CN216196566U - Concrete pouring template and concrete pouring template system - Google Patents
Concrete pouring template and concrete pouring template system Download PDFInfo
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- CN216196566U CN216196566U CN202122490159.4U CN202122490159U CN216196566U CN 216196566 U CN216196566 U CN 216196566U CN 202122490159 U CN202122490159 U CN 202122490159U CN 216196566 U CN216196566 U CN 216196566U
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Abstract
The utility model relates to a concrete pouring template and a concrete pouring template system, wherein the concrete pouring template comprises a panel, a frame and a height connecting part, the panel comprises a front surface and a back surface, and the front surface is used for pouring concrete; the frame is arranged on the side edge of the panel in the length direction; the high part is fixed on the upper parts of the panel and the frame. Compared with the prior art, the concrete pouring template provided by the utility model is provided with the heightening template, so that the same concrete pouring template is suitable for wall construction with different sizes only by replacing heightening templates with different sizes; the reinforced vertical ribs and the special-shaped frame are designed, so that the overall rigidity and the bending strength are improved, and the concrete pouring template is not easy to deform; through the integrative round pin of design, when in actual use, dismouting concrete placement template is more convenient, efficient, be difficult to lose the round pin piece.
Description
Technical Field
The utility model relates to a concrete pouring template and a concrete pouring template system, and belongs to the technical field of building auxiliary tools.
Background
The existing concrete pouring template is an important tool for cast-in-place concrete construction, and a traditional loose-spliced wood template or a simply spliced steel template is mostly used in actual construction.
In patent 'a concrete pouring template system of built-in heated board outer wall' with application number 202110277673.1, a concrete pouring template system of built-in heated board outer wall is disclosed, has solved the problem of how to accomplish the concrete pouring template system of built-in heated board outer wall to set up conveniently with high quality. The split bolts of the external wall template are designed into three-section combined type, in the process of assembling the heat insulation board and the steel wire mesh on the ground, the butt bolt through holes are drilled in the heat insulation board, the middle section screw rod penetrates through the butt bolt through holes drilled in the heat insulation board, the assembled heat insulation board and the steel wire mesh are hoisted and installed on the outer side of the external wall steel bar framework, the inner template and the outer template are erected, the outer section screw rod penetrates through the drilled holes in the outer template and is in threaded connection with the conical nuts on the outer side end of the middle section screw rod, the outer template is fixed, the inner section screw rod penetrates through the drilled holes in the inner template and is in threaded connection with the conical nuts on the inner side end of the middle section screw rod, and the inner template is fixed.
However, the existing concrete pouring template needs to be designed into different panel sizes according to different sizes of actual construction walls, so that the existing concrete pouring template cannot be reused and cannot be commonly used for walls with different specifications. In addition, due to the self structure, the integral rigidity is low, the bending strength is low, and the concrete is easy to deform in the actual construction process, so that the poured concrete leaks and the wall body deforms; heavy, time and labor consuming manual handling; when a plurality of templates are assembled, the connecting parts are easily lost, and the assembly efficiency is low.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a concrete pouring template.
Another technical problem to be solved by the present invention is to provide a concrete pouring template system.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
a concrete pouring template comprises a panel, a frame and a height connecting part,
the panel comprises a front surface and a back surface, and the front surface is used for pouring concrete;
the frame is arranged on the side edge of the panel in the length direction;
the high part is fixed on the upper parts of the panel and the frame.
Wherein preferably, the heightening part comprises a heightening panel and a top batten,
the thickness of the heightening panel is the same as that of the panel, and the height of the heightening panel can be adjusted;
the top batten is arranged on the back of the heightening panel.
Wherein preferably, the concrete pouring template comprises a first panel, a second panel, a corner bracket, a frame and a corner heightening part,
the first panel and the second panel are respectively fixed on two sides of the corner bracket and form an included angle;
the frame is arranged on the side edges of the first panel and the second panel in the length direction;
the corner heightening part is fixed on the upper parts of the first panel, the second panel, the corner bracket and the frame.
Wherein preferably, the corner heightening part comprises a first heightening panel, a first top batten, a second heightening panel and a second top batten,
the thickness of the first heightening panel is the same as that of the first panel, the thickness of the second heightening panel is the same as that of the second panel, the heights of the first heightening panel and the second heightening panel can be adjusted,
the first top batten is arranged on the back face of the first heightening panel, and the second top batten is arranged on the back face of the second heightening panel.
