CN103174320A - Building shock isolation and prevention system with shock isolation mechanism capable of being started instantly - Google Patents
Building shock isolation and prevention system with shock isolation mechanism capable of being started instantly Download PDFInfo
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- CN103174320A CN103174320A CN2011104349427A CN201110434942A CN103174320A CN 103174320 A CN103174320 A CN 103174320A CN 2011104349427 A CN2011104349427 A CN 2011104349427A CN 201110434942 A CN201110434942 A CN 201110434942A CN 103174320 A CN103174320 A CN 103174320A
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Abstract
The invention discloses a building shock isolation and prevention system with a shock isolation mechanism capable of being started instantly. The building shock isolation and prevention system comprises a sensor, a processing unit, a shock absorption system, an oil pressure bearing system and a multilayer sliding system. When an earthquake happens, the sensor receives the information that a working quadrant of a building moves and inclines and can provide side dip angle parameters for the processing unit, the processing unit converts the side dip angle parameters of the working quadrant into a damping coefficient of the oil pressure bearing system, the oil pressure bearing system is enabled to adjust, control and distribute the balance of the building through corresponding damping force, and the multilayer sliding system is matched with the oil pressure bearing system to remove the horizontal stress of the earthquake. Therefore, the functions of the components are fully achieved, the stress generated by the earthquake can be substantially reduced and dispersed, and the effect of shock isolation and prevention of the building can be achieved.
Description
Technical field
The present invention relates to building free shake shock-absorbing technique field, start the building free shake suspension system of exempting from the mechanism of shaking but particularly relate to a kind of moment.
Background technology
It is that the inventor used invention again to the extension of the front case " building and structure but moment starts the shake of exempting from of exempting from shake mechanism " (application number is 201010209948.X) of Patent Office's application last year that this case is invented.
undoubtedly, the technological thought that front case invention is adopted and the means of dealing with problems have been enough to reach reliable safety guarantee to the shake protection of exempting from of most buildings, yet the industry that some is special and place are highly harsh (as the wafer semiconductor manufacturing factory for shockproof requirement, often carry out the hospital of surgery or micrurgy, important information storage control center, there is the important legacy of human civilization, priceless national treasure level exhibition of cultural relics shop and precision require other high high-tech industries etc.), even producing or the process of carrying out has slight vibrations, also might lead to the heaviness loss that is difficult to make up.For these industries and place, front case application can't reach its shockproof requirement.
So this case inventor is in line with excelsior spirit, make more deep finer discussion research and development with regard to the existing architecture principle of front case invention, and then by extremely using up the well-designed of clever thought, solved up hill and dale the microseism problem of the above-mentioned industry of impact harm, thereby above-mentioned industry and Code in Hazardous Special Locations also can be slept without any anxiety when earthquake occurs.
Summary of the invention
The building free shake suspension system that but main purpose of the present invention is to provide a kind of moment to start exempts from the mechanism of shaking, separate with ground by building, make building by the load of oil pressure bearing system, when earthquake occurs, be used for the sensor of sensing building angle of heel parameter and the inclination degree that processing unit calculates building by interior of building, and then order about the balance that oil pressure bearing system generation damping force regulates and controls to distribute building.
Exempt to shake machine-processed building free shake suspension system but another object of the present invention is to provide a kind of moment to start, in the building surrounding, the oil pressure bearing system is set, the infringement of avoiding building to cause because of seismic wave.
The building free shake suspension system that but another purpose of the present invention is to provide a kind of moment to start exempts from the mechanism of shaking, processing unit wherein is according to the priority of work quadrant trend with the corresponding damping force of situation automatic decision oil pressure bearing system that tilts, and allows building reach balance in the inferior mode of increasing or decreasing gradually of multifrequency.
