CN216948910U - Tibetan rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column - Google Patents
Tibetan rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column Download PDFInfo
- Publication number
- CN216948910U CN216948910U CN202220397937.7U CN202220397937U CN216948910U CN 216948910 U CN216948910 U CN 216948910U CN 202220397937 U CN202220397937 U CN 202220397937U CN 216948910 U CN216948910 U CN 216948910U
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- aluminum alloy
- alloy pipe
- rubble
- stone
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 75
- 239000004575 stone Substances 0.000 title claims abstract description 55
- 239000002689 soil Substances 0.000 title claims description 7
- 239000000203 mixture Substances 0.000 claims abstract description 37
- 239000011435 rock Substances 0.000 claims abstract description 16
- 230000000452 restraining effect Effects 0.000 claims abstract description 8
- 239000011083 cement mortar Substances 0.000 claims description 4
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 230000002457 bidirectional effect Effects 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 239000004566 building material Substances 0.000 abstract description 2
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 230000002708 enhancing effect Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000001965 increasing effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The utility model discloses a Tibetan rubble wall embedded with an aluminum alloy pipe constraint soil-stone mixture column, which comprises: a ground beam; the bottoms of the aluminum alloy pipe constrained soil-stone mixed body columns are respectively embedded into the corners of the ground beam; and the FRP rubble wall is built along the upper end of the ground beam, and the plurality of aluminum alloy pipe restraining earth-rock mixture columns are built in the FRP rubble wall. The utility model has the advantages that on the premise of protecting the traditional building style, the compression resistance of the building is improved by utilizing the aluminum alloy pipe to restrain the earth-stone mixed body column, the anti-seismic performance of the wall is improved by the FRP rubble wall, and the building material can be recycled, thereby conforming to the green building concept of modern construction.
Description
Technical Field
The utility model relates to a wall, in particular to a Tibetan rubble wall embedded with aluminum alloy pipe constrained earth-stone mixed column.
Background
The Tibetan rubble wall has the advantages of good durability, easy material acquisition, good heat preservation and the like, is widely applied by Tibetan people, and due to the limitation of economic and geographic conditions, a lot of Tibetan residences adopt the rubble wall. Because the masonry stone used for the rubble wall is irregular, the integrity of the rubble wall cannot be increased by adopting a traditional method of adding reinforcing steel bars into the rubble wall, and the yellow mud used as a bonding material has low strength and poor bonding effect, so that the rubble wall is easy to collapse under the action of an earthquake.
The aluminum alloy pipe constrained earth-rock mixed column has excellent mechanical property, improves the bearing capacity, the rigidity and the anti-cutting capacity, and can be used for increasing the structure of the column to plate supporting area. The wall has the advantages of obvious ductility characteristic, micro-cracks, self-healing, erosion resistance and the like, can be used as a novel structural member of the Tibetan rubble building, and is very suitable for newly-built Tibetan rubble walls. The self weight of the building is reduced, and materials are saved; the method has the advantages of being capable of being flexibly matched with the plane arrangement of the building, and achieving a good anti-seismic effect.
The mechanical property of the rubble masonry is improved, the rubble masonry becomes a safe bearing member, the anti-seismic property of the traditional Tibetan rubble wall is improved, and the mao-stone masonry is one of the keys for enabling the residences to meet the requirements of modern life on the premise of protecting the traditional building style.
SUMMERY OF THE UTILITY MODEL
An object of the present invention is to solve at least the above problems and/or disadvantages and to provide at least the advantages described hereinafter.
To achieve these objects and other advantages in accordance with the present invention, there is provided a hidden rubble wall embedded with aluminum alloy pipes to restrain columns of earth and stone mixture, comprising:
a ground beam;
the bottoms of the aluminum alloy pipe constrained soil-stone mixed body columns are respectively embedded into the corners of the ground beam;
and the FPR rubble wall is built along the upper end of the ground beam, and the aluminum alloy pipe constraint soil-stone mixture column is built in the FPR rubble wall.
Preferably, the ground beam is formed by building a plurality of rubbles I, and cement mortar is poured into gaps of the rubbles I.
