CN110258770A - A kind of full prefabricated buildings structural system - Google Patents
A kind of full prefabricated buildings structural system Download PDFInfo
- Publication number
- CN110258770A CN110258770A CN201910358885.5A CN201910358885A CN110258770A CN 110258770 A CN110258770 A CN 110258770A CN 201910358885 A CN201910358885 A CN 201910358885A CN 110258770 A CN110258770 A CN 110258770A
- Authority
- CN
- China
- Prior art keywords
- plate
- fixedly connected
- longitudinal bracing
- structural system
- bottom plate
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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
- 230000000087 stabilizing effect Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 15
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000007514 turning Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- 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
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
- Foundations (AREA)
Abstract
The present invention relates to full assembled technical fields, and disclose a kind of full prefabricated buildings structural system, including bottom plate, the middle part and two sides of the plate upper surface are fixedly installed with longitudinal bracing component, the top of the longitudinal bracing component is fixedly connected with crossbeam by top deckle board, the bottom of the bottom plate is fixedly installed with ground pile, the inside fixation of ground pile is connected with limit plate, the bottom end of longitudinal bracing component runs through bottom plate and extends to the lower section of bottom plate, the top of limit plate is fixedly connected with the bottom of longitudinal bracing component, longitudinal bracing component side adjacent with bottom plate is mounted on rectangular card order member.The full prefabricated buildings structural system, pass through being fixedly connected between bottom plate, longitudinal bracing component and ground pile, ensure the globality of house frame structure, by being solidified between ground pile, positioning unit and concrete, the stability for improving house frame structure enhances the overall structure performance of this kind of full prefabricated buildings structural system.
Description
Technical field
The present invention relates to full assembled technical field, specially a kind of full prefabricated buildings structural system.
Background technique
Fabricated construction is the abbreviation of prefabricated concrete structure, be using prefabricated components be main bearing member through assemble
The concrete structure being formed by connecting, precast reinforced concrete structure are one of the important directions of China's building structure development, it
Be conducive to the development of China's building industrialization, raising production efficiency is energy saving, develops Green environmental-protection building, and be conducive to mention
High and guarantee construction engineering quality.
For prefabricated buildings structural system compared with cast-in-situ construction method, fabricated construction is conducive to green construction, and scene is poured
It fills construction to need to be constructed according to the shape of construction slot, is unable to the globality of effective guarantee anti-pollution structure, scene is poured
Construction is comparatively laborious in work progress, and after the completion of construction, it is also necessary to wait mixture dry, construction period is longer, shadow
The working efficiency of construction personnel is rung, thus it is proposed that a kind of full prefabricated buildings structural system.
Summary of the invention
The present invention provides a kind of full prefabricated buildings structural system, have the overall structure performance and raising for increasing house
The advantages of construction efficiency of staff, solves the problems, such as to mention in background technique.
It is achieved in order to achieve the above object, the present invention provides the following technical solutions: a kind of full prefabricated buildings structural body
System, including bottom plate, the middle part and two sides of the plate upper surface are fixedly installed with longitudinal bracing component, the longitudinal bracing portion
The top of part is fixedly connected with crossbeam by top deckle board, and the bottom of the bottom plate is fixedly installed with ground pile, the ground pile it is interior
Portion is fixed to be connected with limit plate, and the bottom end of the longitudinal bracing component runs through bottom plate and extends to the lower section of bottom plate, the limit
The top of plate is fixedly connected with the bottom of longitudinal bracing component, and longitudinal bracing component side adjacent with bottom plate is mounted on directly
Angle is clamped unit.
Optionally, the inside of the top deckle board is fixedly connected with connecting component, and the connecting component is by left-leaning bar and the right side
The bar that inclines is clamped with positioning pin and is formed.
Optionally, the quantity of the longitudinal bracing component is six, and six longitudinal bracing components are located at same bottom plate
Top between be fixedly connected by transverse plate.
