CN108222323A - A kind of orthogonal square armored concrete box body building mechanism - Google Patents
A kind of orthogonal square armored concrete box body building mechanism Download PDFInfo
- Publication number
- CN108222323A CN108222323A CN201810024538.4A CN201810024538A CN108222323A CN 108222323 A CN108222323 A CN 108222323A CN 201810024538 A CN201810024538 A CN 201810024538A CN 108222323 A CN108222323 A CN 108222323A
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- China
- Prior art keywords
- wall
- fixed
- steel bars
- load bearing
- box body
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- 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.)
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Links
- 230000007246 mechanism Effects 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 230000003014 reinforcing effect Effects 0.000 claims description 32
- 239000011449 brick Substances 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 241000700647 Variola virus Species 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 13
- 238000009423 ventilation Methods 0.000 abstract description 8
- 238000009413 insulation Methods 0.000 abstract description 6
- 239000004035 construction material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
Abstract
The invention discloses a kind of orthogonal square armored concrete box body building mechanisms, it is related to technical field of buildings, including main structure body, the main structure body includes support column, load bearing wall is equipped between the support column, the load bearing wall includes concrete support wall, the side of the concrete support wall is equipped with light steel bracket, the side of the light steel bracket is equipped with wooden keel layer, the wooden keel layer includes vertical fixed keel, the vertical fixed horizontally-supported keel of keel vertical connection, the side of the wooden keel layer is equipped with finishing hanging plate, the opposite side of the concrete support wall is equipped with Ventilating wall, wherein, load bearing wall, the ratio of collar tie beam and ground cantilever thickness is (1 1.15): (0.7 0.85): (1.3 1.54).The present invention carries out ground by fixed ground beam and fixes, and it is fixed by fixation steel plate, wall is carried out by collar tie beam simultaneously to fix, and load-bearing is carried out by load bearing wall, improve the stability and fastness of structure, the efficiency of the finishing of wall is improved simultaneously, and improves wall using effect, improves the effect of sound insulation and ventilation.
Description
Technical field
The present invention relates to technical field of buildings, it particularly relates to a kind of orthogonal square armored concrete box body building machine
Structure.
Background technology
Wall is the important component of building.Its effect is load-bearing, is gone along with sb. to guard him or the compartment.Wall by wall by
Power situation and material are divided into load bearing wall and non-load bearing wall, are divided into solid wall, sintering hollow brick wall, sky bucket by wall structure mode
Wall, composite wall, wall are generally divided into exterior wall and interior wall two large divisions by position, have longitudinal and transverse two directions again per part,
Form four kinds of walls altogether in this way, i.e., longitudinal exterior wall, lateral exterior wall (also known as gable), longitudinal interior wall, lateral interior wall.
At this stage, load bearing wall finishing is complicated, is unfavorable for repairing and protect, while sound insulation and ventilation effect are poor.It is existing simultaneously
In some building structure, in order to improve the anti seismic efficiency of building mechanism entirety, simply by increase thickness of wall body or overstriking reinforcing bar
Or the mode of close arrangement of reinforcement carries out, but the cost for building mechanism significantly increases, and the size between load bearing wall, collar tie beam and ground beam is only
Only it is rule of thumb to be configured, waste of material is serious, for the problems in above-mentioned the relevant technologies, not yet proposes effective solve at present
Scheme.
Invention content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides a kind of orthogonal square armored concrete box body building mechanism, solutions
Current existing load bearing wall finishing of having determined is complicated, is unfavorable for repairing and protect, while the problem of sound insulation and poor ventilation effect；Together
When, the problem of solving on the basis of fully construction material cost is saved, significantly improve building mechanism entirety anti-seismic performance.
