CN106049859B - Floor template system and with mould method - Google Patents
Floor template system and with mould method Download PDFInfo
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- CN106049859B CN106049859B CN201610510965.4A CN201610510965A CN106049859B CN 106049859 B CN106049859 B CN 106049859B CN 201610510965 A CN201610510965 A CN 201610510965A CN 106049859 B CN106049859 B CN 106049859B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of floor template systems, it can be applied to beam, column and concrete walled set the floor area to be formed, wherein, the number of beam has three, respectively it is fixed on the first beam of concrete wall, second beam and the 3rd beam of connection first beam and the second beam, column is located at the junction of second beam and the 3rd beam, the floor template system includes the first modulus region, second modulus region and the 3rd modulus region, the first modulus region includes Gu Ding, bottom cage and the first aluminum alloy mould plate, the second modulus region includes C slot templates and the second aluminum alloy mould plate, the 3rd modulus region is the embedding benefit region of non-aluminum alloy mould plate.Compared with correlation technique, advantageous effect of the present invention is, at low cost, non-standard component is few, versatile, construction efficiency is high and environmental-protecting performance is strong.
Description
【Technical field】
The present invention relates to building template technical field more particularly to a kind of floor template system and with mould method.
【Background technology】
At present, aluminum alloy mould plate has been widely used in skyscraper.Aluminum alloy mould plate is convenient from heavy and light, assembling and turnover,
The effect of concrete formation is good, the unique advantage for having wooden model, punching block incomparable.
Aluminum alloy mould plate system is the template system configured of being shaped according to shape, the size of building structure, suitable for standard
Layer structure is constructed, and basement, nonstandard floor face structure change are more, and non-standard component is more, specification is more, versatility is extremely weak, can have enough to meet the need
Number is few, high using aluminum alloy mould plate cost input, is generally not suitable for using aluminum alloy mould plate.Therefore basement, nonstandard floor
Face is mostly using wooden model system, but plank sheathing intensity is low with rigidity, and the number of turnover is few, and construction efficiency is low, and more building wastes,
It is unfavorable for environmental protection.Thus, floor template system in correlation technique there are it is of high cost, non-standard component is more, poor universality, construction effect
The deficiency that rate is low, environmental-protecting performance is poor.
Therefore, it is really necessary to provide a kind of new floor template system and overcome above-mentioned technical problem with mould method.
【The content of the invention】
The technical problem to be solved in the invention be to provide it is a kind of it is at low cost, non-standard component is few, versatile, construction efficiency
High and strong environmental-protecting performance floor template system and with mould method.
A kind of floor template system of the present invention, can be applied to beam, column and concrete walled and sets the floor area to be formed, wherein,
The number of beam has three, is respectively fixed on the of the first beam of concrete wall, the second beam and connection first beam and the second beam
Three beams, column are located at the junction of second beam and the 3rd beam,
The floor template system includes the first modulus region, the second modulus region and the 3rd modulus region, and described the
One modulus region includes Gu Ding, bottom cage and the first aluminum alloy mould plate, and the second modulus region includes C slot templates and the second aluminium
Alloy templates, the 3rd modulus region are the embedding benefit region of non-aluminum alloy mould plate,
The width for being smaller than twice of C slot template of the first modulus region and concrete wall, the first modulus region with
The spacing of first beam is equal to the width of one times of C slot template, and the first apperance number region and the spacing of the 3rd beam are equal to one times of C slot
The sum of width of the width of template and one times of second aluminum alloy mould plate, the first modulus region and the spacing of the second beam are more than one
The width of times C slot templates and less than the width of twice of C slot template,
The 3rd modulus region by the first modulus region and concrete wall gap area, the concrete wall and the first beam,
The corner of second beam connection, the corner that is connected with the second beam of first beam, the column are connected with the second beam, the 3rd beam
Gap area between corner and the first modulus region and the second beam subtracts institute after the width regions of one times of C slot template
Remaining region is formed, and the length and width of the corner is respectively less than the length of one times of C slot template,
The second modulus region is that the floor area is subtracted remained by behind the first modulus region and the 3rd modulus region
Region,
The Gu Ding, bottom cage, the length of the first aluminum alloy mould plate and the second aluminum alloy mould plate, width are the integer of M
Times, 50 integral multiples of the M between 200~400mm, the width of the C slot templates is 50 in the range of 100~250mm
Integral multiple is highly 50 integral multiple in the range of 100~200mm, and length is the integral multiple of M.