Optionally, the two sides of the cross rail top, which are fixedly connected to, builds plate, built described in two between plate with crossbeam
The angle formed for intersection point is 150 degree.
Optionally, the crossbeam and build between plate be equipped with arc fixed link, the top of the arc fixed link with build
The bottom side of plate is fixedly connected, and the bottom end of the arc fixed link is fixedly connected with the side of crossbeam.
Optionally, the inside for building plate is fixedly connected with hang plate, and described build is fixed between plate and top deckle board
Stabilizing bracket is installed, the both ends for building plate are fixedly connected with the two sides at the top of the deckle board of top by curved support plate.
Optionally, the rectangular card order member includes fixed plate and right angle support frame, the top and bottom of the fixed plate
Portion is fixedly connected with longitudinal bracing component and bottom plate respectively, the top and bottom of the right angle support frame respectively with fixed plate bottom
Middle part and bottom plate are fixedly connected with the intersection point of longitudinal bracing component.
Optionally, the positioning unit includes fixing pipe, and the inside of the fixing pipe is fixedly installed with triangular support bracket,
The triangular support bracket is fixedly connected by round bar with the inner surface of ground pile.
Optionally, be fixedly connected to locating rod in the middle part of three sides of the triangular support bracket, three locating rods according to
Secondary to run through fixing pipe and locating rod and the outside for extending to ground pile, the locating rod is fixedly connected with fixing pipe and ground pile, described
The outer surface of locating rod is fixedly installed with curved rod.
The present invention provides a kind of full prefabricated buildings structural system, have it is following the utility model has the advantages that
1, the full prefabricated buildings structural system, by being fixedly connected between bottom plate, longitudinal bracing component and ground pile, really
The globality for protecting house frame structure improves house frame structure by solidifying between ground pile, positioning unit and concrete
Stability enhances the overall structure performance of this kind of full prefabricated buildings structural system.
2, the full prefabricated buildings structural system, by rectangular card order member between bottom plate and longitudinal bracing component not
It is positioned, prevents the position of longitudinal bracing component from shifting, improved structure between house structural system inside and connect
Stability, and the inside by building plate is equipped with the ground pile of overall format, reduces rate when construction personnel's installation, mentions
The high construction efficiency of staff.
Detailed description of the invention
Fig. 1 is positive structure schematic of the invention；
Fig. 2 is side structure schematic diagram of the invention；
Fig. 3 is the schematic top plan view of positioning unit in Fig. 1；
Fig. 4 is the enlarged diagram of rectangular card order member in Fig. 1.
In figure: 1, bottom plate；2, longitudinal bracing component；3, top deckle board；4, connecting component；5, crossbeam；6, hang plate；7, arc
Shape fixed link；8, curved support plate；9, stabilizing bracket；10, ground pile；11, plate is built；12, rectangular card order member；121, fixed plate；
122, right angle support frame；13, limit plate；14, transverse bar；15, positioning unit；151, fixing pipe；152, triangular support bracket；153,
Locating rod；154, curved rod；16, transverse plate.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-4, a kind of full prefabricated buildings structural system, including bottom plate 1, the middle part and two of 1 upper surface of bottom plate
Side is fixedly installed with longitudinal bracing component 2, and the top of longitudinal bracing component 2 is fixedly connected with crossbeam 5 by top deckle board 3,
The bottom of bottom plate 1 is fixedly installed with ground pile 10, and the inside fixation of ground pile 10 is connected with limit plate 13, the bottom of longitudinal bracing component 2
End runs through bottom plate 1 and extends to the lower section of bottom plate 1, it is ensured that the globality of house frame structure passes through ground pile 10, positioning unit 15
Solidified between concrete, the top of limit plate 13 is fixedly connected with the bottom of longitudinal bracing component 2, longitudinal bracing component 2 with
The adjacent side of bottom plate 1 is mounted on rectangular card order member 12.