Preferably, the mode that the bottom of many aluminium alloy pipe restraint soil stone mixture post is embedded respectively in a plurality of corners of grade beam is: and mounting holes are formed in all corners of the ground beam, and the bottom of each aluminum alloy pipe constraint soil-stone mixture column is embedded into each mounting hole.
Preferably, wherein the aluminum alloy pipe confined earth-rock mixture column comprises:
the bottom of the aluminum alloy pipe is clamped in the mounting hole, and a plurality of rubbles II and dry yellow mud are uniformly filled in the aluminum alloy pipe;
and the FRP grid I is wrapped outside the aluminum alloy pipe.
Preferably, wherein the FRP rubble wall includes:
the yellow mud bonding layer I is laid at the upper end of the ground beam;
a plurality of rubble layers which are stacked up and down are all formed by building a plurality of rubble III, and yellow mud is poured into gaps among the plurality of rubble III; the bottom ends of the plurality of the rough stone layers are laid on the yellow mud bonding layer I, and corners of the rough stone layers are connected with the aluminum alloy pipe restraining earth-stone mixed body columns through the yellow mud;
and the FRP grids II are respectively paved between two adjacent rubble layers, and each FRP grid II is respectively connected with two adjacent rubble layers through a yellow mud bonding layer II.
Preferably, a plurality of groups of wall-pulling ribs are fixedly connected to each rubble column, and each wall-pulling rib is respectively arranged in a rubble layer of the rubble wall.
Preferably, the thickness of each of the FRP grids I and II is 0.5mm, the mesh size of each of the FRP grids I and II is 50mm × 50mm, and each of the FRP grids I and II is any one of a bidirectional carbon fiber grid, an aramid fiber grid, a glass fiber grid, and a basalt fiber grid.
Preferably, the thickness of the yellow mud bonding layer I and the thickness of the yellow mud bonding layer II are both 10 mm-20 mm.
Preferably, the wall thickness of the aluminum alloy pipe is 6 +/-2 mm.
Preferably, each aluminum alloy pipe-constrained soil-stone mixture column is set to be a square aluminum alloy pipe-constrained soil-stone mixture column or a round aluminum alloy pipe-constrained soil-stone mixture column.
The utility model at least comprises the following beneficial effects:
firstly, according to the utility model, the compression resistance of the building is improved by utilizing the aluminum alloy pipe to restrain the earth-rock mixture column, the anti-seismic performance of the wall is improved through the FRP rubble wall, the building material can be recycled, the green building concept of modern construction is met, the mechanical property of the rubble masonry is improved, the rubble masonry becomes a safe bearing member, and the anti-seismic performance of the traditional Tibetan rubble wall is improved on the premise of protecting the traditional building style.
Secondly, the aluminum alloy pipe and the FRP grid I adopted by the rubble column have the advantages of high tensile strength, light weight, corrosion resistance and the like, and have the advantages of ensuring the shock resistance, improving the bearing capacity, the rigidity and the anti-cutting capacity.
Thirdly, the connection relation between the rubble columns and the rubble wall is enhanced through the wall pulling ribs arranged in the wall pulling device, and the wall pulling device has the advantages of improving integrity and enhancing anti-seismic performance.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Description of the drawings:
FIG. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic view of the connection of the aluminum alloy pipe confined earth-rock mixture column of the present invention.
Fig. 3 is a schematic view of the structure of the ground beam of the present invention.
FIG. 4 is a schematic view of the aluminum alloy tube confined soil-rock mixture column structure of the present invention.
FIG. 5 is a schematic front view of an FRP rubble wall according to the present invention.
FIG. 6 is a side view of the FRP rubble wall of the present invention.
FIG. 7 is a schematic view of the FRP rubble wall construction of the present invention.
The specific implementation mode is as follows:
the present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the utility model by referring to the description text.
It will be understood that terms such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or combinations thereof.
