CN106869374B - The construction method of energy-saving profile glass non-load bearing wall structure - Google Patents
The construction method of energy-saving profile glass non-load bearing wall structure Download PDFInfo
- Publication number
- CN106869374B CN106869374B CN201710066888.2A CN201710066888A CN106869374B CN 106869374 B CN106869374 B CN 106869374B CN 201710066888 A CN201710066888 A CN 201710066888A CN 106869374 B CN106869374 B CN 106869374B
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- channel steel
- steel
- bottom plate
- plate
- bolt
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- 239000011521 glass Substances 0.000 title claims abstract description 47
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 112
- 239000010959 steel Substances 0.000 claims abstract description 112
- 238000009434 installation Methods 0.000 claims abstract description 17
- 238000005034 decoration Methods 0.000 claims abstract description 13
- 238000004519 manufacturing process Methods 0.000 claims abstract description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 9
- 239000012530 fluid Substances 0.000 claims description 8
- 239000003292 glue Substances 0.000 claims description 8
- 239000000565 sealant Substances 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 230000035939 shock Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- 230000006641 stabilisation Effects 0.000 abstract 1
- 238000011105 stabilization Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000005357 flat glass Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000005340 laminated glass Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000758 substrate 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
Abstract
The present invention relates to a kind of construction method of energy-saving profile glass non-load bearing wall structure, mainly include：Structure manufacture, bottom plate installation of embedded parts, top plate embedded part installation, agent structure concreting, glass wall processing, the installation of bottom channel steel, the installation of top channel steel, glass wall installation, mounting decoration panel.The invention belongs to Decorating Project field, optimizes the mounting process of non-bearing glass wall, improves the stabilization and shock resistance of glass wall, improve durability, applied to can obtain preferable technical economic benefit in Practical Project.
Description
Technical field
The present invention relates to a kind of energy-saving profile glass non-load bearing wall structure and construction method, belongs to Decorating Project neck
Domain, suitable for the exoskeletal installation of wide cut glass wall.
Background technology
It is a kind of Novel energy-saving wall of building section bar glass that channel glass, which is also known as U-shaped glass, and there are the production of nearly 40 years in foreign countries
Applicating history.Because section is in groove profile, be allowed to than ordinary plate glass have higher mechanical strength and with preferable translucency, compared with
Sound-proofing well, heat insulation property, can save the advantages that a large amount of metal materials and easy construction.If more use groove profile glass
Glass, can also mitigate wall weight 90%, save substantial amounts of construction substrate, so being adopted by many national urban and rural buildings in the world
With.
The case minor structure of channel glass is complex at present, and stability and shock resistance are bad, and there are certain safety is hidden
Suffer from.
The content of the invention
It is an object of the invention to for problem present in glass non-load bearing wall installation, there is provided a kind of energy-saving profile
The upper and lower side of glass wall is respectively clamped into top channel steel and bottom channel steel by the construction method of glass non-load bearing wall structure, this method
Interior, bottom channel steel is fixed on pre-buried bottom plate by steel angle hitch and bolt, and top channel steel passes through Y-bandage hole built-in fitting, reserved spiral shell
Bar, connection end plate, throwout sleeve, vertical sunpender, oblique sunpender etc. are suspended to underfloor, and top channel steel both sides are buckled with decoration panel
It is fixed.