Wherein, the inside of top deckle board 3 is fixedly connected with connecting component 4, and connecting component 4 is by left-leaning bar and Right deviation bar and determines
Position pin card connects and forms.
Wherein, the quantity of longitudinal bracing component 2 be six, six longitudinal bracing components 2 be located at same bottom plate 1 top it
Between be fixedly connected by transverse plate 16.
Wherein, the two sides at the top of crossbeam 5, which are fixedly connected to, builds plate 11, and two are built between plate 11 with crossbeam 5 to hand over
The angle that point is formed is 150 degree.
Wherein, it crossbeam 5 and builds and is equipped with arc fixed link 7 between plate 11, the top of arc fixed link 7 and build plate 11
Bottom side is fixedly connected, and the bottom end of arc fixed link 7 is fixedly connected with the side of crossbeam 5.
Wherein, the inside for building plate 11 is fixedly connected with hang plate 6, builds and is fixedly mounted between plate 11 and top deckle board 3
There is stabilizing bracket 9, the inside by building plate 11 is equipped with the ground pile 10 of overall format, reduces speed when construction personnel's installation
Rate, the both ends for building plate 11 are fixedly connected with the two sides at 3 top of top deckle board by curved support plate 8.
Wherein, rectangular card order member 12 includes fixed plate 121 and right angle support frame 122, the top and bottom of fixed plate 121
Portion is fixedly connected with longitudinal bracing component 2 and bottom plate 1 respectively, is prevented the position of longitudinal bracing component 2 from shifting, is improved room
Between room structural system inside structure connect stability, the top and bottom of right angle support frame 122 respectively with 121 bottom of fixed plate
Middle part and bottom plate 1 be fixedly connected with the intersection point of longitudinal bracing component 2.
Wherein, positioning unit 15 includes fixing pipe 151, and the inside of fixing pipe 151 is fixedly installed with triangular support bracket
152, triangular support bracket 152 is fixedly connected by round bar with the inner surface of ground pile 10.
Wherein, it is fixedly connected to locating rod 153 in the middle part of 152 3 sides of triangular support bracket, three locating rods 153 are successively
Through fixing pipe 151 and locating rod 153 and the outside for extending to ground pile 10, locating rod 153 and fixing pipe 151 and ground pile 10 are fixed
Connection, the outer surface of locating rod 153 is fixedly installed with curved rod 154.
When work, constructor is in four turnings and two corners of the ground laid first, respectively by six ground piles
10 corresponding fill out are located in the angle of hole, are then fixedly connected between adjacent ground pile 10 by transverse bar 14, then again into ground
Mixed mud is filled in portion, longitudinal bracing component 2 is fixedly connected at the top of six ground piles 10 later, later in longitudinal bracing component
2 top is fixedly connected with top deckle board 3, and is fixedly welded with crossbeam 5 and transverse plate 16 at the top of top deckle board 3, and every
Connector between a right angle passes through rectangular card order member 12 and is fixed, it is ensured that the globality and stabilization of house structural system
Property.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (9)
1. a kind of full prefabricated buildings structural system, including bottom plate (1), it is characterised in that: the middle part of bottom plate (1) upper surface
It is fixedly installed with two sides longitudinal bracing component (2), the top of the longitudinal bracing component (2) is solid by top deckle board (3)
Surely it is connected with crossbeam (5), the bottom of the bottom plate (1) is fixedly installed with ground pile (10), the inside fixing card of the ground pile (10)
It is connected to limit plate (13), the bottom end of the longitudinal bracing component (2) runs through bottom plate (1) and extends to the lower section of bottom plate (1), described
The top of limit plate (13) is fixedly connected with the bottom of longitudinal bracing component (2), the longitudinal bracing component (2) and bottom plate (1)
It is first (12) that adjacent side is mounted on rectangular card order.
2. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: the top deckle board (3)
Inside be fixedly connected with connecting component (4), the connecting component (4) is clamped and group by left-leaning bar and Right deviation bar and positioning pin
At.
3. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: the longitudinal bracing component
(2) quantity is six, and six longitudinal bracing components (2), which are located between the top of same bottom plate (1), passes through transverse plate
(16) it is fixedly connected.
4. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: at the top of the crossbeam (5)
Two sides be fixedly connected to and build plate (11), building between plate (11) described in two with crossbeam (5) is the angle that intersection point is formed
It is 150 degree.
5. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: the crossbeam (5) with take
It builds between plate (11) and is equipped with arc fixed link (7), the top of the arc fixed link (7) and the fixed company in the bottom side for building plate (11)
It connects, the bottom end of the arc fixed link (7) is fixedly connected with the side of crossbeam (5).
6. a kind of full prefabricated buildings structural system according to claim 4, it is characterised in that: the plate (11) of building
Inside is fixedly connected with hang plate (6), and described build is fixedly installed with stabilizing bracket (9), institute between plate (11) and top deckle board (3)
It states and builds the both ends of plate (11) and be fixedly connected with the two sides at the top of top deckle board (3) by curved support plate (8).
7. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: the rectangular card order member
(12) include fixed plate (121) and right angle support frame (122), the top and bottom of the fixed plate (121) respectively with longitudinal direction
Support member (2) is fixedly connected with bottom plate (1), the top and bottom of the right angle support frame (122) respectively with fixed plate (121)
The middle part at bottom and bottom plate (1) are fixedly connected with the intersection point of longitudinal bracing component (2).
8. a kind of full prefabricated buildings structural system according to claim 1, it is characterised in that: the positioning unit (15)
It include fixing pipe (151), the inside of the fixing pipe (151) is fixedly installed with triangular support bracket (152), the gusseted
Frame (152) is fixedly connected by round bar with the inner surface of ground pile (10).
9. a kind of full prefabricated buildings structural system according to claim 8, it is characterised in that: the triangular support bracket
It is fixedly connected to locating rod (153) in the middle part of (152) three sides, three locating rods (153) sequentially pass through fixing pipe
(151) and locating rod (153) and the outside for extending to ground pile (10), the locating rod (153) and fixing pipe (151) and ground pile
(10) it is fixedly connected, the outer surface of the locating rod (153) is fixedly installed with curved rod (154).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910358885.5A CN110258770B (en) | 2019-04-30 | 2019-04-30 | Full-assembly house structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910358885.5A CN110258770B (en) | 2019-04-30 | 2019-04-30 | Full-assembly house structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110258770A true CN110258770A (en) | 2019-09-20 |
| CN110258770B CN110258770B (en) | 2020-11-20 |
Family
ID=67914027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910358885.5A Active CN110258770B (en) | 2019-04-30 | 2019-04-30 | Full-assembly house structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110258770B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356432A (en) * | 2021-06-07 | 2021-09-07 | 中交一公局集团有限公司 | Roof assembly component for building steel structure factory building and construction method |
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|---|---|---|---|---|
| NL6505193A (en) * | 1964-09-18 | 1966-03-21 | ||
| FR2581112A1 (en) * | 1985-04-26 | 1986-10-31 | Leroux Patrick | Method for increasing the height of a roof of an existing building and means for the implementation of the method |
| KR20060027833A (en) * | 2006-01-05 | 2006-03-28 | 주식회사 엔티시스템 | A signpost for road boundary |
