher specific gravity or a bulk material composed of the same; a restraining body or a connecting body is a plate, a tubular, a rod, a ribbed wire or a ribbed steel bar, such as a steel plate with a bulge, an angle steel, a round steel, a channel steel, I-shaped steel, cross steel, etc., the concave-convex structure thereon may be a longitudinal rib, a lateral rib, or a spiral or a dispersed arrangement. The surface of the damping composite material may be a flat surface or a curved surface similar to the curved surface of the vibration-prone member to be processed. The damping composite can also be used alone. In use, the damping material side or the connecting body side of the damping composite material is fixedly coupled to the surface of the vibration-prone member to be treated, thereby increasing the damping of the member to be treated.
在本发明的阻尼结构中, 该约束体、 阻尼层、 连接体以及由其构成的 阻尼复合材料不仅可以设置于构件的外表面, 也可以将构件包围在复合材 料内部(如阻尼复合材料为管状时), 甚至还可以设置于构件的内部(即内 表面), 当设置于构件内部时, 约束体位于阻尼层内部, 约束层与构件直接 接触或通过连接体与构件接触。 当构件发生振动变形时, 约束体与构件的 变形量不同, 强迫阻尼层发生剪切变形, 消耗振动能量。  In the damping structure of the present invention, the restraining body, the damping layer, the connecting body and the damping composite material composed thereof may be disposed not only on the outer surface of the member but also in the inner portion of the composite material (for example, the damping composite material is tubular) It may even be disposed inside the member (ie, the inner surface). When disposed inside the member, the binding body is located inside the damping layer, and the constraining layer is in direct contact with the member or is in contact with the member through the connecting body. When the member is vibrated and deformed, the deformation amount of the restraining body and the member is different, and the forced damping layer is sheared and deformed to consume vibration energy.
在本发明的阻尼结构中, 约束体和连接体的刚度应大于阻尼材料的刚 度。  In the damper structure of the present invention, the stiffness of the restraining body and the connecting body should be greater than the rigidity of the damping material.
' 本发明通过在构件表面固定联结带有凹凸结构的连接体和约束体, 显 著扩大了阻尼材料与构件本体及约束体的接触和作用面积, 增大了约束阻 尼作用力对构件弯曲中性面以及弯曲轴线的作用力矩, 从而大大增加构件 的结构阻尼, 提高其阻尼比, 因此应用本发明可以更有效的降低易振构件 振动或发声的强度。 本发明的阻尼复合材料, 可应用于由各种金属和非金 属、 塑料、 玻璃钢、 木结构、 混凝土结构等各种材料构成的易振构件, 约 束体和连接体也可以采用上述各种材料, 适用性强, 应用广泛, 可用于交 通工具、 机器、 电器和工程结构中的易振构件或易振部位, 如钢轨、 车轮、 电器壳体、 船舱、 甲板、 桥梁、 球磨机筒体、 汽车车身、 飞机抢壁、 机翼、 叶片、 隔声墙板、 门板、 楼板等构件上, 且本发明易于生产和操作, 使用 后减振降噪效果明显, 具有良好的经济效益、 环保效益和社会效益。 附图说明  The invention significantly expands the contact and active area of the damping material with the component body and the restraining body by fixing the connecting body and the restraining body with the concave-convex structure on the surface of the component, and increases the constraint damping force to the curved neutral surface of the component. And the acting moment of the bending axis, thereby greatly increasing the structural damping of the member and increasing the damping ratio thereof, so that the application of the present invention can more effectively reduce the vibration or vocal intensity of the vibrating member. The damping composite material of the invention can be applied to an easy-vibration member composed of various materials such as various metals and non-metals, plastics, glass steel, wood structures, concrete structures, and the like, and the binding body and the connecting body can also adopt the above various materials. Highly adaptable and versatile, it can be used in vibrating components or vibration-prone parts in vehicles, machinery, electrical appliances and engineering structures, such as rails, wheels, electrical housings, cabins, decks, bridges, ball mill cylinders, car bodies, The aircraft grabs walls, wings, blades, sound insulation wall panels, door panels, floor slabs, etc., and the invention is easy to produce and operate, and has obvious effects of vibration reduction and noise reduction after use, and has good economic benefits, environmental benefits and social benefits. DRAWINGS
图 1为本发明结构的应用示意图之一。  Figure 1 is a schematic diagram of the application of the structure of the present invention.
图 2为本发明结构的应用示意图之二。 图 3为本发明结构的应用示意图之三。 2 is a second schematic view of the application of the structure of the present invention. Figure 3 is a third schematic view of the application of the structure of the present invention.
图 4为本发明结构的应用示意图之四。  Figure 4 is a fourth schematic view of the application of the structure of the present invention.
图 5为本发明结构的应用示意图之五。  Figure 5 is a fifth schematic view of the application of the structure of the present invention.
图 6为本发明结构的应用示意图之六。  Figure 6 is a sixth schematic diagram of the application of the structure of the present invention.
. 图 7为本发明结构的应用示意图之七。  Figure 7 is a seventh schematic view of the application of the structure of the present invention.
图 3为本发明结构的应用示意图之八。  Figure 3 is a schematic view of the application of the structure of the present invention.
图 9为本发明结构的应用示意图之九。  Figure 9 is a schematic view of the application of the structure of the present invention.
图 1 0为本发明结构的应用示意图之十。  Figure 10 is a schematic diagram of the application of the structure of the present invention.
