CN106594144B - A kind of locking device and unlock design method of earthquake isolating equipment - Google Patents
A kind of locking device and unlock design method of earthquake isolating equipment Download PDFInfo
- Publication number
- CN106594144B CN106594144B CN201611104437.5A CN201611104437A CN106594144B CN 106594144 B CN106594144 B CN 106594144B CN 201611104437 A CN201611104437 A CN 201611104437A CN 106594144 B CN106594144 B CN 106594144B
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- mass block
- isolating equipment
- earthquake isolating
- protecting box
- axis pin
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F7/00—Vibration-dampers; Shock-absorbers
- F16F7/10—Vibration-dampers; Shock-absorbers using inertia effect
- F16F7/104—Vibration-dampers; Shock-absorbers using inertia effect the inertia member being resiliently mounted
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F2228/00—Functional characteristics, e.g. variability, frequency-dependence
- F16F2228/06—Stiffness
- F16F2228/066—Variable stiffness
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The locking device and unlock design method, the device of a kind of earthquake isolating equipment are connected between the earthquake isolating equipment upper plate of earthquake isolating equipment and earthquake isolating equipment lower plate, include from top to bottom sequentially connected deck, axis pin, protecting box and the mass block being positioned in protecting box；The top of the axis pin is inserted into the card slot of deck, the bottom of axis pin penetrates in protecting box, is placed on mass block；The protecting box is quadrangle box, the corresponding top surface for being fixed on earthquake isolating equipment lower plate.The condition of apparatus of the present invention unlock is to be more than frictional force for inertia force, further, it is also possible to increase boost assemblies or impact bead, ensures that mass block can slip off rapidly when earthquake occurs；By different adjustment modes, meets the earthquake isolating equipment work requirement under different situations, ensure that relative motion or shaking do not occur for cultural relics display case when visit personnel push, staff arranges exhibits；Automatic unlocking may be implemented in locking device under geological process, meets the work requirement of earthquake isolating equipment.
Description
Technical field
The present invention relates to subtract technical field of isolation, especially a kind of earthquake isolating equipment accessory anti-vibration protected for historical relic.
Background technology
Nearly 4700 of museum of China at present, most museums are on earthquake zone.The country-level museum in 96, continent
In, 90 or more are located at earthquake territory, wherein 69 are located at 7 degree or more high intensity Zones, earthquake disaster causes many preciousnesses
Historical relic damages.To improve the anti-vibration protected present situation of Cultural relics in museum, museum of China largely used isolation measure in recent years, to subtract
Its light dither effect in earthquake, reaches and exempts from destroyed purpose.
The working method of earthquake isolating equipment is that showcase or historical relic are separated with construction floor, and showcase is made under geological process and is built
It builds ground and generates relative motion, to reduce acceleration responsive of the showcase under geological process.However visit personnel push,
When staff arranges exhibits, i.e. earthquake isolating equipment needs remains stationary, does not generate relative motion in non-earthquake state；And
Locking device needs to unlock under geological process, cannot hinder the relative motion of earthquake isolating equipment.
Invention content
The object of the present invention is to provide a kind of locking device of earthquake isolating equipment and unlock design methods, to solve earthquake isolating equipment
The technical issues of earthquake state switches with different motion state when non-earthquake state realizes that earthquake isolating equipment is protected under non-earthquake state
Hold purpose static, that free movement may be implemented under geological process.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of locking device of earthquake isolating equipment, be connected to earthquake isolating equipment earthquake isolating equipment upper plate and earthquake isolating equipment lower plate it
Between, include from top to bottom sequentially connected deck, axis pin, protecting box and the mass block being positioned in protecting box；The deck is solid
It is scheduled on the bottom surface of earthquake isolating equipment upper plate, the card slot of grafting axis pin is provided on deck；The card slot of deck is inserted at the top of the axis pin
Interior, axis pin bottom penetrates in protecting box, is placed on mass block；The protecting box is quadrangle box, correspondence is fixed on shock insulation
The top surface of device lower plate is provided with the through-hole across axis pin on the top surface of protecting box.