| CN101037894A (en) * | 2006-02-24 | 2007-09-19 | 积水化学工业株式会社 | Roof modified constitution of flat building and construction method |
| KR200444055Y1 (en) * | 2009-02-10 | 2009-04-08 | (주)나이스에너지엔지니어링 | Support for high-pressure cable of electric pole |
| CN103998692A (en) * | 2012-02-03 | 2014-08-20 | 瓦卢瑞克德国有限公司 | Foundation structure, which can be installed with a low level of noise, for an offshore plant, in particular an offshore wind energy plant, and assembly method therefor |
| CN204590241U (en) * | 2015-03-17 | 2015-08-26 | 黄云清 | The fast-assembling steel structure basis of barracks is built in a kind of hillside fields |
| CN205637106U (en) * | 2016-05-06 | 2016-10-12 | 重庆标王机械设备有限公司 | Building structure system of completely assembling formula steel construction |
| CN107060378A (en) * | 2017-01-06 | 2017-08-18 | 合肥国瑞集成建筑科技有限公司 | A kind of lightweight steel construction assembled bio-toilet and its manufacture method |
-
2019
- 2019-04-30 CN CN201910358885.5A patent/CN110258770B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL6505193A (en) * | 1964-09-18 | 1966-03-21 | ||
| FR2581112A1 (en) * | 1985-04-26 | 1986-10-31 | Leroux Patrick | Method for increasing the height of a roof of an existing building and means for the implementation of the method |
| KR20060027833A (en) * | 2006-01-05 | 2006-03-28 | 주식회사 엔티시스템 | A signpost for road boundary |
| CN101037894A (en) * | 2006-02-24 | 2007-09-19 | 积水化学工业株式会社 | Roof modified constitution of flat building and construction method |
| KR200444055Y1 (en) * | 2009-02-10 | 2009-04-08 | (주)나이스에너지엔지니어링 | Support for high-pressure cable of electric pole |
| CN103998692A (en) * | 2012-02-03 | 2014-08-20 | 瓦卢瑞克德国有限公司 | Foundation structure, which can be installed with a low level of noise, for an offshore plant, in particular an offshore wind energy plant, and assembly method therefor |
| CN204590241U (en) * | 2015-03-17 | 2015-08-26 | 黄云清 | The fast-assembling steel structure basis of barracks is built in a kind of hillside fields |
| CN205637106U (en) * | 2016-05-06 | 2016-10-12 | 重庆标王机械设备有限公司 | Building structure system of completely assembling formula steel construction |
| CN107060378A (en) * | 2017-01-06 | 2017-08-18 | 合肥国瑞集成建筑科技有限公司 | A kind of lightweight steel construction assembled bio-toilet and its manufacture method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356432A (en) * | 2021-06-07 | 2021-09-07 | 中交一公局集团有限公司 | Roof assembly component for building steel structure factory building and construction method |
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| Publication number | Publication date |
|---|---|
| CN110258770B (en) | 2020-11-20 |
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Effective date of registration: 20210329 Address after: 528000 nicang machine repair workshop in dasonggang raw material processing plant, Leping Town, Sanshui District, Foshan City, Guangdong Province Patentee after: Guangdong Jiumi Construction Co.,Ltd. Address before: No.72, Lane 17, Honghai West Road, Xincheng Juwei, Xiangzhou sub district, Shanwei City, Guangdong Province 516600 Patentee before: Lin Xiongqiang |
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Effective date of registration: 20230711 Address after: Room 407, Room 408, Room 409, Room 410, No. 15 Zhifeng Street, Huangpu District, Guangzhou City, Guangdong Province, 510799 (Office only) Patentee after: Guangdong Jiumi Space Technology Co.,Ltd. Address before: 528000 nicang machine repair workshop in dasonggang raw material processing plant, Leping Town, Sanshui District, Foshan City, Guangdong Province Patentee before: Guangdong Jiumi Construction Co.,Ltd. |
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Address after: Room 407, Room 408, Room 409, Room 410, No. 15 Zhifeng Street, Huangpu District, Guangzhou City, Guangdong Province, 510799 Patentee after: Guangdong Jiumi Space Technology Co.,Ltd. Address before: Room 407, Room 408, Room 409, Room 410, No. 15 Zhifeng Street, Huangpu District, Guangzhou City, Guangdong Province, 510799 (Office only) Patentee before: Guangdong Jiumi Space Technology Co.,Ltd. |
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