CN107604925A - A kind of hypogee antidetonation supporting - Google Patents
A kind of hypogee antidetonation supporting Download PDFInfo
- Publication number
- CN107604925A CN107604925A CN201710810163.XA CN201710810163A CN107604925A CN 107604925 A CN107604925 A CN 107604925A CN 201710810163 A CN201710810163 A CN 201710810163A CN 107604925 A CN107604925 A CN 107604925A
- Authority
- CN
- China
- Prior art keywords
- layer
- concrete
- stratum reticulare
- strong spring
- bolt
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 71
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 206010058109 Hangnail Diseases 0.000 claims abstract description 9
- 239000010410 layer Substances 0.000 claims description 95
- 229920001971 elastomer Polymers 0.000 claims description 11
- 239000005060 rubber Substances 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 12
- 230000003139 buffering effect Effects 0.000 abstract description 5
- 239000000203 mixture Substances 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of hypogee antidetonation supporting, including two layer concrete ring layers inside and outside inner layer and outer layer composition, described concrete ring layer is sleeved on the outside of concrete column, and described concrete ring layer includes internal layer reinforcing bar stratum reticulare, concrete layer and outer reinforcement stratum reticulare successively from inside to outside；In described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards being respectively arranged with hangnail on the described side end face of concrete layer one, point to described concrete layer bottom end in described hangnail end, pre-embedded bolt is provided with described concrete column, high strong spring is provided with a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer, described high strong spring is fixedly connected on away from described internal layer reinforcing bar stratum reticulare one end on described pre-embedded bolt；The present invention can play the effect of buffering vibration active force when vibrating, and protection and support effect can be played to the concrete structure of hypogee.
Description
Technical field
The present invention relates to a kind of hypogee antidetonation supporting.
Background technology
In order to ensure the anti seismic efficiency of building, it will usually set longer beneath concrete structure, be embedded in beneath build
When building concrete structure and being acted on by external force, Relative Vibration is easily produced, causes building structure unstable.
The content of the invention
It is an object of the invention to provide a kind of hypogee antidetonation supporting, the problem of prior art is present can be improved,
By using the inner layer and outer ring Rotating fields of reinforced concrete structure, and using high strong spring realize inner layer and outer layer it
Between relative connection, when vibrating, the effect of buffering vibration active force can be played, can be to the concrete of hypogee
Structure plays protection and support effect.
The present invention is achieved through the following technical solutions：
Two layer concrete ring layers inside and outside a kind of hypogee antidetonation supporting, including inner layer and outer layer composition, described is mixed
Solidifying pedosphere layer is sleeved on the outside of concrete column, and described concrete ring layer includes internal layer reinforcing bar stratum reticulare, mixed successively from inside to outside
Solidifying soil layer and outer reinforcement stratum reticulare；
Described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one respectively
Hangnail is provided with, described hangnail end is pointed to described concrete layer bottom end, is provided with described concrete column
Pre-embedded bolt, it is provided with a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer high-strength
Spring, described high strong spring is fixedly connected on away from described internal layer reinforcing bar stratum reticulare one end on described pre-embedded bolt, described
The outer reinforcement stratum reticulare of inner layer and the internal layer reinforcing bar stratum reticulare of described outer layer between be provided with high strong spring；
Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, pre- described in every group
It is at least three circumferentially arranged at equal intervals along described concrete column outer wall to bury bolt, described high strong spring with it is described
Pre-embedded bolt quantity and position are corresponding, and the axis of described high strong spring is directed to the axis direction of described concrete column.
Further, for the present invention is better achieved, base, described base are housed in described concrete column outer sheath
Below described concrete ring layer, bearing is provided with below described the middle of the base, the top in the middle part of described bearing
Column is provided with, cushion is housed in described column outer sheath.
Further, for the present invention is better achieved, described cushion is that alternately superposition is formed for steel plate and rubber.
Further, for the present invention is better achieved, matcoveredn, described guarantor are set on the outside of described cushion
Sheath includes the gold for being sleeved on the rubber protecting jacket on the outside of described cushion and being sleeved on outside described rubber protecting jacket
Belong to stratum reticulare.
Further, for the present invention is better achieved, centring ring is provided with the middle part of described base lower surface, it is described
Centring ring is hollow annular structure, and described column upper end is on the inside of described centring ring.
Further, for the present invention is better achieved, the internal diameter of described centring ring is more than the external diameter of described column.