(2) technical solution
In order to achieve the above object, the present invention is achieved by the following technical programs：One kind includes main structure body, the knot
Structure main body includes support column, load bearing wall is equipped between the support column, the load bearing wall includes concrete support wall, described mixed
The side of solidifying soil support wall is equipped with light steel bracket, and the side of the light steel bracket is equipped with wooden keel layer, the wooden keel
Layer includes vertical fixed keel, the vertical fixed horizontally-supported keel of keel vertical connection, the side of the wooden keel layer
Equipped with finishing hanging plate, the opposite side of the concrete support wall is equipped with Ventilating wall, the side of the Ventilating wall be equipped with every
Sound cotton wall, the lower section of the load bearing wall are equipped with fixed ground beam, and the fixed ground beam includes horizontal fixed steel bars, described horizontal solid
Determine reinforcing bar and be vertically equipped with vertical fixed steelring, the horizontal fixed steel bars both ends are equipped with link slot, the lower section of the link slot
Equipped with grouting fixing pipe, the lower section of the grouting fixed link is equipped with fixation steel plate, the fixation steel plate and the grouting fixed link
It is fixedly connected, the top of the load bearing wall is equipped with collar tie beam, and the collar tie beam includes Horizontal concrete support column, the Horizontal concrete
It is equipped with several groups of horizontal collar tie beam fixed steel bars in support column, the horizontal collar tie beam fixed steel bars vertical connection collar tie beam fixed steel bars,
The both ends of the Horizontal concrete support column are equipped with connection fixed column, and the connection fixed column includes vertical connection reinforcing bar, institute
Vertical connection reinforcing bar vertical connection horizontal connection reinforcing bar is stated, ceiling is equipped between the collar tie beam；Wherein, load bearing wall, collar tie beam and
The ratio of ground cantilever thickness is (1-1.15): (0.7-0.85): (1.3-1.54).
Further, the finishing hanging plate side is equipped with finishing and latches, and the finishing lock includes fixing sucking disk, the dress
Lock is repaiied to connect by the fixing sucking disk with the finishing hanging plate.
Further, fixed steel bars are equipped in the concrete support wall, and the fixed steel bars are inoculated with mixing with interior pour
Solidifying soil.
Further, fixing groove is equipped in the link slot, the link slot passes through affiliated fixing groove with the support column
Connection.
Further, ventilating brick is equipped in the Ventilating wall, concrete fixes company between the ventilating brick
It connects.
Further, spacer bar is equipped in the ceiling, the spacer bar is vertically connected with connection reinforcing bar, described
It connects reinforcing bar and is equipped with fixing card, the spacer bar is connected with the connection reinforcing bar by the fixing card.
Further, vertical support reinforcing bar is equipped in the support column, and the vertical support reinforcing bar is equipped with fixed steel
Muscle, the fixed steel bars are equipped with fixing nut, and the vertical support reinforcing bar passes through the fixing nut with the fixed steel bars
Connection.
Further, ventilating brick is equipped in the Ventilating wall, concrete fixes company between the ventilating brick
It connects.
The ratio of load bearing wall, collar tie beam and ground cantilever thickness is preferably 1: 0.75：∶1.49.
(3) advantageous effect
The present invention provides a kind of orthogonal square armored concrete box body building mechanisms, have following advantageous effect：One side
Face carries out ground by fixed ground beam and fixes, on the other hand, is fixed by fixation steel plate, while carry out wall by collar tie beam
Body is fixed, and carries out load-bearing by load bearing wall, largely, is improved the stability and fastness of structure, is improved simultaneously
The efficiency of the finishing of wall, and wall using effect is improved, the effect of the sound insulation and ventilation of building mechanism is improved, in addition a side
Face, significantly improves the strength and stability of building mechanism entirety, and whole anti-seismic performance significantly improves.
Description of the drawings
It in order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structure diagram of orthogonal square armored concrete box body building mechanism according to embodiments of the present invention；
Fig. 2 is the fixation ground beam signal of orthogonal square armored concrete box body building mechanism according to embodiments of the present invention
Figure；
Fig. 3 is that the collar tie beam width direction of orthogonal square armored concrete box body building mechanism according to embodiments of the present invention is cut
Face schematic diagram；
Fig. 4 is the load bearing wall width direction of orthogonal square armored concrete box body building mechanism according to embodiments of the present invention
Schematic cross-section.