The present invention also provides a kind of floor template with mould method, it can be applied to beam, column and concrete walled and set the building to be formed
Face region, wherein, the number of beam has three, is respectively fixed on the first beam, the second beam and connection first beam of concrete wall
With the 3rd beam of the second beam, column is located at the junction of second beam and the 3rd beam, and the floor template includes such as with mould method
Lower step：
Step 1: provide scaffold；
Step 2: the floor area is divided into the first modulus region, the second modulus region and the 3rd modulus region,
The first modulus region and the width for being smaller than twice of C slot template of concrete wall, the first modulus region and the first beam
Spacing is equal to the width of one times of C slot template, and the spacing of the first apperance number region and the 3rd beam is equal to the width of one times of C slot template
The sum of width of degree and one times of second aluminum alloy mould plate, the first modulus region and the spacing of the second beam are more than one times of C channel mould
The width of plate and the width for being less than twice of C slot template,
The 3rd modulus region by the first modulus region and concrete wall gap area, the concrete wall and the first beam,
The corner of second beam connection, the corner that is connected with the second beam of first beam, the column are connected with the second beam, the 3rd beam
Gap area between corner and the first modulus region and the second beam subtracts institute after the width regions of one times of C slot template
Remaining region is formed, and the length and width of the corner is respectively less than the length of one times of C slot template,
The second modulus region is that the floor area is subtracted remained by behind the first modulus region and the 3rd modulus region
Region,
The Gu Ding, bottom cage, the length of the first aluminum alloy mould plate and the second aluminum alloy mould plate, width are the integer of M
Times, 50 integral multiples of the M between 200~400mm, the width of the C slot templates is 50 in the range of 100~250mm
Integral multiple is highly 50 integral multiple in the range of 100~200mm, and length is the integral multiple of M；
Step 3: the Gu Ding, bottom cage and the first aluminum alloy mould plate are installed in the first modulus region, in the foot
The fixed Gu Ding at the top of hand cradle, installs the fixed bottom cage between the two solid tops, completes the keel of the floor area
Structure is installed, and is installed between the keel structure and is fixed the first aluminum alloy mould plate, completes the installation in the first modulus region；
Step 4: C slot templates are installed in the second modulus region；
Step 5: such as wooden model or wood moulding mould is used to carry out embedding benefit, the floor area connection in the 3rd modulus region
It is fixed as an entirety.
Compared with correlation technique, the beneficial effects of the present invention are all aluminum alloy mould plates used are standard component, rule
Lattice kind analogy conventional system reduces by more than 50%, and versatile, in the system of horizontal fragmentation construction, can continue to circulate uses,
Construction efficiency greatly improves.Floor structure uses the embedding benefit of wooden model without non-standard component, nonstandard region, reduces the template of floor surface construction
Cost, while significantly reduce building waste quantity compared to pure wooden model system.Metope pours can there are vertical direction sizes
Deviation effectively adjusts the deviation of concrete wall column construction using other non-embedding complementary energy of aluminum alloy mould plate such as wooden model or wood moulding mould.Flooring
/ wheel buckle scaffold and tool-type bracing members system are buckled suitable for disk with mode structure.Cost is lower as a result, non-standard component is less, logical
With property is stronger, construction efficiency higher and environmental-protecting performance are stronger.
【Description of the drawings】
Fig. 1 consolidates roof construction schematic diagram for floor template system of the present invention；
Fig. 2 is floor template system bottom basket structure schematic diagram of the present invention；
Fig. 3 is floor template system C channel mould plate structure schematic diagrams of the present invention；
Fig. 4 is the first modulus of floor template system region matching die figure of the present invention；
Fig. 5 is the second modulus of floor template system region matching die figure of the present invention；
Fig. 6 is the 3rd modulus region matching die figure of floor template system of the present invention；
Fig. 7 is floor template system using renderings of the present invention.