But the moment that can reach the foregoing invention purpose starts the building free shake suspension system of exempting from the mechanism of shaking to be comprised: be arranged at interior of building, be used for the sensor (sensor) of sensing building angle of heel (oblique angle) parameter and the processing unit that is connected with described sensor, and described building bottom is provided with the shock-absorbing system (absorber systems) and oil pressure bearing system (hydraulic oil pressure system) of support of buildings
described building arranges sensor in quadrant unit (quadrant unit), offer described processing unit with the angle of heel parameter that it is recorded, roll the sensing judgement and control for it, when the work quadrant (quadrant of operation) of building has trend and tilts (strike and dip), to the work angle of heel parameter conversion of quadrant of processing unit becomes the damped coefficient (Coefficient of damping) of oil pressure bearing system, and make the oil pressure bearing system distribute the balance (equilibrium) of (distribute) regulation and control (control) building with the damping force (Damping force) of correspondence, and eliminate the seismic wave horizontal stress by the multilayer sliding system, protect described safety of building.
Description of drawings
But the moment that Fig. 1 is the present invention to be proposed starts the structural profile schematic diagram of the first embodiment of the building free shake suspension system of exempting from the mechanism of shaking, is used for the situation before explanation the present invention does not move;
Fig. 2 is the action schematic diagram of first embodiment of the invention, is used for the situation that explanation the present invention starts shock-absorbing mechanism;
Fig. 3 is the structural profile schematic diagram of the second embodiment of the present invention, is used for the situation before explanation the present invention does not move;
Fig. 4 is the action schematic diagram of second embodiment of the invention, is used for the situation that explanation the present invention starts shock-absorbing mechanism;
Fig. 5 is the schematic appearance of shock-absorbing provided by the invention system, the composition when being used for explanation absorbing element and being the connecting rod shock absorber;
Fig. 6 is the schematic appearance of shock-absorbing provided by the invention system, the composition when being used for explanation absorbing element and being elastic body;
Fig. 7 is the generalized section of multiple-level stack structure provided by the invention;
Fig. 8 is the generalized section of another embodiment of multiple-level stack structure provided by the invention;
Fig. 9 is the allocation plan of multiple-level stack structure provided by the invention and oil pressure bearing system;
Figure 10 is the schematic perspective view of the dish shape slide plate of multiple-level stack structure provided by the invention;
Figure 11 is the schematic perspective view of another embodiment of the dish shape slide plate of multiple-level stack structure provided by the invention;
When being the earthquake generation, Figure 12 and Figure 13 produce in work quadrant A side the situation of inclination;
Figure 14 is the action schematic diagram that damped coefficient that oil pressure bearing system provided by the invention calculates according to processing unit is adjusted damping force;
Figure 15 is the motion flow block diagram of shock-absorbing mechanism provided by the invention;
Figure 16 is the motion flow block diagram that processing unit judgement work quadrant tilts
Figure 17 is the structure chart of another embodiment of oil pressure bearing system provided by the invention, is used for being provided with between explanation the first bearing carrier some the second oil pressure unit and comes segment processing to adjust damping force, avoids the building sustain damage;
Figure 18 is the structure chart of an embodiment more of the present invention;
Figure 19 is that Figure 18 embodiment is aided with the absorbing element in order to subdue the structure chart of another embodiment that eliminates vertical vibration;
Figure 20 is the position configuration figure of seismic wave sensing system provided by the invention, is used for explanation seismic wave sensing system configurable various places, and can be by the seismic wave sensing system with the seismic wave signal transmission to processing unit;
Figure 21 is seismic wave sensing system transmission signal provided by the invention and processing unit transmission oil pressure bearing system enabling signal and the action flow chart of adjusting damping value;
Figure 22 is the action flow chart of another embodiment of the present invention;
Figure 23 is the three-dimensional generalized section of specific embodiments of the invention.
Description of reference numerals: 1-shock-absorbing system; 11-the first bearing carrier; 12-absorbing element; 2-multilayer sliding system; 21-the second bearing carrier; The 22-sliding shoe; 23-multiple-level stack structure; 231-dish shape slide plate; The 232-hole; The 233-flange; The 24-bearing base; The 25-cushion packing; The 26-load bearing seat; The 27-slide block; 28-hollow and annular plate; The 29-spatial accommodation; 3-oil pressure bearing system; 31-the 3rd bearing carrier; 32-the second oil pressure unit; The 4-processing unit; 41-seismic wave sensor; 5-seismic wave sensing system; The 7-sensor.
