CN105735143B - Bridge floor constructing device - Google Patents
Bridge floor constructing device Download PDFInfo
- Publication number
- CN105735143B CN105735143B CN201610275819.8A CN201610275819A CN105735143B CN 105735143 B CN105735143 B CN 105735143B CN 201610275819 A CN201610275819 A CN 201610275819A CN 105735143 B CN105735143 B CN 105735143B
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- Prior art keywords
- formwork
- placing
- template
- laid
- bridge floor
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- 238000009415 formwork Methods 0.000 claims abstract description 96
- 239000011888 foil Substances 0.000 claims abstract description 7
- 238000005520 cutting process Methods 0.000 claims description 8
- 238000000926 separation method Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 6
- 230000033228 biological regulation Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004540 pour-on Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008450 motivation Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Bridge floor constructing device, including template one and template two, it is characterised in that the top of template one is set up by support meanss formwork for placing one and formwork for placing two；Transversal stretching post is hinged with the template two, pulley yoke is installed on the transversal stretching post, assembly pulley is laid on pulley yoke；Rotatable baffle plate is installed at the both ends of template two, and the baffle plate is fastened by fastener, and plastic foil is also equipped with the template two；The assembly pulley quantity is 4, often row 2.Beneficial effects of the present invention：The present invention is by setting sleiding form to pour bridge floor, and speed of application is fast, is suitable for the severe construction environment at mountain area, sea etc., and cost is low, is adapted to promote the use of.
Description
Technical field
The present invention relates to a kind of bridge floor constructing device and its construction method, belong to technical field of bridge engineering.
Background technology
Bridge, refer to and be erected in rivers,lakes and seas, the building for making traffic etc. smoothly to pass through, referred to as bridge.Bridge one
As be made up of superstructure, substructure, bearing and attached structure, superstructure is also known as bridge span structure, is across obstacle
Primary structure；Substructure includes abutment, bridge pier and basis；Bearing is that bridge span structure is set with the supporting place of bridge pier or abutment
Load transfer device；Attached structure then refers to transition slab at bridge head, truncated cone banking, shore protection, training works etc..
As an Application No. CN104929049A discloses a kind of road and bridge combined type construction method, including following step
Suddenly：The preparation of material and its service check；Construction safety monitoring system is established, a video camera and a set of is set up every given threshold
Laser ranging system, the video camera and laser ranging system are respectively connected with Surveillance center；Build two abutments and positioned at two
Several bridge piers between abutment；The support of post and beam is erected on abutment and bridge pier, colligation forms bridge superstructure and is
The reinforcing bar of bridge plate, and in the mould for installing and fixing bridge thereon；The ground way on the support of post and beam, slideway extend laterally
Penetrate laterally adjacent to each bridge section casting position, be put into slideway and pour dolly；After asphalt mixes and stirs, bridge is carried out
Beam pours；After bridge solidification forming, regulation falls rack device, declines support, carries out the dismounting of bridge mould.The present invention can protect
Hold navigation of passing through under bridge to require, and can ensures the requirement that the integraty of bridge floor, construction precision are high and construction speed is fast.
And for example an Application No. CN101793008A discloses a kind of construction method of multiple sections of adjacent bridges, it is characterised in that bag
Include following steps：A, the support of post and beam is assembled first, the mould of bridge has then been installed and fixed thereon, pour one section
Bridge；B, after the bridge solidification forming that step a is poured, then regulation fall rack device, make support decline cause bridge mould with
Bridge disengages and removes bridge mould；C, with hydraulic cylinder or the column of support block supporting support is filled in, rack device taking-up will be fallen,
Ground way in foundation, slideway extend laterally insertion laterally adjacent to advertisement advertisement jingle bridge section casting position,
Dolly is put into slideway, support block or hydraulic cylinder is removed, column is seated on dolly；D, dolly is pulled, dolly is carried branch
The casting position of overall transversely traversing to the next bridge of slideway of frame；E, reuse the vertical of hydraulic cylinder supporting support after support block
Post, dolly and slideway are removed, fill in rack device below column, adjusted hydraulic cylinder or remove support block so that column
By falling rack device support；F, mounting bridge beam mould and pour bridge above support again；G, it is repeated in above-mentioned steps
B, C, D, E, F, all bridge sections of same row is completed and are poured；H, after the completion of laterally adjacent bridge section all pours with row, then press
Column is again placed in moving cart by the above method, and support is integrally pulled to the adjacent bridge side of multistage and laid with bridge
It is that support is generally longitudinally moved to next section of bridge along sidewalk and pours position by dolly on the sidewalk of the consistent Longitudinal extending in direction
Put corresponding position；I, transverse moving support to a bridge casting position, support is supported on the Duan Qiao by falling rack position
The insertion extended laterally of beam bottom laterally adjacent to each bridge section casting position foundation on, then installed on support
Bridge mould simultaneously pours；J, it is repeated in above-mentioned steps b --- i, complete pouring for multiple sections of adjacent bridges.