In figure：Ground beam, 4 load bearing walls, 5 main structure bodies, 6 collar tie beams, 7 fixation steel plates, 8 fillings are fixed in 1 ceiling, 2 support columns, 3
Slurry fixing pipe, 9 link slots, 10 vertical fixed steelrings, 11 horizontal fixed steel bars, 12 horizontal collar tie beam fixed steel bars, 13 collar tie beams are fixed
Reinforcing bar, 14 Horizontal concrete support columns, 15 vertical connection reinforcing bars, 16 horizontal connection reinforcing bars, 17 fixed columns, 18 finishing hanging plates, 19
Vertical fixed keel, 20 wooden keel layers, 21 horizontally-supported keel, 22 light steel brackets, 23 concrete support walls, 24 ventilation walls
Body, 25 sound-proof material walls.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art's all other embodiments obtained belong to what the present invention protected
Range.
According to an embodiment of the invention, a kind of orthogonal square armored concrete box body building mechanism is provided.
As shown in Figs 1-4, the orthogonal square armored concrete box body building mechanism according to embodiments of the present invention, including
Main structure body 5, main structure body 5 include support column 2, load bearing wall 4 are equipped between support column 2, and load bearing wall 4 includes concrete support wall
Body 23, the side of concrete support wall 23 are equipped with light steel bracket 22, and the side of light steel bracket 22 is equipped with wooden keel layer 20, wood
Keel layer 20 processed includes vertical fixed keel 19, the horizontally-supported keel 21 of vertical fixed 19 vertical connection of keel, wooden keel layer
20 side is equipped with finishing hanging plate 18, and the opposite side of concrete support wall 23 is equipped with Ventilating wall 24, and the one of Ventilating wall 24
Side is equipped with sound-proof material wall 25, and the lower section of load bearing wall 4 is equipped with fixed ground beam 3, and fixed ground beam 3 includes horizontal fixed steel bars 11, water
Flat fixed steel bars 11 are vertically equipped with vertical fixed steelring 10, and horizontal 11 both ends of fixed steel bars are equipped with link slot 9, link slot 9
Lower section is equipped with grouting fixing pipe 8, and the lower section of grouting fixed link 8 is equipped with fixation steel plate 7, and fixation steel plate 7 is fixed with grouting fixed link 8
Connection, the top of load bearing wall 4 are equipped with collar tie beam 6, and collar tie beam 6 includes Horizontal concrete support column 14, in Horizontal concrete support column 14
Equipped with several groups of horizontal collar tie beam fixed steel bars 12, horizontal 12 vertical connection collar tie beam fixed steel bars 13 of collar tie beam fixed steel bars, level is mixed
The both ends of solidifying soil support column 14 are equipped with connection fixed column 17, and connection fixed column 17 includes vertical connection reinforcing bar 15, vertical connection
15 vertical connection horizontal connection reinforcing bar 16 of reinforcing bar is equipped with ceiling 1 between collar tie beam 6；Wherein, load bearing wall, collar tie beam and ground cantilever thickness
Ratio be (1-1.15): (0.7-0.85): (1.3-1.54).The ratio of load bearing wall, collar tie beam and ground cantilever thickness is preferably 1:
0.75：∶1.49.
By means of above-mentioned technical proposal, ground is carried out by fixed ground beam 3 and is fixed, and be fixed by fixation steel plate 7,
Wall is carried out by collar tie beam 6 simultaneously to fix, and load-bearing is carried out by load bearing wall 4, improve the stability and fastness of structure, together
When improve wall finishing efficiency, and improve wall using effect, improve sound insulation with ventilation effect, significantly improve simultaneously
Build the anti-seismic performance of mechanism entirety.
Illustrate that the ratio of load bearing wall, collar tie beam and ground cantilever thickness is whole for improving building mechanism below by way of experimental data
The importance of anti-seismic performance, we are on the basis of the thickness of load bearing wall, such as it is 20cm, 30cm, 40cm or other to choose thickness
Size, collar tie beam and ground beam are chosen according to a certain percentage, and experiment wall body structure is placed on vibration test instrument and is tested, wherein shaking
Dynamic tester seismic behavior is divided into 1-10, and 0.1,10 grades of precision is best for anti-seismic performance, following (the load-bearing wall thickness of specific data
For 30cm)：
Above table shows the ratio 1: 0.75 of load bearing wall, collar tie beam and ground cantilever thickness：: when 1.49, anti-seismic performance is best
, meanwhile, numerous experiments are carried out by 20cm, 40cm and other stock sizes of load-bearing wall thickness, by experimental result
The analysis of carry out science, it is believed that the ratio of load bearing wall, collar tie beam and ground cantilever thickness is (1-1.15): (0.7-0.85): (1.3-
1.54) when, on the cost basis for saving construction material, anti-seismic performance can be significantly improved, construction material cost is saved on year-on-year basis
10% or so.The experimental data of other sizes no longer enumerates herein.