图 11为本发明结构的应用示意图之十一。  Figure 11 is a schematic view of the application of the structure of the present invention.
图 12为本发明阻尼复合材料的结构示意图之一。  Figure 12 is a schematic view showing the structure of the damping composite material of the present invention.
图 1 3为本发明阻尼复合材料的结构示意图之二。  Figure 13 is a second schematic view of the structure of the damping composite material of the present invention.
图 14为本发明阻尼复合材料的结构示意图之三。  Figure 14 is a third structural schematic view of the damping composite material of the present invention.
图 15为本发明阻尼复合材料的结构示意图之四。  Figure 15 is a fourth structural schematic view of the damping composite material of the present invention.
图 16为本发明阻尼复合材料的结构示意图之五。  Figure 16 is a fifth schematic view showing the structure of the damping composite material of the present invention.
图 17为本发明阻尼复合材料的结构示意图之六。  Figure 17 is a sixth structural view of the damping composite of the present invention.
图 18为本发明阻尼复合材料的结构示意图之七。  Figure 18 is a seventh structural schematic view of the damping composite of the present invention.
图 19为本发明阻尼复合材料的结构示意图之八。 具体实施方式  Figure 19 is a schematic view showing the structure of the damping composite material of the present invention. detailed description
实施例 1  Example 1
如图 1所示, 构件本体 1为机器的板状易振机壳壳体, 其主要振形为 - 弯曲振动,弯曲轴线为 X轴,在构件本体 1上利用粘结剂固定设置连接体 2 , 连接体 2上间隔的设置有凸棱 3 , 凸棱 3与约束体 4上的凸棱 5相互配合, 所述凸棱的延伸方向为 Y轴方向 (垂直于 X轴方向)。 连接体 2与约束体 4 内表面之间的设置连续的阻尼层 6 , 阻尼层的材料为石 化而成的高阻尼橡 胶。 上述结构在构件本体表面可以连续地设置, 也可以间隔地设置。  As shown in FIG. 1, the component body 1 is a plate-shaped vibrating casing shell of a machine, and its main vibration shape is - bending vibration, the bending axis is an X-axis, and the connecting body 2 is fixed on the component body 1 by an adhesive. The connecting body 2 is provided with a rib 3 spaced apart from each other, and the rib 3 and the rib 5 on the binding body 4 cooperate with each other, and the rib extends in the Y-axis direction (perpendicular to the X-axis direction). A continuous damping layer 6 is disposed between the connecting body 2 and the inner surface of the restraining body 4. The material of the damping layer is a high damping rubber which is stoned. The above structure may be continuously provided on the surface of the member body or may be provided at intervals.
当构件本体受激发生振动时, 其绕 X轴发生弯曲变形, 此时阻尼材料 因为约束体和构件本体的变形不同而承受强迫剪切, 产生与两者相对变形 相反方向的阻尼力, 消耗振动能量, 由于连接体和约束体表面均带有凸棱, 显著扩大了阻尼材料与连接体及约束体的接触和作用面积, 增大了约束阻 尼作用力对构件本体弯曲中性面的作用力矩, 从而大大增加构件本体的结 构阻尼, 提高其阻尼比, 因此在振动过程中, 阻尼材料可以更加充分的吸 收消耗构件本体的振动能量,从而有效的降低构件本体振动或发声的强度。 When the member body is excited to vibrate, it is bent and deformed around the X axis. At this time, the damping material is subjected to forced shear due to the deformation of the restraining body and the member body, and a damping force is generated in the opposite direction to the relative deformation of the two, and the vibration is consumed. Energy, due to the ribs on the surface of the connecting body and the binding body, significantly enlarges the contact and active area of the damping material with the connecting body and the binding body, and increases the constraint resistance. The force acting on the curved neutral surface of the component body greatly increases the structural damping of the component body and increases the damping ratio. Therefore, during the vibration process, the damping material can more fully absorb the vibration energy of the component body, thereby effectively Reduce the strength of the vibration or vocalization of the component body.
' 所述阻尼层在凸棱表面法向上的厚度要小于其它方向尺寸, 凸棱的延 伸方向垂直于构件的主要弯曲振形的弯曲轴线。 连接体 2与构件本体的固 定方式可根据具体材料不同选用焊接、 铆接、 粘接、 卡槽连接、 扣件连接 或紧固件连接等连接方法,本实施例中仅以粘接的固定方法为例进行说明。  The thickness of the damping layer in the normal direction of the rib surface is smaller than that in other directions, and the extending direction of the rib is perpendicular to the bending axis of the main bending mode of the member. The fixing method of the connecting body 2 and the component body can be selected according to different materials, such as welding, riveting, bonding, card slot connection, fastener connection or fastener connection. In this embodiment, only the bonding method is used for bonding. The example is explained.
. 在实际应用中, 连接体和约束体均为铸钢制成, 连接体和约束体上的 凸棱的截面形状可以是梯形、 矩形、 三角形等规则形状, 也可以是各种非 规则形状, 本例仅以梯形凸棱为例进行说明。 所述的阻尼材料可以是固体 阻尼, 也可以是液体阻尼, 当采用液体阻尼材料时, 应注意在端面处进行 密封(图中未示出)。  In practical applications, the connecting body and the binding body are made of cast steel, and the cross-sectional shape of the rib on the connecting body and the binding body may be a regular shape such as a trapezoid, a rectangle, a triangle, or the like, or may be various irregular shapes. This example is described by taking a trapezoidal rib as an example. The damping material may be solid damping or liquid damping. When using a liquid damping material, care should be taken to seal at the end faces (not shown).