At present for mountain area and bridge erection waterborne, limited by construction site, it is difficult to think that existing Plain is sharp like that
Bridge floor is set up with pavement construction machinery, therefore causes the speed of such bridge erection slow, it is long in time limit, while cost is high.
The content of the invention
The problem of existing instant invention overcomes prior art, it is proposed that a kind of bridge floor constructing device and its construction party
Method, the device and its construction method, difficulty of construction is small, and cost is low while to set up speed fast.
The concrete technical scheme of the present invention is as follows：
Bridge floor constructing device, including template one and template two, it is characterised in that the top of template one passes through support
Device, which is set up, formwork for placing one and formwork for placing two；
Transversal stretching post is hinged with the template two, pulley yoke is installed on the transversal stretching post, assembly pulley is laid
On pulley yoke；Rotatable baffle plate is installed at the both ends of template two, and the baffle plate is fastened by fastener, in the template two also
It is equipped with plastic foil；The assembly pulley quantity is 4, often row 2.
The formwork for placing one includes upper conduit one and lower conduit one, mouth of connecting trough one are laid in the two of formwork for placing one
Formwork one is provided among end, the upper conduit one and lower conduit one, slideway is laid in the both sides of formwork for placing one；
The formwork for placing two includes upper conduit two and lower conduit two, mouth of connecting trough two are laid in the two of formwork for placing two
Formwork two is provided among end, the conduit two and lower conduit two, the cutting inserted in slideway is laid in the both sides of formwork for placing two,
The cutting both sides are laid with pulley one；
The support meanss include the lifting column being arranged on by linkage in template one, are hinged with the lifting column
Support, the top and the bottom of the support are provided with assembly pulley, and the support bottom is connected by hinge two and template one along side；
Buckle into formwork for placing one in the mouth of connecting trough one of formwork for placing one and the mouth of connecting trough two of formwork for placing two
With the snapping of formwork for placing two.
Preferentially, in addition to template pushing mechanism, the template pushing mechanism include base, are hinged with and stretch on the base
Contracting column spinner, chuck are arranged on the top of Telescopic rotating post, are provided with what is stretched by double-head cylinder control on the chuck
Fixture block；The base both sides are provided with slide plate two, and assembly pulley two is arranged on the outside of slide plate two.
Preferentially, the lock is additionally provided with the switch for separating formwork for placing one and formwork for placing two its own opening.
Preferentially, the lower section of formwork for placing one and formwork for placing two is also uniformly provided with hydraulic support device.The mould
Concrete pouring hole is laid with plate one and formwork two.
In addition, present invention also offers a kind of bridge pouring construction method, it is characterised in that comprise the following steps,
1) template two is set on bridge pier by crane carriage, and template two is fastened by fastener, while spread in template two
If plastic foil, carry out first bridge pier and pour to form bridge floor；
2) template one is set into step 1) by crane carriage to pour on the bridge floor of completion, and fittable slackening device；
3) pulley one that the cutting both sides of formwork for placing two are laid is inserted in the slideway of formwork for placing one, and passes through lock
Formwork for placing one and formwork for placing two are interlocked；
4) hydraulic support device is uniformly placed on bridge floor, and by boom hoisting by formwork for placing one and formwork for placing two
It is placed on hydraulic support device and assembly pulley clasps the lower edges of formwork for placing one and formwork for placing two；
5) the installation form pushing mechanism on formwork for placing one, and assembly pulley two, which is laid in upper conduit one, pushes away template
Motivation structure can at first move back dynamic in formwork for placing；
6) template is set up on next bridge pier by loop wheel machine, and transversal stretching post, pulley yoke and assembly pulley is installed, will locked
Cramp to open and make the separation of both formwork for placing one and formwork for placing two；
7) fixed form pushing mechanism, and the mouth of connecting trough that fixture block is caught in formwork for placing two is controlled by double-head cylinder
In two；
8) by controlling Telescopic rotating post to extend, fixture block is made to promote formwork for placing one to proceed in the template two on bridge pier
Face and make assembly pulley enter formwork for placing two lower conduit two in；
9) adjustment formwork for placing two flushes it with the position of template two, and by blocking before and after both, starts to pour bridge
Face；
10) after the completion of step 9), template one is laid between bridge floor and bridge floor, and formwork for placing one is promoted forward made
It covers and does not pour part between bridge floor and bridge floor；
11) part that do not pour that formwork for placing one covers is poured；Now, the pouring construction between bridge pier is completed.
