CN209760434U - Low-energy-consumption house with steel wire mesh frame sandwich plates - Google Patents
Low-energy-consumption house with steel wire mesh frame sandwich plates Download PDFInfo
- Publication number
- CN209760434U CN209760434U CN201920412739.1U CN201920412739U CN209760434U CN 209760434 U CN209760434 U CN 209760434U CN 201920412739 U CN201920412739 U CN 201920412739U CN 209760434 U CN209760434 U CN 209760434U
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- China
- Prior art keywords
- steel wire
- wire mesh
- connecting rod
- plate
- mesh frame
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000005265 energy consumption Methods 0.000 title claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 239000004567 concrete Substances 0.000 claims description 16
- 239000011083 cement mortar Substances 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 6
- 229920002635 polyurethane Polymers 0.000 claims description 6
- 239000004814 polyurethane Substances 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 239000011490 mineral wool Substances 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 3
- 238000004321 preservation Methods 0.000 abstract description 3
- 230000006978 adaptation Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Building Environments (AREA)
Abstract
The utility model discloses a wire frame battenboard low energy consumption house, including stake formula reinforced concrete's basis, be provided with first antidetonation post on the four corners of basis, be provided with the outer wall body between the first antidetonation post, be corresponding between the first antidetonation post the inboard position of outer wall body still is provided with a plurality of second antidetonation posts, and each antidetonation post is provided with the floor board in the position that corresponds each layer height, the outer wall body includes the wire frame battenboard of forming of assembling by battenboard and wire net. The utility model discloses a steel wire net frame battenboard is as wall body and floor board, when guaranteeing house stable in structure and heat preservation effect, has also accelerated the construction speed, has reduced construction cost to the steel wire net in the steel wire net frame battenboard passes through locking device to be connected, has also accelerated the connection work of steel wire net on the different battenboard greatly, has also guaranteed the stability that the steel wire net is connected.
Description
Technical Field
The utility model relates to a housing construction technical field especially relates to a wire net rack battenboard low energy consumption house.
Background
along with the continuous progress of society and the increase of population, more and more buildings are built in cities or rural areas so as to meet the house demand of people, but the existing buildings have larger demand on external energy, and people can pay larger expenditure for the buildings along with the continuous consumption of the energy.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to avoid prior art's weak point, provide a wire net frame battenboard low energy consumption house to effectively solve the weak point that exists among the prior art.
in order to achieve the above purpose, the utility model adopts the following technical scheme: a steel wire frame sandwich panel low-energy-consumption house comprises a pile type reinforced concrete foundation, wherein first anti-seismic columns are arranged on four corners of the foundation, outer walls are arranged among the first anti-seismic columns, a plurality of second anti-seismic columns are arranged among the first anti-seismic columns at positions corresponding to the inner sides of the outer walls, and each anti-seismic column is provided with a floor plate at a position corresponding to each floor height;
the outer wall body comprises a steel wire mesh frame sandwich plate formed by splicing a sandwich plate and steel wire meshes, the steel wire mesh frame sandwich plate is sequentially spliced and installed between first anti-seismic columns, the steel wire meshes are arranged on two sides of the sandwich plate, the steel wire meshes on the two sides are connected through steel wires, the steel wires obliquely penetrate through the sandwich plate, and the steel wire meshes on the steel wire mesh frame sandwich plates are connected through a locking device;
The front side and the rear side of the sandwich plate are both provided with a plurality of layers of wave grooves;
The locking device comprises a first connecting rod and a retractable second connecting rod arranged on one side of the first connecting rod, a first clamping plate is arranged at the end of the first connecting rod, a first movable plate matched with the first clamping plate in use is arranged on one side of the first clamping plate, a second clamping plate is arranged at one end, away from the first connecting rod, of the second connecting rod, a second movable plate matched with the second clamping plate in use is arranged on one side of the second clamping plate, the two movable plates are connected with the two connecting rods through screws respectively, and the two clamping plates and the two movable plates are clamped on a vertical rib of a steel wire mesh through matching.
Furthermore, the side length of the cross section of the first anti-seismic column is 120cm-200cm, and the side length of the cross section of the second anti-seismic column is 160cm-240 cm.
Furthermore, fine stone concrete with the thickness of 3cm-3.5cm is sprayed on two sides of the steel wire mesh frame sandwich board in the outer wall body, and cement mortar with the thickness of 1.5cm-2cm is smeared on the outer side of the fine stone concrete.