需要指出的是, 当构件本体面积较大时, 常会出现在 X轴方向和 Y轴 方向同时发生振动弯曲变形的现象, 基于上述实施例所述原理, 可在图 1 所示结构基础上增设第二层约束阻尼结构, 其凸棱的延伸方向与第一层的 凸棱方向垂直, 就可以有效控制其弯曲轴线为 Y轴的振动变形。  It should be noted that when the body area of the component is large, the phenomenon of vibration and bending deformation occurs in the X-axis direction and the Y-axis direction at the same time. Based on the principle described in the above embodiment, the structure may be added to the structure shown in FIG. The two-layer constrained damping structure has a rib extending perpendicularly to the rib direction of the first layer, so that the bending deformation of the bending axis is Y axis.
实施例 2  Example 2
如图 1所示, 与实施例 1不同之处在于所述的连接体 1被简化为多根 独立的凸棱, 并间隔地焊接固定在构件本体 1表面与约束体 4上的凸棱 5 交错配合。 此时, 构件本体 1及连接体 2的外侧表面与约束体 4内表面之 间的设置阻尼层 6, 阻尼层中设置固体阻尼材料高阻尼聚氨酯,其实施顺序 是双组分阻尼材料混合拌匀后先将其涂刷到约束体的凹凸表面 , 然后将约 束板与构件压合, 阻尼材料固化后形成阻尼层。 As shown in FIG. 1, the difference from Embodiment 1 is that the connecting body 1 is simplified into a plurality of independent ribs, and are alternately welded and fixed to the ribs 5 on the surface of the member body 1 and the binding body 4 . Cooperate. At this time, the damping layer 6 is disposed between the outer surface of the component body 1 and the connecting body 2 and the inner surface of the binding body 4, and the damping material is provided with a solid damping material high damping polyurethane, and the implementation sequence is a two-component damping material mixed and mixed. After that, it is applied to the concave and convex surface of the restraint body, and then the restraining plate is pressed against the member, and the damping material is solidified to form a damping layer.
实施例 3  Example 3
如图 3所示, 作为实施例 1所述结构的一种延伸, 对于自身表面一体 化铸造有凸棱 7的构件本体 1 ,其表面凸棱 7可视为连接体。利用构件本体 自身的表面凸棱 7与约束体 4上的凸棱 5配合, 此时, 构件本体表面与约 束体内侧表面之间设置阻尼层 6,阻尼层中设置固体阻尼材料改性阻尼沥 青。  As shown in Fig. 3, as an extension of the structure of the embodiment 1, the member body 1 in which the rib 7 is integrally cast on its own surface, the surface rib 7 can be regarded as a connecting body. The surface rib 7 of the member body itself is engaged with the rib 5 on the restraining body 4. At this time, a damping layer is disposed between the surface of the member body and the inner side surface of the body, and a solid damping material is provided in the damping layer to modify the damping asphalt.
当构件 1或约束体 4为金属材料时, 其表面的连接体凸棱可以通过铸 造、 机加工或锻造成形; 当构件 1或约束体 4为铝、 铝镁合金、 热塑材料 时, 凸棱可以挤出成形或注射成形;当构件 1或约束体 4为混凝土结构时, 凸棱可以浇筑。 例如当构件本体 1为一桥梁箱梁的底板时, 约束体 4可为 混凝土预制件, 其上表面带有均匀分布的棱状凹凸, 凸棱的延伸方向沿桥 梁纵轴线,在凹凸棱表面涂有工作温度下呈固态的改性高阻尼沥青阻尼层, 沥青中掺有纤维短丝, 表面粘有纤维, 以便混凝土和阻尼层牢固联结, 施 工时涂有阻尼层的约束体作为丢失模板, 混凝土浇筑完毕固化后在构件本 体上形成与约束体棱状凹凸相对应的凸凹。 当桥梁受车辆动载激发产生振 动时, 具有更高阻尼比的桥梁底板的振动能量就会被阻尼吸收, 振动幅度 和噪声大为降低。 When the member 1 or the restraining body 4 is a metal material, the connecting body ribs on the surface thereof can be casted Manufactured, machined or forged; when the member 1 or the constraining body 4 is aluminum, aluminum-magnesium alloy, thermoplastic material, the rib may be extruded or injection molded; when the member 1 or the restraint 4 is a concrete structure, the convex The ribs can be poured. For example, when the component body 1 is a bottom plate of a bridge box beam, the restraining body 4 may be a concrete preform having a uniformly distributed prismatic concave and convex surface on the upper surface thereof, and the extending direction of the ribs is along the longitudinal axis of the bridge, and is coated on the surface of the concave and convex ribs. It has a modified high-damping asphalt damping layer which is solid at working temperature. The asphalt is doped with fiber short filaments and the surface is bound with fibers, so that the concrete and the damping layer are firmly connected. The restraining body coated with the damping layer is used as the lost template, concrete. After the pouring is completed, a convex and concave corresponding to the prismatic irregularities of the restraining body is formed on the member body. When the bridge is vibrated by the dynamic load of the vehicle, the vibration energy of the bottom plate of the bridge with higher damping ratio is absorbed by the damping, and the vibration amplitude and noise are greatly reduced.
