CN101654962A - Antiseismic building - Google Patents
Antiseismic building Download PDFInfo
- Publication number
- CN101654962A CN101654962A CN 200810046364 CN200810046364A CN101654962A CN 101654962 A CN101654962 A CN 101654962A CN 200810046364 CN200810046364 CN 200810046364 CN 200810046364 A CN200810046364 A CN 200810046364A CN 101654962 A CN101654962 A CN 101654962A
- Authority
- CN
- China
- Prior art keywords
- building
- ground
- fallen
- shake
- earthquake
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides an antiseismic product, and relates to an antiseismic building. Because 18 times of earthquakes above M7 and 1 to 2 times above M8 occur on the earth each year, people are in dire need of various antiseismic products. The invention provides the building capable of adopting automatic prevention measures to resist earthquakes. The entire building is designed by adopting the principle of tumblers; therefore, the building is just like a tumbler and does not collapse in a new environment when an earthquake causes ground cracks, sinking or land slides. Moreover, because the groundwork of the building is a solid hemispheroid or a laid down semicylinder, a cambered surface at the bottom can disperse the impact force of an earthquake on the building and changes the direct ofthe impact force, thereby ensuring that earthquake waves spread toward the periphery of the building; meanwhile, the earth generates powerful attraction on the inclined solid groundwork to force the building to recover and maintain erection or an inclined but not collapsed state, thereby guaranteeing the safety of human life and property. Therefore, the antiseismic building is suitable for schools, factories, city buildings and residential buildings and is particularly suitable for top-grade villas and scenic spot construction.
Description
Technical field
The present invention relates to a kind of antidetonation product, the building that particularly a kind of shake is not fallen.
Background technology
According to expert reflection, the earthquake of the whole world more than 7 grades will take place 18 times every year, and more than 8 grades 1-2 time, China is subjected to pushing of India's plate and Pacific-oceanic plate, and seismic activity is more frequent.
According to statistics, during 2003 to 12 days Mays in 2008, the earthquake that China takes place more than 5.0 grades has wherein having 2 times more than 7 grades, the i.e. Tangshan Earthquake and Wenchuan, the Sichuan violent earthquake on May 12nd, 2,008 17 times.In the violent earthquake of Wenchuan, Sichuan, there is the tens of thousands of people wrecked, the hundreds of thousands of them is injured, and the Wenchuan violent earthquake causes 7,715 hundred million yuan of Sichuan direct economic losses.
According to statistics, property loss that the Wenchuan violent earthquake causes and casualties, 80% collapsing from the house.
Yet China Seismology Bureau represents that earthquake prediction is the world, and earthquake is accurately early warning still, and when earthquake took place, we can't in time allow the people in the house leave, and casualties can't be avoided.
Up to the present, the whole mankind does not also have a kind of, can take to drive automatically anti-measure when destructive earthquake takes place suddenly, force self-recovery and be kept upright or tiltedly and not fall the building of state, human safety of life and property is subjected to the threat of earthquake at any time.
So, the building that people's serious hope has a kind of shake not fall, can be when destructive earthquake takes place suddenly, take to drive automatically anti-measure, the state that forces self-recovery and be kept upright or tiltedly and not fall, serious hope is under the help of the building that this shake is not fallen, and escape is shifted property safely safely.
Summary of the invention
Purpose of the present invention is to provide a kind of antidetonation product, the building that a kind of shake is not fallen.
The building that a kind of shake provided by the invention is not fallen can be taked to drive automatically anti-measure and be carried out antidetonation, and concrete summary of the invention is as follows:
1. the building that a kind of shake provided by the invention is not fallen, whole building adopts lightness sensation in the upper and heaviness in the lower, all around and all roly-poly principle of symmetry designs relatively all around, ground and ground building height are close, and the center of gravity of whole building concentrates on the center or center line of ground.When suffering from powerful destructive earthquake, when the crack, ground appears in the building location, local subsidence, building sink and building when causing moving building in company with the landslide, whole building just becomes an independently integral body, and the overall weight of ground building is compared with the weight of underground ground at this moment, almost can regard as is zero, the state of whole building is determined by ground fully, just as same tumbler, the weight of upper part can't influence the rotation of lower part at all, so in new environment and new position, the state that whole building still is kept upright or tiltedly and is not fallen.