【Specific embodiment】
For the ease of understanding the present invention, the present invention is described more fully below with reference to relevant drawings.In attached drawing
Give the preferred embodiment of the present invention.But the present invention can realize in many different forms, however it is not limited to herein
Described embodiment.On the contrary, the purpose for providing these embodiments is to make the understanding to the disclosure more saturating
It is thorough comprehensive.
With reference to shown in Fig. 1-Fig. 7, a kind of floor template system of the present invention can be applied to beam, column and concrete walled and set to be formed
Floor area, wherein, the number of beam has three, be respectively fixed on first beam 41, the second beam 42 of 44 the same side of concrete wall with
And the 3rd beam 43 of connection 41 and second beam 42 of the first beam, column 45 are located at the connection of 42 and the 3rd beam 43 of the second beam
Place.
The floor template system includes the first modulus region 1, the second modulus region and the 3rd modulus region.Described
One modulus region 1 includes top 11,12 and first aluminum alloy mould plate 13 of bottom cage admittedly.The second modulus region includes C slot templates
21 and second aluminum alloy mould plate 22.The 3rd modulus region is the embedding benefit region of non-aluminum alloy mould plate, and the C slot templates are also aluminium
Alloy templates.
The first modulus region 1 and the width for being smaller than twice of C slot template 21 of concrete wall 44.The first modulus area
The spacing of 1 and first beam 41 of domain is equal to the width of one times of C slot template 21.Between the first apperance number region 1 and the 3rd beam 43
The sum of width of width and one times of second aluminum alloy mould plate 22 away from equal to one times of C slot template 21.The first modulus region 1 with
The spacing of second beam 42 is more than the width of one times of C slot template 21 and less than the width of twice of C slot template 21, the C slot template 21
Width be W3.
The 3rd modulus region is by the gap area of the first modulus region 1 and concrete wall 44, the concrete wall 44 and the
Corner 33 that one beam 41, the corner of the second beam 42 connection, first beam 41 are connected with the second beam 42, the column 45 and the
Gap area between 1 and second beam 42 of corner 34 and the first modulus region that two beams 42, the 3rd beam 43 connect subtracts
Remaining region 31 after the width regions of one times of C slot template 21 is gone to form.The length and width of the corner is respectively less than one
The length of times 21 template of C slots, the length of 21 template of C slots is L3.The gap area of the first modulus region 1 and concrete wall 44, institute
It is region 32 that concrete wall 44, which is stated, with the corner that the first beam 41, the second beam 42 are connected.
The second modulus region subtracts remaining behind the first modulus region 1 and the 3rd modulus region for the floor area 40
Under region.
The length L1 and width W1 on the top 11 admittedly, the length L2 and width W2 of bottom cage 12, the first aluminum alloy mould plate 13
The length of length and width and the second aluminum alloy mould plate 22 and the integral multiple that width is M, the M is between 200~400mm
50 integral multiple, the width W3 of the C slot templates 21 is 50 integral multiple in the range of 100~250mm, and height H3 is 100
50 integral multiple in the range of~200mm, length 3 are the integral multiple of M.
All aluminum alloy mould plate of the present invention is standard component, and specification kind analogy conventional system reduces by more than 50%, general
Property it is strong, in the system of horizontal fragmentation construction, can continue circulation uses, and construction efficiency greatly improves.Floor structure aluminium -fre e alloy
Non-standard component, nonstandard region use the embedding benefit of wooden model, reduce the template cost of floor surface construction, while compared to pure wooden model system pole
The earth reduces building waste quantity.Metope pours can be other using wooden model or wood moulding mould etc. there are vertical direction dimensional discrepancy
The non-embedding complementary energy of aluminum alloy mould plate effectively adjusts the deviation of concrete wall column construction.Being buckled with mode structure suitable for disk of flooring/wheel buckles foot hand
Frame and tool-type bracing members system.