与实施例 1相比, 本实施例的不同之处之一在于所述的连接体 1与构 件 1为一体化成型, 施工筒单, 连接体与构件本体结合牢固。  Compared with the first embodiment, one of the differences of the embodiment is that the connecting body 1 and the member 1 are integrally formed, and the construction unit is simple, and the connecting body and the member body are firmly combined.
实施例 4  Example 4
如图 4所示, 构件本体 1为一发电机底座, 在构件本体 1表面设置与 构件本体牢固联结的连接体 2, 连接体 2上带有凸棱 3、 凸棱 9和凹槽 8 , 约束体 4的内表面对应设置与其配合的凸棱 5、 凹槽 10和凸棱 11 , 连接体 外表面和约束体内表面之间的间隙构成阻尼腔室, 阻尼腔室中设置阻尼材 料 6。 其中, 阻尼材料 6为液体阻尼材料硅油, 因此在端面处设置密封件 15对阻尼腔室进行封闭, 为了保证阻尼层的厚度不变, 在阻尼腔室中还设 置有定距件 16。  As shown in FIG. 4, the component body 1 is a generator base, and a connecting body 2 firmly connected with the component body is disposed on the surface of the component body 1, and the connecting body 2 is provided with a rib 3, a rib 9 and a groove 8 for restraining The inner surface of the body 4 is correspondingly provided with a rib 5, a groove 10 and a rib 11 which are fitted thereto, and a gap between the outer surface of the joint and the inner surface of the restraining body constitutes a damper chamber in which the damping material 6 is disposed. The damping material 6 is a liquid damping material silicone oil. Therefore, a sealing member 15 is disposed at the end surface to close the damping chamber. In order to ensure the thickness of the damping layer is constant, a distance member 16 is also disposed in the damping chamber.
实施例 5  Example 5
如图 5所示, 本实施例中构件本体 1为桥梁底板, 与实施例 1的不同 之处在于凸棱 3及凸棱 5的中部设有空腔, 在上述空腔内装填砂子 I2。 利 用这种方法可以有效增大构件本体的自身重量, 较高的质量可以提供惯性 阻抗, 砂子颗粒之间的摩擦又可以提供阻尼, 从而进一步提高构件本体的 抗振能力。 实际应用中, 空腔内还可以设置阻尼材料或其它比重较高的非 阻尼材料或其构成的散料, 如铅、 铁矿砂、 废细铁丸等, 也可以实现同样 的效果。 As shown in Fig. 5, the component body 1 in the present embodiment is a bridge bottom plate, which differs from the first embodiment in that a cavity is provided in the middle of the rib 3 and the rib 5, and the cavity I 2 is filled in the cavity. By using this method, the weight of the component body can be effectively increased, and the higher mass can provide inertial impedance, and the friction between the sand particles can provide damping, thereby further improving the vibration resistance of the component body. In practical applications, a damping material or other non-damping material with a relatively high specific gravity or a bulk material composed thereof, such as lead, iron ore, waste iron pellets, etc., may also be provided in the cavity, and the same effect can be achieved.
实施例 6  Example 6
连接体和约束体除采用型材外, 还可以利用板材通过冲压或折弯等方 式获得, 如图 6所示, 构件本体 1为火车厢体, 将板材裁剪后折弯加工成 带有凸台的连接体 2和约束体 4,在连接体和约束体之间的空隙内设置阻尼 材料 6 ,并将上述结构固定设置在构件本体 1表面,可以有效地增大车厢底 板阻尼, 减轻运行过程中的振动和噪声。 In addition to the profile, the connecting body and the restraining body can also use the plate to pass through stamping or bending. As shown in FIG. 6, the component body 1 is a train car body, and the plate material is cut and bent into a connecting body 2 with a boss and a restraining body 4, and is disposed in a gap between the connecting body and the restraining body. The damping material 6 and the above structure are fixedly disposed on the surface of the component body 1, which can effectively increase the damping of the floor of the car, and reduce vibration and noise during operation.
实施例 7  Example 7
. 如图 7所示, 本实施例与实施例 6的不同之处在于, 在连接体 2的折 弯部分与构件本体 1表面构成的腔室内填装铁矿砂 12。 当然, 此处也可以 选用阻尼材料或其它比重较高的材料或其构成的散料。  As shown in Fig. 7, this embodiment differs from the embodiment 6 in that iron ore 12 is filled in a chamber formed by the bent portion of the connecting body 2 and the surface of the member body 1. Of course, it is also possible to use a damping material or other material having a relatively high specific gravity or a constituent material thereof.
实施例 8  Example 8
如图 8所示, 对于振动较大的船舶甲板一类构件本体 1, 利用带有 凸棱的连接体 2和约束体 4在构件本体 1外部设置多层阻尼材料 6 ,这样构 件本体 1 的结构阻尼将会得到进一步的提高, 有利于更快吸收振动能量, 使构件本体的振动强度迅速减弱。 如将两层的凸棱方向按相互垂直的方式 排布, 则可以抑制整个曱板平面的振动弯曲。  As shown in FIG. 8, for a component body 1 of a ship deck having a large vibration, a plurality of damping materials 6 are disposed outside the component body 1 by using a ribbed connecting body 2 and a restraining body 4, such that the structure of the component body 1 The damping will be further improved, which will help to absorb the vibration energy more quickly and weaken the vibration strength of the component body. If the rib directions of the two layers are arranged perpendicular to each other, the vibration bending of the entire raft plane can be suppressed.