In order to realize above-mentioned technical purpose, present invention employs following technical scheme：
The construction method of energy-saving profile glass non-load bearing wall structure, it is characterised in that the upper and lower side of glass wall 1 is set respectively
In in top channel steel 15 and bottom channel steel 19, elastic spacer 22, shockproof glue 21 are filled in top channel steel 15 and bottom channel steel 19
And fluid sealant 23；The top channel steel 15 passes through Y-bandage hole built-in fitting 2, reserved screw rod 3, connection end plate 6, throwout sleeve 11, perpendicular
It is suspended to sunpender 7, oblique sunpender 8 under floor 20, channel steel 15 both sides in top are fixed with the buckle of decoration panel 14；The bottom channel steel
19 are fixed on pre-buried bottom plate 18 by steel angle hitch 24 and bolt, pre-buried bottom plate 18, bottom plate pre embedded bolt 16 and steel disc thereon
Even part 17 in 20 concreting of floor it is pre-buried wherein；
The construction method includes the following steps：
Step 1: structure manufacture：Make Y-bandage hole built-in fitting 2, connecting rod 4, throwout sleeve 11, vertical sunpender 7, top slot
Steel 15, bottom channel steel 19, pre-buried bottom plate 18, bottom plate pre embedded bolt 16, steel disc connect part 17；Y-bandage hole built-in fitting 2 is by three valves
The edge of a wing is formed, and centre is equipped with connecting rod through hole 25；
Step 2: bottom plate installation of embedded parts：When agent structure reinforcing bar binds and constructs, steel disc will be connected with connect the bottom plate of part 17
Pre embedded bolt 16 is fixed on the framework of steel reinforcement of floor 20, and 16 upper end of bottom plate pre embedded bolt is welded with pre-buried 18 phase of bottom plate；
Step 3: top plate embedded part is installed：When agent structure reinforcing bar binds and constructs, Y-bandage hole built-in fitting 2 is fixed on
On the framework of steel reinforcement of floor 20, connecting rod 4 through the connecting rod through hole 25 on Y-bandage hole built-in fitting 2 and with Y-bandage hole built-in fitting 2
Welding, the reserved screw rod 3 of 2 lower position of Y-bandage hole built-in fitting connection；
Step 4: agent structure concreting：After bottom plate, top plate embedded part installation, carry out concreting and apply
Work；
Step 5: glass wall 1 is processed：The processing of glass wall 1 is carried out according to design size；
Step 6: bottom channel steel 19 is installed：Bottom channel steel 19 is placed on pre-buried bottom plate 18, channel steel 19 both sides in bottom pass through
Steel angle hitch 24 and bolt are fixed on pre-buried bottom plate 18；
Step 7: top channel steel 15 is installed：The connection end plate 6 for being connected with throwout sleeve 11 is fixed on by bolt 5 reserved
On screw rod 3, the vertical sunpender 7 for being connected with top channel steel 15 is inserted into throwout sleeve 11, and is fixed temporarily with connection bolt 13；
Step 8: glass wall 1 is installed：Elastic spacer 22 is set in channel steel 19 and top channel steel 15 in bottom, will be processed
Glass wall 1 be placed between groove, unclamp connection bolt 13 simultaneously adjust the position of the relatively vertical sunpender 7 of throwout sleeve 11, make top slot
The slot bottom of steel 15 is in close contact with glass wall 1, then tightens connection bolt 13,15 both sides of top channel steel set oblique sunpender 8 into
One step strengthens suspention stability, gap filling shockproof glue 21 and fluid sealant between bottom channel steel 19, top channel steel 15 and glass wall 1
23；
Step 9: mounting decoration panel 14：Decoration panel 14 is connected by being buckled with top channel steel 15, remaining position passes through keel
It is fixed on floor 20.
Further, the upper end of the reserved screw rod is welded on the built-in fitting of Y-bandage hole, together with Y-bandage hole built-in fitting and
Connecting rod is poured in the concrete of floor.
The connection end plate is secured by bolts on the reserved screw rod in floor, connects end plate lower end and throwout sleeve phase
Welding, top channel steel are mutually welded with vertical sunpender, are sleeved on vertical lifting bar and can be moved above and below relatively vertical sunpender outside throwout sleeve
Dynamic, throwout sleeve lower end sets upper movable ring flat-plate and vertical spacing plate, and lower fixed ring flat-plate is set on vertical sunpender, top channel steel
Fixed after being highly adjusted in place by connecting bolt, and suspention stability is strengthened by oblique sunpender.