Wherein, the corner bracket preferably comprises a first corner edge, a second corner edge, a first hook part, a first supporting plate, a second hook part, a second supporting plate and a connecting plate,
the first corner edge and the second corner edge form an included angle alpha, the numerical range of the included angle alpha is more than 0 degree and less than 180 degrees,
a first hook part is arranged at one end of the first corner edge, and the first hook part and the first supporting plate fix the first panel;
a second hook part is arranged at one end of the second corner edge, and the second hook part and the second supporting plate are used for fixing the first panel;
the connecting plate is connected with the first supporting plate and the second supporting plate.
Wherein preferably, the frame comprises a front hook plate, a rear supporting plate and a side plate,
the shape of the front hook plate is matched with the chamfer angle of the panel,
the back supporting plate is vertical to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the joint of the front hook plate and the rear supporting plate, and the other side of the side plate extends from the back of the panel along the direction vertical to the panel.
Wherein preferably, the frame further comprises an upper closing plate and a lower closing plate,
the upper sealing plate is positioned at the uppermost part of the frame, and one side surface of the upper sealing plate is fixed on the side plate and is vertical to the side plate;
the lower sealing plate is positioned at the bottommost part of the frame, and one side surface of the lower sealing plate is fixed on the side plate and is perpendicular to the side plate.
Preferably, the panel further comprises a vertical rib, wherein the vertical rib is arranged on the back surface of the panel and extends along the length direction of the panel.
Wherein preferably, the device also comprises an integrated pin which consists of a pin seat, a special-shaped pin, a double-hole pin sheet and a thin steel wire rope,
the pin seat is fixed on the frame,
the special-shaped pin is inserted in the fixing hole of the frame,
the frame double-hole pin sheet is tied on the frame special-shaped pin through a frame thin steel wire rope.
A concrete pouring template system is used for pouring a concrete wall body and comprises an outer wall template system and an inner wall template system,
the external wall template system comprises a bottom bearing template, a concrete pouring template and a top bearing template;
in the exterior wall formwork system, a bottom bearing formwork is positioned below a concrete pouring formwork, a top bearing formwork is positioned above the concrete pouring formwork, and the bottom bearing formwork and the top bearing formwork are fixed in a solidified concrete wall body,
the inner wall formwork system comprises bottom formwork stripping battens, concrete pouring formworks and a top plate formwork;
in the interior wall formwork system, the bottom form removal battens are located below the concrete pouring formworks, and the top plate battens are located above the concrete pouring formworks.
The utility model has the following technical effects: compared with the prior art, the concrete pouring template is designed into the heightening template, so that the same concrete pouring template is only replaced by heightening templates with different sizes, and the concrete pouring template is suitable for wall construction with different sizes; the reinforced vertical ribs and the special-shaped frame are designed, so that the overall rigidity and the bending strength are improved, and the concrete pouring template is not easy to deform; through the integrative round pin of design, when in actual use, dismouting concrete placement template is more convenient, efficient, be difficult to lose the round pin piece.
Drawings
FIG. 1 is a schematic structural view of the construction of a concrete pouring formwork system of the present invention;
fig. 2 is a schematic perspective view illustrating a concrete casting form according to a first embodiment of the present invention;
FIG. 3 is a cross-sectional view taken along A-A of FIG. 2;
FIG. 4 is an enlarged view of a portion of the faceplate and bezel of FIG. 3;
fig. 5 is a perspective view illustrating a frame of a concrete casting form according to a first embodiment of the present invention;
FIG. 6 is an enlarged fragmentary view of the upper closure plate of FIG. 5;
FIG. 7 is an enlarged fragmentary view of the lower closure plate of FIG. 5;
FIG. 8 is a perspective view of the raised portion;
FIG. 9a is a schematic perspective view of a vertical rib of the concrete cast form of the first embodiment of the present invention;
FIG. 9B is a cross-sectional view taken along line B-B of FIG. 9 a;
FIG. 10a is a schematic front view of a concrete pouring form according to the first embodiment of the present invention;
FIG. 10b is a schematic front view of the reinforcement member of FIG. 10 a;
FIG. 10c is a side schematic view of the reinforcement member of FIG. 10 a;
FIG. 11 is a perspective view of the integral pin;
FIG. 12 is a side view of the integral pin;
fig. 13 is a schematic perspective view illustrating a concrete casting form according to a second embodiment of the present invention;
FIG. 14 is a cross-sectional view taken along line B-B of FIG. 13;
FIG. 15 is a schematic view of the corner bracket of FIG. 14;
fig. 16 is a perspective view of the corner raised part.