The specific embodiment
But seeing also Fig. 1, Fig. 3 and moment provided by the present invention shown in Figure 23 starts the building free shake suspension system of exempting from the mechanism of shaking, and this system mainly comprises: be arranged at interior of building, be used for the sensor 7 of sensing building angle of heel parameter; The processing unit 4 that is connected with sensor 7; Described building bottom arranges is used for shock-absorbing system 1, oil pressure bearing system 3 and the multilayer sliding system 2 of support of buildings.
described building arranges sensor 7 in quadrant unit, offer processing unit 4 with the angle of heel parameter (or horizontal variable signal) that it is recorded, roll the sensing judgement and control for it, when the work quadrant of building has trend and tilts, described sensor 7 offers processing unit 4 with the angle of heel parameter of collecting and judges and calculate, to the work angle of heel parameter conversion of quadrant of processing unit 4 becomes the damped coefficient of oil pressure bearing system 3, and make oil pressure bearing system 3 distribute the balance of building with the damping force of correspondence, and eliminate the seismic wave horizontal stress by multilayer sliding system 2, the protection safety of building.In addition, processing unit 4 comes the control priority of damping force corresponding to automatic decision oil pressure bearing system 3 according to trend and the situation of inclination of work quadrant.
As Fig. 5 and shown in Figure 6, described shock-absorbing system 1 is arranged at the building bottom, in order to support of buildings, furthermore, shock-absorbing system 1 comprises the first bearing carrier 11 and absorbing element 12, the first bearing carrier 11 is used for the carrying building, and absorbing element 12 is arranged on the first bearing carrier 11, and absorbing element 12 is used for reducing up-down vibration and the horizontal vibration of building.As shown in Figure 5, absorbing element 12 is the connecting rod shock absorber, and the building kinetic energy in the vertical direction that ground can be caused is transformed into the elasticity potential energy of self, exempts to shake effect with what reach vertical direction; As shown in Figure 6, absorbing element 12 is elastic body, and its vertical vibration to the building that ground causes cushions and absorbs, thereby the vibration kinetic energy of the vertical direction that the snubber earthquake applies building avoids building to cause damage because of earthquake; In addition, the present invention can be in conjunction with above-mentioned connecting rod shock absorber and elastomeric advantage, make connecting rod shock absorber and the elastic body of absorbing element 12 for combining, wherein, the described building kinetic energy in the vertical direction that the connecting rod shock absorber causes ground is transformed into the elasticity potential energy of self, elastic body cushions and absorbs the vertical vibration of the described building that ground causes, thereby makes building can more effectively reduce up-down vibration and horizontal vibration.
The vertical setting of described oil pressure bearing system 3 is installed on the 3rd bearing carrier 31, described oil pressure bearing system 3 is used for supporting and fixed buildings usually, when earthquake produces, above-mentioned processing unit 4 is controlled the damped coefficient of oil pressure bearing system 3 according to the angle of heel parameter of work quadrant, order about oil pressure bearing system 3 and distribute the building balance with the damping force of correspondence.In addition, building periphery or side are provided with again several oil pressure bearing systems that arrange in the horizontal direction 3 and carry out supplemental support, like this, building can not rocked because produced by impact that high wind blows, and the oil pressure bearing system 3 of periphery or side also can be reached the effect that above-mentioned regulation and control distribute the building balance when earthquake occurs.