2. the building that a kind of shake provided by the invention is not fallen, ground base section are solid hemisphere, semiellipsoid or the semicylinder of putting upside down, and cambered surface is following.When earthquake took place, the cambered surface of ground basal part was disperseed the impact force of earthquake to building immediately, allows its direction change, and allowed seismic wave to the peripheral propagation of building.Like this, the whole building destruction dynamics that is subjected to earthquake just reduces greatly.
3. base section is hemisphere, semiellipsoid or semicylinder, and the bottom arc shell is made of the anti-seismic steel bar concrete, and there are many anti-seismic steel bar concrete column, crossbeam and batter post in the centre, and these posts are connected with the crossbeam on top and the arc shell of bottom.Institute except that anti-riot basement and anti-seismic steel bar concrete column has living space, and fills up with concrete, sandstone or earth, becomes solid.When destructive earthquake took place suddenly and allow building inclination, the earth produced powerful attraction immediately to the solid ground after tilting, with the state that forces building to recover and be kept upright or tiltedly and not fall.
4. the building that a kind of shake provided by the invention is not fallen, ground load bearing wall are built on the crossbeam of hemisphere, semiellipsoid or semicylinder ground.Ground building has and manyly is connected with hemisphere, semiellipsoid or semicylinder ground and crossbeam, and be in the batter post of different gradients, these batter posts can take place suddenly in destructive earthquake, and when allowing building inclination arrive to a certain degree, automatically serve as column and load-bearing, to guarantee that building all has many upright supports at any time, allow building can collapse.
5. the building that a kind of shake provided by the invention is not fallen is furnished with anti-riot safety cage and basement, and the escape way that leads to anti-riot safety cage and basement is all arranged within doors at every suite.When earthquake takes place; the human threat of not only wanting opposite the Nature; also will be in the face of human own to self-inflicted threat; special violent earthquake all can cause message interrupts each time; can't call out 110; the people in earthquake centre have just become lonely traveller, and the people regular meeting that at this moment survives runs into robbery, even can be killed all so that there won't be any eyewitness left.Some high-grade villas particularly usually become these criminals' target.So, after the earthquake, though building provided by the invention can not fallen by earthquake shake, the people in the building still in time escape into anti-riot safety cage and basement, have passage to lead to basement in the anti-riot safety cage.Because the center of anti-riot basement under ground, the standard width of a room in an old-style house is very little, than safer upstairs, and can prevent construction unit from using inferior materials and turning out substandard goods and does not reach the designing quality of building, causes building to be hurted sb.'s feelings by the earthquake shock collapse.Have, there are some cryptochannels in the basement and the external world again, and the people of convenient anti-riot basement perhaps when running into incident of violence, in time escapes from building after earthquake.
6. the building that a kind of shake provided by the invention is not fallen provides a kind of tunnel construction method.The earth sandstone that the mode that employing mines for coal is dug out underground needs in batches dig out, whenever dig out a part, just build the ground basal part arc shell of a small size, the building lot bottom crucial part of arc shell is, when these shells of building, stay some anti-seismic steel bar concrete tunnels, these tunnels are underground passages, be used for constructional materials is transported to underground, and finish at last ground the bottom arc shell, the building of lower pillar stand and batter post.At last, fill up the tunnel with the anti-seismic steel bar concrete outward from the positive center of bottom arc shell, every building stays different cryptochannel life-savings specially, because the passage in the ground is a lot, and interlaced, the stranger can't know the where is it passage, can't know also and import and export somewhere that this just forms a labyrinth, has only the owner of building just to know how to escape from, the robber will get lost after entering the tunnel, is trapped in below the ground then.