Further, the sandwich board is one of a polystyrene board, a rock wool board, an extruded sheet or a polyurethane insulation board.
furthermore, both sides of the sandwich boards are respectively provided with a groove and a bump, the bump of one sandwich board is inserted into the groove of the other sandwich board during assembly, and the splicing parts of the sandwich boards are bonded through foamed polyurethane.
Further, the floor slab comprises the steel wire mesh frame sandwich board connected with the anti-seismic column, cement mortar with the thickness of 1.5cm-2.5cm is smeared at the bottom of the steel wire mesh frame sandwich board for the floor slab, concrete with the thickness of 8cm-12cm is poured after reinforcement is bound at the top of the steel wire mesh frame sandwich board, a roof plate with the thickness of 15cm-30cm is paved on the steel wire mesh frame sandwich board at the topmost layer after the concrete is poured, and cement mortar is smeared on the roof plate to find the gradient and perform corresponding waterproof treatment.
Furthermore, a movable cavity is arranged on one side of the first connecting rod, the second connecting rod is inserted into the movable cavity, an annular edge is arranged at the end part, located in the movable cavity, of the second connecting rod, the annular edge is attached to the inner wall of the movable cavity, a blocking edge used for limiting the movement of the annular edge is arranged at the opening edge of the movable cavity, a spring is further sleeved on the part, located in the movable cavity, of the second connecting rod, one end of the spring abuts against the annular edge, the other end of the spring abuts against the blocking edge, and the second clamping plate and the second movable plate are arranged on the part, located outside the movable cavity, of the second connecting rod.
Further, on the first connecting rod and the second connecting rod respectively on corresponding first fly leaf with the position of second fly leaf is provided with rectangular shape sliding hole, all is provided with the slider on two fly leaves, the slider sets up in the rectangular shape sliding hole, the slider all is provided with the regulating plate in the one end of keeping away from two fly leaves, one side of regulating plate is laminated with two connecting rods respectively, the regulating plate passes through the screw is connected with two connecting rods.
Furthermore, a plurality of jacks matched with the screws for use are arranged on the first connecting rod and the second connecting rod in the direction along which the adjusting plate slides.
Furthermore, first splint with first fly leaf all is provided with the first arc wall with the stud looks adaptation of wire net in one side relative to each other, second splint with the second fly leaf all is provided with the second arc wall with the stud looks adaptation of wire net in one side relative to each other.
The above technical scheme of the utility model following beneficial effect has: the utility model discloses a steel wire net frame battenboard is as wall body and floor board, when guaranteeing house stable in structure and heat preservation effect, has also accelerated the construction speed, has reduced construction cost to the steel wire net in the steel wire net frame battenboard passes through locking device to be connected, has also accelerated the connection work of steel wire net on the different battenboard greatly, has also guaranteed the stability that the steel wire net is connected.
Drawings
Fig. 1 is a schematic top sectional view of a main structure of an embodiment of the present invention;
FIG. 2 is an enlarged view of the point A in FIG. 1;
FIG. 3 is a schematic view of a sectional view of a floor panel according to an embodiment of the present invention;
FIG. 4 is a schematic view of a sandwich panel according to an embodiment of the present invention;
FIG. 5 is a schematic sectional view of a sandwich panel assembly according to an embodiment of the present invention;
FIG. 6 is a schematic view of a locking device according to an embodiment of the present invention;
Fig. 7 is a schematic view of a three-dimensional structure of a locking device according to an embodiment of the present invention;
fig. 8 is a second schematic perspective view of the locking device according to the embodiment of the present invention;
Fig. 9 is a schematic cross-sectional view of a connection between two connecting rods according to an embodiment of the present invention.