But the above-mentioned moment that is a preferred embodiment provided by the present invention starts each member of the building free shake suspension system of exempting from the mechanism of shaking and the explanation of assembling mode thereof, and is then again that mode of occupation of the present invention and the characteristics is as follows:
At first, and see also Fig. 1 and Fig. 3, building bottom and periphery are propped up by shock-absorbing system 1 and oil pressure bearing system 3 at ordinary times and are fixed in certain position, make absorbing element 12 can not cause because of the weight of bearing for a long time building absorbing element 12 elastic fatigues and the fatigue of materials of shock-absorbing system 1 aging, thereby can extend the application life of absorbing element.Again as shown in Figure 9, described oil pressure bearing system 3 is spaced with multilayer sliding system 2, and it is in order to the load of load building or elimination building.Building in the vertical direction with the bearing support of the oil pressure bearing system 3 of horizontal direction under, also can to Wind-Pressure Resistance, avoid building to wave because high wind blows and rock.Be provided with several the first bearing carriers 11 between building and oil pressure bearing system 3, described the first bearing carrier 11 is except the energy support of buildings, can also avoid oil pressure bearing system 3 because distributing damping force to injure the bottom of building, thereby the situation of finally damaging building occurs, and the first bearing carrier 11 is provided with absorbing element 12, absorbing element 12 can absorb earthquake and impose on building vibration kinetic energy in the vertical direction, avoid building to cause damage because of earthquake, make building can more effectively reduce up-down vibration and horizontal vibration.The small vibration that produces when oil pressure bearing system 3 distributes damping force also can utilize absorbing element 12 to absorb, thereby extends the application life of oil pressure bearing system 3.
See also Fig. 2, Fig. 4 and Figure 12, when earthquake occurs when, the processing unit 4 that is connected with sensor 7 also is electrically connected to oil pressure bearing system 3, in order to receive seismic wave information, thereby start oil pressure bearing system 3 and eliminate load, that is to say, make oil pressure bearing system 3 release pressures of carrying and support of buildings vertical direction and horizontal direction drop to slowly a position, allow designed arrangement in advance exempt from shake suspension system and carry the building total weight, make its recovery relative displacement state that can move horizontally.Simultaneously, be arranged at interior of building and namely trend and the inclination of building work quadrant measured for the sensor 7 of sensing building angle of heel parameter, obtain the angle of heel parameter and offer processing unit 4, roll the sensing judgement and control for it;
See also Figure 13 and produce the situation of inclination to the a-quadrant of work quadrant shown in Figure 15, sensor 7 namely detects the inclined degree that a-quadrant vertically reaches horizontal direction, the angle of heel parameter that obtains is transferred to processing unit 4, described processing unit 4 will be adjusted according to the angle of heel parameter that sensor 7 provides the damped coefficient of oil pressure bearing system 3 on a-quadrant, and oil pressure bearing system 3 just distributes the building balance with the damping force of correspondence, building can not produced tilt to damage.It is worth mentioning that, the damping force of described oil pressure bearing system 3 is to adjust in the inferior mode of increasing or decreasing gradually of multifrequency, and its kinetic energy that is transmitted at last building is very little.
As shown in figure 16, in the present invention, when processing unit 4 receives the angle of heel parameter of work quadrant generation inclination and trend, described processing unit 4 automatic decisions are oil pressure bearing system 3 or the horizontal direction oil pressure bearing systems 3 that will drive vertical direction, perhaps drive simultaneously the oil pressure bearing system 3 of vertical direction and horizontal direction, like this, the work quadrant in the vertical direction, horizontal direction or vertical direction and horizontal direction occur simultaneously to roll and when moving towards, all can start oil pressure bearing system 3 and come the balance building; In simple terms, if a-quadrant produces in the vertical direction trend and tilts, processing unit 4 namely comes automatic decision according to the angle of heel parameter that sensor 7 transmits, and then drives the oil pressure bearing system 3 adjustment damping forces of a-quadrant vertical direction; If produce in the horizontal direction trend on a-quadrant and tilt, the oil pressure bearing system 3 that drives the a-quadrant horizontal direction is adjusted damping force; If a-quadrant produces inclination and the trend of vertical direction and horizontal direction simultaneously, the oil pressure bearing system 3 of a-quadrant vertical direction and horizontal direction is adjusted damping force simultaneously, thus, building all can remain on plumbness at any time and not have the situation generation that produces.