Detailed Description
The technical contents of the utility model are described in detail below with reference to the accompanying drawings and specific embodiments.
(first embodiment)
In a building construction, building a wall requires the construction of a concrete cast formwork system as shown in figure 1. And after the concrete pouring template system is built, concrete is injected into the inner space of the concrete pouring template system, and the concrete pouring template system is detached after the concrete is solidified, so that the concrete wall is formed.
The concrete pouring formwork system comprises an external wall formwork system 1 and an internal wall formwork system 2. The external wall template system 1 comprises a bottom bearing template 10, a concrete pouring template 3 and a top bearing template 12; the interior wall formwork system 2 includes a bottom form removal batten 20, a concrete pouring formwork 3 and a top plate formwork 21. In the exterior wall formwork system, the bottom bearing formwork is located concrete placement formwork below, and the top bearing formwork is located concrete placement formwork above to, bottom bearing formwork and top bearing formwork are fixed in the concrete wall that has solidified. In the interior wall formwork system, the bottom form removal battens are located below the concrete pouring formworks, and the top plate battens are located above the concrete pouring formworks. When the external wall template system 1 is built, the bottom bearing template 10 is fixed in solidified concrete of an external wall, and the functions of bearing and fixing the concrete pouring template 3 are achieved. When the interior wall formwork system 2 is built, the bottom form removal battens 20 are installed firstly, the bottom form removal battens 20 can eliminate the influence of uneven bottom plate concrete elevation, and when the interior wall formwork system 2 is dismantled, the bottom form removal battens 20 are dismantled firstly, and form removal spaces are reserved for the concrete pouring formworks 3.
As shown in fig. 2, the concrete placement form 3 of the present invention includes a face plate 30, a frame 31, and a raised portion 32. The panel 30 includes a front side for casting concrete and a back side. The frame 31 is provided on the longitudinal side of the panel 30. The raised portion 32 is fixed to the upper portions of the panel 30 and the frame 31. The front and back surfaces are that when the concrete pouring template 3 is arranged on the outer side of the wall body, namely an outer wall flat template, and is arranged on the inner side of the wall body, namely an inner wall flat template, the outer wall flat template and the inner wall flat template are arranged and fixed face to face, a space is formed in the middle, concrete is poured in the space, the outer wall flat template and the inner wall flat template are removed after concrete is solidified, and the wall body is formed, wherein when concrete is poured, one surface of the outer wall flat template and one surface of the inner wall flat template which are in contact with the concrete are the front surface, and the other surface of the outer wall flat template and the other surface of the inner wall flat template are the back surface. The upper portion here means a position above the concrete placement form 3 when it is set up.
Fig. 3 is a cross-sectional view taken along a-a of fig. 2. Fig. 4 is a partial schematic view of panel 30 and bezel 31 taken from fig. 3. As shown in fig. 3-4, the frame 31 includes a front hook plate 310, a rear supporting plate 311, and a side plate 312. The front hook plate 310 is engaged with the face plate 30, and the front hook plate 310 is shaped to match the chamfer of the face plate 30. The chamfer of the panel 30 may be triangular, semicircular, rectangular, or any other shape that serves to prevent the panel 30 from separating and falling off the frame 31 when the form is removed. The rear support plate 311 is perpendicular to the front hook plate 310 and attached to the rear surface of the panel 30. The side plate 312 has one side connected to the junction of the front hook plate 310 and the rear support plate 311 and the other side extending from the back surface of the panel 30 in a direction perpendicular to the panel 30. The shape of the front hook plate 310 is matched with the chamfer of the panel 30, so that the panel 30 can be effectively prevented from loosening in the front-back direction. As shown in fig. 5-7, the frame 31 further includes an upper cover plate 313 and a lower cover plate 314. The upper closing plate 313 is located at the uppermost portion of the frame 31, and one side surface of the upper closing plate 313 is fixed to the side plate 312 and is perpendicular to the side plate 312. The lower closing plate 314 is located at the bottommost portion of the frame 31, and one side surface of the lower closing plate 313 is fixed on the side plate 312 and is perpendicular to the side plate 312. This go up shrouding can strengthen the frame and connect the fastness of being connected of high template, and lower shrouding can guarantee the deformation of colliding with of frame tip. A plurality of fixing holes 315 for fixing a plurality of concrete casting forms 3 are provided on the side plates 312.