The invention has the characteristics that and beneficial effect：
1st, using energy-saving profile glass as wall body structure, upper and lower side is respectively arranged in top channel steel and bottom channel steel,
Filling elastic spacer, shockproof glue and fluid sealant in groove, are effectively ensured the stability and shock resistance of glass wall；
2nd, top channel steel passes through Y-bandage hole built-in fitting, reserved screw rod, connection end plate, throwout sleeve, vertical sunpender, oblique
Sunpender etc. is suspended to underfloor, and top channel steel both sides are fixed with decoration panel buckle；
3rd, Y-bandage hole built-in fitting is equipped with connecting rod through hole, and connecting rod is welded through connecting rod through hole and with Y-bandage hole built-in fitting
Connect, one-piece casting is in floorslab concrete；
4th, connection end plate is secured by bolts on the reserved screw rod in floor, and connection end plate lower end is mutually welded with throwout sleeve
Connect, top channel steel is mutually welded with vertical sunpender, be sleeved on vertical lifting bar outside throwout sleeve and can relatively vertical sunpender move up and down,
Fixed after being adjusted in place by connecting bolt；
5th, bottom channel steel is fixed on pre-buried bottom plate by steel angle hitch and bolt, pre-buried bottom plate, bottom plate pre embedded bolt and its
On steel disc connect part in floor concrete casting it is pre-buried wherein.
Brief description of the drawings
Fig. 1 is energy-saving profile glass non-load bearing wall structure chart；
Fig. 2 is the adjustable hanging rod structure figure of length.
In figure：1- glass walls, 2-Y shapes built-in fitting with holes, 3- reserve screw rod, 4- connecting rods, 5- bolts, 6- connection end plates, 7-
Vertical sunpender, the oblique sunpenders of 8-, ring flat-plate, the upper movable ring flat-plates of 10-, 11- throwout sleeves, 12- vertical spacing plates, 13- are fixed under 9-
Connection bolt, 14- decoration panels, 15- tops channel steel, 16- bottom plate pre embedded bolts, 17- steel discs connect part, the pre-buried bottom plates of 18-, 19- bottoms
Portion's channel steel, 20- floors, 21- shockproof glues, 22- elastic spacers, 23- fluid sealants, 24- steel angle hitch, 25- connecting rod through holes.
Embodiment
The constructions such as embodiment of the present invention light plate setting-out making, steel reinforcement cage binding, welding, lifting, glass-cutting making
Technical requirements repeat no more, and emphasis illustrates embodiments of the present invention, make below in conjunction with the accompanying drawings and by embodiment to the present invention
It is further described, which is not limited to following embodiments.
Fig. 1 is energy-saving profile glass non-load bearing wall structure chart, and Fig. 2 is the adjustable hanging rod structure figure of length, with reference to the institute of Fig. 1 ~ 2
Show, the height 2.5m of glass wall 1, is made, thickness 50mm of laminated glass, its upper and lower side is respectively arranged at top 15 He of channel steel
In bottom channel steel 19, filling elastic spacer 22, shockproof glue 21 and fluid sealant 23, channel steel size use 70 × 30 × 5mm, table in groove
Face galvanized anticorrosive.
Top channel steel 15 passes through Y-bandage hole built-in fitting 2, reserved screw rod 3, connection end plate 6, throwout sleeve 11, vertical sunpender
7th, oblique sunpender 8 etc. is suspended under floor 20, and channel steel 15 both sides in top are fixed with the buckle of decoration panel 14.
Y-bandage hole built-in fitting 2 is made of the three valve edges of a wing, length 300mm, thickness 8mm, and the connecting rod that centre sets diameter 15mm passes through
Perforation 25, inside wears the connecting rod 4 of diameter 12mm, and welds and to form entirety, and the upper end of reserved screw rod 3 is welded in Y-bandage hole built-in fitting 2
On, poured together with Y-bandage hole built-in fitting 2 and connecting rod 4 in the concrete of floor 20.