Beneficial effects of the present invention：For the present invention by setting sleiding form to pour bridge floor, speed of application is fast, can fit
The severe construction environment at mountain area, sea etc. is answered, cost is low, is adapted to promote the use of.
Brief description of the drawings
Fig. 1 is the structural representation of bridge floor constructing device of the present invention；
Fig. 2 is the structural representation of formwork for placing one；
Fig. 3 is the structural representation of formwork for placing two；
Fig. 4 is the structural representation of support meanss；
Fig. 5 is the structural representation of pushing mechanism；
Fig. 6 is the structural representation of template two；
Fig. 7 is the schematic diagram of bridge pouring construction of the present invention.
Embodiment
As illustrated, bridge floor constructing device, including template 1 and template 23, it is hinged with template 23 and laterally stretches
Contracting post 31, pulley yoke 34 is installed on the transversal stretching post 31, assembly pulley 33 is laid on pulley yoke 34.The assembly pulley 33
Quantity is 4, and often row 2, the centre-to-centre spacing up and down of assembly pulley 33 are identical with the centre-to-centre spacing of lower conduit 1 with lower conduit 2 23.Institute
State the both ends of template 23 and rotatable baffle plate 36 is installed, the baffle plate 36 is fastened by fastener 35, also laid in the template 23
There is plastic foil, plastic foil can block concrete in casting process and be missed by gap.Pulley yoke 34 relatively transverse can stretch
The rotation of post 31 makes assembly pulley 33 be placed in inner side.
The top of template 1 is set up by support meanss 5 formwork for placing 1 and formwork for placing 22, the He of formwork for placing 1
Formwork for placing 22 is punching block.Formwork for placing 1 and the lower section of formwork for placing 22 are also uniformly provided with hydraulic support device 58, hydraulic pressure
Support meanss 58 connect hydraulic control system to adjust height.Coagulation is laid with the formwork 1 and formwork 2 27
Native pouring hole.
Formwork for placing 1 includes upper conduit 1 and lower conduit 1, mouth of connecting trough 1 are laid in formwork for placing 1
Formwork 1 is provided among both ends, the upper conduit 1 and lower conduit 1, slideway 14 is laid in one 1 liang of formwork for placing
Side.
Formwork for placing 22 includes upper conduit 27 and lower conduit 2 23, mouth of connecting trough 2 21 are laid in formwork for placing 22
Formwork 2 27 is provided among both ends, the conduit 27 and lower conduit 2 23, the cutting 26 inserted in slideway 14, which is laid in, to be poured
The both sides of template 22, the both sides of cutting 26 are laid with pulley 1.
Support meanss 5 include the lifting column 55 being arranged on by linkage 57 in template 1, on the lifting column 55
Support 51 is hinged with, the top and the bottom of the support are provided with assembly pulley 54, and the bottom of support 51 passes through hinge two and template one
59 connect along side, and lifting column 55 can control the support 51 to rotate to unclamp or clamp formwork for placing 1 or pour mould
Plate 22.
Lock 13 is buckled into the mouth of connecting trough 1 of formwork for placing 1 and the mouth of connecting trough 2 21 of formwork for placing 22 and will poured
Building mould 1 and the snapping of formwork for placing 22.Lock 13 is additionally provided with makes formwork for placing 1 and formwork for placing 22 by its own opening
The switch 15 of separation, the control of switch 15 lock 13 open and close.
Template pushing mechanism 4, the template pushing mechanism 4 include base 47, Telescopic rotating are hinged with the base 47
Post 41, chuck 45 are arranged on the top of Telescopic rotating post 41, are provided with the chuck 45 and are stretched by the control of double-head cylinder 43
The fixture block 42 of contracting；The both sides of base 47 are provided with slide plate 2 46, and assembly pulley 2 48 is arranged on the outside of slide plate 2 46.