As shown in fig. 8, the raised portion 32 includes a raised panel 320 and a top batten 321. The raised panel 320 has the same thickness as the panel 30 and serves as an auxiliary panel for extending the height of the panel 30. The height of the height-adjustable panel 320 can be adjusted, that is, the height-adjustable panels 320 with different heights can be manufactured, so that the height of the height-adjustable panel 320 is only required to be adjusted without adjusting the height of the panel 30, and the height-adjustable panel 320 can be suitable for manufacturing walls with different heights. The top batten 321 is arranged on the back of the rising panel 320, and both sides of the top batten are provided with concave parts 3210 matched with the upper sealing plate 313. The upper sealing plate 313 is fixed in the recess 3210.
As shown in fig. 9a to 9b, the concrete casting form 3 of the present embodiment further includes a vertical rib 33, and the vertical rib 33 is provided on the rear surface of the panel 30. The vertical ribs 33 can improve the rigidity of the concrete casting form 3. In this embodiment, the vertical rib 33 includes a T-shaped pipe 331, an upper sealing plate 332, and a lower sealing plate 333. Reinforcing holes are uniformly punched on both sides of the front portion of the T-shaped pipe 331, and the vertical ribs 33 are fixed to the panel 30 by nails on site. The upper and lower closure plates 332, 333 enhance the connection between the vertical ribs 33 and the face plate 30. It will be appreciated by those skilled in the art that the shape and number of the vertical ribs 33 can be designed arbitrarily according to actual requirements.
As shown in fig. 10a to 10c, the concrete cast-in formwork 3 of the present embodiment further includes a formwork reinforcement 34. The reinforcement 34 includes a first connection portion 341, a second connection portion 342, and a support portion 343, the first connection portion 341 is vertically connected to the second connection portion 342, one end of the support portion 343 is fixed to the first connection portion 341, and the other end is fixed to the second connection portion 342, so that the first connection portion 341, the second connection portion 342, and the support portion 343 form a triangle. The first connection portion 341 is fixed to the raised portion 32, and the second connection portion 342 is fixed to the panel 30. The reinforcing member 34 is formed by press-forming a thin steel plate. The reinforcing member 34 reinforces the strength of the concrete cast formwork 3 of the present embodiment.
The plurality of concrete casting forms 3 of the present embodiment are fixedly connected to each other by integral pins 34. As shown in fig. 11 to 12, the integrated pin 35 is composed of a pin holder 351, a profile pin 352, a double-hole pin piece 353, and a thin steel wire rope 354. The pin seat 351 is fixed on the frame 31, the special-shaped pin 352 is inserted into the fixed hole, the double-hole pin piece 353 is tied on the special-shaped pin 352 or the pin seat 351 through the thin steel wire rope 354, and the double-hole pin piece 353 is inserted into the pin hole of the special-shaped pin 352 when the special-shaped pin is used. The cross section of the special-shaped pin 352 is straight-sided circular or rectangular. The shape of the cross section can be designed at will according to actual requirements. (second embodiment)
In the house building, two walls with included angles need to be established, and the concrete pouring template system in the embodiment needs to be established for establishing the two walls with the included angles. And after the concrete pouring template system is built, concrete is injected into the inner space of the concrete pouring template system, and the concrete pouring template system is detached after the concrete is solidified, so that the two-sided concrete wall with the included angle is formed. Since the concrete cast formwork system in this embodiment has a different shape and structure of the concrete cast formwork 4 compared to the first embodiment, only the concrete cast formwork 4 in this embodiment will be described in detail below, and the description of the same parts will be omitted.
