A kind of adjustable disk spring damper of early stage rigidity
Technical field
The present invention relates to damping device, more particularly to the damper using disk spring.
Background technology
Damper is a kind of to provide the damping device that the resistance of movement carrys out depletion kinergety.Using damper come energy-absorbing
Damping is a kind of conventional art for being widely used in space flight, aviation, military project, firearms and automobile and other industries.From twentieth century
Since the seventies, the technology using damper energy-absorbing damping is applied to building, bridge, railway etc. that people start progressively are tied
In structure engineering.And disk spring damper is with its impact resistance is high, cost is low, good damping effect characteristic is widely used in
In the anti-seismic structure of various buildings.
Design of the people for the anti-seismic structure of building especially skyscraper is pursued a kind of " anti-" and is combined with " consumption "
Synthesis anti-seismic performance, i.e., anti-seismic structure can provide extra additional for building main body under the action of weak wind shake and small earthquake
Rigidity resists the effect of external load, and the integrality of retainer body structure, avoids main structure body from internal injury occur, and strong
Anti-seismic structure then starts yield deformation under the action of wind shake and violent earthquake, by the damping action of the damper in anti-seismic structure come
Dissipation external energy, makes main structure body shake in high wind and be unlikely to be seriously damaged in violent earthquake or even collapse, ensures people's
Safety of life and property.This just requires that rigidity can be kept under the action of exterior weak load applied to anti-seismic structure, does not become
Shape, energy consumption can be then deformed under the action of exterior intense loading lotus.But existing spring-damper can not also meet above-mentioned antidetonation need
Ask, any spring-damper can produce more or less elastic deformation under the action of external load.Therefore above-mentioned people institute
The performance of the Antiseismic building structure of pursuit is difficult to realize.
In addition, the effect of seismic wave is in multidirectional randomness, i.e. the size direction and frequency for acting on power on building are all
Random, thus be accordingly used in the damper of antidetonation need to meet following two requirements:First, the characteristic frequency of damper is defeated with earthquake
The resonance frequency domain for entering excitation staggers, second, the characteristic frequency of damper will stagger with building or the characteristic frequency of building structure.
According to《Analysis of Basic Characteristic Parameters of Disk Springs》The theory analysis of author Yi Xianzhong, the natural frequency of vibration of monolithic disk spring(in formula, KpFor rigidity, msFor the quality of disk spring, m is the quality of object of being connected with disk spring, ξ
For equivalent quality transformation ratio) [see,《Petroleum machinery》Magazine, the phase the 10th of volume 23 the 3rd nineteen ninety-five to wait page 22], it is seen then that when
After the quality of disk spring and the Quality Design for the object that is connected with disk spring determine, the disk spring natural frequency of vibration square with it is upper
The rigidity of disk spring is directly proportional.
The application for a patent for invention of Publication No. CN1932324A discloses a kind of " adjustable disc-shape spring mechanical damping resistance
Buddhist nun's device ", which includes shell, sets load connecting rod and two groups of disk springs inside the shell, described, the load connection
The middle part of bar is equipped with adjustment gear connected therewith, is respectively equipped with the load connecting rod of the adjustment gear both sides and connects with load
The left-handed nut of extension bar thread fitting and right-handed nut, two groups of disk springs are respectively provided at the left-handed nut and dextrorotation spiral shell
Female outside, and be clamped in respectively between the left-handed nut or right-handed nut and the sealing plate of outer casing end.It is described adjustable
Disc-shape spring mechanical damper, only needs the adjustment gear in switch load connecting rod, makes the left-handed nut and dextrorotation
Nut is mutually drawn close or away from the pretightning force of two groups of disk springs is adjusted so as to adjust the damped coefficient of damper, to meet
The use demand of different frequency and various amplitude.But the invention still has following deficiency:
1st, the load connecting rod is that balance is kept under the collective effect of two groups of disk springs, two groups of disk springs
Although pretightning force can be adjusted, adjust anyway, two groups of disk springs are all one group to the active force of load connecting rod
Equal in magnitude, the opposite power in direction, only need to apply any external force in load connecting rod can all destroy this balance, make two groups of dish
Shape spring deforms, so the damper can not preset early stage rigidity;
2nd, by changing the damped coefficient of disk spring to two groups of disk spring precompressed, it is this change it is extremely limited, this
Cause the equivalent stiffness adjustable range of damper small, can not often meet requirement of the architectural vibration-insulation for frequency;
3rd, two groups of disk springs must be used cooperatively in the invention, could all be provided when damper is pressed or draws load
Damping, this not only causes certain waste, also so that the length of damper greatly adds, is not suitable for some installation spaces
Compact occasion uses.