Further, for the present invention is better achieved, ball is provided with the upper surface of described column.
Further, for the present invention is better achieved, through hole, described through hole are provided with described base upper surface
For three groups set gradually from inside to outside, bolt is respectively arranged with described through hole, is set respectively on described bolt
There is high strong spring, described outer layer is fixedly connected on away from described bolt one end positioned at outermost described high strong spring
Outer reinforcement stratum reticulare on, the described high strong spring positioned at middle part is fixedly connected on away from described bolt one end in described
On the outer reinforcement stratum reticulare of ring layer, internally positioned described high strong spring is fixedly connected on described away from described bolt one end
Concrete column on.
Further, for the present invention is better achieved, the through hole described in every group is to be arranged at equal intervals on described base
At least four.
The present invention compared with prior art, has the advantages that：
The present invention, can be to the effect in all directions by setting multigroup high strong spring between inner layer and concrete column
Power enters row buffering so that when the concrete column of building lot is acted on by external force, it is not easy to is damaged due to vibrations；Originally simultaneously
Invention sets cavity by using two layer concrete Circle Structures between two layers of ring layer, between two layer concrete ring layers
High strong spring is set, when overall structure is placed under ground, when being acted on by external force, under the active force of high strong spring, outer ring
The effect that layer is subject to can be buffered by high strong spring so that the active force that outer layer is subject to will not be directly delivered to inner layer
On, overall structure can be avoided to cause the damage of concrete column when receiving external force effect.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below by embodiment it is required use it is attached
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not construed as pair
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is overall structure diagram of the present invention.
Wherein：1. concrete column, 2. inner layers, 3. outer layers, 4. internal layer reinforcing bar stratum reticulares, 5. outer reinforcement stratum reticulares, 6. is mixed
Solidifying soil layer, 7. hangnails, 8. pre-embedded bolts, 9. high strong springs, 10. bases, 11. bearings, 12. columns, 13. cushions, 14. rubbers
Glue protective case, 15. metal net layers, 16. centring rings, 17. balls, 18. bolts.
Embodiment
The present invention is described in further detail with reference to specific embodiment, but embodiments of the present invention are not limited to
This.
Embodiment 1：
A kind of as shown in figure 1, two layer concrete circles inside and outside hypogee antidetonation supporting, including inner layer 2 and the composition of outer layer 3
Layer, described concrete ring layer are sleeved on the outside of concrete column 1, and described concrete ring layer includes internal layer successively from inside to outside
Reinforcing bar stratum reticulare 4, concrete layer 6 and outer reinforcement stratum reticulare 5；
Described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one respectively
Hangnail 7 is provided with, described hangnail end is pointed to described concrete layer bottom end, is provided with described concrete column
Pre-embedded bolt 8, height is provided with a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer
Strong spring 9, described high strong spring are fixedly connected on away from described internal layer reinforcing bar stratum reticulare one end on described pre-embedded bolt, institute
High strong spring is provided between the outer reinforcement stratum reticulare for the inner layer stated and the internal layer reinforcing bar stratum reticulare of described outer layer；
Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, pre- described in every group
It is at least three circumferentially arranged at equal intervals along described concrete column outer wall to bury bolt, described high strong spring with it is described
Pre-embedded bolt quantity and position are corresponding, and the axis of described high strong spring is directed to the axis direction of described concrete column.
The present invention, can be in all directions by setting multigroup high strong spring between inner layer and concrete column
Active force enters row buffering so that when the concrete column of building lot is acted on by external force, it is not easy to is damaged due to vibrations；Together
When the present invention by using two layer concrete Circle Structures, and cavity is set between two layers of ring layer, in two layer concrete ring layers
Between high strong spring is set, when overall structure is placed under ground, when being acted on by external force, under the active force of high strong spring,
The effect that outer layer is subject to can be buffered by high strong spring so that in the active force that outer layer is subject to will not be directly delivered to
In ring layer, overall structure can be avoided to cause the damage of concrete column when receiving external force effect.
Embodiment 2：
The present embodiment is on the basis of embodiment 1, in order to improve integrally-built anti-seismic performance, it is preferable that in described coagulation
Earth pillar outer sheath is equipped with base 10, and described base is below described concrete ring layer, below described the middle of the base
Bearing 11 is provided with, top is provided with column 12 in the middle part of described bearing, and cushion is housed in described column outer sheath
13.When concrete ring layer is by longitudinal force, by the cushioning effect for the cushion being arranged between base and bearing,
So that the longitudinal force that concrete ring layer is subject to is buffered, concrete ring layer is avoided to produce damage.