6. the building that a kind of shake provided by the invention is not fallen, its ground and surface structures all can be divided into many fritters, and production and processing in factory is transported to the assembling of building ground then, thereby is shortened construction period greatly.
7. building that a kind of shake provided by the invention is not fallen has thoroughly solved the problem that it is difficult that the scenic spot builds a house.Under normal conditions, the scenic spot need be built some buildings and be used for passenger's rest and inhabitation, yet the scenic spot builds a house and can destroy natural character, ground vegetation and the landform at former scenic spot, the building that a kind of shake provided by the invention is not fallen, its only building villa does not need ground grading, can build by the mountain, by adopting above-mentioned tunnel construction method or production and processing in factory, transport to the scenic spot assembling then, realize not destroying ground vegetation, need not change original landform, not influence the visitor and go sightseeing, and can realize the best combination of building and natural land.
Eventually the above, the building that a kind of shake provided by the invention is not fallen, when destructive earthquake takes place suddenly, can take to drive automatically anti-measure, the state that forces building to recover and be kept upright or tiltedly and not fall, and can drive of the injury of anti-violence incident, thereby guarantee the safety of human life and property to owner.Be applicable to all schools, factory, urban architecture and esidential building, be specially adapted to the construction of high-grade villa and name with the scenic spot.
Description of drawings
Fig. 1: earth upper shed type profile schematic diagram
Fig. 2: the vertical tangent plane schematic diagram of earth upper shed or column type
Fig. 3: the horizontal tangent plane schematic diagram of earth upper shed type bottom hollow type
Fig. 4: two, three layers of horizontal tangent plane schematic diagram of earth upper shed type
Fig. 5: the horizontal tangent plane schematic diagram of earth upper shed type top layer
Fig. 6: the vertical tangent plane schematic diagram of the earth or cylinder Totally-enclosed-type
Fig. 7: the vertical tangent plane schematic diagram of several cylinders of earth upper shed type or symmetrical a few branch
Fig. 8: cylinder hollow type or the vertical tangent plane schematic diagram of symmetrical cuboid building type
Fig. 9: have in the middle of the earth upper shed in several cylinders of building or symmetrical a few branch the vertical tangent plane schematic diagram of cuboid building type is arranged
Figure 10: the vertical tangent plane schematic diagram of the only building of square or cuboid building type
Figure 11: cylinder hollow type or symmetrical cuboid building be very small-sized vertical tangent plane schematic diagram at interval
Figure 12: step cylinder hollow type or the vertical tangent plane schematic diagram of symmetrical step cuboid building type
Figure 13: earth Totally-enclosed-type profile schematic diagram
Figure 14: the full hollow type profile of earth upper shed schematic diagram
Figure 15: building type profile schematic diagram is arranged in the middle of the earth upper shed
Figure 16: cylinder hollow type profile schematic diagram
Figure 17: the only building of square bodily form building profile schematic diagram
Figure 18: cross only building building profile schematic diagram
Figure 19: the only building of king's font building profile schematic diagram
Figure 20: a few column type building profile schematic diagrames of symmetrical several branches
Figure 21: a few cylinder covering shape of the mouth as one speaks profile schematic diagrames of symmetrical several branches
Figure 22: cuboid building type profile schematic diagram is arranged in several cylinders of symmetrical several branches
Figure 23: the only building of cuboid building type profile schematic diagram
Figure 24: symmetrical cuboid building type profile schematic diagram
Figure 25: column type building profile schematic diagram
Figure 26: the schematic diagram that only building villa is built by the mountain in the scenic spot
The specific embodiment
The building that a kind of shake provided by the invention is not fallen is made up of surface structures 1 and underground ground 2.Surface structures 1 is very light, and ground 2 is very heavy, all around and all symmetrical relatively all around, and ground and ground building height are close, and the center of gravity of whole building concentrates on the center or center line of ground 2.Ground 2 is solid hemisphere 3, semiellipsoid 4 or the semicylinder of putting upside down 5, and cambered surface is following.Bottom arc shell 6 is made of the anti-seismic steel bar concrete, and there are many anti-seismic steel bar concrete columns 7, crossbeam 8 and batter post 9 in the centre, and these posts are connected with the crossbeam 8 on top and the arc shell 6 of bottom.Institute except that anti-riot basement 10 and anti-seismic steel bar concrete column 7, crossbeam 8 and batter post 9 has living space, and fills up with concrete, sandstone or earth.