The application for a patent for invention of Publication No. CN101457553A discloses one kind, and " spring stiffness adjustable tuning quality subtracts
Shake device ", which is a kind of composite buffer, changes its characteristic frequency by varying the thickness of mass block, by varying viscous
The flow of the working media of stagnant damper changes its damping ratio, changes its rigidity by varying effective active length of spring, its
The means of the middle effective active length for changing spring have three kinds, first, using curing materials by spring positioned at one section cured in cylinder
Cure, second, toward constraint block, and the two interference fit is filled in the center of helical spring, make the one section of spring contacted with constraint block
Failure, third, setting helical raised on constraint block surface, between helical raised is stuck in spring wire, makes to block between spring wire
There is one section of spring failure of helical raised.It can be seen from the above that although the spring in the patent application scheme can change rigidity, institute
Not only effective active length is obviously shortened the spring stated, but also can only compress passive energy dissipation, it is impossible to stretches passive energy dissipation.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of adjustable disk spring damper of early stage rigidity, the dish
Spring-damper not only maintains effective active length of disk spring group, and not only compressible passive energy dissipation, but also stretchable consumption
Can vibration damping.
The present invention solve above-mentioned technical problem technical solution be:
A kind of adjustable disk spring damper of early stage rigidity, the disk spring damper include guide sleeve, the guide sleeve
One be equipped with the first end cap, other end is equipped with the second end cap;It is coaxially provided with the guide sleeve and is folded by one group of disk spring
The disk spring group being combined into;One drive member on the outside of the first end cap by putting in the guide sleeve, the drive member bag
Dynamic pressure plate and drive rod are included, wherein the dynamic pressure plate is located at the head of disk spring group, the drive rod is located on dynamic pressure plate
And extend guide sleeve along guide sleeve axis;It is characterized in that,
Be additionally provided with backpressure device in the guide sleeve, the backpressure device include quantity be at least respectively two groups of three it is pre-
Compressed steel rope, two pieces of floating platens and quantity are tensioned anchorage for the cable wire self-locking of the sum of two groups of precompressed cable wire quantity, wherein,
Two pieces of floating platens, one piece is located between the dynamic pressure plate and disk spring group, and another piece is located at second
Between end cap and disk spring group;
The cable wire self-locking tensioning anchorage is pressed by the first self-centering locking fixture, the second self-centering locking fixture, anti-turn round
Contracting spring and plane bearing composition, wherein:
A the first self-centering locking fixture described in) has a connecting seat, and the middle part of the connecting seat one end is equipped with axially extending
Cylindrical boss, the internal of the boss be equipped with the first taper clamping jaw for being made of 3~5 claw pieces, periphery surface cover along axial line
Equipped with tensioning swivel nut;Wherein, the microcephaly of first tapered clamp is directed toward connecting seat, and the outer circumferential surface of the tensioning swivel nut is positive six side
Shape;
B the second self-centering locking fixture described in) has a tapered sleeve, and the internal of the tapered sleeve is equipped with by 3~5 successively along axis
The the second taper clamping jaw and hollow bolt of claw piece composition, wherein, the head of the hollow bolt and the second taper clamping jaw
Major part is opposite, and the outer circumferential surface of the tapered sleeve is regular hexagon;
C the plane bearing described in) by ball-retainer component and is respectively provided at the tensioning swivel nut end face opposite with tapered sleeve
On ring raceway form, wherein the ring raceway matches with the ball in ball-retainer component;
D) the second self-centering locking fixture is located at the outside on the tensioning swivel nut head, and the second taper clamping jaw microcephaly
It is consistent with the direction of the first taper clamping jaw microcephaly;The plane bearing is described between the tensioning swivel nut and tapered sleeve
Anti- compression spring of turning round is located in the endoporus of tensioning swivel nut;When precompressed cable wire between the calvus of the first taper clamping jaw through anti-turn round by compressing
After being pierced by between the calvus of the centre bore and the second taper clamping jaw of spring and plane bearing, under the effect of precompressed cable tension,
Anti- turn round compression spring one is acted on the first taper clamping jaw, and other end is acted on tapered sleeve;
Two groups of precompressed cable wires are symmetrically distributed in the disk spring rotating around the axis of guide sleeve with linear state
In the centre bore of group, and, one of one group of precompressed cable wire is separately fixed on the floating platen adjacent with dynamic pressure plate, other end point
Floating platen that Chuan Guo be not adjacent with the second end cap is anchored at second end by the cable wire self-locking tensioning anchorage and covers;Another group
One of precompressed cable wire is separately fixed on the floating platen adjacent with the second end cap, and other end is each passed through adjacent with dynamic pressure plate
Floating platen be anchored at by described cable wire self-locking tensioning anchorage on dynamic pressure plate;
The through hole through the precompressed cable wire is respectively equipped with the position through the precompressed cable wire on the floating platen,
The aperture of the through hole is more than the diameter of worn precompressed cable wire;
Two groups of precompressed cable wires are tensioned, make the distance between two pieces of floating platens default early equal to disk spring group is compressed to
The length of phase rigidity.
