CN115419181A - A earthquake-resistant structure for building engineering - Google Patents
A earthquake-resistant structure for building engineering Download PDFInfo
- Publication number
- CN115419181A CN115419181A CN202210957227.XA CN202210957227A CN115419181A CN 115419181 A CN115419181 A CN 115419181A CN 202210957227 A CN202210957227 A CN 202210957227A CN 115419181 A CN115419181 A CN 115419181A
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- rectangular plate
- rectangular
- building
- fixedly connected
- earthquake
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- 238000010276 construction Methods 0.000 claims description 9
- 230000003139 buffering effect Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an anti-seismic structure for building engineering, which relates to the technical field of building engineering and comprises a foundation and a building supporting column, wherein a first rectangular groove is formed in the foundation, a first anti-seismic mechanism is arranged below the building supporting column, the first anti-seismic mechanism comprises a first rectangular plate arranged on the bottom surface of the first anti-seismic mechanism, and a second anti-seismic mechanism is arranged below the first rectangular plate. It is through first rectangular channel, the cooperation between first antidetonation mechanism and the second antidetonation mechanism, utilize first rectangular channel and second antidetonation mechanism can cushion the vibrations of the vertical direction of building, utilize first antidetonation mechanism can cushion the vibrations of the left and right sides direction of building and fore-and-aft direction, thereby can effectively improve the anti-seismic performance of building, through first rectangular plate, the second rectangular channel, the cooperation between first hydraulic damper and the first spring, can cushion the vibrations of the left and right sides direction of building.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an earthquake-resistant structure for constructional engineering.
Background
The building engineering refers to an engineering entity formed by the construction of various house buildings and their auxiliary facilities and the installation of lines, pipelines and equipment matched with them. Including factory buildings, theaters, hotels, shops, schools, hospitals, houses and the like, and meets the requirements of people on production, living, learning, public activities and the like. The earthquake-resistant building refers to a building which needs to be subjected to earthquake-resistant design in an area with the earthquake fortification intensity of 6 degrees or more.
Through retrieval, a novel anti-seismic structure for building engineering with the patent number of CN214461392U is provided with a building groove, a net frame, a reinforcing cylinder, a first support frame, a second support frame and a shock absorption spring column, wherein the support column is arranged in the building groove, the net frame wraps the support column, and a plurality of plastic balls are filled in the net frame; set up mounting groove, strengthening rib, guard plate, wire rope and link, the inside strengthening rib of support column has increased the intensity of support column, prevents cracked phenomenon, pulls up the articulated guard plate in both sides when using simultaneously, carries on spacingly with the guard plate through wire rope and link, prevents that the thing that weighs down from causing the injury, has improved the safety protection nature of using, facilitates the use.
The above prior art solutions have the following drawbacks: the earthquake-resistant structure can only buffer the vertical vibration and does not have the earthquake-resistant capability in the left-right direction and the front-back direction, so that the earthquake-resistant performance of the building is low; to this end, we provide an earthquake resistant structure for use in construction work that solves the above problems.
Disclosure of Invention
The invention aims to make up the defects of the prior art and provides an anti-seismic structure for building engineering.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides an earthquake-resistant structure for building engineering, includes ground and building support column, first rectangular channel has been seted up to the inside of ground, the below of building support column is provided with first antidetonation mechanism, first antidetonation mechanism is including installing the first rectangular plate in first antidetonation mechanism bottom surface, the below of first rectangular plate is provided with second antidetonation mechanism, the second antidetonation mechanism includes the third rectangular plate of sliding connection in first rectangular channel inside.
Further, first antidetonation mechanism still includes the second rectangular plate, the second rectangular channel has been seted up to the inside of second rectangular plate, first rectangular plate sliding connection is in the inside of second rectangular channel, and the upper surface of first rectangular plate runs through the second rectangular channel and extends to the outside of second rectangular plate.
Furthermore, two first hydraulic dampers, four, are installed on the two side faces of the first rectangular plate, and one end, far away from the first rectangular plate, of each first hydraulic damper is fixedly connected with the inner wall of the second rectangular groove.
Furthermore, the equal fixedly connected with first spring of both sides face of first rectangular plate, two the one end that first rectangular plate was kept away from to first spring all with the inner wall fixed connection of second rectangular channel.
Further, first antidetonation mechanism is still including seting up the third rectangular channel in the third rectangular plate inside, second rectangular plate sliding connection is in the inside of third rectangular channel, and the upper surface of second rectangular plate runs through the third rectangular channel and extends to the outside of third rectangular plate, two second hydraulic damper, four are all installed to the front and the back of second rectangular plate the one end that second rectangular plate was kept away from to the second hydraulic damper all with third rectangular channel inner wall fixed connection.