It is crimped with spring between the top and card slot bottom of the axis pin, by adjusting the elastic force of spring, thus it is possible to vary rub
Wipe the size of power.
The bottom of the mass block is smooth surface, for reducing frictional force.
Or, it is ensured that friction coefficient is met the requirements, and steel ball is equipped between the bottom and protecting box of mass block, passes through steel
Original sliding motion mode can be changed into the rolling movement mode of steel ball by pearl, and force of rolling friction is less than force of sliding friction,
To realize the purpose for further decreasing frictional force.
The contact surface of the axis pin bottom and mass block is plane.
Or chamfering is carried out to axis pin and mass block contact site, i.e. the contact surface of axis pin bottom and mass block is cambered surface,
The frictional force between axis pin and mass block can be reduced.
Through-hole is cylindrical hole in the protecting box, and side wall is shiny surface, for reducing frictional force.
The lower edges of through-hole carry out chamfering in the protecting box, and purpose is to prevent stuck phenomenon.
The card slot of the deck is cylindricality blind hole, its inner wall is shiny surface, for reducing frictional force.
The mass block is by bloom or the high density materials such as lead, tin or copper may be used is made, mass block surface surrounding
Chamfering is carried out, frictional force of the mass block in geological process lower slider is reduced.Inertia force=m × a1, by using high density material
The mode of material increases and starts inertia force, reduces starting loop.
In order to which mass block slips off rapidly when ensureing that earthquake occurs, axis pin reliably slips away deck, realize earthquake isolating equipment in earthquake
The lower free movement of effect, the locking device of the earthquake isolating equipment further includes boost assemblies, the boost assemblies be located at protecting box it is interior,
The side of mass block, the boost assemblies include hang push rod inside protecting box, the lifting rope that is connected to push rod end, suspension
Pallet below lifting rope and the supporting rod being fixed in protecting box, the top of the supporting rod passes through the center of pallet and puts
It is equipped with inertia ball, it is equilibrium state that the supporting bar top, which has the arc groove agreed with inertia outer surface of ball, the push rod,.
In order to which mass block slips off rapidly when ensureing that earthquake occurs, axis pin reliably slips away deck, realize earthquake isolating equipment in earthquake
The lower free movement of effect, the locking device of the earthquake isolating equipment further includes impact bead, and the impact bead is located at that protecting box is interior, quality
The side of block.
A kind of unlock design method of the locking device of earthquake isolating equipment as mentioned, is as follows：
Step 1 determines the initialization acceleration a of earthquake isolating equipment1, a1Less than by《Seismic design provision in building code》Determining
The basic acceleration a of design of earthquake isolating equipment placing position place fortification intensity0；Initialization acceleration a1For locking device unlock, every
Shake device starts, acceleration when entering by non-earthquake state earthquake state.
Step 2 determines mass block friction coefficient μ upper and lower surfaces of by friction test1And μ2, spring generates axis pin
Pressure is N, axis pin（1）Gravity is G1, mass block（4）Gravity is G4, according to friction formula, axis pin rubs with mass block contact surface
Wipe power f1=μ1×(N+G1), mass block and protecting box contact surface frictional force f2=μ2×(N+G1+G4), mass block（4）Upper and lower surface
The sum of frictional force be f=f1+f2。
Step 3, according to initialization acceleration a1And the quality m of mass block, judge that mass block is upper and lower surfaces of and rubs
It is f to wipe the sum of power, if meets f<m×a1。
Step 4, if meeting f<m×a1Then design meets the requirements；If conditions are not met, then being set by following measure amendments
Count parameter.
The first changes the size of frictional force by adjusting the friction coefficient of mass block, axis pin.
Second, by adjusting the pressure of spring, change the size of frictional force.
The third changes the size of inertia force by adjusting the quality of mass block.
4th kind, increase boost assemblies or impact bead in protecting box.