It should be noted that in the description of the present invention, the terms indicating orientation or positional relationship are based on the orientation or positional relationship shown in the drawings only for the convenience of description and simplification of the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, unless otherwise specifically stated or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are used broadly, and for example, "connected" may be a fixed connection, a detachable connection, or an integral connection, a mechanical connection, an electrical connection, a direct connection, an indirect connection via an intermediate medium, or a communication between two elements, and those skilled in the art will understand the specific meaning of the terms in the present invention specifically.
Further, in the present invention, unless explicitly stated or limited otherwise, reference to a first feature "on" or "under" a second feature can mean that the first and second features are in direct contact, or that the first and second features are in indirect contact via an intermediate. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.
Fig. 1 shows an implementation form of the present invention, which includes:
a ground beam 1;
the bottom of each aluminum alloy pipe constrained earth-rock mixture column 2 is embedded into each corner of the ground beam 1;
and the FRP rubble wall 3 is built along the upper end of the ground beam 1, and the plurality of aluminum alloy pipe constrained earth-rock mixture columns 2 are built in the rubble wall 3.
The working principle is as follows: when the ground beam 1 is built, the bottoms of the aluminum alloy pipe constrained earth-rock mixture columns 2 are embedded into the corners of the ground beam 1. After the installation of the multiple aluminum alloy pipe constraint earth-rock mixed body columns 2 is completed, the FRP rubble wall 3 is built on the ground beam 1, and the multiple aluminum alloy pipe constraint earth-rock mixed body columns 2 are arranged in multiple corners of the FRP rubble wall 3, so that the FRP rubble wall 3 and the multiple aluminum alloy pipe constraint earth-rock mixed body columns 2 form stable connection, and the integrity is improved. In the technical scheme, the mechanical property of the rubble masonry is improved, the rubble masonry becomes a safe bearing member, and the beneficial effect of improving the anti-seismic property of the traditional hidden rubble wall body is achieved on the premise of protecting the traditional building style.
According to the scheme, the ground beam 1 is formed by building a plurality of rubbles I11, and cement mortar 12 is poured into gaps among the rubbles I11. A plurality of rubbles I11 are paved on the foundation, and cement mortar 12 is poured in gaps among the rubbles I11. The method has the advantages of guaranteeing the bearing capacity and the structural stability.
In the above scheme, many the bottom of aluminium alloy pipe restraint soil stone mixture post 2 is embedded respectively the mode in a plurality of corners of grade beam 1 is: mounting holes 13 are formed in all corners of the ground beam 1, and the bottom of each aluminum alloy pipe constrained soil-stone mixture column 2 is embedded into each mounting hole 13. Through a plurality of mounting holes 13 that set up on the grade beam 1, when installation aluminum alloy tube retrains soil stone hybrid column 2, accomplish the installation promptly with the bottom embedding of aluminum alloy tube retrain soil stone hybrid column 2 in mounting hole 13, great promotion the efficiency of construction. The method has the advantages of ensuring the connection stability and facilitating construction.
In the above scheme, aluminum alloy pipe restraint earth stone mixture post 2 includes:
the bottom of the aluminum alloy pipe 21 is clamped in the mounting hole 13, and a plurality of rubbles II22 and dry yellow mud 23 are uniformly filled in the aluminum alloy pipe 21;
an FRP grid I24 wrapping the outside of the aluminum alloy pipe 21, and the FRP grid I24 being connected with the rubble wall 3.
The working principle is as follows: after the FRP grid I24 is wrapped outside the aluminum alloy pipe 21, the bottom of the aluminum alloy pipe 21 is built in the corner of the ground beam 1. And a plurality of rubble II22 are paved inside the aluminum alloy pipe 21, and gaps among the plurality of rubble II22 are filled with dry yellow mud 23 and are compacted through vibration, so that the rubble column 2 is finally formed. And then building the FRP rubble wall 3 on the ground beam 1, wherein a plurality of corners of the FRP rubble wall 3 are respectively built around a plurality of aluminum alloy tubes to restrain the earth-rock mixture columns 2, so that the FRP grid I24 is connected with the FRP rubble wall 3, and the FRP grid I24 plays a role in pulling ribs in the FRP rubble wall 3. The aluminum alloy pipe 21 and the FRP grid I24 have the advantages of high tensile strength, light weight, corrosion resistance and the like, and the mode has the advantages of ensuring the shock resistance, improving the bearing capacity, the rigidity and the anti-cutting capacity.