实施例 9  Example 9
' 在设置多层阻尼材料时, 为简化操作工艺并节约联结材料, 如图 9所 示可以将位于中部的约束体和连接体集成为一体,成为新的中间约束体 14 , 也可以实现同样的效果。  ' When setting up the multi-layer damping material, in order to simplify the operation process and save the joint material, as shown in Fig. 9, the centrally located restraint body and the connecting body can be integrated into one, and become the new intermediate restraint body 14, which can also achieve the same. effect.
实施例 10  Example 10
本发明阻尼结构的约束体还可以置于构件本体内部。 如图 10所示, 利 用带肋钢筋作为约冬体 4 , 其肋部即可等同于约束体的凸棱 5, 在带肋钢筋 的外部设置固体阻尼材料 6和连接体 2,并将上述结构置于混凝土构成的构 件本体 1中, 这样构件本体 1的自身结构阻尼就得到了提高。 所述固体阻 尼材料 6为改性固定沥青。  The restraining body of the damping structure of the present invention may also be placed inside the component body. As shown in FIG. 10, the ribbed steel bar is used as the about winter body 4, and the rib portion thereof is equivalent to the rib 5 of the restraining body, and the solid damping material 6 and the connecting body 2 are disposed outside the ribbed steel bar, and the above structure is It is placed in the component body 1 made of concrete, so that the structural damping of the component body 1 is improved. The solid damping material 6 is a modified fixed asphalt.
在实际应用中, 根据使用情况还可以省去在混凝土和阻尼材料之间设 置的连接体, 也可以实现同样的效果。 作为额外不承受静载荷的钢筋, 本 实施例所述阻尼复合钢筋在使用时与普通钢筋一样置入钢筋网板内, 施工 方法相同。  In practical applications, the connection between the concrete and the damping material can be omitted depending on the use, and the same effect can be achieved. As the additional steel bar that does not bear the static load, the damping composite steel bar described in this embodiment is placed in the steel mesh plate in the same manner as the ordinary steel bar in use, and the construction method is the same.
实施例 11  Example 11
本发明阻尼结构还可以是筒状的, 如图 11所示, 将约束体 4设置为内 部带有凸棱 5的筒状结构,在其内表面设置一层阻尼材料 6 , 阻尼材料为软 金属锡, 然后在上述结构内部灌入混凝土, 混凝土凝固后即构成的构件本 体 1。当构件本体 1发生振动变形时,约束体 4与构件本体 1的变形量不同, 强迫阻尼材料 6发生剪切变形, 消耗振动能量。 The damping structure of the present invention may also be cylindrical, as shown in FIG. The cylindrical structure with the ribs 5 is provided with a damping material 6 on the inner surface thereof, the damping material is soft metal tin, and then the concrete is poured into the structure, and the concrete body 1 is solidified. When the member body 1 is subjected to vibration deformation, the amount of deformation of the restraining body 4 and the member body 1 is different, and the forced damping material 6 is shear-deformed to consume vibration energy.
应用中, 在构体本体 1与阻尼材料之间设置连接体也可以达到同样的 效果。 为了加强构件本体强度, 施工时, 在构件本体内部还可以设置由普 通钢筋及实施例 10中所述的阻尼复合钢筋共同做成的骨架(图中未示出)。 为了加强阻尼层与混凝土层的联接强度, 可在沥青中掺入纤维并部分伸出 表面 (图中未示出), 以便与混凝土牢固联结。  In the application, the same effect can be achieved by providing a connecting body between the body 1 and the damping material. In order to strengthen the strength of the member body, a skeleton (not shown) made of ordinary steel bars and the damped composite steel bars described in Embodiment 10 may be disposed inside the member body during construction. In order to strengthen the joint strength between the damping layer and the concrete layer, fibers may be incorporated into the asphalt and partially protruded from the surface (not shown) to be firmly bonded to the concrete.
以上公布了本发明一种增大易振构件阻尼的结构的几个具体应用实 例, 同理, 对于构件本体的振动发声主要来自扭曲的情况时, 使连接体凸 棱和约束体凸棱的延伸方向垂直于构件本体的主要扭曲方向的扭转轴线即 可。  The above discloses several specific application examples of the structure for increasing the damping of the vibration-prone member of the present invention. Similarly, when the vibration of the component body is mainly caused by the distortion, the extension of the rib of the connecting body and the rib of the binding body is obtained. The direction may be perpendicular to the torsion axis of the main twisting direction of the member body.
实施例 12  Example 12
如图 12所示, 本发明的阻尼复合材料, 由带有凸棱 3的连接体 2和带 有凸棱 5的约束体 4及二者之间设置的阻尼材料 6粘结贴合而成。 加工时 应注意, 所述阻尼材料在凸棱表面法向上的厚度要小于其它方向尺寸。  As shown in Fig. 12, the damping composite material of the present invention is bonded and bonded by a connecting body 2 having a rib 3 and a restraining body 4 having a rib 5 and a damping material 6 provided therebetween. During processing, it should be noted that the thickness of the damping material in the normal direction of the rib surface is smaller than that in other directions.