Compared with prior art the invention has the characteristics that and advantageous effect：
Simple structure of the present invention, clear principle, deck are fixed with earthquake isolating equipment upper plate, and protecting box is solid with earthquake isolating equipment lower plate
It is fixed, it is contactless between the two, it is locked by axis pin between deck and protecting box, to realize earthquake isolating equipment under non-earthquake state
Remains stationary；And when an earthquake occurs, due to inertia, axis pin generates relative motion with mass block under geological process, mass block
The supporting pin that slips away shaft position, axis pin are detached from deck and slide to protecting box, to realize earthquake isolating equipment under geological process certainly
By moving.
The condition of apparatus of the present invention unlock is to be more than frictional force for inertia force, by the friction system for changing mass block, axis pin
The pressure of number or spring, thus it is possible to vary the size of mass block friction, the change of frictional force size will cause initially to open
Dynamic inertia force changes；The material or size that mass block can also either be changed, by changing mass block quality
Mode changes initial start inertia force；Further, it is also possible to increase boost assemblies or impact bead, ensure matter when earthquake occurs
Gauge block can slip off rapidly；By different adjustment modes, meets the earthquake isolating equipment work requirement under different situations, ensure
When visit personnel push, staff arranges exhibits, relative motion or shaking do not occur for cultural relics display case；In geological process
Automatic unlocking may be implemented in lower locking device, meets the work requirement of earthquake isolating equipment.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the whole schematic three dimensional views of the embodiment of the present invention one.
Fig. 2 is the whole diagrammatic cross-section of the embodiment of the present invention one.
Fig. 3 is that the deck of the embodiment of the present invention one and the relative dimensions of axis pin mark schematic diagram.
Fig. 4 is that the mass size of the embodiment of the present invention one marks schematic diagram.
Fig. 5 marks schematic diagram for the relative dimensions of the protecting box of the embodiment of the present invention one, mass block and protecting box.
Fig. 6 is the earthquake isolating equipment dimension mark schematic diagram of the embodiment of the present invention one.
Fig. 7 is the whole schematic three dimensional views of the embodiment of the present invention two.
Fig. 8 is the whole diagrammatic cross-section of the embodiment of the present invention two.
Fig. 9 is the protecting box schematic three dimensional views of the embodiment of the present invention two.
Figure 10 is the mass block schematic three dimensional views of the embodiment of the present invention two.
Figure 11 is the whole diagrammatic cross-section of the embodiment of the present invention three.
Figure 12 is the whole diagrammatic cross-section of the embodiment of the present invention four.
Reference numeral：1- axis pins, 2- decks, 3- protecting box, 4- mass blocks, 5- springs, 6- earthquake isolating equipments upper plate,
7- earthquake isolating equipments lower plate, 8- marking rods, 9- steel balls, 10- push rods, 11- pallets, 12- supporting rods, 13- inertia balls,
14- lifting ropes, 15- impact beads.
Specific implementation mode
Embodiment one is shown in Figure 1, and the locking device of this earthquake isolating equipment is connected on the earthquake isolating equipment of earthquake isolating equipment
Include from top to bottom sequentially connected deck 2, axis pin 1, protecting box 3 and mass block 4 between plate 6 and earthquake isolating equipment lower plate 7.
Shown in Figure 2, the deck 2 is fixed on the bottom surface of earthquake isolating equipment upper plate 6, and grafting axis pin 1 is provided on deck 2
Card slot, the card slot inner wall are smooth cylinder；The top of the axis pin 1 is inserted into the card slot of deck 2, its top and card slot bottom
Between be crimped with spring 5, the bottom of axis pin 1 penetrates in protecting box 3, is placed on mass block 4,1 bottom of axis pin and mass block 4
Contact surface is shiny surface；The protecting box 3 is quadrangle box, the corresponding top surface for being fixed on earthquake isolating equipment lower plate 7, the top of protecting box
The through-hole across axis pin 1 is provided on face, the side wall of the through-hole is smooth surface.