in addition, when producing horizontal vibration when the earthquake generation, sliding shoe 22 on described multiple-level stack structure 23 is being subjected to the force direction reciprocally swinging, make 231 of 231 of every dish shape slide plates and dish shape slide plates, produce relative sliding with its bearing base that carries 24, thereby eliminate the horizontal stress that earthquake produces, and dish shape slide plate 231 edges have a flange 233, make dish shape slide plate 231 can not cause dish shape slide plate 231 to come off because waving strength, and the trace vibration of shock-absorbing system 1 meeting snubber up-down vibration and horizontal direction, make building be subject to reliable safeguard protection.at this emphasis that will emphasize especially be: the interelement of these multilayer sliding system 2 its all combinations (231 and 24) is all done mutually tight corresponding applying with the curvature of curved surface of alternation, so its shock insulation cycle " non-definite value ", when occuring, earthquake will never produce resonance with specific seismic wave, that is to say and respectively have different curvature because of the curved surface between this sliding system 2 its each sliding memberss, therefore can adapt to different seismic wave characteristics, therefore, various intricate, far and near territory seismic wave and principal earthquake, during all different seismic waves of aftershock include, all can be fully inclusive and equitable, therefore can thoroughly avoid producing with certain contingent seismic wave frequency and shake altogether phenomenon.
See also Figure 17 and be another embodiment of oil pressure bearing structure in the building free shake suspension system that the present invention proposes, described oil pressure bearing system 3 also comprises one second oil pressure unit 32, described oil pressure bearing system 3 is arranged on the 3rd bearing carrier 31, and the second oil pressure unit 32 is arranged on the second bearing carrier 21, when earthquake occurs, processing unit 4 starts oil pressure bearing system 3 and the second oil pressure unit 32, simultaneously, make sliding shoe 22 on multiple-level stack structure 23 and dish-shaped slide plate 231 at the horizontal vibration reciprocally swinging; And then roll the priority of the damping force of sensing judgement the second oil pressure unit 32 correspondences, and control the priority of damping force in the mode of segment processing (Stage treatment), rocking that earthquake produces can be controlled damping force in the mode of segment processing by the second oil pressure unit 32, can eliminate the small angle of heel that seismic wave produces.
in conjunction with the oil pressure bearing system 3 that is used for the carrying building and the second oil pressure unit 32 between the first bearing carrier 11, oil pressure bearing system 3 wherein and the function of the second oil pressure unit 32 are as indicated above, when earthquake occurs, oil pressure bearing system 3 supports building makes it keep balance, the mode of the second 32 of oil pressure unit with segment processing adjusted damping value, like this, between above-mentioned the first bearing carrier 11, 3 of the second oil pressure unit 32 and oil pressure bearing systems distribute damping value, can make building can more effectively reduce up-down vibration and horizontal vibration, reach the effect of shock-absorbing, and each sliding contact surface that the multilayer sliding system is 2 all scribbles, the material that is coated with or posts wear-resisting easy cunning (is 231 of sliding shoe 22 and dish shape slide plates, every dish shape slide plate 231, 24 of dish shape slide plate 231 and bearing bases) and the coefficient of sliding friction of described multilayer sliding system 2 is significantly reduced, and when Earthquake is given birth to horizontal vibrating, its kinetic energy will transmit between the sliding members of above-mentioned low-frictional force layer by layer, and can do the successively decay of geometric progression, last absorb through the shock absorbing device of top the first bearing carrier 11 again, its vibration energy that can be sent to building at last makes building almost can reach the shake state of exempting from very little.In addition, dish shape slide plate 231 can convert the horizontal movement kinetic energy of earthquake to the vertical potential energy of building, and makes building still can get back to original the most stable minimum position later in earthquake.And Figure 18 is an embodiment more of the present invention, and oil pressure bearing system 3 converts the shock-absorbing mechanism of vertical vibration stress to because of the switching of software.Figure 19 is aided with shock absorber 12 in order to absorb another embodiment that eliminates the earthquake vertical vibration for Figure 18 embodiment.
The building free shake suspension system that Figure 20 and Figure 21 provide also includes a seismic wave sensing system 5, described processing unit 4 is connected with seismic wave sensing system 5 with wired connection or wireless connections mode respectively, in order to receiving seismic signal, and produce an alerting according to a criterion; In actual applications, seismic wave sensing system 5 and then include communication device, when earthquake occurs, seismic wave sensing system 5 transmits a signal to processing unit 4 with communication device, processing unit 4 namely starts the load that oil pressure bearing system 3 is eliminated building, start shock-absorbing mechanism and adjust the priority of damping force according to the work quadrant degree that tilts, and multilayer sliding system 2 is moved simultaneously and is eliminated the stress that seismic wave produces, thereby give full play to it institute is due and exempt to shake incabloc function, to guarantee safety of building.