The present invention also provides a kind of floor template with mould method, it can be applied to beam, column and concrete walled and set the building to be formed
Face region, wherein, the number of beam has three, is respectively fixed on first beam 41, the second beam 42 and company of 44 the same side of concrete wall
The 3rd beam 43 of 41 and second beam 42 of the first beam is connect, column 45 is located at the junction of 42 and the 3rd beam 43 of the second beam.Institute
Floor template is stated with mould method to include the following steps：
Step 1：Scaffold 5 is provided.
Step 2：The floor area is divided into the first modulus region 1, the second modulus region and the 3rd modulus area
Domain, the first modulus region 1 include top 11,12 and first aluminum alloy mould plate 13 of bottom cage admittedly.The second modulus region bag
Include 21 and second aluminum alloy mould plate 22 of C slot templates.The 3rd modulus region is the embedding benefit region of non-aluminum alloy mould plate.
The first modulus region 1 and the width for being smaller than twice of C slot template 21 of concrete wall 44.The first modulus area
The spacing of 1 and first beam 41 of domain is equal to the width of one times of C slot template 21.Between the first apperance number region 1 and the 3rd beam 43
The sum of width of width and one times of second aluminum alloy mould plate 22 away from equal to one times of C slot template 21.The first modulus region 1 with
The spacing of second beam 42 is more than the width of one times of C slot template 21 and less than the width of twice of C slot template 21, the C slot template 21
Width be W3.
The 3rd modulus region is by the gap area of the first modulus region 1 and concrete wall 44, the concrete wall 44 and the
Corner 33 that one beam 41, the corner of the second beam 42 connection, first beam 41 are connected with the second beam 42, the column 45 and the
Gap area between 1 and second beam 42 of corner 34 and the first modulus region that two beams 42, the 3rd beam 43 connect subtracts
Remaining region 31 after the width regions of one times of C slot template 21 is gone to form.The length and width of the corner is respectively less than one
The length of times 21 template of C slots, the length of 21 template of C slots is L3.The gap area of the first modulus region 1 and concrete wall 44, institute
It is region 32 that concrete wall 44, which is stated, with the corner that the first beam 41, the second beam 42 are connected.
The second modulus region subtracts remaining behind the first modulus region 1 and the 3rd modulus region for the floor area 40
Under region.
The length L1 and width W1 on the top 11 admittedly, the length L2 and width W2 of bottom cage 12, the first aluminum alloy mould plate 13
The length of length and width and the second aluminum alloy mould plate 22 and the integral multiple that width is M, the M is between 200~400mm
50 integral multiple, the width W3 of the C slot templates 21 is 50 integral multiple in the range of 100~250mm, and height H3 is 100
50 integral multiple in the range of~200mm, length 3 are the integral multiple of M.
Step 3：Admittedly top 11,12 and first aluminum alloy mould plate 13 of bottom cage are installed in the first modulus region 1,
5 top of the scaffold it is fixed it is described push up 11 admittedly, the fixed bottom cage 12 is installed between two tops 11 admittedly, described in completion
The keel structure 10 of floor area is installed, between the keel structure 10 installation fix the first aluminum alloy mould plate 13, complete the
The installation in one modulus region 1.
Step 4：The installation C slot templates 21 in the second modulus region；
Step 5：Such as wooden model or wood moulding mould is used to carry out embedding benefit, the floor area connection in the 3rd modulus region
It is fixed as an entirety.
The first aluminum alloy mould plate 13, admittedly top 11, the laying of bottom cage 12, the first modulus area are completed in the first modulus region 1 as a result,
Reserved width of 1 edge of domain far from wall side, beam side is W4, and W4 is in 100~300mm interval ranges；The template installed in region is total
Dimensions length L4, L5 is the integral multiple of M.
Mould is matched somebody with somebody in second modulus region to the reserved area between 1 edge of beam side and the first modulus region, and normal condition is direct
Using C slot templates 21 with mould, if C slot templates 21 can not fill whole reserved areas, the conjunction of the second aluminium can be increased between C slots and plate face
The sum of golden template 22, the width of 21 and second aluminum alloy mould plate 22 of C slot templates is W5.It adopts in the gap of wherein non-50mm integral multiples
With wooden model or the embedding benefit of wood moulding mould.