Furthermore, the front face and the back face of the second rectangular plate are fixedly connected with second springs, and the two ends, far away from the second rectangular plate, of the second springs are fixedly connected with the inner wall of the third rectangular groove.
Furthermore, the bottom surface of the third rectangular plate is fixedly connected with four third hydraulic dampers, and one ends, far away from the third rectangular plate, of the third hydraulic dampers are fixedly connected with the inner wall of the first rectangular groove.
Furthermore, the bottom surface of the third rectangular plate is fixedly connected with two third springs, and two ends, far away from the third rectangular plate, of the third springs are fixedly connected with the inner wall of the first rectangular groove.
Compared with the prior art, this an antidetonation structure for building engineering possesses following beneficial effect:
1. according to the invention, through the cooperation among the first rectangular groove, the first anti-seismic mechanism and the second anti-seismic mechanism, the first rectangular groove and the second anti-seismic mechanism can be used for buffering the vibration of the building in the vertical direction, and the first anti-seismic mechanism can be used for buffering the vibration of the building in the left-right direction and the front-back direction, so that the anti-seismic performance of the building can be effectively improved.
2. According to the invention, through the matching among the first rectangular plate, the second rectangular groove, the first hydraulic damper and the first spring, when the building vibrates in the left-right direction, the first rectangular plate can slide in the left-right direction along the second rectangular groove and compress or elongate the first hydraulic damper and the first spring, so that the vibration in the left-right direction of the building can be buffered, and through the matching among the second rectangular plate, the third rectangular groove, the second hydraulic damper and the second spring, when the building vibrates in the front-back direction, the second rectangular plate can slide in the front-back direction along the third rectangular groove and compress or elongate the second hydraulic damper and the second spring, so that the vibration in the front-back direction of the building can be buffered.
Drawings
FIG. 1 is a schematic perspective front view of the present invention;
FIG. 2 is a schematic perspective view of the foundation and a first rectangular groove of the present invention;
FIG. 3 is a schematic perspective view of a first anti-seismic mechanism and a second anti-seismic mechanism of the present invention;
fig. 4 is a schematic perspective view of the first anti-seismic mechanism of the present invention.
In the figure: 1. a foundation; 2. building a support column; 3. a first rectangular groove; 4. a first anti-seismic mechanism; 401. a first rectangular plate; 402. a second rectangular plate; 403. a second rectangular groove; 404. a first hydraulic damper; 405. a first spring; 406. a third rectangular slot; 407. a second hydraulic damper; 408. a second spring; 5. a second anti-seismic mechanism; 501. a third rectangular plate; 502. a third hydraulic damper; 503. a third spring.
Detailed Description
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth to illustrate, but are not to be construed to limit the scope of the invention.
The embodiment provides an anti-seismic structure for building engineering, the device is used for improving the anti-seismic performance of a building, and the left and right direction and front and back direction of the building can be buffered through the arranged first anti-seismic mechanism 4, so that the anti-seismic performance of the building can be effectively improved.
Referring to fig. 1-4, an anti-seismic structure for building engineering, including ground 1 and building support column 2, first rectangular channel 3 has been seted up to ground 1's inside, the below of building support column 2 is provided with first antidetonation mechanism 4, first antidetonation mechanism 4 is including installing first rectangular plate 401 in first antidetonation mechanism 4 bottom surface, the below of first rectangular plate 401 is provided with second antidetonation mechanism 5, second antidetonation mechanism 5 is including sliding connection at the inside third rectangular plate 501 of first rectangular channel 3, utilize first rectangular channel 3 and second antidetonation mechanism 5 to cushion the vibrations of the vertical direction of building, utilize first antidetonation mechanism 4 to cushion the vibrations of the left and right directions of building and fore-and-aft direction, thereby can effectively improve the anti-seismic performance of building.
The first anti-seismic mechanism 4 further includes a second rectangular plate 402, a second rectangular groove 403 is opened in the second rectangular plate 402, the first rectangular plate 401 is slidably connected inside the second rectangular groove 403, the upper surface of the first rectangular plate 401 penetrates through the second rectangular groove 403 and extends to the outside of the second rectangular plate 402, and the first rectangular plate 401 can slide in the left-right direction along the second rectangular groove 403.