' 根据连接体和约束体的材料不同以及阻尼材料的形态不同, 连接体、 约束体除了又阻尼材料联结成一体外, 在边缘和中间若干距离还可采用其 它联结方式牢固联接, 例如焊接、 铆接、 卡槽连接、 扣件连接或紧固件连 接等多种连接方法。 当阻尼材料为液态阻尼时, 需将本发明构件的端部进 行密封(图中未示出)。  According to the different materials of the connecting body and the restraining body and the shape of the damping material, the connecting body and the restraining body are coupled to each other in addition to the damping material, and can be firmly connected by other joints at a certain distance between the edge and the middle, such as welding and riveting. Various connection methods such as card slot connection, fastener connection or fastener connection. When the damping material is liquid damped, the ends of the members of the present invention need to be sealed (not shown).
在使用时, 根据工程应用对象的不同, 将本发明阻尼复合板适当加工 后利用焊接、 铆接、 卡槽连接、 粘接、 扣件连接或紧固件连接等方法固定 设置在易振构件的表面, 就可以扩大约束阻尼作用力对易振构件弯曲中性 面的作用力矩, 从而大大增加易振构件的结构阻尼, 提高其阻尼比, 因此 当易振构件发生振动时, 阻尼材料可以更加充分的吸收振动能量, 从而有 效的降低易振构件振动或发声的强度。 如应用于磨煤机、 设备机壳等带有 较大平面的易振构件时, 可以将本发明构件裁切成相应尺寸的平面板材或 组合后直接固定在易振构件上; 应用于灯杆、 桅杆、 车轮等带有曲面的易 振构件时, 可以将本发明阻尼复合板卷曲成相应的片状、 管状或环状进而 固定在易振构件上, 都可以起到十分明显的效果。 此外, 本发明阻尼复合 板在易振构件表面的设置可以是连续的, 也可以是间断的。 When in use, according to different engineering application objects, the damping composite plate of the present invention is properly processed and then fixed on the surface of the vibration-prone member by welding, riveting, card slot connection, bonding, fastener connection or fastener connection. Therefore, the acting moment of the restraining damping force on the curved neutral surface of the vibrating member can be enlarged, thereby greatly increasing the structural damping of the vibrating member and increasing the damping ratio thereof, so that when the vibrating member vibrates, the damping material can be more sufficient. The vibration energy is absorbed, thereby effectively reducing the strength of the vibration or sound of the vibration-prone member. When applied to a vibrating machine, a machine casing or the like with a relatively large flat vibrating member, the member of the present invention can be cut into a flat plate of a corresponding size or combined and directly fixed on the vibrating member; , masts, wheels, etc. with curved surfaces When the member is vibrated, the damping composite plate of the present invention can be crimped into a corresponding sheet shape, a tubular shape or a ring shape and then fixed on the vibration-prone member, which can achieve a very remarkable effect. Further, the arrangement of the damper composite panel of the present invention on the surface of the vibration-prone member may be continuous or intermittent.
在实际应用中, 连接体和约束体上的凸起的截面形状可以是梯形、 矩 形等规则形状, 也可以是直线或 /和圆弧组成的非规则形状。  In practical applications, the cross-sectional shape of the protrusions on the connecting body and the constraining body may be a regular shape such as a trapezoidal shape, a rectangular shape, or the like, or may be an irregular shape composed of a straight line or a/arc.
实施例 13  Example 13
如图 13所示本发明阻尼复合材料, 以带肋钢筋为约束体 4 , 其肋 部即可等同于约束体的凸棱 5,通过阻尼材料 6将约束体 4与连接体 2复合 联结成一体, 凸棱 5与连接体上的凸棱 3相配合。  As shown in FIG. 13, the damper composite material of the present invention has a ribbed steel bar as the restraining body 4, and the rib portion thereof can be equivalent to the rib 5 of the restraining body, and the restraining body 4 and the connecting body 2 are integrally combined by the damping material 6. The rib 5 cooperates with the rib 3 on the connecting body.
实施例 14  Example 14
如图 14所示的本发明阻尼复合材料, 由连接体 1、 约束体 4及两者之 间的阻尼材料 6组合而成,与实施例 12不同之处在于连接体 2上除设置凸 棱 3外还设置凸棱 9 , 凸棱 3上还设置有凹槽 8 , 相应的, 约束体 4上设置 凸棱 5和凸棱 11, 凸棱 5上设置凹槽 10。 这样可以进一步增大连接体及约 束体与阻尼材料发生接触和作用的有效工作面积, 增大构件的阻尼比。  The damping composite material of the present invention as shown in FIG. 14 is composed of a joint body 1, a restraining body 4 and a damping material 6 therebetween, which is different from the embodiment 12 in that a rib 3 is provided on the joint body 2 A rib 9 is further provided, and the rib 3 is further provided with a groove 8 . Correspondingly, the rib 5 and the rib 11 are arranged on the binding body 4 , and the groove 10 is arranged on the rib 5 . This can further increase the effective working area of the connecting body and the restraining body to contact and act with the damping material, and increase the damping ratio of the member.
实施例 15  Example 15
如图 15所示的本发明阻尼复合板,连接体 2和约束体 3均由铝合金型 材构成,与实施例 12的不同之处在于连接体 1和约束体 3的凸棱内部带有 空腔, 空腔内填装有 、子 12。 实际应用中, 空腔内还可以设置其它比重较 高的材料或其构成的散料, 如铅、 铁矿砂、 废细铁丸等, 也可以实现同样 的效果。  As shown in Fig. 15, the damper composite panel of the present invention, the connecting body 2 and the restraining body 3 are each formed of an aluminum alloy profile, which is different from the embodiment 12 in that the ribs of the connecting body 1 and the restraining body 3 have cavities inside. The cavity is filled with the sub-12. In practical applications, other high-specific gravity materials or bulk materials such as lead, iron ore, and waste fine iron pellets may be disposed in the cavity, and the same effect can be achieved.