Detailed Description
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
in the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1 to 9, the low-energy-consumption house with the steel wire mesh frame sandwich panel according to the embodiment includes a pile-type reinforced concrete foundation, first anti-seismic columns 1 are arranged at four corners of the foundation, outer walls 3 are arranged between the first anti-seismic columns 1, a plurality of second anti-seismic columns 2 are further arranged between the first anti-seismic columns 1 at positions corresponding to inner sides of the outer walls 3, each anti-seismic column is provided with a floor panel at a position corresponding to each floor height, and the anti-seismic columns 2 are formed by pouring reinforced concrete;
The outer wall body 3 comprises a steel wire mesh frame sandwich board formed by splicing a sandwich board 31 and steel wire meshes 32, the steel wire mesh frame sandwich board is sequentially spliced and installed between the first anti-seismic columns 1, the steel wire meshes 32 are arranged on two sides of the sandwich board 31, the steel wire meshes 32 on the two sides are connected through steel wires 33, the steel wires 33 obliquely penetrate through the sandwich board 31, the steel wire meshes 32 on each steel wire mesh frame sandwich board are connected through a locking device 8, the steel wires 33 penetrate through the sandwich board 31 and connect the steel wire meshes 32 on the two sides, so that the steel wire meshes and the sandwich board form a whole, and the connection stability is ensured;
The diameter of the steel wire mesh 32 on the outer wall body 3 is 2.2mm-3.5mm, and the diameter of the steel wire 33 connecting the steel wire meshes 32 on the two sides is 2.2mm-3.5 mm;
An inner wall body 6 is further arranged among the second anti-seismic columns 2 through a steel wire mesh frame sandwich board, two sides of the inner wall body 6 are plastered, the thickness of the sandwich board 31 used for the inner wall body 6 is 85mm-180mm, and the sandwich board can be made of polyphenyl boards or rock wool boards;
When each wall body is constructed, reserved holes for doors, windows, electric wires and water pipes are reserved, and subsequent plastering treatment is carried out on the wall bodies after the doors, the windows and the water and electricity circuits are assembled.
The front side and the rear side of the sandwich panel 31 are provided with a plurality of layers of wave grooves 311, and the wave grooves 311 are used for reinforcing the bonding between the sandwich panel 31 and the fine aggregate concrete;
The locking device 8 comprises a first connecting rod 81 and a retractable second connecting rod 82 arranged on one side of the first connecting rod 81, a first clamping plate 811 is arranged at the end of the first connecting rod 81, a first movable plate 812 matched with the first clamping plate 811 in use is arranged on one side of the first clamping plate 811, a second clamping plate 821 is arranged at one end of the second connecting rod 82 far away from the first connecting rod 81, a second movable plate 822 matched with the second clamping plate 821 in use is arranged on one side of the second clamping plate 821, the two movable plates are respectively connected with the two connecting rods through screws 87, and the two clamping plates and the two movable plates are clamped on the studs of the steel wire mesh 32 through matching.
the side length of the cross section of the first anti-seismic column 1 is 120cm-200cm, and the side length of the cross section of the second anti-seismic column is 160cm-240 cm.
and fine stone concrete 4 with the thickness of 3cm-3.5cm is sprayed on two sides of the steel wire mesh frame sandwich board in the outer wall body 3, cement mortar 5 with the thickness of 1.5cm-2cm is smeared on the outer side of the fine stone concrete 4, in the second construction mode, formwork can be erected on two sides of the steel wire mesh frame sandwich board, and then the fine stone concrete or light concrete is poured, and the two wall body construction modes can also be used in the construction of the inner wall body 6.
The sandwich panel 31 in the outer wall body is one of a polystyrene board, a rock wool board, an extruded sheet or a polyurethane insulation board, and the thickness is 150mm-300 mm.
The two sides of the sandwich plates 31 are respectively provided with a groove and a bump 312, the bump 312 of one sandwich plate 31 is inserted into the groove of the other sandwich plate 31 during assembly, the splicing parts of the sandwich plates are bonded through the foamed polyurethane, and the splicing mode enhances the heat preservation effect.
The floor slab comprises a steel wire mesh frame sandwich board connected with the anti-seismic column, cement mortar 5 with the thickness of 1.5cm-2.5cm is smeared at the bottom of the steel wire mesh frame sandwich board for the floor slab, concrete 7 with the thickness of 8cm-12cm is poured after reinforcement is bound at the top of the steel wire mesh frame sandwich board, a roof plate with the thickness of 15cm-30cm is paved on the steel wire mesh frame sandwich board at the topmost layer after the concrete 7 is poured, cement mortar is smeared on the upper surface of the roof plate to find the gradient and perform corresponding waterproof treatment, the roof plate is a polystyrene board or an extruded sheet, and the anti-seismic column and the ring beam are poured together when the concrete 7 is poured on the floor slab.