3rd modulus region between 1 edge of 44 side of concrete wall and the first modulus region reserved area, beam side angular position
Remaining area between 1 edge of the first modulus region carries out wooden model or wood moulding mould is embedding recruits mould, completes floor area 40 and matches somebody with somebody mould.
The flooring of the present invention breaches aluminum alloy mould plate in basement, the bottleneck of nonstandard floor surface construction with mould method, can
Wall column, the common pouring construction mode of beam slab are adjusted to wall column, beam slab segmentation pouring construction, aluminum alloy mould plate first pours wall column,
After-pouring beam slab realizes that turnover of the aluminum alloy mould plate in different structure position is constructed, reduces aluminum alloy mould plate cost input.The present invention
It is particularly suitable for wall column first to pour, the construction method of flooring after-pouring.All aluminum alloy mould plates are standard component, and specification is few,
It is versatile, in the system of horizontal fragmentation construction, circulation can be continued and used.Floor structure is adopted without non-standard component, nonstandard region
With the embedding benefit of wooden model, the template cost of reduction floor surface construction.Metope pour can there are vertical direction dimensional discrepancy, using wooden model or
Other non-embedding complementary energy of aluminum alloy mould plate such as wood moulding mould effectively adjust the deviation of concrete wall column construction.Flooring is suitable for disk with mode structure
Button/wheel buckle scaffold and tool-type bracing members system.
Compared with correlation technique, main advantageous effect of the invention is, it is at low cost, non-standard component is few, it is versatile, apply
Work is efficient and environmental-protecting performance is strong.
It is worth noting that, the non-standard component refers to include workpiece used in the embedding benefit of wooden model less, if being closed with aluminium merely
For the application of golden template system, the present invention has no the non-standard component using aluminium alloy.
Above-described is only embodiments of the present invention, it should be noted here that for those of ordinary skill in the art
For, without departing from the concept of the premise of the invention, improvement can also be made, but these belong to the protection model of the present invention
It encloses.
Claims (2)
1. a kind of floor template system can be applied to beam, column and concrete walled and set the floor area to be formed, wherein, the number of beam
There are three, be respectively fixed on the first beam, the second beam and the 3rd beam of connection first beam and the second beam of concrete wall, column position
In the junction of second beam and the 3rd beam, which is characterized in that
The floor template system includes the first modulus region, the second modulus region and the 3rd modulus region, first mould
Number region includes Gu Ding, bottom cage and the first aluminum alloy mould plate, and the second modulus region includes C slot templates and the second aluminium alloy
Template, the 3rd modulus region are the embedding benefit region of non-aluminum alloy mould plate,
The first modulus region and the width for being smaller than twice of C slot template of concrete wall, the first modulus region and first
The spacing of beam is equal to the width of one times of C slot template, and the first apperance number region and the spacing of the 3rd beam are equal to one times of C slot template
Width and one times of second aluminum alloy mould plate the sum of width, the first modulus region and the spacing of the second beam are more than one times of C
The width of slot template and the width for being less than twice of C slot template,
The 3rd modulus region is by the gap area of the first modulus region and concrete wall, the concrete wall and the first beam, second
The turning that the corner of beam connection, the corner that is connected with the second beam of first beam, the column are connected with the second beam, the 3rd beam
Gap area between place and the first modulus region and the second beam subtracts remaining after the width regions of one times of C slot template
Region form, the length and width of the corner is respectively less than the length of one times of C slot template,
The second modulus region subtracts remaining area behind the first modulus region and the 3rd modulus region for the floor area
Domain,
The Gu Ding, bottom cage, the length of the first aluminum alloy mould plate and the second aluminum alloy mould plate, width are the integral multiple of M, institute
50 integral multiples of the M between 200~400mm is stated, the width of the C slot templates is 50 integer in the range of 100~250mm
Times, it is highly 50 integral multiple in the range of 100~200mm, length is the integral multiple of M.