In such scheme, the precompressed cable wire can be steel wire rope or prestressing force steel hinge line.
The adjustable disk spring damper of early stage rigidity of the present invention, wherein two groups of precompressed cable wires with it is described
One of floating platen connection can use conventional method anchoring, can also use and be similar to lifting bolt or the U by bar bending
Shape component system connects fixation.
Damper of the present invention can be widely used for various one-dimensional shock insulation fields, e.g., mechanical equipment internal vibration every
From, Equipment Foundations shock insulation, the seismic hardening of building structure, isolation seism building base etc..
Damping device of the present invention has the advantages that:
(1) one group of disk spring is only needed to make the no matter suffered axial force of damper to be positive or reverse, it is described
One group of disk spring can produce elastic compression deformation and consume energy, and not only save one group of disk spring, and greatly shorten
The length of damper.
(2) when dynamic loading is more than the resilience of early stage rigidity set by damper, bidirectional elastic deformation is symmetrical, because in addition
The effect that the change of the positive negative direction of power load does not influence its compression and consumes energy.
(3) the early stage rigidity of whole damper can be changed by changing the length of precompressed cable wire, when early stage rigidity is more than zero,
External force can not be deformed damper before the early stage rigidity is overcome, therefore when using it for building structure aseismatic, can be pre-
If earthquake protection grade, significantly reduces shock insulation cost.
(4) length, that is, predeterminable damper early stage rigidity of the precompressed cable wire is preset, and in the disk spring group
Fail without a disk spring, i.e., effective active length is constant, will not change the original characterisitic parameter of disk spring group.
(5) other end of precompressed cable wire is fixed on by dynamic pressure plate using cable wire self-locking tensioning anchorage and second end covers, one
It is that the length of precompressed cable wire can be adjusted, second, being made using the anti-joint for turning round compression spring and the first self-centering locking fixture
With can effectively prevent precompressed cable wire from being twisted during length adjustment is carried out and changing the characterisitic parameter of cable wire.
Brief description of the drawings
Fig. 1~6 are the structure diagram of a specific embodiment of damper of the present invention, wherein, Fig. 1 is front view
(section view), Fig. 2 are the A-A sectional views of Fig. 1, and Fig. 3 is the B-B sectional views of Fig. 1, and Fig. 4 is the C-C sectional views of Fig. 1, and Fig. 5 is to look up
Figure, Fig. 6 are the enlarged drawing of Fig. 1 local I.
Fig. 7~11 are tensioned the structure diagram of anchorage for cable wire self-locking in the illustrated embodiment of Fig. 1~6, wherein, based on Fig. 7
View (section view), dotted line represents precompressed cable wire in figure, and Fig. 8 is bottom view, and Fig. 9 is the D-D profiles of Fig. 7, and Figure 10 is the E- of Fig. 7
E profiles, Figure 11 are the F-F sectional views of Fig. 7.
Figure 12~16 are the structure diagram of second specific embodiment of damper of the present invention, wherein, Tu12Wei
Front view (section view), Figure 13 are the G-G sectional views of Figure 12, and Figure 14 is the H-H sectional views of Figure 12, and Figure 15 is top view, Tu16Wei
Bottom view.