As shown in fig. 13 to 16, the concrete placement form 4 includes a first panel 41, a second panel 42, a corner bracket 43, a side frame 44, and a corner rising portion 45. The first panel 41 and the second panel 42 are respectively fixed on two sides of the corner bracket 43, and form an included angle therebetween. The size of the included angle can be designed at will according to actual requirements. The frame 44 is provided on the longitudinal side edges of the first panel 41 and the second panel 42. The corner raised portion 45 is fixed to the upper portions of the first panel 41, the second panel 42, the corner bracket 43, and the bezel 44. The shape and configuration of the frame 44 are the same as those of the frame 31 of the first embodiment, and are not described again. The corner bracket 43 includes a first corner edge 431, a second corner edge 432, a first hook 433, a first support plate 434, a second hook 435, a second support plate 436, and a connection plate 437. The first corner edge 431 and the second corner edge 432 form an included angle alpha, and the included angle alpha has a value range of more than 0 degrees and less than 180 degrees. A first hook 433 is disposed at one end of the first corner 431, and the first hook 433 and the first supporting plate 434 fix the first panel 41; a second hook 435 is provided at one end of the second corner edge 432, and the first panel 42 is fixed to the second hook 435 and the second support plate 436. The connection plate 437 connects the first support plate 434 and the second support plate 436. Therefore, the included angle between the first panel and the second panel is equal to the angle alpha.
As shown in fig. 14, the corner heightening portion 45 includes a first heightening panel 451, a first top batten 452, a second heightening panel 453 and a second top batten 454. The first rising panel 451 has the same thickness as the first panel 41, and serves as an auxiliary panel for extending the height of the first panel 41; the second elevation panel 453 has the same thickness as the second panel 42, and serves as an auxiliary panel for extending the height of the first panel 42. The heights of the first heightening panel 451 and the second heightening panel 453 can be adjusted, that is, the first heightening panel 451 and the second heightening panel 453 with different heights can be manufactured, so that the heights of the first heightening panel 451 and the second heightening panel 453 are only required to be adjusted without adjusting the heights of the first panel 41 and the second panel 42, and the method is suitable for manufacturing walls with different heights. It can be seen that the angle formed between first elevation panel 451 and second elevation panel 453 should also be equal to the angle α formed between first panel 41 and second panel 42. First top batten 452 is disposed on a back side of first elevation panel 451, and second top batten 454 is disposed on a back side of second elevation panel 453. A concave portion 4520 matching with the upper sealing plate 441 of the frame 44 is provided on one side of the first top batten 452, and the upper sealing plate 441 is fixed in the concave portion 4520; a recess 4530 is provided on one side of the second top batten 454 to match the upper sealing plate 441 of the rim 44, and the upper sealing plate 441 is fixed in the recess 4530.
The present invention has been described in detail. It will be apparent to those skilled in the art that any obvious modifications thereof can be made without departing from the spirit of the utility model, which infringes the patent right of the utility model and bears the corresponding legal responsibility.
Claims (10)
1. A concrete pouring template is characterized by comprising a panel, a frame and a height connecting part,
the panel comprises a front surface and a back surface, and the front surface is used for pouring concrete;
the frame is arranged on the side edge of the panel in the length direction;
the raised portion is fixed to the upper portions of the panel and the bezel.
2. The concrete pouring form of claim 1, wherein the raised portion includes a raised panel and a top batten,
the thickness of the heightening panel is the same as that of the panel, and the height of the heightening panel can be adjusted;
the top battens are arranged on the back of the heightening panel.
3. The concrete pouring form of claim 1, wherein the concrete pouring form includes a first panel, a second panel, a corner bracket, a side frame, and a corner riser,
the first panel and the second panel are respectively fixed on two sides of the corner bracket and form an included angle;
the frame is arranged on the side edges of the first panel and the second panel in the length direction;
the corner heightening part is fixed on the upper parts of the first panel, the second panel, the corner bracket and the frame.
4. The concrete pouring form of claim 3, wherein the corner highways comprise a first highway panel, a first top plank, a second highway panel, and a second top plank,
the thickness of the first heightening panel is the same as that of the first panel, the thickness of the second heightening panel is the same as that of the second panel, and the heights of the first heightening panel and the second heightening panel can be adjusted,
the first top batten is arranged on the back face of the first heightening panel, and the second top batten is arranged on the back face of the second heightening panel.