2. a kind of floor template matches somebody with somebody mould method, it can be applied to beam, column and concrete walled and set the floor area to be formed, wherein, beam
Number has three, is respectively fixed on the first beam, the second beam and the 3rd beam of connection first beam and the second beam of concrete wall,
Column is located at the junction of second beam and the 3rd beam, which is characterized in that the floor template includes the following steps with mould method：
Step 1: provide scaffold；
Step 2: the floor area is divided into the first modulus region, the second modulus region and the 3rd modulus region, it is described
First modulus region includes Gu Ding, bottom cage and the first aluminum alloy mould plate, and the second modulus region includes C slot templates and second
Aluminum alloy mould plate, the 3rd modulus region is the embedding benefit region of non-aluminum alloy mould plate, between the first modulus region and concrete wall
The spacing of width away from less than twice C slot template, the first modulus region and the first beam is equal to the width of one times of C slot template,
The spacing of the first apperance number region and the 3rd beam is equal to the width of one times of C slot template and the width of one times of second aluminum alloy mould plate
The sum of degree, the spacing of the first modulus region and the second beam are more than the width of one times of C slot template and less than twice C slot templates
Width,
The 3rd modulus region is by the gap area of the first modulus region and concrete wall, the concrete wall and the first beam, second
The turning that the corner of beam connection, the corner that is connected with the second beam of first beam, the column are connected with the second beam, the 3rd beam
Gap area between place and the first modulus region and the second beam subtracts remaining after the width regions of one times of C slot template
Region form, the length and width of the corner is respectively less than the length of one times of C slot template,
The second modulus region subtracts remaining area behind the first modulus region and the 3rd modulus region for the floor area
Domain,
The Gu Ding, bottom cage, the length of the first aluminum alloy mould plate and the second aluminum alloy mould plate, width are the integral multiple of M, institute
50 integral multiples of the M between 200~400mm is stated, the width of the C slot templates is 50 integer in the range of 100~250mm
Times, it is highly 50 integral multiple in the range of 100~200mm, length is the integral multiple of M；
Step 3: the Gu Ding, bottom cage and the first aluminum alloy mould plate are installed in the first modulus region, in the scaffold
The Gu Ding is fixed at top, and the fixed bottom cage is installed between the two solid tops, completes the keel structure of the floor area
Installation installs between the keel structure and fixes the first aluminum alloy mould plate, completes the installation in the first modulus region；
Step 4: C slot templates are installed in the second modulus region；
Step 5: such as wooden model or wood moulding mould is used to carry out embedding benefit in the 3rd modulus region, the floor area connection is fixed
For an entirety.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610510965.4A CN106049859B (en) | 2016-07-01 | 2016-07-01 | Floor template system and with mould method |
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|---|---|---|---|
| CN201610510965.4A CN106049859B (en) | 2016-07-01 | 2016-07-01 | Floor template system and with mould method |
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| CN102828614A (en) * | 2012-09-06 | 2012-12-19 | 深圳市特辰科技股份有限公司 | Building template system capable of being quickly detached and installed and installation method thereof |
| CN104234411A (en) * | 2013-06-21 | 2014-12-24 | 深圳市特辰科技股份有限公司 | Aluminum alloy form structural system for fabrication of beams and slabs |
| CN105205198A (en) * | 2014-06-30 | 2015-12-30 | 上海神机软件有限公司 | Full-automatic intelligent integrated formwork arranging system and method for construction engineering fabricated formworks |
| CN205296820U (en) * | 2015-04-01 | 2016-06-08 | 重庆市万亿建材有限责任公司 | Building scaffold, fastener, template group mode structure spare |
| CN204691218U (en) * | 2015-06-12 | 2015-10-07 | 俊川建筑科技有限公司 | The coding processing system of building aluminum template system |
| CN105696806A (en) * | 2016-01-26 | 2016-06-22 | 晟通科技集团有限公司 | Supporting device |
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| CN106049859A (en) | 2016-10-26 |
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Effective date of registration: 20181030 Address after: 410200 Jinxing Road, Wangcheng economic and Technological Development Zone, Changsha, Hunan 109 Patentee after: Hunan Fast Construction Technology Co., Ltd. Address before: No. 109, Wangcheng District, Wangcheng District, Changsha, Hunan Patentee before: Suntown Technology Group Corporation |