Connection end plate 6 is fixed on the reserved screw rod 3 in floor 20 by bolt 5, connects 6 lower end of end plate and throwout sleeve
11 phases are welded, and throwout sleeve 11 uses diameter 80mm, and the round steel of thickness 4mm makes, and top channel steel 15 is welded with vertical 7 phase of sunpender
Connect, vertical sunpender 7 uses diameter 70mm, and the round steel of thickness 4mm makes, and throwout sleeve 11 is sleeved on vertical lifting bar 7 and can phase outside
Vertical sunpender 7 is moved up and down, the upper movable ring flat-plate 10 of 11 lower end of throwout sleeve setting and vertical spacing plate 12, on vertical sunpender 7
Lower fixed ring flat-plate 9 is set, and the height of top channel steel 15 is fixed after being adjusted in place by connecting bolt 13, and passes through oblique sunpender 8
Strengthen suspention stability.
Bottom channel steel 19 is fixed on pre-buried bottom plate 18 by steel angle hitch 24 and bolt, pre-buried bottom plate 18, the pre-buried spiral shell of bottom plate
Bar 16 and steel disc thereon connect part 17 in 20 concreting of floor it is pre-buried wherein.
The main construction course of above-mentioned energy-saving profile glass non-load bearing wall installation is as follows：
Step 1: structure manufacture：Make Y-bandage hole built-in fitting 2, connecting rod 4, throwout sleeve 11, vertical sunpender 7, top slot
Steel 15, bottom channel steel 19, pre-buried bottom plate 18, bottom plate pre embedded bolt 16, steel disc connect part 17；
Step 2: bottom plate installation of embedded parts：When agent structure reinforcing bar binds and constructs, steel disc will be connected with connect the bottom plate of part 17
Pre embedded bolt 16 is fixed on the framework of steel reinforcement of floor 20, and 16 upper end of bottom plate pre embedded bolt is welded with pre-buried 18 phase of bottom plate；
Step 3: top plate embedded part is installed：When agent structure reinforcing bar binds and constructs, Y-bandage hole built-in fitting 2 is fixed on
On the framework of steel reinforcement of floor 20, connecting rod 4 is through the connecting rod through hole 25 on Y-bandage hole built-in fitting 2 and welds therewith, Y-bandage hole
The reserved screw rod 3 of 2 lower position of built-in fitting connection；
Step 4: agent structure concreting：After bottom plate, top plate embedded part installation, carry out concreting and apply
Work；
Step 5: glass wall 1 is processed：The processing of glass wall 1 is carried out according to design size；
Step 6: bottom channel steel 19 is installed：Bottom channel steel 19 is placed on pre-buried bottom plate 18, channel steel 19 both sides in bottom pass through
Steel angle hitch 24 and bolt are fixed on pre-buried bottom plate 18；
Step 7: top channel steel 15 is installed：The connection end plate 6 for being connected with throwout sleeve 11 is fixed on by bolt 5 reserved
On screw rod 3, the vertical sunpender 7 for being connected with top channel steel 15 is inserted into throwout sleeve 11, and is fixed temporarily with connection bolt 13；
Step 8: glass wall 1 is installed：Elastic spacer 22 is set in channel steel 19 and top channel steel 15 in bottom, will be processed
Glass wall 1 be placed between groove, unclamp connection bolt 13 simultaneously adjust the position of the relatively vertical sunpender 7 of throwout sleeve 11, make top slot
The slot bottom of steel 15 is in close contact with glass wall 1, then tightens connection bolt 13,15 both sides of top channel steel set oblique sunpender 8 into
One step strengthens suspention stability, gap filling shockproof glue 21 and fluid sealant between bottom channel steel 19, top channel steel 15 and glass wall 1
23；
Step 9: mounting decoration panel 14：Decoration panel 14 is connected by being buckled with top channel steel 15, remaining position passes through keel
It is fixed on floor 20.