The mass block 4 is positioned in protecting box 3, and mass block surface is smooth flat, can the free skating in protecting box
It is dynamic, it is the smooth surface for meeting design requirement between bottom and protecting box, can preferably sets steel ball 9, may further reduce and rub
Power is wiped, is conducive to rapidly enter unlocked state；Mass block 4 is the pressure that axis pin 1 provides support while spring 5 being coordinated to provide, will
1 position of axis pin is fixed, you can is limited between earthquake isolating equipment upper plate 6 and earthquake isolating equipment lower plate 7 without relative horizontal movement, deck and guarantor
It is locked by axis pin between shield box, realizes the locking of earthquake isolating equipment, ensure earthquake isolating equipment remains stationary under non-geological process.
When earthquake occurs, due to inertia, axis pin 1 generates horizontal relative motions, mass block with mass block 4 under geological process
4, which slip away, supports the position of axis pin 1, axis pin 1 to be detached from deck 2 and simultaneously slide to protecting box 3, to realize that earthquake isolating equipment is made in earthquake
With lower free movement.
The unlock design method of embodiment one, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6：
The opening diameter of 2 middle part card slot of deck is d2, a diameter of d of 3 middle through-hole of protecting box3, 1 a diameter of d of axis pin1, design
It is required that d1<d2≤d1+ 5mm, d1< d3≤d1+5mm。
It is assumed that it is F that personnel, which push showcase horizontal applied force, under F effects, axis pin 1, deck 2 and 3 material of protecting box are in
Elastic stage, the deformation angle Δ of deck 22For the ratio of the absolute value and deck height of 2 upper and lower surface deformation difference of deck, protect
Protect the deformation angle Δ of box 33For the ratio of the absolute value and protecting box height of 2 upper and lower surface deformation difference of deck, design requirement Δ2
≤ 1/50, Δ3≤1/50。
The card slot trepanning depth of deck 2 is h21, the height of deck 2 is h2, highly it is h after the compression of spring 55, mass block 4
Height is h4, the width of mass block is b4, 1 a diameter of d of axis pin1, 1 length of axis pin is h1, the inside span width of protecting box 3 is b3,
3 height of protecting box is h3, it is h that axis pin 1, which stretches into the depth in 2 trepanning of deck,12, the depth that axis pin 1 stretches into 3 trepanning of protecting box is
h13, the clear distance of earthquake isolating equipment upper plate 6 and earthquake isolating equipment lower plate 7 is h67, design requirement h12+h13≤h1, h5+d1≤h21, d1≤
h12, h12<h4, h2+h3≤h67。
Since the sum of 4 frictional force upper and lower surfaces of of mass block f is less than V, wherein V is that mass block 4 is used to suffered by geological process
Property power V=m × a0, a0To press《Seismic design provision in building code》The design of determining earthquake isolating equipment placing position place fortification intensity is basic
Acceleration, unit m/s2, mass block 4 generates the sliding relative to earthquake isolating equipment lower plate 7 under geological process, and axis pin 1 is in bullet
5 pressure of spring slides under gravity collective effect to protecting box 3, locking device unlock.
Design principle：By carrying out the mode of polishing etc. to mass block, axis pin contact surface, friction coefficient is controlled in a number
Value or a certain range, when device acceleration reaches certain magnitude, the frictional force of mass block is less than inertia force V（V= m×
a1）, i.e. f<m×a1, mass block will be produced relative sliding with protecting box, axis pin, to realize unlock；And under non-earthquake state, example
Such as visit situations such as personnel push, staff arranges exhibits.Only have earthquake isolating equipment upper plate 6 that can shake at this time, and is positioned over building
Earthquake isolating equipment lower plate 7 on plate will not be subjected to displacement, and axis pin upper end and deck 2 mutually limitation, lower end and protecting box are mutual at this time
Limitation, will not be detached from, therefore, earthquake isolating equipment will not unlock startup with mass block.