In addition, present invention also offers a kind of bridge pouring construction method, it is characterised in that comprise the following steps,
1) template 23 is set on bridge pier 100 by crane carriage, and template 23 is fastened by fastener 35, while in template
Laying plastic foil in 23, carry out first bridge pier and pour to form bridge floor 200；
2) template 1 is set into step 1) by crane carriage to pour on the bridge floor 200 of completion, and fittable slackening device 5；
3) pulley 1 for laying the both sides of cutting 26 of formwork for placing 22 is inserted in the slideway 14 of formwork for placing 1, and
Formwork for placing 1 and formwork for placing 22 are interlocked by lock 13；
4) hydraulic support device 58 is uniformly placed on bridge floor 200, and by formwork for placing 1 and is poured by boom hoisting
Template 22 is placed on hydraulic support device 58 and assembly pulley 54 clasps the lower edges of formwork for placing 1 and formwork for placing 22；
5) the installation form pushing mechanism 4 on formwork for placing 1, and assembly pulley 2 48 is laid in upper conduit 1 made
Template pushing mechanism 4 can move back and forth on formwork for placing 1；
6) template 3 is set up on next bridge pier 400 by loop wheel machine, and transversal stretching post 31, pulley yoke 34 is installed and slided
Wheel group 33, lock 13, which is opened, makes the separation of both formwork for placing 1 and formwork for placing 22；
7) fixed form pushing mechanism 4, and the company that fixture block 42 is caught in formwork for placing 22 is controlled by double-head cylinder 43
In access slot mouth 2 21；
8) by controlling Telescopic rotating post 41 to extend, the mould for making fixture block 42 promote formwork for placing 1 to proceed on bridge pier 400
Above plate 23 and assembly pulley 33 is set to enter in the lower conduit 2 23 of formwork for placing 22；
9) adjustment formwork for placing 22 flushes it with the position of template 23, and by blocking before and after both, starts to pour
Bridge floor 500；
10) after the completion of step 9), template 1 is laid between bridge floor 500 and bridge floor 200, and by formwork for placing 1
Promoting forward, which makes it cover between bridge floor 500 and bridge floor 200, does not pour part 300；
11) part 300 that do not pour covered to formwork for placing 1 pours；Now, the pouring construction between bridge pier is complete
Into.
In addition to the implementation, the present invention can also have other embodiment.It is all to use equivalent substitution or equivalent transformation shape
Into technical scheme, all fall within the protection domains of application claims.
Claims (6)
1. bridge floor constructing device, including template one（59）With template two（3）, it is characterised in that the template one（59）On
Side passes through support meanss（5）Erection has formwork for placing one（1）With formwork for placing two（2）；
The template two（3）On be hinged with transversal stretching post（31）, the transversal stretching post（31）On pulley yoke is installed（34）,
Assembly pulley（33）It is laid in pulley yoke（34）On；The template two（3）Both ends are installed by rotatable baffle plate（36）, the baffle plate
（36）Pass through fastener（35）Fasten, the template two（3）Inside also it is equipped with plastic foil；
The formwork for placing one（1）Including upper conduit one（12）With lower conduit one（16）, mouth of connecting trough one（11）It is laid in and pours
Template one（1）Both ends, the upper conduit one（12）With lower conduit one（16）Middle is provided with formwork one（17）, slideway（14）
It is laid in formwork for placing one（1）Both sides；
The formwork for placing two（2）Including upper conduit two（7）With lower conduit two（23）, mouth of connecting trough two（21）It is laid in and pours mould
Plate two（2）Both ends, the conduit two（7）With lower conduit two（23）Centre is provided with formwork two（27）, insert slideway（14）It is interior
Cutting（26）It is laid in formwork for placing two（2）Both sides, the cutting（26）Both sides are laid with pulley one（25）；
The support meanss（5）Including passing through linkage（57）Installed in template one（59）On lifting column (55), the liter
Support is hinged with drop post (55)（51）, the top and the bottom of the support are provided with assembly pulley（54）, the support（51）Bottom leads to
Cross hinge two and template one（59）Connected along side；
Lock（13）Buckle into formwork for placing one（1）Mouth of connecting trough one（11）With formwork for placing two（2）Mouth of connecting trough two（21）
It is interior by formwork for placing one（1）With formwork for placing two（2）Snapping.