Claims (3)
1. the construction method of energy-saving profile glass non-load bearing wall structure, it is characterised in that glass wall（1）Upper and lower side set respectively
In top channel steel（15）With bottom channel steel（19）It is interior, top channel steel（15）With bottom channel steel（19）Inside fill elastic spacer
（22）, shockproof glue（21）And fluid sealant（23）；The top channel steel（15）Pass through Y-bandage hole built-in fitting（2）, reserved screw rod（3）、
Connect end plate（6）, throwout sleeve（11）, vertical sunpender（7）, oblique sunpender（8）It is suspended to floor（20）Under, top channel steel（15）
Both sides and decoration panel（14）Buckle is fixed；The bottom channel steel（19）Pass through steel angle hitch（24）And bolt is fixed on pre-buried bottom plate
（18）On, pre-buried bottom plate（18）, bottom plate pre embedded bolt（16）And steel disc thereon connects part（17）In floor（20）Concreting
When it is pre-buried wherein；
The construction method includes the following steps：
Step 1: structure manufacture：Make Y-bandage hole built-in fitting（2）, connecting rod（4）, throwout sleeve（11）, vertical sunpender（7）, top
Portion's channel steel（15）, bottom channel steel（19）, pre-buried bottom plate（18）, bottom plate pre embedded bolt（16）, steel disc connect part（17）；The Y-bandage
Hole built-in fitting（2）It is made of the three valve edges of a wing, centre is equipped with connecting rod through hole（25）；
Step 2: bottom plate installation of embedded parts：When agent structure reinforcing bar binds and constructs, steel disc will be connected with and connect part（17）Bottom plate it is pre-
Bury screw rod（16）It is fixed on floor（20）Framework of steel reinforcement on, bottom plate pre embedded bolt（16）Upper end and pre-buried bottom plate（18）Mutually weld
Connect；
Step 3: top plate embedded part is installed：When agent structure reinforcing bar binds and constructs, by Y-bandage hole built-in fitting（2）It is fixed on building
Plate（20）Framework of steel reinforcement on, connecting rod（4）Through Y-bandage hole built-in fitting（2）On connecting rod through hole（25）It is and pre- with Y-bandage hole
Embedded part（2）Welding, Y-bandage hole built-in fitting（2）The reserved screw rod of lower position connection（3）；
Step 4: agent structure concreting：After bottom plate, top plate embedded part installation, concrete pouring construction is carried out；
Step 5: glass wall（1）Processing：Glass wall is carried out according to design size（1）Processing；
Step 6: bottom channel steel（19）Installation：By bottom channel steel（19）It is placed in pre-buried bottom plate（18）On, bottom channel steel（19）Both sides
Pass through steel angle hitch（24）And bolt is fixed on pre-buried bottom plate（18）On；
Step 7: top channel steel（15）Installation：Throwout sleeve will be connected with（11）Connection end plate（6）Pass through bolt（5）It is fixed on
Reserved screw rod（3）On, top channel steel will be connected with（15）Vertical sunpender（7）It is inserted into throwout sleeve（11）It is interior, and with connection bolt
（13）It is interim fixed；
Step 8: glass wall（1）Installation：In bottom channel steel（19）With top channel steel（15）Interior setting elastic spacer（22）, will add
The good glass wall of work（1）It is placed between groove, unclamps connection bolt（13）And adjust throwout sleeve（11）Relatively vertical sunpender（7）Position
Put, make top channel steel（15）Slot bottom and glass wall（1）It is in close contact, then tightens connection bolt（13）, top channel steel（15）
Both sides set oblique sunpender（8）Further strengthen suspention stability, bottom channel steel（19）, top channel steel（15）With glass wall（1）
Between gap filling shockproof glue（21）And fluid sealant（23）；
Step 9: mounting decoration panel（14）：Decoration panel（14）Pass through buckle and top channel steel（15）Connection, remaining position passes through dragon
Bone fixation is in floor（20）On.
2. construction method according to claim 1, it is characterised in that the reserved screw rod（3）Upper end be welded in Y-bandage
Hole built-in fitting（2）On, together with Y-bandage hole built-in fitting（2）And connecting rod（4）Pour in floor（20）Concrete in.