As in the above solution, the FRP rubble wall 3 includes:
a yellow mud bonding layer I31 laid on the upper end of the ground beam 1;
a plurality of rubble layers 32 which are stacked up and down are all formed by building a plurality of rubble III321, and yellow mud 322 is poured into gaps among the plurality of rubble III 321; the bottom ends of a plurality of the rough stone layers 32 are laid on the yellow mud bonding layer I31, and the corners of each rough stone layer 32 are connected with the rough stone column 2 through the yellow mud 322;
a plurality of FRP grid II33, which are respectively laid between two adjacent rough stone layers 32, and each FRP grid II33 is respectively connected with two adjacent rough stone layers 32 through yellow mud bonding layers II 34.
The working principle is as follows: after the yellow mud bonding layer I31 is laid at the upper end of the ground beam 1, a plurality of rubble III321 are built on the ground beam 1, gaps of the rubble III321 are filled with yellow mud 322, and a rubble layer 32 is formed. The FRP grid II33 is laid on the rubble layer 32, the yellow mud bonding layer II34 is laid on the FRP grid II33, and the rubble layer 32, the FRP grid II33 and the yellow mud bonding layer II34 are repeatedly laid on the yellow mud bonding layer II34 in sequence to form the FRP rubble wall 3. The FRP grid II33 has the advantages of high tensile strength, light weight, corrosion resistance and the like, is used for the FRP rubble wall 3, and plays a role of a tie bar in a material stone masonry. The method has the advantages of delaying the occurrence time of cracks, effectively limiting the development of the cracks, enhancing the seismic performance of the wall body and obviously improving the bearing capacity of the wall body.
In the above scheme, each aluminum alloy pipe restraint earth-rock mixture post 2 is fixedly connected with a plurality of groups of wall-pulling ribs 4, and each wall-pulling rib 4 is respectively arranged in the rubble layer 32 of the FRP rubble wall 3. The method for enhancing the connection relationship between the aluminum alloy pipe constrained earth-rock mixture column 2 and the FRP rubble wall 3 has the advantages of improving the integrity and enhancing the anti-seismic performance.
In the above solution, the thickness of each of the FRP grid I24 and the FRP grid II33 is 0.5mm, the mesh size of each of the FRP grid I24 and the FRP grid II33 is 50mm × 50mm, and each of the FRP grid I24 and the FRP grid II33 is any one of a bidirectional carbon fiber grid, an aramid fiber grid, a glass fiber grid, and a basalt fiber grid. The mode has the advantages of guaranteeing mechanical property and earthquake-proof effect.
In the scheme, the thickness of the yellow mud bonding layer I31 and the thickness of the yellow mud bonding layer II34 are both 10 mm-20 mm. This has the advantage of ensuring the stability of the connection.
In the above embodiment, the wall thickness of the aluminum alloy pipe 21 is 6 ± 2 mm. The mode has the advantages of ensuring the shock resistance, the bearing capacity, the rigidity and the anti-cutting capability.
In the above scheme, each aluminum alloy tube confined soil-stone mixed column 2 is set to be a square aluminum alloy tube confined soil-stone mixed column 2 or a circular aluminum alloy tube confined soil-stone mixed column 2. This has the advantage of preserving structural strength and enhancing serviceability.
While embodiments of the utility model have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the utility model pertains, and further modifications may readily be made by those skilled in the art, it being understood that the utility model is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (10)
1. The utility model provides a hidden rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column which characterized in that includes:
a ground beam;
the bottoms of the aluminum alloy pipe constrained soil-stone mixed body columns are respectively embedded into the corners of the ground beam;
and the FRP rubble wall is built along the upper end of the ground beam, and the plurality of aluminum alloy pipe restraining earth-rock mixture columns are built in the FRP rubble wall.
2. The Tibetan rubble wall body embedded with the aluminum alloy pipe restraining earth-stone mixture column as claimed in claim 1, wherein the floor beam is built by a plurality of rubbles I, and cement mortar is poured into gaps among the rubbles I.