The building that a kind of shake provided by the invention is not fallen, ground building 1 is built on the crossbeam 8 of hemisphere 3, semiellipsoid 4 or semicylinder 5.Surface structures 1 has and manyly is connected with hemisphere 3, semiellipsoid 4 or semicylinder 5 grounds and crossbeam 8, and is in the batter post 9 of different gradients.Surface structures 1 is furnished with anti-riot safety cage 16, ground is furnished with anti-riot basement 10 for 2 times, all there is the escape way 11 that leads to anti-riot safety cage 16 and anti-riot basement 10 in every cover house, when earthquake takes place, people in the building escapes into anti-riot basement 10, have some secret escape ways 11 in the ground, the people of anti-riot basement 10 in time escapes from building by secret escape way 11 when running into incident of violence.
The building that a kind of shake provided by the invention is not fallen provides a kind of tunnel construction method.The earth sandstone that the mode that employing mines for coal is dug out underground needs in batches dig out, whenever dig out a part, just build the ground basal part arc shell 6 of a small size, and stay some anti-seismic steel bar concrete tunnels, these tunnels are underground secret escape ways 11, be used for constructional materials is transported to underground, and finish at last ground bottom arc shell 6, the building of lower pillar stand 7 and batter post 9.At last, fill up the tunnel outward from the positive center of bottom arc shell 6, stay different tunnels specially below every building foundation not fill up, using the secret escape way 11 of life-saving with the anti-seismic steel bar concrete.
The building that a kind of shake provided by the invention is not fallen, ground building is hemisphere 12, semiellipsoid 13 or the semicylinder 14 put upside down, and comprise several 15 of spheroid and cylindrical a few branch, also comprise cross body 17, king's font 18, square 19, cuboid 20, platform trapezoidal 21, and the various only building building that forms by these combination of shapes, with many buildings combined building 22, its height is close with the ground height, if the employing light-weight building material, building 1 highly can also surpass the height of ground 2 exponentially on the ground.
The building that a kind of shake provided by the invention is not fallen, building landscape room 23 in the scenic spot does not need ground grading, can build by the mountain.
Claims (10)
1. the building that shake is not fallen is characterized in that whole building adopts lightness sensation in the upper and heaviness in the lower, all around and all roly-poly principle of symmetry designs relatively all around, and its center of gravity concentrates on the center or center line of ground.
2. the building that 1 described a kind of shake is not fallen as right is characterized in that the ground base section is solid hemisphere, semiellipsoid or the semicylinder of putting upside down, and comprises the several of spheroid and cylindrical a few branch.
3. the building that 1 described a kind of shake is not fallen as right, the vertical section that it is characterized in that whole ground is several for several or oval-shaped a few branch of semicircle, half elliptic, circular several branches, perhaps several near several or oval-shaped a few branch of several branches of semicircle, half elliptic, circle.
4. the building that 1 described a kind of shake is not fallen as right, it is characterized in that ground building is hemisphere, semiellipsoid or the semicylinder put upside down, and comprise the several of spheroid and cylindrical a few branch, comprise that also cross body, king's font, square, cuboid, platform are trapezoidal, and various only building building of combining of this described different shape, with many buildings combined building, its height is close with the ground height, if the employing light-weight building material, ground building height can also surpass the height of ground exponentially.