Shown in Figure 22, the seismic wave sensor 41 of described processing unit 4 belongs to a kind of back-up system, seismic wave sensor 41 can in time be worked when aforesaid seismic wave sensing system 5 damages malfunctioning can't the startup for some reason, come synchronous driving one seismic wave signal to oil pressure bearing system 3 in the very first time that seismic wave arrives by the inner default seismic wave sensor 41 of processing unit 4, order simultaneously oil pressure bearing system 3 to start to eliminate the load of building, the seismic wave that makes building be avoided being subject to subsequently and come attacks, to ensure safety of building, as Fig. 2 and shown in Figure 4.According to above-mentioned building free shake suspension system, the present invention starts oil pressure bearing system 3 by processing unit 4, also can refer to oil pressure bearing system 3 (no matter being all carryings or part carrying) and the building periphery of carrying building are all discharged pressure as the oil pressure bearing system 3 of firm support usually, and by designed arrangement in advance exempt to shake the total weight that building is carried in building structure, make can the move horizontally state of relative displacement of its recovery.
Mutually compare with prior art, building free shake suspension system provided by the present invention has advantages of following:
1. in the present invention, no matter sensor is that seismic wave vertical, horizontal direction can both be grasped really, and the damped coefficient of adjustment oil pressure bearing system reaches the effect of shock-absorbing if coordinating the utilization of processing unit.
2. in the present invention, by building free shake suspension system provided by the invention, except allowing building can keep balance to ensure people's lives and properties, the oil pressure bearing system is adjusted damping force with the inferior increasing or decreasing gradually of multifrequency, and its kinetic energy that is transmitted at last building is very little.
3. in the present invention, be provided with the second oil pressure unit between the first bearing carrier and control the priority of damping force in the mode of segment processing (Stage treatment), after rocking of producing of earthquake adjusted suitable damping force by the second oil pressure unit gradually in the mode of segment processing, can eliminate the small angle of heel that seismic wave produces.
Disclosing of the above embodiment is that technical characterictic of the present invention is described; be not to limit the present invention; within the spirit and principles in the present invention all; any modification of doing, be equal to replacement, improvement etc.; and the displacement of the variation of numerical value and equivalence element, within all should being included in protection scope of the present invention.
Claims (10)
1. but a moment starts the building free shake suspension system of exempting from the mechanism of shaking, comprise: be arranged at interior of building, be used for the sensor of sensing building angle of heel parameter and the processing unit that is connected with described sensor, and described building bottom is provided with shock-absorbing system, oil pressure bearing system and the multilayer sliding system of support of buildings, it is characterized in that:
Described building arranges sensor in quadrant unit; offer described processing unit with the angle of heel parameter that it is recorded; roll the sensing judgement and control for it; when the work quadrant of building has trend and tilts; to the work angle of heel parameter conversion of quadrant of processing unit becomes the damped coefficient of oil pressure bearing system; and make the oil pressure bearing system regulate and control the balance of distribution building with the damping force of correspondence; and eliminate the seismic wave horizontal stress by the multilayer sliding system, protect described safety of building.
2. but moment according to claim 1 starts the building free shake suspension system of exempting from the mechanism of shaking, it is characterized in that, described shock-absorbing system comprise be used to the first bearing carrier that carries described building, place sliding shoe the second bearing carrier, the 3rd bearing carrier that described oil pressure bearing system is installed and the absorbing element that reduces described building up-down vibration and horizontal vibration are set.
3. but moment according to claim 2 starts the building free shake suspension system of exempting from the mechanism of shaking, it is characterized in that, described absorbing element is the connecting rod shock absorber, and its described building kinetic energy in the vertical direction that ground is caused is transformed into the elasticity potential energy of self.
4. but moment according to claim 2 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, described absorbing element is elastic body, and its vertical vibration to the described building that ground causes cushions and absorbs.