One side of the first connecting rod 81 is provided with a movable cavity 813, the second connecting rod 82 is inserted in the movable cavity 813, the end part of the second connecting rod 82 in the movable cavity 813 is provided with an annular edge 823, the annular edge 823 is attached to the inner wall of the movable cavity 813, a blocking edge 814 for limiting the movement of the annular edge 823 is arranged at the opening edge of the movable cavity 813, a spring 83 is further sleeved on the part of the second connecting rod 82 in the movable cavity 813, one end of the spring 83 abuts against the annular edge 823, the other end of the spring 83 abuts against the blocking edge 814, the second clamping plate 821 and the second movable plate 822 are both arranged at the part of the second connecting rod 82 outside the movable cavity 813, the second connecting rod 82 can be pulled to facilitate the locking device 8 to adapt to different working conditions, when in use, the first connecting rod 81 is connected with a steel wire mesh on a steel mesh frame sandwich plate, the second link 82 is then stretched to connect it to the wire mesh on the other wire mesh grid sandwich panel.
The first connecting rod 81 and the second connecting rod 82 are respectively provided with elongated sliding holes 84 at positions corresponding to the first movable plate 812 and the second movable plate 822, the two movable plates are respectively provided with a sliding block 85, the sliding block 85 is arranged in the elongated sliding holes 84, the sliding block 85 is provided with an adjusting plate 86 at one end far away from the two movable plates, one side of the adjusting plate 86 is respectively attached to the two connecting rods, the adjusting plate 86 is connected with the two connecting rods through screws 87, and the adjusting plate 86 is shifted to enable the two movable plates to move along the elongated sliding holes 84.
the first connecting rod 81 and the second connecting rod 82 are provided with a plurality of insertion holes 88 matched with the screws 87 in the sliding direction of the adjusting plate 86, and the insertion holes 88 at different positions are convenient to adjust and fix the position of the adjusting plate 86 according to the diameter of the steel wire mesh.
When the locking device 8 is used for connecting two steel wire meshes 32, the first clamping plate 811 abuts against one side of a steel wire mesh 32 stud, then the adjusting plate 86 on the first connecting rod 81 is shifted, the first movable plate 812 moves towards one side of the stud and is matched with the first clamping plate 811 to clamp the stud, the screw 87 on the first connecting rod 81 is screwed after clamping is performed, the screw abuts against the jack 88, then the second connecting rod 82 is pulled, the second clamping plate 821 on the second connecting rod is abutted against one side of another steel wire mesh 32 stud, then the adjusting plate 86 on the second connecting rod 82 is shifted, the second movable plate 822 moves towards one side of the stud and is matched with the second clamping plate 821 to clamp the stud, then the screw 87 on the second connecting rod 82 is screwed to fix the second clamping plate, and therefore the connecting work of the two steel wire meshes 32 is completed.
First splint 811 and first fly leaf 812 all are provided with the first arc wall 815 with the stud looks adaptation of wire net 32 in one side relative to each other, and second splint 821 and second fly leaf 822 all are provided with the second arc wall 824 with the stud looks adaptation of wire net 32 in one side relative to each other, the setting of two arc walls for splint and fly leaf are when the cooperation, with the more fastening of stud clamp.
The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (10)
1. The utility model provides a wire net frame battenboard low energy consumption house which characterized in that: the anti-seismic steel bar reinforced concrete foundation comprises a pile type reinforced concrete foundation, wherein first anti-seismic columns are arranged on four corners of the foundation, outer walls are arranged among the first anti-seismic columns, a plurality of second anti-seismic columns are arranged among the first anti-seismic columns at positions corresponding to the inner sides of the outer walls, and each anti-seismic column is provided with a floor plate at a position corresponding to each floor height;
The outer wall body comprises a steel wire mesh frame sandwich plate formed by splicing a sandwich plate and steel wire meshes, the steel wire mesh frame sandwich plate is sequentially spliced and installed between first anti-seismic columns, the steel wire meshes are arranged on two sides of the sandwich plate, the steel wire meshes on the two sides are connected through steel wires, the steel wires obliquely penetrate through the sandwich plate, and the steel wire meshes on the steel wire mesh frame sandwich plates are connected through a locking device;
The front side and the rear side of the sandwich plate are both provided with a plurality of layers of wave grooves;
the locking device comprises a first connecting rod and a retractable second connecting rod arranged on one side of the first connecting rod, a first clamping plate is arranged at the end of the first connecting rod, a first movable plate matched with the first clamping plate in use is arranged on one side of the first clamping plate, a second clamping plate is arranged at one end, away from the first connecting rod, of the second connecting rod, a second movable plate matched with the second clamping plate in use is arranged on one side of the second clamping plate, the two movable plates are connected with the two connecting rods through screws respectively, and the two clamping plates and the two movable plates are clamped on a vertical rib of a steel wire mesh through matching.