Two first hydraulic dampers 404 are installed on two side faces of the first rectangular plate 401, one end, far away from the first rectangular plate 401, of the four first hydraulic dampers 404 is fixedly connected with the inner wall of the second rectangular groove 403, two side faces of the first rectangular plate 401 are fixedly connected with the first springs 405, one end, far away from the first rectangular plate 401, of the two first springs 405 is fixedly connected with the inner wall of the second rectangular groove 403, when vibration of the left and right directions occurs to a building, the building support column 2 and the first rectangular plate 401 can slide along the second rectangular groove 403 in the left and right directions and compress or elongate the first hydraulic dampers 404 and the first springs 405, and therefore vibration of the left and right directions of the building can be buffered.
The first anti-vibration mechanism 4 further includes a third rectangular groove 406 formed in the third rectangular plate 501, the second rectangular plate 402 is slidably connected inside the third rectangular groove 406, the upper surface of the second rectangular plate 402 penetrates through the third rectangular groove 406 and extends to the outside of the third rectangular plate 501, two second hydraulic dampers 407 are mounted on the front surface and the back surface of the second rectangular plate 402, one ends of the four second hydraulic dampers 407 far away from the second rectangular plate 402 are fixedly connected to the inner wall of the third rectangular groove 406, and the second rectangular plate 402 can slide in the front-back direction along the third rectangular groove 406.
The front and back of the second rectangular plate 402 are fixedly connected with the second springs 408, one ends of the two second springs 408 far away from the second rectangular plate 402 are fixedly connected with the inner wall of the third rectangular groove 406, when the vibration of the building in the front-back direction occurs, the building supporting column 2, the first rectangular plate 401, the second rectangular plate 402 and the like can slide in the front-back direction along the third rectangular groove 406 and compress or elongate the second hydraulic damper 407 and the second spring 408, so that the vibration of the building in the front-back direction can be buffered.
The bottom surface fixedly connected with four third hydraulic dampers 502 of third rectangular plate 501, the one end that third rectangular plate 501 was kept away from to four third hydraulic dampers 502 all with the inner wall fixed connection of first rectangular channel 3, two third springs 503 of bottom surface fixedly connected with of third rectangular plate 501, the one end that third rectangular plate 501 was kept away from to two third springs 503 all with the inner wall fixed connection of first rectangular channel 3, when vertical direction's vibrations appear in the building, building support column 2, first antidetonation mechanism 4 and third rectangular plate 501 can slide and compress third hydraulic damper 502 and third spring 503 along first rectangular channel 3, thereby just can cushion building vertical direction's vibrations.
The working principle is as follows: when the building vibrates vertically, the building supporting column 2, the first anti-seismic mechanism 4 and the third rectangular plate 501 slide along the first rectangular groove 3 and compress the third hydraulic damper 502 and the third spring 503, so that the vertical vibration of the building can be buffered, when the building vibrates horizontally, the building supporting column 2 and the first rectangular plate 401 slide along the second rectangular groove 403 horizontally and compress or elongate the first hydraulic damper 404 and the first spring 405, so that the left and right vibration of the building can be buffered, when the building vibrates vertically, the building supporting column 2, the first rectangular plate 401, the second rectangular plate 402 and the like slide along the third rectangular groove 406 front and back direction and compress or elongate the second hydraulic damper 407 and the second spring 408, so that the front and back vibration of the building can be buffered, and the performance of the building can be effectively improved.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent replacements, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. An anti-seismic structure for building engineering, comprising a foundation (1) and a building supporting column (2), characterized in that: first rectangular channel (3) have been seted up to the inside of foundation (1), the below of building support column (2) is provided with first antidetonation mechanism (4), first antidetonation mechanism (4) are including installing first rectangular plate (401) in first antidetonation mechanism (4) bottom surface, the below of first rectangular plate (401) is provided with second antidetonation mechanism (5), second antidetonation mechanism (5) are including sliding connection third rectangular plate (501) inside first rectangular channel (3).
2. An earthquake-resistant structure for construction engineering according to claim 1, wherein: the first anti-seismic mechanism (4) further comprises a second rectangular plate (402), a second rectangular groove (403) is formed in the second rectangular plate (402), the first rectangular plate (401) is connected to the inside of the second rectangular groove (403) in a sliding mode, and the upper surface of the first rectangular plate (401) penetrates through the second rectangular groove (403) and extends to the outside of the second rectangular plate (402).
3. An earthquake-resistant structure for construction engineering according to claim 2, wherein: two first hydraulic damper (404), four are all installed to the both sides face of first rectangular plate (401) first hydraulic damper (404) keep away from the one end of first rectangular plate (401) all with the inner wall fixed connection of second rectangular channel (403).