5. the building that 1 described a kind of shake is not fallen as right, it is characterized in that ground load bearing wall builds on crossbeam, column and the batter post of hemisphere, semiellipsoid or semicylinder ground, ground building has many batter posts, these batter posts can be when destructive earthquake allows suddenly building inclination arrive to a certain degree, can automatically temporarily serve as column and load-bearing, automatically drive the destruction of anti-earthquake building.
6. the building that 1 described a kind of shake is not fallen as right is characterized in that being furnished with in the surface structures shockproof anti-riot safety cage and escape way, is furnished with anti-riot basement and passway for escaping in the ground, when running into incident of violence after earthquake, can be used to hide oneself and escape.
7. as right 2 described hemispheres, semiellipsoid or semicylinder, it is characterized in that its bottom arc shell is made of countless plane fritter anti-seismic steel bar concrete, there are many anti-seismic steel bar concrete column, batter post and crossbeam in the centre, and be connected with arc shell, in addition, institute except that basement, passway for escaping and anti-seismic steel bar concrete column has living space, and fills up with concrete, sandstone or earth.
8. the building that 1 described a kind of shake is not fallen as right is characterized in that the building method of ground adopts prefabricated assembling method or tunnel construction method to build.
9. as right 8 described prefabricated assembling methods, it is characterized in that all parts of ground are divided into many fritters, in factory or at building site production and processing prefabricated units, assemble in the building site then.
10. as right 8 described tunnel construction methods, the earth sandstone that it is characterized in that adopting the mode that mines for coal in batches underground needs to be dug out dig out, whenever dig out a part, just build the ground basal part arc shell of a small size, and stay some anti-seismic steel bar concrete tunnels, after ground basal part arc shell and ground lower pillar stand and batter post build up, just fill up the tunnel outward from the positive center of bottom arc shell with the anti-seismic steel bar concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200810046364.8A CN101654962B (en) | 2008-10-23 | 2008-10-23 | Antiseismic building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200810046364.8A CN101654962B (en) | 2008-10-23 | 2008-10-23 | Antiseismic building |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101654962A true CN101654962A (en) | 2010-02-24 |
CN101654962B CN101654962B (en) | 2014-07-30 |
Family
ID=41709396
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN200810046364.8A Expired - Fee Related CN101654962B (en) | 2008-10-23 | 2008-10-23 | Antiseismic building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101654962B (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102140858A (en) * | 2011-01-18 | 2011-08-03 | 邹海 | Multifunctional rotating life-saving device |
CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
CN103816618A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
CN103816624A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
CN104088362A (en) * | 2013-12-31 | 2014-10-08 | 杨文周 | Spherical building |
CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
CN105952230A (en) * | 2016-07-08 | 2016-09-21 | 李伟博 | Novel anti-seismic building |
CN108399584A (en) * | 2017-02-06 | 2018-08-14 | 张燕平 | The safety that a kind of supermarket assists user to carry out antitracking is gone home algorithm |
CN108625649A (en) * | 2017-03-23 | 2018-10-09 | 邓云华 | Earthquake proof building |
CN110344633A (en) * | 2019-07-19 | 2019-10-18 | 胡松林 | The building that do not fallen in the earthquake designed using ship shape and ballasting stone principle |
CN112502513A (en) * | 2020-11-24 | 2021-03-16 | 上海半月形机电船舶有限公司 | Safety house on earthquake wave and its design and making technology |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1016883B (en) * | 1990-09-10 | 1992-06-03 | 时培民 | Non-collapsible antiseimic building |