5. but moment according to claim 2 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, described absorbing element is connecting rod shock absorber and the elastic body that combines; Wherein, described connecting rod shock absorber described building kinetic energy in the vertical direction that ground is caused is transformed into the elasticity potential energy of self; Described elastic body cushions and absorbs the vertical vibration of the described building that ground causes.
6. but moment according to claim 1 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, described processing unit is used for the control priority of damping force corresponding to automatic decision oil pressure bearing system.
7. but moment according to claim 1 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, the damping force of described oil pressure bearing system is adjusted in the inferior mode of increasing or decreasing gradually of multifrequency.
8. but moment according to claim 1 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, described oil pressure bearing system comprises the second oil pressure unit of controlling described damping force in the segment processing mode.
9. the building free shake suspension system of exempting from the mechanism of shaking that starts claimed in claim 8, is characterized in that, described oil pressure bearing system also can add that the second oil pressure unit comprehensively forms, and reduces building up-down vibration and horizontal vibration and reaches incabloc function.
10. but moment according to claim 1 starts the building free shake suspension system of exempting from the mechanism of shaking, and it is characterized in that, described processing unit according to described building, trend occurs orders about described oil pressure bearing system action with the work quadrant that tilts.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011104349427A CN103174320A (en) | 2011-12-22 | 2011-12-22 | Building shock isolation and prevention system with shock isolation mechanism capable of being started instantly |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104349427A CN103174320A (en) | 2011-12-22 | 2011-12-22 | Building shock isolation and prevention system with shock isolation mechanism capable of being started instantly |
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| CN103174320A true CN103174320A (en) | 2013-06-26 |
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| CN2011104349427A Pending CN103174320A (en) | 2011-12-22 | 2011-12-22 | Building shock isolation and prevention system with shock isolation mechanism capable of being started instantly |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100674A (en) * | 2014-07-09 | 2014-10-15 | 中国航空规划建设发展有限公司 | Earthquake preventing method for floating cultural relic |
| CN109764895A (en) * | 2019-03-20 | 2019-05-17 | 中国地震局地壳应力研究所 | A kind of fast and stable system and method for the inclination sensor for ground inclination monitoring |
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| CN1037374A (en) * | 1988-04-25 | 1989-11-22 | 吴全忠 | A kind of anti-vibrating structure of buildings for insulating earthquake energy |
| JPH116541A (en) * | 1997-06-16 | 1999-01-12 | Kayaba Ind Co Ltd | Vibration isolation device |
| CN1311381A (en) * | 2000-08-09 | 2001-09-05 | 广州大学 | Variable rigidity shock absorption detecting and controlling system |
| US20110271606A1 (en) * | 2008-12-19 | 2011-11-10 | Golden Wheels Defense Fire Co., Ltd. | System and method of preventing disaster for a skyscraper |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1037374A (en) * | 1988-04-25 | 1989-11-22 | 吴全忠 | A kind of anti-vibrating structure of buildings for insulating earthquake energy |
| JPH116541A (en) * | 1997-06-16 | 1999-01-12 | Kayaba Ind Co Ltd | Vibration isolation device |
| CN1311381A (en) * | 2000-08-09 | 2001-09-05 | 广州大学 | Variable rigidity shock absorption detecting and controlling system |
| US20110271606A1 (en) * | 2008-12-19 | 2011-11-10 | Golden Wheels Defense Fire Co., Ltd. | System and method of preventing disaster for a skyscraper |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104100674A (en) * | 2014-07-09 | 2014-10-15 | 中国航空规划建设发展有限公司 | Earthquake preventing method for floating cultural relic |
| CN104100674B (en) * | 2014-07-09 | 2016-02-17 | 中国航空规划设计研究总院有限公司 | A kind of shock prevention method of floating historical relic |
| CN109764895A (en) * | 2019-03-20 | 2019-05-17 | 中国地震局地壳应力研究所 | A kind of fast and stable system and method for the inclination sensor for ground inclination monitoring |
| CN109764895B (en) * | 2019-03-20 | 2023-09-01 | 应急管理部国家自然灾害防治研究院 | Quick stabilizing system and method for inclination sensor for ground inclination monitoring |
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Application publication date: 20130626 |