2. the bridge floor constructing device as described in claim 1, it is characterised in that also including template pushing mechanism（4）, institute
State template pushing mechanism（4）Including base（47）, the base（47）On be hinged with Telescopic rotating post（41）, chuck（45）Installation
In Telescopic rotating post（41）Top, the chuck（45）On be provided with and pass through double-head cylinder（43）The flexible fixture block of control
（42）；The base（47）Both sides are provided with slide plate two（46）, assembly pulley two（48）Installed in slide plate two（46）Outside.
3. the bridge floor constructing device as described in claim 1, it is characterised in that the assembly pulley（33）Quantity is 4,
Often row 2.
4. the bridge floor constructing device as described in claim 1 or 2, it is characterised in that the lock（13）Being additionally provided with will
Its own opening makes formwork for placing one（1）With formwork for placing two（2）The switch of separation（15）.
5. the bridge floor constructing device as described in claim 1 or 2, it is characterised in that the formwork for placing one（1）With
Formwork for placing two（2）Lower section is also uniformly provided with hydraulic support device（58）.
6. the bridge floor constructing device as described in claim 1 or 2, it is characterised in that the formwork one（17）And mould
Plate two（27）On be laid with concrete pouring hole.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610275819.8A CN105735143B (en) | 2016-04-29 | 2016-04-29 | Bridge floor constructing device |
| CN201710509102.XA CN107151981B (en) | 2016-04-29 | 2016-04-29 | The construction method of bridge floor constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610275819.8A CN105735143B (en) | 2016-04-29 | 2016-04-29 | Bridge floor constructing device |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710509102.XA Division CN107151981B (en) | 2016-04-29 | 2016-04-29 | The construction method of bridge floor constructing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105735143A CN105735143A (en) | 2016-07-06 |
| CN105735143B true CN105735143B (en) | 2017-12-05 |
Family
ID=56287826
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610275819.8A Active CN105735143B (en) | 2016-04-29 | 2016-04-29 | Bridge floor constructing device |
| CN201710509102.XA Active CN107151981B (en) | 2016-04-29 | 2016-04-29 | The construction method of bridge floor constructing device |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710509102.XA Active CN107151981B (en) | 2016-04-29 | 2016-04-29 | The construction method of bridge floor constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN105735143B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158423B (en) * | 2019-06-10 | 2021-08-06 | 陕西专壹知识产权运营有限公司 | Cement pavement template mounting machine |
| CN111379224B (en) * | 2020-03-19 | 2021-08-03 | 杨继承 | Wet joint construction equipment and wet joint construction method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793008A (en) * | 2010-03-10 | 2010-08-04 | 安通建设有限公司 | Construction method of multiple sections of adjacent bridges |
| CN201648977U (en) * | 2010-04-28 | 2010-11-24 | 中铁三局集团有限公司 | Slant legged rigid frame bracket system of cast-in-place prestressed concrete continuous beam at bridge site |
| KR20140084107A (en) * | 2011-10-07 | 2014-07-04 | 엔알에스 컨설팅 컴퍼니 리미티드 | Self-Launching Movable Scaffolding System |
| CN203700975U (en) * | 2014-02-11 | 2014-07-09 | 北京康港工程技术有限公司 | Supporting unit system for cantilever cast-in-place beam |
| CN104929049B (en) * | 2015-06-15 | 2018-03-02 | 许昌学院 | Road and bridge combined type construction method |
-
2016
- 2016-04-29 CN CN201610275819.8A patent/CN105735143B/en active Active
- 2016-04-29 CN CN201710509102.XA patent/CN107151981B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN107151981A (en) | 2017-09-12 |
| CN105735143A (en) | 2016-07-06 |
| CN107151981B (en) | 2019-05-31 |
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|---|---|---|---|
| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Guo Heping Inventor before: Xia Yujuan |
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| CB03 | Change of inventor or designer information | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20171109 Address after: Taiwanese Investment Zone Bai Qi Hui Xiang Xia Dai Cun 362000 Fujian city of Quanzhou Province under the dam No. 108 Applicant after: Guo Heping Address before: 212400 Zhenjiang City, Jiangsu province Jurong city Zhenjiang Baohua Long Road No. 30 Peace Village 3 Room 305 Applicant before: Xia Yujuan |
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Effective date of registration: 20201218 Address after: 233000 3rd floor, Dong'an Market, Fengyang West Road, Longzihu District, Bengbu City, Anhui Province Patentee after: Bengbu 309 Technology Consulting Co.,Ltd. Address before: No. 108, xiadai village, Baiqi Hui village, Taiwan investment zone, Quanzhou City, Fujian Province, 362000 Patentee before: Guo Heping |
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