本实施例的刚度大, 阻尼高, 表面平整美观, 隔音效果好, 可以作为 高档隔声门的骨架、 音乐厅的隔声板, 或与石膏板等叠合使用。  The embodiment has the advantages of high rigidity, high damping, smooth surface and good sound insulation effect, and can be used as a skeleton of a high-grade soundproof door, a sound insulation board of a concert hall, or superimposed with a gypsum board.
实施例 16  Example 16
如图 16所示的本发明阻尼复合板,其连接体 2和约束体 3利用钢板折 弯或冲压而成, 带有凹凸棱, 连接体和约束体之间设置阻尼材料 6。 与挤出 型材相比, 造价更 4氐。  As shown in Fig. 16, the damper composite panel of the present invention has a connecting body 2 and a restraining body 3 which are bent or stamped by a steel plate, and have a concave rib, and a damping material 6 is disposed between the connecting body and the restraining body. Compared with extruded profiles, the cost is even higher.
实施例 17  Example 17
如图 17所示的本发明阻尼复合板, 其在实施例 16所述构件的基础上 通过增设面板 13 , 其分别与连接体 2和约束体 4通过电阻垾牢固联接, 使 连接体 2和约束体 4的折弯部与夹板表面形成腔室, 在腔室内设置铁矿砂 12, 可以更好的起到减振的效果。 如果在腔室内填发泡材料, 可以消除高 频噪声。 当然, 此处也可以选用其它比重较高的材料或其构成的散料。 本 实施例的阻尼复合板刚度大, 承载能力高, 不易变形, 且表面平整美观。 The damper composite panel of the present invention shown in FIG. 17 is provided with a panel 13 which is firmly coupled to the connecting body 2 and the restraining body 4 via a resistor 在, respectively, on the basis of the member described in the embodiment 16. The bent portion of the connecting body 2 and the restraining body 4 forms a chamber with the surface of the clamping plate, and the iron ore 12 is disposed in the chamber, so that the vibration damping effect can be better. If the foamed material is filled in the chamber, high frequency noise can be eliminated. Of course, other materials with a higher specific gravity or bulk materials thereof can also be used here. The damper composite plate of the embodiment has high rigidity, high bearing capacity, is not easily deformed, and the surface is flat and beautiful.
实施例 18  Example 18
如图 18所示的本发明阻尼复合板, 其由约束体 3和阻尼层 6组成, 约 束体 3利用钢板折弯或冲压而成, 带有凹凸棱, 阻尼层在其表面连续设置, 为固体阻尼材料高阻尼改性沥青板, 沥青中掺有纤维并部分伸出表面 (图 中未示出), 以便与混凝土牢固联结。 本复合阻尼板可以作为丟失模板, 在 混凝土施工时直接浇筑到易振构件表面, 混凝土浇筑完毕固化后在构件本 体上形成与约束体棱状凹凸相对应凸凹。 为联接牢固, 约束体上可以在边 缘和中间若干间距上设置锚固栓或锚固筋 (图中未示出)。  The damper composite panel of the present invention as shown in FIG. 18 is composed of a restraining body 3 and a damping layer 6. The restraining body 3 is bent or stamped by a steel plate, and has a concave rib. The damping layer is continuously disposed on the surface thereof and is solid. Damping material Highly damped modified asphalt board, the asphalt is blended with fibers and partially protrudes from the surface (not shown) to be firmly bonded to the concrete. The composite damper plate can be used as a lost template, and is directly poured onto the surface of the vibration-prone member during concrete construction. After the concrete is poured, the convex and concave portions corresponding to the prism-shaped irregularities of the restraining body are formed on the member body. For a secure connection, anchoring bolts or anchoring ribs (not shown) may be provided on the restraining body at intervals along the edges and in the middle.
实施例 19  Example 19
如图 19所示的本发明阻尼复合板,通过设置两侧均带有凸起的中间约 束体 14 , 在连接体 2和约束体 4之间可以设置超过一层的阻尼材料 6。  As shown in Fig. 19, the damper composite panel of the present invention can be provided with more than one layer of damping material 6 between the connecting body 2 and the restraining body 4 by providing an intermediate restraint body 14 having projections on both sides.
实际上只要将本发明阻尼复合材料的阻尼层表面或连接体表面与待处 理的构件本体表面牢固联结, 就可以实现本发明的阻尼结构, 达到提高构 件阻尼及减振降噪的目的。  In fact, as long as the damping layer surface or the connecting body surface of the damping composite material of the present invention is firmly coupled with the surface of the member body to be treated, the damping structure of the present invention can be realized, thereby achieving the purpose of improving component damping, vibration damping and noise reduction.
本发明的一种阻尼结构及阻尼复合材料, 简便实用, 易于生产和安装, 其增大构件结构阻尼的效果明显, 减振降噪效果好, 经济与环保效应俱佳, 可以广泛应用于交通、 电力、 制造、 建筑等各种领域。  The damper structure and the damper composite material of the invention are simple and practical, easy to produce and install, and have obvious effects of increasing structural structure damping, good vibration and noise reduction effects, excellent economic and environmental effects, and can be widely applied to transportation, Various fields such as electricity, manufacturing, and construction.