Due to frictional force f=μ × N, if finding to cannot be satisfied requirements in design process, amendment mass block, axis pin can be passed through
Friction coefficient, or the pressure of spring is adjusted, to achieve the purpose that change frictional force size, according to design principle it is found that dress
It is that inertia force is more than frictional force to set entry condition, and the change of frictional force size will cause initial start inertia force to become
Change；Inertia force=m × a simultaneously1, the size for starting inertia force can be changed by using the mode of different densities material；To sum up
It is affiliated, the amendment of above-mentioned multinomial measure realization device starting loop, theoretically, the locking device of the earthquake isolating equipment can be passed through
What can be designed is very sensitive, i.e. the initialization acceleration a in a very little1In the case of can also unlock the shock insulation dress
It sets, is as follows：
Step 1 determines the initialization acceleration a of earthquake isolating equipment1, a1No more than by《Seismic design provision in building code》It determines
Earthquake isolating equipment placing position place fortification intensity the basic acceleration a of design0；Initialization acceleration a1For locking device, unlock
Earthquake isolating equipment starts, and acceleration when earthquake state is entered by non-earthquake state.
Step 2 determines 4 friction coefficient μ upper and lower surfaces of of mass block by friction test1And μ2, spring generates axis pin
Pressure is N, axis pin（1）Gravity is G1, mass block（4）Gravity is G4, according to friction formula, axis pin rubs with mass block contact surface
Wipe power f1=μ1×(N+G1), mass block and protecting box contact surface frictional force f2=μ2×(N+G1+G4), mass block（4）Upper and lower surface
The sum of frictional force be f=f1+f2。。
Step 3, according to initialization acceleration a1And the quality m of mass block 4, judge that mass block 4 is upper and lower surfaces of
The sum of frictional force is f, if meets f<m×a1。
Step 4, if meeting f<m×a1Then design meets the requirements；If conditions are not met, then being set by following measure amendments
Count parameter：
The first, can change the size of frictional force by the friction coefficient by adjusting mass block, axis pin.
Second, by adjusting the pressure of spring, change the size of frictional force.
The third changes the size of inertia force by adjusting the quality of mass block.
4th kind, increase boost assemblies or impact bead in protecting box.
Protecting box 3 is detachably to splice the rectangular box surrounded by cell board in embodiment one, is closing when device locks
State can reset axis pin 1 and mass block 4 by way of opening side plate after the earthquake.
Embodiment two is referring to shown in Fig. 7, Fig. 8, what is different from the first embodiment is that the lower end level of the mass block 4 is equipped with
Marking rod 8, shown in Figure 10, marking rod 8 is made, is symmetrically distributed in an offside or two for mass block 4 using flexible material
The other end of offside, marking rod 8 passes through protecting box 3, the two to be slidably connected；It is shown in Figure 9, the side plate lower part of the protecting box
Correspondence markings bar 8 is equipped with sliding slot；After the earthquake, marking rod 8 will expose to 3 surface of protecting box across sliding slot, by adjusting
The position of marking rod 8 resets axis pin 1 and mass block 4.
Embodiment three is shown in Figure 11, what is different from the first embodiment is that protecting box 3 is interior, the side of mass block 4 is connected with
Boost assemblies, the boost assemblies include hang push rod 10 inside protecting box, the lifting rope 14 that is connected to push rod end, suspension
Pallet 11 below lifting rope and the supporting rod 12 being fixed in protecting box 3, the top of the supporting rod 12 passes through in pallet
The heart is simultaneously placed with inertia ball 13, and there is the arc groove agreed with 3 outer surface of inertia ball on 12 top of supporting rod, at this point, entire boosting group
Part is equilibrium state.
The other end of the push rod 10 is contacted with the side of mass block 4, when inertia ball 13 under geological process from supporting rod
When 12 tops are slid into pallet 11, the balance of push rod 10 is destroyed, the front end of push rod 10 generates corner, to push mass block 4,
It completes to the booster action of mass block 4, the card slot that ensures that mass block can slip off rapidly when earthquake occurs, axis pin reliably slips away increases
The reliability for having added locking device to work.