Figure 17~21 are the structure diagram of the 3rd specific embodiment of damper of the present invention, wherein, Tu17Wei
Front view (section view), Figure 18 are the I-I sectional views of Figure 17, and Figure 19 is the J-J sectional views of Figure 17, and Figure 20 is top view, Tu21Wei
Bottom view.
Embodiment
Example 1
Referring to Fig. 1, the adjustable disk spring damper of early stage rigidity in this example is that one kind can be used for building structure aseismatic
The energy-consuming device of reinforcing, it includes guide sleeve 1, is respectively provided at first end cap 2 and the second end cap 3 at 1 two of guide sleeve, wherein,
First end cap 2 with and the second end cap 3 be fixedly connected respectively with the both ends of guide sleeve by screw.In the guide sleeve 1
Be equipped with a disk spring group 4 vertically, a drive member put in by 2 center of the first end cap in the guide sleeve 1 be pressed in it is described
In disk spring group 4, wherein, the disk spring group 4 is vertically formed by stacking relatively two-by-two by 16 disk springs;The drive
Dynamic component from positioned at 4 upper end of disk spring group and with guide sleeve 1 it is dynamic with dynamic pressure plate 5 and prolonged upwardly by 5 upper table of dynamic pressure plate
The drive rod 5-1 for stretching out guide sleeve 1 is formed, and the end that the drive rod 5-1 is located at outside guide sleeve 1 is equipped with the company with hinge hole 13
Ring 5-2, the connection ring 5-2 and drive rod the 5-1 mode being connected through a screw thread is connect to be docking together.
Referring to Fig. 1 and 5, the outside of second end cap 3 is equipped with two connection otic placodes 12, Mei Yilian being connected therewith
Ear connecting plate 12 is equipped with hinge hole 13.
Referring to Fig. 1~6, backpressure device is equipped with the guide sleeve 1, which includes two groups of precompressed cable wires, two
Block floating platen and seven cable wire self-locking tensioning anchorages 14;Wherein, two groups of precompressed cable wires are by four precompressed cable wire groups
Into first group of precompressed cable wire 8 and second group of precompressed cable wire 9 being made of three precompressed cable wires;Two pieces of floating platens are
The first floating platen 6 for being located between the dynamic pressure plate 5 of the drive member and disk spring group 4 and it is located at the second end cap 3 and dish
The second floating platen 7 between shape groups of springs 4;Two floating platen moves cooperation with the inner surface of guide sleeve 1 respectively.
Referring to Fig. 7~11, each cable wire self-locking is tensioned anchorage 14 by the first self-centering locking fixture, the second self-centering locking
Fixture, the anti-compression spring 14-1 and plane bearing 14-2 that turns round are formed, wherein:
The first self-centering locking fixture has a connecting seat 14-3, and the edge of connecting seat 14-3 is equipped with mounting hole
14-12, the middle part of lower end are equipped with axially extending cylindrical boss 14-4, and the internal of boss 14-4 is equipped with first along axial line
Taper hole 14-5, the taper hole is interior to be equipped with the first taper clamping jaw 14-7 being made of 3 claw pieces, and the outer circumferential surface of the boss 14-4 is arranged
There is tensioning swivel nut 14-6, be threadedly coupled therebetween;Wherein, the microcephaly of the first tapered clamp 14-7 is directed toward connecting seat 14-3,
The outer circumferential surface of the tensioning swivel nut 14-6 is regular hexagon;
The second self-centering locking fixture has a tapered sleeve 14-8, and the internal of tapered sleeve 14-8 is equipped with successively along axis
One section of second taper hole 14-13 and one section of threaded hole;Wherein, the second taper being made of 3 claw pieces is equipped with the second taper hole 14-13
Clamping jaw 14-9, the threaded hole is interior to be equipped with hollow bolt 14-10, the head of hollow bolt 14-10 and the second taper clamping jaw 14-
9 major part is opposite, and the outer circumferential surface of the tapered sleeve 14-8 is regular hexagon;
The plane bearing 14-2 is by ball-retainer component 14-11 and is respectively provided at tensioning swivel nut 14-6 and tapered sleeve
Ring raceway on end face opposite 14-8 is formed, wherein in the ring raceway and ball-retainer component 14-11
Ball matches;
The second self-centering locking fixture is positioned at the outside on tensioning swivel nut 14-6 heads, and the second taper clamping jaw 14-9
Microcephaly is consistent with the direction of the first taper clamping jaw 14-7 microcephalies;The plane bearing 14-2 be located at the tensioning swivel nut 14-6 with
Between tapered sleeve 14-8, anti-torsion compression spring 14-1 is located in the endoporus of tensioning swivel nut 14-6.When precompressed cable wire is by first
Through the anti-centre bore and the second tapered clamp for turning round compression spring 14-1 and plane bearing 14-2 between the calvus of taper clamping jaw 14-7
After being pierced by between the calvus of pawl 14-9, under the effect of precompressed cable tension, anti-turn round compression spring 14-1 one acts on
On first taper clamping jaw 14-7, other end is acted on tapered sleeve 14-8.