Claims

权利要求书 Claim
1、 一种阻尼结构, 其特征在于构件本体表面连续或间隔地固定设置带 有凹凸结构的连接体 ,连接体与带有相对应的凸凹结构的约束体相互配合 ,A damping structure characterized in that a connecting body having a concave-convex structure is fixedly disposed continuously or at intervals on a surface of the body of the member, and the connecting body and the binding body having a corresponding convex-concave structure cooperate with each other.
5 连接体与约束体之间设置阻尼材料。 5 Damping material is placed between the connector and the constraining body.
2、根据权利要求 1所述的阻尼结构, 其特征在于构件本体表面固定设 - 置带有凸棱和凹槽的连接体, 约束体的表面对应设置与其配合的凹槽和凸 棱, 连接体表面和约束体表面之间设置连续或间断的阻尼层, 阻尼层中的 阻尼材料为固体阻尼材料或液体阻尼材料。 The damper structure according to claim 1, wherein the surface of the component body is fixedly provided with a connecting body having a rib and a groove, and the surface of the binding body is correspondingly provided with a groove and a rib which are matched with the connecting body. A continuous or intermittent damping layer is disposed between the surface and the surface of the restraining body, and the damping material in the damping layer is a solid damping material or a liquid damping material.
0 3、 根据权利要求 2所述的阻尼结构, 其特征在于阻尼层在凸棱表面法 向上的厚度要小于其它方向尺寸。 0. The damper structure according to claim 2, wherein the damping layer has a thickness in the normal direction of the rib surface that is smaller than the other directional dimensions.
4、 根据权利要求 2所述的阻尼结构, 其特征在于连接体表面的凸棱或 /和约束体内表面的凸棱内部设置有空腔, 空腔内设置阻尼材料或比重较高 的材料或由其构成的散料。 4. The damper structure according to claim 2, wherein the rib of the surface of the connecting body or/and the rib of the inner surface of the restraining body are provided with a cavity, and a damping material or a material with a high specific gravity is disposed in the cavity or It consists of bulk material.
5 5、根据权利要求 2所述的阻尼结构, 其特征在于凸棱的延伸方向垂直 于构件本体的主要弯曲变形的弯曲轴线或扭振轴线。 5. A damping structure according to claim 2, characterized in that the direction in which the ribs extend is perpendicular to the bending axis or torsional axis of the main bending deformation of the component body.
6、根据权利要求 1所述的阻尼结构, 其特征在于连接体为构件本体自 身的一部分或与构件本体集成实现一体化。  6. Damping structure according to claim 1, characterized in that the connecting body is part of the component body itself or integrated with the component body.
7、根据权利要求 1所述的阻尼结构, 其特征在于连接体与构件本体的0 连接方式为焊接、 铆接、 粘接、 卡槽连接、 扣件连接或紧固件连接。  7. Damping structure according to claim 1, characterized in that the connection of the connecting body to the component body is by welding, riveting, bonding, card slot connection, fastener connection or fastener connection.
8、 根据权利要求 1所述的阻尼结构, 其特征在于连接体、 阻尼材料及 约束体设置多层。  The damper structure according to claim 1, wherein the connecting body, the damping material, and the restraining body are provided in a plurality of layers.
9、 一种阻尼复合材料, 其特征在于其由表面带有凹凸结构的约束体和 阻尼材料构成, 阻尼材料连续或间断地设置于约束体的内表面或外表面上。5 A damping composite material characterized in that it is composed of a constraining body having a concave-convex structure on the surface and a damping material, and the damping material is continuously or intermittently disposed on the inner or outer surface of the constraining body. 5
10、 根据权利要求 9所述的阻尼复合材料, 其特征在于约束体与带有 凹凸结构的连接体通过阻尼材料复合联结而成, 两者之间的凸凹结构相互 配合, 两者之间设置阻尼层, 阻尼材料采用固体阻尼材料或液体阻尼材料。 The damping composite material according to claim 9, wherein the binding body and the connecting body with the concave-convex structure are compositely connected by a damping material, and the convex and concave structures between the two are matched with each other, and damping is provided between the two. The layer, the damping material is a solid damping material or a liquid damping material.
11、 根据权利要求 10所述的阻尼复合材料, 其特征在于所述连接体和 约束体表面的凹凸结构为凸棱和凹槽, 连接体和约束体的凸棱内部设置有0 空腔, 空腔内设置阻尼材料或比重较高的材料或由其构成的散料。 11. The damping composite according to claim 10, wherein the concave and convex structures on the surface of the connecting body and the binding body are ribs and grooves, and the inside of the ribs of the connecting body and the binding body are provided with 0 cavity, empty A damping material or a material having a relatively high specific gravity or a bulk material composed of the same is disposed in the cavity.
12、根据权利要求 9或 10所述的阻尼复合材料, 其特征在于约束体或 连接体为板状、 管状、 棒状、 带肋线材或为带肋钢筋。 12. Damping composite according to claim 9 or 10, characterized in that the constraining body or the connecting body is in the form of a plate, a tube, a rod, a ribbed wire or a ribbed bar.
PCT/CN2007/001906 2006-07-06 2007-06-18 A damping construction and the damping composite material thereof WO2008006283A1 (en)

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CN2006100129234A CN101101038B (en) 2006-07-06 2006-07-06 Damping structure and composite material

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