3. The Tibetan rubble stone wall body embedded with the aluminum alloy pipe-constrained soil-stone mixture columns as claimed in claim 1, wherein the bottom of the aluminum alloy pipe-constrained soil-stone mixture columns is embedded into the corners of the ground beam in a manner that: and mounting holes are formed in all corners of the ground beam, and the bottom of each aluminum alloy pipe constraint soil-stone mixture column is embedded into each mounting hole.
4. The Tibetan rubble wall body embedded with the aluminum alloy pipe constrained soil-stone hybrid column as claimed in claim 3, wherein the aluminum alloy pipe constrained soil-stone hybrid column comprises:
the bottom of the aluminum alloy pipe is clamped in the mounting hole, and a plurality of rubbles II and dry yellow mud are uniformly filled in the aluminum alloy pipe;
and the FRP grid I is wrapped outside the aluminum alloy pipe.
5. The Tibetan rubble wall body embedded with aluminum alloy pipes for restraining soil-stone mixture columns as claimed in claim 4, wherein the FRP rubble wall comprises:
a yellow mud bonding layer I which is laid on the upper end of the ground beam;
a plurality of rubble layers which are stacked up and down are all formed by building a plurality of rubble III, and yellow mud is poured into gaps among the plurality of rubble III; the bottom ends of the plurality of the rough stone layers are laid on the yellow mud bonding layer I, and corners of the rough stone layers are connected with the aluminum alloy pipe restraining earth-stone mixed body columns through the yellow mud;
and the FRP grids II are respectively paved between two adjacent rubble layers, and each FRP grid II is respectively connected with two adjacent rubble layers through a yellow mud bonding layer II.
6. The concealed rubble wall body embedded with the aluminum alloy pipe-restrained soil-stone mixture columns as claimed in claim 5, wherein a plurality of sets of wall-pulling ribs are fixedly connected to each aluminum alloy pipe-restrained soil-stone mixture column, and each wall-pulling rib is respectively arranged in a rubble layer of the FRP rubble wall.
7. The Tibetan rubble wall body with embedded aluminum alloy pipe restraining earth-stone mixture columns as claimed in claim 5, wherein the thickness of the FRP grid I and the thickness of the FRP grid II are both 0.5mm, the grid size of the FRP grid I and the grid size of the FRP grid II are both 50mm x 50mm, and the FRP grid I and the FRP grid II are both any one of bidirectional carbon fiber grids, aramid fiber grids, glass fiber grids and basalt fiber grids.
8. The Tibetan rubble wall body embedded with the aluminum alloy pipe constrained soil-stone mixture column as claimed in claim 5, wherein the thickness of the yellow mud bonding layer I and the yellow mud bonding layer II is 10 mm-20 mm.
9. The Tibetan rubble wall body embedded with the aluminum alloy pipe and used for restraining the soil-stone mixture column as claimed in claim 4, wherein the wall thickness of the aluminum alloy pipe is 6 +/-2 mm.
10. The Tibetan rubble wall body embedded with the aluminum alloy pipe-constrained soil-stone mixture columns as claimed in claim 1, wherein each aluminum alloy pipe-constrained soil-stone mixture column is a square aluminum alloy pipe-constrained soil-stone mixture column or a round aluminum alloy pipe-constrained soil-stone mixture column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220397937.7U CN216948910U (en) | 2022-02-25 | 2022-02-25 | Tibetan rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220397937.7U CN216948910U (en) | 2022-02-25 | 2022-02-25 | Tibetan rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216948910U true CN216948910U (en) | 2022-07-12 |
Family
ID=82293171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220397937.7U Expired - Fee Related CN216948910U (en) | 2022-02-25 | 2022-02-25 | Tibetan rubble wall body of embedded aluminum alloy pipe restraint soil stone hybrid column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216948910U (en) |
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2022
- 2022-02-25 CN CN202220397937.7U patent/CN216948910U/en not_active Expired - Fee Related
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Granted publication date: 20220712 |
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