5. A concrete pouring template according to claim 3, wherein said corner bracket includes a first corner edge, a second corner edge, a first hook portion, a first bracket plate, a second hook portion, a second bracket plate and a connecting plate,
the first corner edge and the second corner edge form an included angle alpha, the numerical range of the included angle alpha is more than 0 degree and less than 180 degrees,
a first hook part is arranged at one end of the first corner edge, and the first hook part and the first supporting plate fix the first panel;
the second hook part is arranged at one end of the second corner edge, and the second hook part and the second supporting plate are used for fixing the first panel;
the connecting plate is connected with the first supporting plate and the second supporting plate.
6. A concrete pouring template according to claim 1 or 3, wherein said frame comprises a front hook plate, a rear supporting plate and side plates,
the shape of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is vertical to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the joint of the front hook plate and the rear supporting plate, and the other side of the side plate extends from the back of the panel along the direction vertical to the panel.
7. A concrete pouring form according to claim 6, wherein said frame further includes an upper closure plate and a lower closure plate,
the upper sealing plate is positioned at the uppermost part of the frame, and one side surface of the upper sealing plate is fixed on the side plate and is vertical to the side plate;
the lower sealing plate is positioned at the bottommost part of the frame, and one side surface of the lower sealing plate is fixed on the side plate and is perpendicular to the side plate.
8. A concrete pouring form according to claim 1 or claim 3 further including vertical ribs provided on the rear face of the panel and extending along the length of the panel.
9. The concrete pouring template according to claim 1 or 3, further comprising an integral pin consisting of a pin seat, a profile pin, a double hole pin piece and a thin steel wire rope,
the pin seat is fixed on the frame,
the special-shaped pin is inserted in the fixing hole of the frame,
the frame double-hole pin sheet is tied on the special-shaped pin or the pin seat through a frame thin steel wire rope.
10. A concrete pouring template system is used for pouring a concrete wall body and is characterized by comprising an outer wall template system and an inner wall template system,
the external wall template system comprises a bottom bearing template, a concrete pouring template and a top bearing template;
in the exterior wall formwork system, the bottom supporting formwork is located below the concrete casting formwork, the top supporting formwork is located above the concrete casting formwork, and the bottom supporting formwork and the top supporting formwork are fixed in the solidified concrete wall,
the inner wall formwork system comprises bottom formwork stripping battens, concrete pouring formworks and a top plate formwork;
in the interior wall formwork system, the bottom form removal batten is positioned below the concrete pouring formwork, and the top plate timber formwork is positioned above the concrete pouring formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122490159.4U CN216196566U (en) | 2021-10-15 | 2021-10-15 | Concrete pouring template and concrete pouring template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122490159.4U CN216196566U (en) | 2021-10-15 | 2021-10-15 | Concrete pouring template and concrete pouring template system |
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| Publication Number | Publication Date |
|---|---|
| CN216196566U true CN216196566U (en) | 2022-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122490159.4U Active CN216196566U (en) | 2021-10-15 | 2021-10-15 | Concrete pouring template and concrete pouring template system |
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| CN (1) | CN216196566U (en) |
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2021
- 2021-10-15 CN CN202122490159.4U patent/CN216196566U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220613 Address after: Room 601, gate 2, building 40, Fuqiang Dongli, Huangcun Town, Daxing District, Beijing 102600 Patentee after: Lv Junying Patentee after: Li Qiang Address before: 071800 room 3038, No. 61, Jinbao Road, wangjiaying village, Liangmatai Township, Rongcheng County, Baoding City, Hebei Province Patentee before: Li Qiang |
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| TR01 | Transfer of patent right |
Effective date of registration: 20220705 Address after: 071700 room 3038, No.61 Jinbao Road, wangjiaying village, yaomatai Township, Rongcheng County, Baoding City, Hebei Province Patentee after: Hebei xiongan banmuyuan Technology Co.,Ltd. Address before: Room 601, gate 2, building 40, Fuqiang Dongli, Huangcun Town, Daxing District, Beijing 102600 Patentee before: Lv Junying Patentee before: Li Qiang |