Example IV is shown in Figure 12, what is different from the first embodiment is that mass block is slided rapidly when to ensure that earthquake occurs
Open, axis pin reliably slips away card slot, impact bead 15 is placed in protecting box, under geological process, impact bead 15 is under small vibrations
Strenuous exercise occurs, hits mass block 4, completes the booster action of mass block, accelerates the sliding speed of mass block 4, improves locking
The reliability of device work.
Claims (10)
1. a kind of locking device of earthquake isolating equipment is connected to the earthquake isolating equipment upper plate of earthquake isolating equipment（6）With earthquake isolating equipment lower plate（7）
Between, it is characterised in that：It include from top to bottom sequentially connected deck（2）, axis pin（1）, protecting box（3）Be positioned over protecting box
Interior mass block（4）；
The deck（2）It is fixed on earthquake isolating equipment upper plate（6）Bottom surface, deck（2）On be provided with grafting axis pin（1）Card slot；
The axis pin（1）Top be inserted into deck（2）Card slot in, axis pin（1）Bottom penetrate protecting box（3）It is interior, be placed in
Mass block（4）On；
The protecting box（3）It is fixed on earthquake isolating equipment lower plate for quadrangle box, correspondence（7）Top surface, open on the top surface of protecting box
Have across axis pin（1）Through-hole.
2. the locking device of earthquake isolating equipment according to claim 1, it is characterised in that：The axis pin（1）Top and card
Spring is crimped between trench bottom（5）.
3. the locking device of earthquake isolating equipment according to claim 1, it is characterised in that：The mass block（4）Bottom be
Smooth surface or mass block（4）Bottom and protecting box between be equipped with steel ball（9）.
4. the locking device of earthquake isolating equipment according to claim 2, the axis pin bottom and mass block（4）Contact surface be
Cambered surface or plane.
5. the locking device of earthquake isolating equipment according to claim 2, it is characterised in that：The protecting box（3）Upper through-hole is
Cylindrical hole, side wall are shiny surface.
6. the locking device of earthquake isolating equipment according to claim 5, it is characterised in that：The protecting box（3）Upper through-hole
Lower edges carry out chamfering.
7. the locking device of earthquake isolating equipment according to claim 2, it is characterised in that：The card slot of the deck is that cylindricality is blind
Hole, its inner wall are shiny surface.
8. the locking device of the earthquake isolating equipment according to claim 2 to 7 any one, it is characterised in that：It further include boosting
Component, the boost assemblies are located at protecting box（3）Interior, mass block（4）Side, the boost assemblies include hanging in protecting box
Internal push rod（10）, be connected to the lifting rope of push rod end（14）, the pallet that is suspended below lifting rope（11）It is protected with being fixed on
Box（3）Interior supporting rod（12）, the supporting rod（12）Top pass through pallet center and be placed with inertia ball（13）, institute
State supporting rod（12）Top has and inertia ball（1 3）The arc groove that outer surface is agreed with, the push rod are equilibrium state.
9. the locking device of the earthquake isolating equipment according to claim 2 to 7 any one, it is characterised in that：Further include hitting
Ball（15）, the impact bead（15）Positioned at protecting box（3）Interior, mass block（4）Side.