Preferably, in the present embodiment, described cushion is that alternately superposition is formed for steel plate and rubber.Anti-corrosion can be used
Rubber bound on steel plate, using the cushioning effect of rubber, is played the effect for entering row buffering to active force, utilized simultaneously by viscose
Steel plate helps to make cushion keep solid shape, avoids it from producing inclination as support and muscles and bones structure.
In the present embodiment, in order to be played a protective role to cushion, it is preferable that set on the outside of described cushion
Matcoveredn, described protective layer include the rubber protecting jacket 14 being sleeved on the outside of described cushion and are sleeved on described
Metal net layer 15 outside rubber protecting jacket.
In order to facilitate installation, in the present embodiment, it is preferable that centring ring 16 is provided with the middle part of described base lower surface,
Described centring ring is hollow annular structure, and described column upper end is on the inside of described centring ring.By using centring ring
Structure, column can be facilitated with respect to the positioning of base, convenient installation.
When by horizontal shear force, it is broken in order to avoid column produces, in the present embodiment, it is preferable that described positioning
The internal diameter of circle is more than the external diameter of described column.When by horizontal shear force, column can produce level on the inside of centring ring
Relative movement, so as to avoid its fracture.
In order to reduce frictional force of the column with respect to base, in the present embodiment, it is preferable that on the upper surface of described column
It is provided with ball 17.
In order to improve the stability of understructure, in the present embodiment, it is preferable that be provided with described base upper surface
Through hole, described through hole are three groups set gradually from inside to outside, bolt 18 are respectively arranged with described through hole, described
Bolt on be respectively arranged with high strong spring, fix and connect away from described bolt one end positioned at outermost described high strong spring
It is connected on the outer reinforcement stratum reticulare of described outer layer, the described high strong spring positioned at middle part is consolidated away from described bolt one end
Surely it is connected on the outer reinforcement stratum reticulare of described inner layer, internally positioned described high strong spring is away from described bolt one
End is fixedly connected on described concrete column.By using high strong spring, it is set to distinguish connect base and outer layer, inner layer
And concrete column, stretching action can be played to outer layer, inner layer and concrete column, avoid said structure from producing inclination.
It is further preferred that in order that the elastic acting force for the high strong spring that said structure is subject to is more uniform, this implementation
In example, the through hole described in every group is at least four being arranged at equal intervals on described base.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (1)
- A kind of 1. hypogee antidetonation supporting, it is characterised in that：Including inner layer（2）And outer layer（3）Inside and outside two layers formed Concrete ring layer, described concrete ring layer are sleeved on concrete column（1）Outside, described concrete ring layer from inside to outside according to It is secondary including internal layer reinforcing bar stratum reticulare（4）, concrete layer（6）With outer reinforcement stratum reticulare（5）；Described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one respectively It is provided with hangnail（7）, described hangnail end is pointed to described concrete layer bottom end, set on described concrete column There is pre-embedded bolt（8）, set on a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer There is high strong spring（9）, described high strong spring is fixedly connected on described pre-buried spiral shell away from described internal layer reinforcing bar stratum reticulare one end On bolt, high-strength bullet is provided between the outer reinforcement stratum reticulare of described inner layer and the internal layer reinforcing bar stratum reticulare of described outer layer Spring；Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, pre- described in every group It is at least three circumferentially arranged at equal intervals along described concrete column outer wall to bury bolt, described high strong spring with it is described Pre-embedded bolt quantity and position are corresponding, and the axis of described high strong spring is directed to the axis direction of described concrete column；Base is housed in described concrete column outer sheath（10）, described base below described concrete ring layer, Bearing is provided with below described the middle of the base（11）, top is provided with column in the middle part of described bearing（12）, described