Referring to Fig. 1~6, two groups of precompressed cable wires are distributed in described with linear state around 1 axisymmetrical of guide sleeve respectively
In the centre bore of disk spring group 4, each precompressed cable wire is each parallel to 1 axis of guide sleeve, and first group of precompressed cable wire 8 is away from leading
It is more than the second group of distance of precompressed cable wire 9 away from guide sleeve axis to the distance of 1 axis of set;Wherein, first group of precompressed cable wire 8
Following be fixed on respectively by lifting bolt 15 on the second floating platen 7, top is each passed through the first floating platen 6 by a steel
Suo Zisuo tensioning anchorages 14 are anchored on the dynamic pressure plate 5;The top of second group of precompressed cable wire 9 is respectively by lifting bolt 15
It is fixed on the first floating platen 6, following is tensioned anchorage 14 by a cable wire self-locking through the second floating platen 7 and is anchored at second
On end cap 3.The passed through for it is equipped with first floating platen 6 in the position that each first group of precompressed cable wire 8 passes through
One through hole 10, the aperture of the first through hole 10 are more than the diameter of first group of precompressed cable wire 8;On the dynamic pressure plate 5, every
Piece first group of precompressed cable wire 8 is equipped with the first anchor hole 5-3 for anchoring first group of precompressed steel wire rope 8 through position;It is described
The second through hole 11 passed through for it is equipped with second floating platen 7 in the position that each second group of precompressed cable wire 9 passes through, this
The aperture of two through holes 11 is more than the diameter of second group of precompressed cable wire 9;On second end cap 3, at each second group
Precompressed cable wire 9 is equipped with the second anchor hole 3-1 of second group of precompressed steel wire rope 9 of anchoring through position.The precompressed cable wire
One method being fixed on by lifting bolt 15 in respective members is:Lifting bolt 15 is fixed on corresponding component, then
It is to be connected on the hanging ring of lifting bolt by one of precompressed cable wire, and is fixed by rope cramp (being not drawn into figure).
Referring to Fig. 1, the connecting seat 14-3 of the cable wire self-locking tensioning anchorage 14 is fixed on the following table of the second end cap 3 by screw
Face or the upper surface of dynamic pressure plate 5.
The precompressed cable wire in this example can be steel wire rope or prestressing force steel hinge line, when it is implemented, can
Voluntarily chosen according to being actually needed.
Referring to Fig. 1~6 and combine Fig. 7~11, in order to realize the purpose of default early stage rigidity, above-mentioned two groups of precompressed cable wires
Installation and tensioning method are as described below:(1) the first characterisitic parameter according to the default early stage rigidity of damper and disk spring group 4,
Calculate length when disk spring group 4 meets damper early stage rigidity;(2) damper is assembled by Fig. 1, made each
First taper clamping jaw 14-7, second taper clamping jaw of the other end of root precompressed cable wire from corresponding cable wire self-locking tensioning anchorage 14
It is pierced by the centre bore of 14-9 and hollow bolt 14-10;Then, the fag end system of the precompressed cable wire exposed is connected on traction by (3)
In machine drawing, and monitor while tensioning is drawn the decrement (be tensioning distance) of disk spring group 4, so as to determine two pieces it is floating
The distance between dynamic pressure plate;Meet early stage rigidity when the distance between two pieces of floating platens are equal to disk spring group 4 being compressed to
Length when, move the second self-centering locking fixture forward, while adjust and turn tensioning swivel nut 14-6 so that plane bearing 14-2
It is clamped tightly between the tensioning swivel nut 14-6 and tapered sleeve 14-8, and the anti-compression spring 14-1 that turns round is compressed, caused by it
Tension force promotes the first taper clamping jaw 14-7 reaches to clamp precompressed cable wire, and turning the hollow bolt 14-10 thereafter will be located at
Precompressed cable wire folder is dead in second taper clamping jaw 14-9;Finally, traction stretching machine is removed, blocks unnecessary precompressed cable wire, you can will
Disk spring group 4 is clamped between two pieces of floating platens all the time.