10. a kind of unlock design method of the locking device of earthquake isolating equipment as described in claim 2 to 9 any one, special
Sign is, is as follows：
Step 1 determines the initialization acceleration a of earthquake isolating equipment1, a1No more than by《Seismic design provision in building code》It is determining every
Shake the basic acceleration a of design of device placing position place fortification intensity0；
Step 2 determines mass block by friction test（4）Friction coefficient μ upper and lower surfaces of1And μ2, pressure that spring generates axis pin
Power is N, axis pin（1）Gravity is G1, mass block（4）Gravity is G4, according to friction formula, axis pin and mass block contact surface friction
Power f1=μ1×(N+G1), mass block and protecting box contact surface frictional force f2=μ2×(N+G1+G4), mass block（4）It is upper and lower surfaces of
The sum of frictional force is f=f1+f2；
Step 3, according to initialization acceleration a1And mass block（4）Quality m, judge mass block（4）It is upper and lower surfaces of to rub
It is f to wipe the sum of power, if meets f<m×a1；
Step 4, if meeting f<m×a1Then design meets the requirements；If conditions are not met, then being joined by following measure amendment designs
Number：
The first changes the size of frictional force by adjusting the friction coefficient of mass block, axis pin；
Second, by adjusting the pressure of spring, change the size of frictional force；
The third changes the size of inertia force by adjusting the quality of mass block；
4th kind, increase boost assemblies or impact bead in protecting box.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611104437.5A CN106594144B (en) | 2016-12-05 | 2016-12-05 | A kind of locking device and unlock design method of earthquake isolating equipment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611104437.5A CN106594144B (en) | 2016-12-05 | 2016-12-05 | A kind of locking device and unlock design method of earthquake isolating equipment |
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| Publication Number | Publication Date |
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| CN106594144A CN106594144A (en) | 2017-04-26 |
| CN106594144B true CN106594144B (en) | 2018-09-18 |
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| CN201611104437.5A Active CN106594144B (en) | 2016-12-05 | 2016-12-05 | A kind of locking device and unlock design method of earthquake isolating equipment |
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| CN108108571B (en) * | 2018-01-11 | 2021-06-15 | 中国航空规划设计研究总院有限公司 | Adjustable locking device and unlocking design method of shock isolation device |
| CN109826847A (en) * | 2019-03-04 | 2019-05-31 | 西安建筑科技大学 | A kind of automatic locking apparatus for earthquake isolating equipment |
| CN110174859B (en) * | 2019-05-07 | 2021-07-27 | 中国航空规划设计研究总院有限公司 | Device, system and method for monitoring locking state of anti-vibration device |
| CN111365407B (en) * | 2020-04-21 | 2022-05-13 | 绵阳师范学院 | Cultural relic placing shock-proof device |
| CN113357304B (en) * | 2020-12-31 | 2023-06-09 | 中国电力科学研究院有限公司 | Inverted pendulum type shock isolator locking device |
| CN113027888B (en) * | 2021-03-30 | 2022-06-17 | 四川省龙丹纳科技有限公司 | Shock isolation device capable of automatically triggering unlocking function during earthquake and unlocking method thereof |
| CN113531023B (en) * | 2021-06-10 | 2022-08-16 | 北京工业大学 | Overturning type horizontal shock-insulation trigger |
| CN114934973B (en) * | 2022-06-30 | 2023-07-14 | 中国航空规划设计研究总院有限公司 | Quick reset locking mechanism of antique showcase vibration isolator |
| CN115363360B (en) * | 2022-08-26 | 2023-10-31 | 株洲时代新材料科技股份有限公司 | Locking device and librarian cultural relics shock mount |
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| JPH10504088A (en) * | 1994-04-18 | 1998-04-14 | ミネソタ マイニング アンド マニュファクチャリング カンパニー | Tuning mass damper |
| CN1128913C (en) * | 1998-07-01 | 2003-11-26 | 西安交通大学 | Roll-swing type earthquake isolator |
| FR2905997B1 (en) * | 2006-09-14 | 2008-11-28 | Conseil Et Tech Sarl | FRICTION DEVICE FOR EFFORT CONTROL, AND A FRICTION DAMPER COMPRISING SUCH A DEVICE |
| CN202360667U (en) * | 2011-11-17 | 2012-08-01 | 故宫博物院 | Three-dimensional cultural-relic seismic isolation device with limit protection system |
| CN104141719B (en) * | 2014-06-27 | 2018-05-25 | 北京工业大学 | A kind of antitorque transition three-dimensional antique vibration isolation device |
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2016
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