4. An earthquake-resistant structure for construction engineering according to claim 2, wherein: the two side faces of the first rectangular plate (401) are fixedly connected with first springs (405), and one ends, far away from the first rectangular plate (401), of the first springs (405) are fixedly connected with the inner wall of the second rectangular groove (403).
5. An earthquake-resistant structure for construction engineering according to claim 2, wherein: the first anti-seismic mechanism (4) further comprises a third rectangular groove (406) formed in the third rectangular plate (501), the second rectangular plate (402) is connected to the inside of the third rectangular groove (406) in a sliding mode, the upper surface of the second rectangular plate (402) penetrates through the third rectangular groove (406) and extends to the outside of the third rectangular plate (501), two second hydraulic dampers (407) are mounted on the front surface and the back surface of the second rectangular plate (402), and one ends, far away from the second rectangular plate (402), of the second hydraulic dampers (407) are fixedly connected with the inner wall of the third rectangular groove (406).
6. An earthquake-resistant structure for construction engineering according to claim 5, wherein: the front side and the back side of the second rectangular plate (402) are fixedly connected with second springs (408), and one ends, far away from the second rectangular plate (402), of the two second springs (408) are fixedly connected with the inner wall of the third rectangular groove (406).
7. An earthquake-resistant structure for construction work according to claim 1, wherein: the bottom surface of the third rectangular plate (501) is fixedly connected with four third hydraulic dampers (502), and one ends, far away from the third rectangular plate (501), of the third hydraulic dampers (502) are fixedly connected with the inner wall of the first rectangular groove (3).
8. An earthquake-resistant structure for construction engineering according to claim 1, wherein: the bottom surface of the third rectangular plate (501) is fixedly connected with two third springs (503), and one ends, far away from the third rectangular plate (501), of the two third springs (503) are fixedly connected with the inner wall of the first rectangular groove (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210957227.XA CN115419181A (en) | 2022-08-10 | 2022-08-10 | A earthquake-resistant structure for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210957227.XA CN115419181A (en) | 2022-08-10 | 2022-08-10 | A earthquake-resistant structure for building engineering |
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| Publication Number | Publication Date |
|---|---|
| CN115419181A true CN115419181A (en) | 2022-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210957227.XA Pending CN115419181A (en) | 2022-08-10 | 2022-08-10 | A earthquake-resistant structure for building engineering |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011256695A (en) * | 2011-01-18 | 2011-12-22 | Irt Corp | Column capital base isolation structure |
| CN208733693U (en) * | 2018-06-14 | 2019-04-12 | 杭州均正建筑设计有限公司 | A kind of damping type building |
| CN211396062U (en) * | 2019-12-12 | 2020-09-01 | 黄晨 | Civil engineering antidetonation additional strengthening |
| CN111705628A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | Combined supporting structure for transverse earthquake resistance of three-span bridge |
| CN212772847U (en) * | 2020-06-17 | 2021-03-23 | 赵克 | Earthquake-resistant support for building |
| CN213233884U (en) * | 2020-08-26 | 2021-05-18 | 焦瑞 | Civil engineering building earthquake-resistant structure |
| CN216108451U (en) * | 2021-07-30 | 2022-03-22 | 张占龙 | Building construction is consolidated with antidetonation type to building engineering construction |
| CN114775824A (en) * | 2022-05-13 | 2022-07-22 | 中国建筑第二工程局有限公司 | Anti-seismic structure for constructional engineering and construction method thereof |
-
2022
- 2022-08-10 CN CN202210957227.XA patent/CN115419181A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011256695A (en) * | 2011-01-18 | 2011-12-22 | Irt Corp | Column capital base isolation structure |
| CN208733693U (en) * | 2018-06-14 | 2019-04-12 | 杭州均正建筑设计有限公司 | A kind of damping type building |
| CN211396062U (en) * | 2019-12-12 | 2020-09-01 | 黄晨 | Civil engineering antidetonation additional strengthening |
| CN212772847U (en) * | 2020-06-17 | 2021-03-23 | 赵克 | Earthquake-resistant support for building |
| CN111705628A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | Combined supporting structure for transverse earthquake resistance of three-span bridge |
| CN213233884U (en) * | 2020-08-26 | 2021-05-18 | 焦瑞 | Civil engineering building earthquake-resistant structure |
| CN216108451U (en) * | 2021-07-30 | 2022-03-22 | 张占龙 | Building construction is consolidated with antidetonation type to building engineering construction |
| CN114775824A (en) * | 2022-05-13 | 2022-07-22 | 中国建筑第二工程局有限公司 | Anti-seismic structure for constructional engineering and construction method thereof |
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Application publication date: 20221202 |
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