Referring to Fig. 1 and Fig. 7~11, in the work progress of installation damper or in routine maintenance procedure, if it find that certain
The tension force deficiency of precompressed cable wire, you can the tensioning swivel nut 14-6 turned in cable wire self-locking tensioning anchorage 14 is adjusted.
Referring to Fig. 1, it is it that two groups of precompressed steel wire ropes pull two pieces of floating platens to compress the disk spring group 4 respectively
To provide precompression, the size of the i.e. adjustable precompression of length by adjusting steel wire rope, and then its default early rigidity
Purpose.When damper is subject to axial external load, no matter external load is pressure or pulling force, as long as it is less than above-mentioned pre-
Pressure, disk spring group 4 will not continue to deformation.When external load is more than the precompression, if external load is pressure,
The dynamic pressure plate 5 promotes first floating platen 6 to continue to compress the generation elastic deformation energy consumption of disk spring group 4, if exterior carry
Lotus is pulling force, and two groups of precompressed steel wire ropes pull two pieces of floating platen relative movement compression disk spring groups 4 and produce bullet respectively
Property deformation energy consumption.Because no matter the dynamic loading suffered by damper is draws or pressure, the deformation finally produced are same dish-shaped bullets
The compression of spring group 4, so the bidirectional elastic deformation of damper is necessarily symmetrical.
Example 2
Referring to Figure 12~16, the adjustable disk spring damper of early stage rigidity in this example erects for one kind available for building
To the isolation mounting (also referred to as shock isolating pedestal) of shock insulation, this example mainly has following difference compared with example 1:
1st, as shock isolating pedestal, for ease of installation, connection otic placode set on second end cap 3 in example 1 is eliminated in this example,
And the second end cap 3 is first extended axially downwards from edge and is extended radially outwards again, and it is uniformly provided with link bolt hole in edge
16, using the second end cap 3 as the base of shock isolating pedestal, it is tensioned wherein the length extended axially downwards need to be more than the cable wire self-locking
The height of anchorage 14.The drive rod 5-1 of the drive member is the metal that 5 upper surface of an automatic plate press extends to outside guide sleeve 1
Pipe, the metal tube are fixedly connected with dynamic pressure plate 5 by sunk screw, and the end that the metal tube is located at outside guide sleeve 1, which is equipped with, to be connected
Supporting plate 17 is connect, and, it is again provided with link bolt hole 16 on the connection supporting plate 17.First end cap 2 from 1 upper end of guide sleeve to
Interior extension is formed;The disk spring group 4 is vertically formed by stacking relatively two-by-two by 8 disk springs.
2nd, first group of precompressed cable wire 8 and second group of precompressed cable wire 9 are made of three precompressed cable wires respectively;The cable wire
The quantity of self-locking tensioning anchorage 14 is six;The distance of first group of precompressed cable wire 8 away from 1 axis of guide sleeve is pre- equal to second group
Distance of the compressed steel rope 9 away from guide sleeve axis.Cable wire self-locking tensioning anchorage 14 on the outside of the dynamic pressure plate 5-1 is each provided at described in composition
In the metal tube of drive rod 5-1, and the length of metal tube is more than the height of cable wire self-locking tensioning anchorage 14.
This example other embodiment other than the above is same as Example 1.
Example 3
Referring to Figure 17~21, this example mainly has following difference compared with example 2:
First group of precompressed cable wire 8 and second group of precompressed cable wire 9 are made of five precompressed cable wires respectively, and the cable wire is certainly
The quantity of lock tensioning anchorage 14 is ten.
This example other embodiment other than the above is same as Example 2.