2. the steel wire mesh frame sandwich panel low energy consumption house of claim 1, characterized in that: the side length of the cross section of the first anti-seismic column is 120cm-200cm, and the side length of the cross section of the second anti-seismic column is 160cm-240 cm.
3. the steel wire mesh frame sandwich panel low energy consumption house of claim 1, characterized in that: and fine stone concrete with the thickness of 3cm-3.5cm is sprayed on two sides of the steel wire mesh frame sandwich board in the outer wall body, and cement mortar with the thickness of 1.5cm-2cm is smeared on the outer side of the fine stone concrete.
4. The steel wire mesh frame sandwich panel low energy consumption house of claim 3, characterized in that: the sandwich board is one of a polystyrene board, a rock wool board, an extruded sheet or a polyurethane insulation board.
5. The steel wire mesh frame sandwich panel low energy consumption house of claim 1, characterized in that: the sandwich board is characterized in that grooves and lugs are respectively arranged on two sides of the sandwich board, the lug of one sandwich board is inserted into the groove of the other sandwich board during assembly, and the splicing parts of the sandwich boards are bonded through foamed polyurethane.
6. The steel wire mesh frame sandwich panel low energy consumption house of claim 1, characterized in that: the floor slab comprises the steel wire mesh frame sandwich board connected with the anti-seismic column, cement mortar with the thickness of 1.5cm-2.5cm is smeared at the bottom of the steel wire mesh frame sandwich board for the floor slab, concrete with the thickness of 8cm-12cm is poured after reinforcement is bound at the top of the steel wire mesh frame sandwich board, a roof board with the thickness of 15cm-30cm is paved on the steel wire mesh frame sandwich board at the topmost layer after the concrete is poured, and cement mortar is smeared on the top of the roof board to find the gradient and perform corresponding waterproof treatment.
7. the steel wire mesh frame sandwich panel low energy consumption house of claim 1, characterized in that: one side of the first connecting rod is provided with a movable cavity, the second connecting rod is inserted in the movable cavity, the end part, located in the movable cavity, of the second connecting rod is provided with an annular edge, the annular edge is attached to the inner wall of the movable cavity, a blocking edge used for limiting the movement of the annular edge is arranged at the opening edge of the movable cavity, a spring is further sleeved on the part, located in the movable cavity, of the second connecting rod, one end of the spring abuts against the annular edge, the other end of the spring abuts against the blocking edge, and the second clamping plate and the second movable plate are arranged on the part, located outside the movable cavity, of the second connecting rod.
8. The steel wire mesh frame sandwich panel low energy consumption house of claim 7, characterized in that: correspond respectively on the first connecting rod with the second connecting rod first fly leaf with the position of second fly leaf is provided with rectangular shape sliding hole, all is provided with the slider on two fly leaves, the slider sets up in the rectangular shape sliding hole, the slider all is provided with the regulating plate in the one end of keeping away from two fly leaves, one side of regulating plate is laminated with two connecting rods respectively, the regulating plate passes through the screw is connected with two connecting rods.
9. The steel wire mesh frame sandwich panel low energy consumption house of claim 8, characterized in that: the first connecting rod and the second connecting rod are provided with a plurality of jacks matched with the screws in the sliding direction of the adjusting plate.
10. The steel wire mesh frame sandwich panel low energy consumption house of claim 9, characterized in that: the first clamping plate and the first movable plate are provided with first arc-shaped grooves matched with the vertical ribs of the steel wire gauze on one sides opposite to each other, and the second clamping plate and the second movable plate are provided with second arc-shaped grooves matched with the vertical ribs of the steel wire gauze on one sides opposite to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412739.1U CN209760434U (en) | 2019-03-29 | 2019-03-29 | Low-energy-consumption house with steel wire mesh frame sandwich plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412739.1U CN209760434U (en) | 2019-03-29 | 2019-03-29 | Low-energy-consumption house with steel wire mesh frame sandwich plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209760434U true CN209760434U (en) | 2019-12-10 |
Family
ID=68757158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920412739.1U Expired - Fee Related CN209760434U (en) | 2019-03-29 | 2019-03-29 | Low-energy-consumption house with steel wire mesh frame sandwich plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209760434U (en) |
-
2019
- 2019-03-29 CN CN201920412739.1U patent/CN209760434U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191210 |
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| CF01 | Termination of patent right due to non-payment of annual fee |