3. construction method according to claim 1, it is characterised in that the connection end plate（6）Lower end and throwout sleeve
（11）Mutually weld, top channel steel（15）With vertical sunpender（7）Mutually weld, throwout sleeve（11）It is sleeved on vertical lifting bar outside（7）On simultaneously
Can relatively vertical sunpender（7）Move up and down, throwout sleeve（11）Lower end sets upper movable ring flat-plate（10）With vertical spacing plate（12）,
Vertical sunpender（7）Ring flat-plate is fixed under upper setting（9）, top channel steel（15）Height be adjusted in place after by connecting bolt（13）Gu
It is fixed, and pass through oblique sunpender（8）Strengthen suspention stability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710066888.2A CN106869374B (en) | 2017-02-07 | 2017-02-07 | The construction method of energy-saving profile glass non-load bearing wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710066888.2A CN106869374B (en) | 2017-02-07 | 2017-02-07 | The construction method of energy-saving profile glass non-load bearing wall structure |
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| Publication Number | Publication Date |
|---|---|
| CN106869374A CN106869374A (en) | 2017-06-20 |
| CN106869374B true CN106869374B (en) | 2018-04-27 |
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|---|---|---|---|
| CN201710066888.2A Expired - Fee Related CN106869374B (en) | 2017-02-07 | 2017-02-07 | The construction method of energy-saving profile glass non-load bearing wall structure |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958245A (en) * | 2017-12-23 | 2019-07-02 | 侯林杰 | A kind of steel pipe frame body resistant slide active type adjustable base |
| CN111926950B (en) * | 2020-08-07 | 2021-12-10 | 北京业之峰诺创建筑装饰工程有限公司 | Ultrahigh-bay combined decorative glass partition structure and construction method thereof |
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| US3702047A (en) * | 1970-07-17 | 1972-11-07 | Transglas Ag | Glass wall construction consisting of a plurality of glass elements of substantially u-shaped cross-section |
| CN101586372A (en) * | 2008-12-31 | 2009-11-25 | 哈尔滨市东方墙业装饰有限公司 | Single pull rod big plate glass curtain wall |
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| CN103362240A (en) * | 2013-08-05 | 2013-10-23 | 金光道环境建设集团有限公司 | Suspension type glass inner curtain wall |
| CN203729467U (en) * | 2014-03-07 | 2014-07-23 | 武汉凌云建筑装饰工程有限公司 | Large-span frame type glass curtain wall structure |
-
2017
- 2017-02-07 CN CN201710066888.2A patent/CN106869374B/en not_active Expired - Fee Related
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|---|---|---|---|---|
| US3702047A (en) * | 1970-07-17 | 1972-11-07 | Transglas Ag | Glass wall construction consisting of a plurality of glass elements of substantially u-shaped cross-section |
| CN101586372A (en) * | 2008-12-31 | 2009-11-25 | 哈尔滨市东方墙业装饰有限公司 | Single pull rod big plate glass curtain wall |
| CN103046671A (en) * | 2012-11-23 | 2013-04-17 | 广州江河幕墙系统工程有限公司 | Fixing system of glass panel structure supported at two ends |
| CN103206091A (en) * | 2013-04-18 | 2013-07-17 | 成军 | Construction method of U-shaped glass curtain wall |
| CN103362240A (en) * | 2013-08-05 | 2013-10-23 | 金光道环境建设集团有限公司 | Suspension type glass inner curtain wall |
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| CN106869374A (en) | 2017-06-20 |
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Effective date of registration: 20190410 Address after: 312025 Zhenjiang Bridge, Yangxunqiao, Keqiao District, Shaoxing City, Zhejiang Province Patentee after: ZHEJIANG DONGSHA CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 310015 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
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Address after: 312025 No. 8 Qianqingzhen Cultural Road, Keqiao District, Shaoxing City, Zhejiang Province Patentee after: Zhejiang Dongxia Construction Industry Group Co.,Ltd. Address before: 312025 Zhenjiang Bridge, Yangxunqiao, Keqiao District, Shaoxing City, Zhejiang Province Patentee before: ZHEJIANG DONGSHA CONSTRUCTION ENGINEERING Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180427 |