CN101235791A (en) * | 2007-02-04 | 2008-08-06 | 胡祥裕 | Independent water-floating wind power driving rotating wood tower and its rotation mechanism |
CN101251089A (en) * | 2008-04-07 | 2008-08-27 | 杨清太 | Tower-type support tumbler-type hanging rack wind light generation method |
-
2008
- 2008-10-23 CN CN200810046364.8A patent/CN101654962B/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102140858A (en) * | 2011-01-18 | 2011-08-03 | 邹海 | Multifunctional rotating life-saving device |
CN102140858B (en) * | 2011-01-18 | 2013-10-23 | 邹海 | Multifunctional rotating life-saving device |
CN103816618A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
CN103816624A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
CN104088362A (en) * | 2013-12-31 | 2014-10-08 | 杨文周 | Spherical building |
CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
CN105952230A (en) * | 2016-07-08 | 2016-09-21 | 李伟博 | Novel anti-seismic building |
CN105952230B (en) * | 2016-07-08 | 2019-01-29 | 李伟博 | New construction antiseismic structure |
CN108399584A (en) * | 2017-02-06 | 2018-08-14 | 张燕平 | The safety that a kind of supermarket assists user to carry out antitracking is gone home algorithm |
CN108625649A (en) * | 2017-03-23 | 2018-10-09 | 邓云华 | Earthquake proof building |
CN110344633A (en) * | 2019-07-19 | 2019-10-18 | 胡松林 | The building that do not fallen in the earthquake designed using ship shape and ballasting stone principle |
CN112502513A (en) * | 2020-11-24 | 2021-03-16 | 上海半月形机电船舶有限公司 | Safety house on earthquake wave and its design and making technology |
Also Published As
Publication number | Publication date |
---|---|
CN101654962B (en) | 2014-07-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101654962B (en) | Antiseismic building | |
Salvadori | Why buildings stand up: The strength of architecture | |
Clemente | Seismic isolation: past, present and the importance of SHM for the future | |
Ahmadizadeh et al. | On the December 26, 2003, southeastern Iran earthquake in Bam region | |
WO2016199431A1 (en) | Underground evacuation shelter | |
Forlin et al. | The archaeology of earthquakes: The application of adaptive cycles to seismically-affected communities in late medieval Europe | |
Artioli et al. | Effects of May 2012 Emilia earthquake on industrial buildings of early’900 on the Po river line | |
Sarhosis et al. | Observations from the March 2021 Thessaly Earthquakes: an earthquake engineering perspective for masonry structures | |
Taucer et al. | 2007 August 15 magnitude 7.9 earthquake near the coast of Central Peru: analysis and field mission report | |
Hurtado-Valdez | The miscegenation of Andean and Spanish construction techniques on the search for an earthquake-resistant architecture in the Viceroyalty of Peru | |
An et al. | The Kashmir earthquake of October 8, 2005: impacts in Pakistan | |
Güney et al. | The evaluation of damage mechanism of unreinforced masonry buildings after Van (2011) and Elazig (2010) Earthquakes | |
Cimellaro et al. | L’Aquila earthquake of April 6th, 2009 in Italy: rebuilding a resilient city to multiple hazard | |
Formisano et al. | Seismic vulnerability analysis of a masonry school in the Vesuvius area | |
CN104295143A (en) | Earthquake relieving technology (structure) for seismic soil building | |
CN201763030U (en) | Earthquake proofing building as well as construction | |
CN102864849A (en) | Earthquake-resistant building | |
Maheri | Seismic vulnerability of post-Islamic monumental structures in Iran: review of historical sources | |
Gülkan et al. | Seismic assessment and rehabilitation of historic structures | |
JP6312939B2 (en) | Underground shelter for evacuation | |
Ashmawy et al. | The Thirtieth Dynasty in the temple of Heliopolis | |
Wijeyewickrema et al. | Earthquake Reconnaissance Survey in Nepal of the Magnitude 7.8 Gorkha Earthquake of April 25, 2015 | |
JP5422090B1 (en) | Emergency shelter | |
Seçkin | Analysis of building damage caused by earthquakes in Eastern Turkey | |
JP5554874B1 (en) | Land float in tsunami hazard area |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140730 Termination date: 20141023 |
|
EXPY | Termination of patent right or utility model |