In addition, in one embodiment, for above-mentioned finishing hanging plate 18,18 side of finishing hanging plate is equipped with fitting lock
Button, finishing lock include fixing sucking disk, and finishing lock is connect with finishing hanging plate 18 by fixing sucking disk.
In addition, it in one embodiment, for above-mentioned concrete support wall 23, is set in concrete support wall 23
There are fixed steel bars, and fixed steel bars are inoculated with concrete with interior pour.
In addition, in one embodiment, for above-mentioned link slot 9, fixing groove, the connection are equipped in link slot 9
Slot is connect with support column 2 by affiliated fixing groove.
In addition, in one embodiment, it is hollow that ventilation is equipped with for above-mentioned Ventilating wall 24, in Ventilating wall 24
Brick, concrete is fixedly connected between ventilating brick.
In addition, in one embodiment, for above-mentioned ceiling 1, spacer bar, supporting steel are equipped in ceiling 1
Muscle is vertically connected with connection reinforcing bar, and connection reinforcing bar is equipped with fixing card, and spacer bar is connected with connecting reinforcing bar by fixing card.
In addition, in one embodiment, for above-mentioned support column 2, vertical support reinforcing bar is equipped in support column 2, and
Vertical support reinforcing bar is equipped with fixed steel bars, and the fixed steel bars are equipped with fixing nut, vertical support reinforcing bar and fixed steel bars
It is connected by fixing nut.
To sum up, by means of the above-mentioned technical proposal of the present invention, ground is carried out by fixed ground beam and is fixed, and passes through fixed steel
Plate is fixed, at the same by collar tie beam carry out wall fix, and by load bearing wall carry out load-bearing, improve structure stability and
Fastness, while the efficiency of the finishing of wall is improved, and improve wall using effect, improve the effect of sound insulation and ventilation.
More than, it is merely preferred embodiments of the present invention, but protection scope of the present invention is not limited thereto, it is any
Those familiar with the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its invents
Design is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of orthogonal square armored concrete box body building mechanism, including main structure body (5), it is characterised in that：The structure
Main body (5) includes support column (2), and load bearing wall (4) is equipped between the support column (2), and the load bearing wall (4) includes concrete branch
Buttress body (23), the side of the concrete support wall (23) are equipped with light steel bracket (22), and the one of the light steel bracket (22)
Side is equipped with wooden keel layer (20), and the wooden keel layer (20) is including vertically fixing keel (19), the vertical fixed keel
(19) the horizontally-supported keel of vertical connection (21), the side of the wooden keel layer (20) is equipped with finishing hanging plate (18), described mixed
The opposite side of solidifying soil support wall (23) is equipped with Ventilating wall (24), and the side of the Ventilating wall (24) is equipped with sound-proof material wall
(25), the lower section of the load bearing wall (4) is equipped with fixed ground beam (3), and the fixed ground beam (3) includes horizontal fixed steel bars (11),
The horizontal fixed steel bars (11) are vertically equipped with vertical fixed steelring (10), and horizontal fixed steel bars (11) both ends are equipped with company
Access slot (9), the lower section of the link slot (9) are equipped with grouting fixing pipe (8), and the lower section of the grouting fixed link (8), which is equipped with, to be fixed
Steel plate (7), the fixation steel plate (7) are fixedly connected with the grouting fixed link (8), and the top of the load bearing wall (4) is equipped with circle
Beam (6), the collar tie beam (6) include Horizontal concrete support column (14), are equipped in the Horizontal concrete support column (14) several
The horizontal collar tie beam fixed steel bars (12) of group, horizontal collar tie beam fixed steel bars (12) the vertical connection collar tie beam fixed steel bars (13) are described
The both ends of Horizontal concrete support column (14) are equipped with connection fixed column (17), and the connection fixed column (17) is including vertical connection
Reinforcing bar (15), vertical connection reinforcing bar (15) the vertical connection horizontal connection reinforcing bar (16) are equipped with smallpox between the collar tie beam (6)
Plate (1), wherein, the ratio of load bearing wall, collar tie beam and ground cantilever thickness is (1-1.15): (0.7-0.85): (1.3-1.54).
2. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：The dress
It repaiies hanging plate (18) side and is equipped with finishing lock, the finishing lock includes fixing sucking disk, and the finishing lock and the finishing are hung
Plate (18) is connected by the fixing sucking disk.
3. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：It is described mixed
Fixed steel bars are equipped in solidifying soil support wall (23), and the fixed steel bars are inoculated with concrete with interior pour.
4. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：The company
Fixing groove is equipped in access slot (9), the link slot is connect with the support column (2) by affiliated fixing groove.
5. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：It is described logical
Ventilating brick is equipped in brattice body (24), concrete is fixedly connected between the ventilating brick.
6. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：The day
Spacer bar is equipped in card (1), the spacer bar is vertically connected with connection reinforcing bar, and the connection reinforcing bar, which is equipped with, to be fixed
Card, the spacer bar are connected with the connection reinforcing bar by the fixing card.
7. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：The branch
Vertical support reinforcing bar is equipped in dagger (2), and the vertical support reinforcing bar is equipped with fixed steel bars, the fixed steel bars are equipped with
Fixing nut, the vertical support reinforcing bar are connect with the fixed steel bars by the fixing nut.
8. the orthogonal square armored concrete box body building mechanism of one kind according to claim 1, it is characterised in that：It is described to hold
The ratio of weight wall, collar tie beam and ground cantilever thickness is preferably 1: 0.75: 1.49.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024538.4A CN108222323A (en) | 2018-01-10 | 2018-01-10 | A kind of orthogonal square armored concrete box body building mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024538.4A CN108222323A (en) | 2018-01-10 | 2018-01-10 | A kind of orthogonal square armored concrete box body building mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108222323A true CN108222323A (en) | 2018-06-29 |
Family
ID=62641475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810024538.4A Pending CN108222323A (en) | 2018-01-10 | 2018-01-10 | A kind of orthogonal square armored concrete box body building mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108222323A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203939161U (en) * | 2014-01-08 | 2014-11-12 | 时建华 | A kind of based on fixing clip slot without filleting curtain wall with dry-hanging stone |
| CN204920284U (en) * | 2015-09-23 | 2015-12-30 | 丁泽恩 | Light practical room of body |
| CN205224333U (en) * | 2015-10-29 | 2016-05-11 | 李祥国 | Building external wall structure with effect of adjusting temperature |
-
2018
- 2018-01-10 CN CN201810024538.4A patent/CN108222323A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203939161U (en) * | 2014-01-08 | 2014-11-12 | 时建华 | A kind of based on fixing clip slot without filleting curtain wall with dry-hanging stone |
| CN204920284U (en) * | 2015-09-23 | 2015-12-30 | 丁泽恩 | Light practical room of body |
| CN205224333U (en) * | 2015-10-29 | 2016-05-11 | 李祥国 | Building external wall structure with effect of adjusting temperature |
Non-Patent Citations (3)
| Title |
|---|
| 杨南方等: "《建筑装饰施工》", 30 September 2005, 中国建筑工业出版社 * |
| 赵维霞: "《混凝土结构与砌体结构（第2版）》", 29 February 2016, 北京理工大学出版社 * |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190419 Address after: Room B8406-03, 4th floor, 818 Huayuan Road, Xiangcheng District, Suzhou City, Jiangsu Province Applicant after: Suzhou Kai Xian Intelligent Technology Co., Ltd. Address before: 310051 Room 125, Building No. 88, Jiangling Road, Xixing Street, Binjiang District, Hangzhou City, Zhejiang Province Applicant before: HANGZHOU HUAXUAN INFORMATION TECHNOLOGY CO., LTD. |
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Application publication date: 20180629 |
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