Column outer sheath is equipped with cushion（13）；Matcoveredn is set on the outside of described cushion, and described protective layer includes being sleeved on the outside of described cushion Rubber protecting jacket（14）With the metal net layer being sleeved on outside described rubber protecting jacket（15）；Centring ring is provided with the middle part of described base lower surface（16）, described centring ring is hollow annular structure, described Column upper end is on the inside of described centring ring；Through hole is provided with described base upper surface, described through hole is three groups set gradually from inside to outside, described Through hole in be respectively arranged with bolt（18）, high strong spring is respectively arranged with described bolt, positioned at outermost described High strong spring be fixedly connected on away from described bolt one end on the outer reinforcement stratum reticulare of described outer layer, positioned at middle part Described high strong spring is fixedly connected on away from described bolt one end on the outer reinforcement stratum reticulare of described inner layer, positioned at interior The described high strong spring in portion is fixedly connected on away from described bolt one end on described concrete column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710810163.XA CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710810163.XA CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
| CN201610215140.XA CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215140.XA Division CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107604925A true CN107604925A (en) | 2018-01-19 |
| CN107604925B CN107604925B (en) | 2019-09-17 |
Family
ID=56526717
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710810163.XA Active CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
| CN201610215140.XA Expired - Fee Related CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215140.XA Expired - Fee Related CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN107604925B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386041A (en) * | 2023-12-12 | 2024-01-12 | 石家庄铁道大学 | An earthquake-resistant supporting structure for underground buildings |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859197B (en) * | 2017-11-17 | 2019-08-09 | 魏超 | A building anti-seismic and vibration-reducing device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0978880A (en) * | 1995-09-18 | 1997-03-25 | Ishikawajima Harima Heavy Ind Co Ltd | Three-dimensional seismic isolation structure |
| CN2564635Y (en) * | 2002-08-30 | 2003-08-06 | 张德新 | Building vibration-proof device |
| CN201103128Y (en) * | 2007-10-29 | 2008-08-20 | 广州大学 | Vibration insulating foundation of vibrating equipment |
| CN101949228A (en) * | 2010-08-31 | 2011-01-19 | 溧阳市正翔精密机械有限公司 | Quakeproof building |
| JP5285821B1 (en) * | 2013-02-22 | 2013-09-11 | 愼一 石井 | Isolation structure |
| CN204456236U (en) * | 2014-12-19 | 2015-07-08 | 吴江市纺织科技中心有限公司 | A kind of building foundation structure of Absorbable rod seismic forces |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN203905196U (en) * | 2014-06-18 | 2014-10-29 | 桂林理工大学 | Anti-seismic structure column foot |
| JP6534026B2 (en) * | 2014-07-10 | 2019-06-26 | 清水建設株式会社 | Seismic isolation building and its construction method |
| CN204983857U (en) * | 2015-08-10 | 2016-01-20 | 台州鑫洋市政建筑有限公司 | Novel antidetonation room building structure |
-
2016
- 2016-04-08 CN CN201710810163.XA patent/CN107604925B/en active Active
- 2016-04-08 CN CN201610215140.XA patent/CN105822122B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0978880A (en) * | 1995-09-18 | 1997-03-25 | Ishikawajima Harima Heavy Ind Co Ltd | Three-dimensional seismic isolation structure |
| CN2564635Y (en) * | 2002-08-30 | 2003-08-06 | 张德新 | Building vibration-proof device |
| CN201103128Y (en) * | 2007-10-29 | 2008-08-20 | 广州大学 | Vibration insulating foundation of vibrating equipment |
| CN101949228A (en) * | 2010-08-31 | 2011-01-19 | 溧阳市正翔精密机械有限公司 | Quakeproof building |
| JP5285821B1 (en) * | 2013-02-22 | 2013-09-11 | 愼一 石井 | Isolation structure |
| CN204456236U (en) * | 2014-12-19 | 2015-07-08 | 吴江市纺织科技中心有限公司 | A kind of building foundation structure of Absorbable rod seismic forces |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386041A (en) * | 2023-12-12 | 2024-01-12 | 石家庄铁道大学 | An earthquake-resistant supporting structure for underground buildings |
| CN117386041B (en) * | 2023-12-12 | 2024-02-13 | 石家庄铁道大学 | Underground building anti-seismic supporting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107604925B (en) | 2019-09-17 |
| CN105822122B (en) | 2017-12-08 |
| CN105822122A (en) | 2016-08-03 |
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Denomination of invention: An anti-seismic support device for underground buildings Effective date of registration: 20211207 Granted publication date: 20190917 Pledgee: Yantai financing guarantee Group Co.,Ltd. Pledgor: YANTAI SANXIN NEW ENERGY TECHNOLOGY Co.,Ltd. Registration number: Y2021980014169 |
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