CN106223606A - Wall column formwork system and join mould method - Google Patents
Wall column formwork system and join mould method Download PDFInfo
- Publication number
- CN106223606A CN106223606A CN201610584553.5A CN201610584553A CN106223606A CN 106223606 A CN106223606 A CN 106223606A CN 201610584553 A CN201610584553 A CN 201610584553A CN 106223606 A CN106223606 A CN 106223606A
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- template
- pulling
- connecting plate
- plate
- piece
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Classifications
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
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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 invention provides a kind of wall column formwork system, including wall exterior sheathing and the template within the walls being positioned at described wall exterior sheathing side, described wall exterior sheathing and within the walls template formed body of wall pour chamber, the centrage pouring cavity length direction described in described wall exterior sheathing and within the walls template edge is symmetrical arranged, and described wall exterior sheathing and within the walls template all include some template assemblies, some connecting plates, some pulling-on pieces and some pinned modules.Compared with correlation technique, the present invention has the beneficial effects that, low cost, highly versatile, efficiency of construction are high, good environmental protection.
Description
[technical field]
The present invention relates to building template technical field, particularly relate to a kind of wall column formwork system and join mould method.
[background technology]
In order to improve rate of progress of the construction, reduce construction equipment and the waste of construction material, improve the quality of construction,
Multiple construction formwork system it is proposed, such as all-steel mold plate, plank sheathing, aluminum alloy mould plate etc. on market.Wherein, aluminum alloy mould plate is
Through being widely used in skyscraper, it is from heavy and light, assembles, has enough to meet the need conveniently, and concrete formation is effective, but aluminum alloy formwork system
It is the shape according to building structure, the template system of size sizing configuration, it is adaptable to index bed structure construction, and basement, non-
Mark Rotating fields change is various, can the number of turnover few, use aluminum alloy mould plate cost to put into height.
Therefore basement, nonstandard layer, use wooden model construction more, also it is wooden model system at wall column, but plank sheathing intensity and rigidity
Low, the number of turnover is few, and efficiency of construction is low, and many building wastes, is unfavorable for environmental protection.Thus, the wall column mould in correlation technique
There is cost height, poor universality, efficiency of construction is low, environmental-protecting performance is poor deficiency in plate system.
Therefore, it is necessary a kind of new wall column formwork system is provided and joins mould method to overcome above-mentioned technical problem in fact.
[summary of the invention]
The technical issues that need to address of the present invention are to provide a kind of low cost, highly versatile, efficiency of construction height, environmental-protecting performance
Good wall column formwork system.
One wall column formwork system of the present invention, including wall exterior sheathing and the template within the walls being positioned at described wall exterior sheathing side,
Described wall exterior sheathing and within the walls template form the chamber that pours of body of wall, pour cavity length described in described wall exterior sheathing and within the walls template edge
The centrage in direction is symmetrical arranged, and described wall exterior sheathing and within the walls template all include some template assemblies, some connecting plates, some
Pulling-on piece and some pinned modules,
Described template assembly is made up of some aluminum alloy mould plates fixing along its above-below direction stacking, described aluminum alloy mould plate
Side plate be placed with through some side openings thereon along its above-below direction；
Described pulling-on piece is perpendicular to described template assembly, and the two ends of described pulling-on piece are equipped with through through hole thereon；
Described connecting plate is parallel to each other with described template assembly, and described connecting plate is placed with some pulling-on pieces along its above-below direction
Groove, described pulling-on piece groove is positioned at the same side of described connecting plate, and the width of described connecting plate is equal to the side plate width of described template assembly
Degree, the bottom of described connecting plate is concordant with the bottom of described template assembly, the top of described connecting plate and described template assembly
Top is concordant, or the top of described connecting plate is positioned at the top end of described template assembly；
Described pinned module includes pin part and pin sheet,
Between two adjacent described template assemblies of described wall exterior sheathing and two adjacent described template group of described template within the walls
Between part, equal sandwiched is fixed with a plate, and described pulling-on piece is arranged between two adjacent described template assemblies, the two of described pulling-on piece
End be embedded at respectively described wall exterior sheathing connecting plate pulling-on piece groove in and described template within the walls connecting plate pulling-on piece groove in, institute
State pin part and sequentially pass through the side plate of template assembly, the pulling-on piece of described connecting plate described in one in two adjacent described template assemblies
The side plate of another described template assembly coordinating two with pin sheet in the adjacent described template assembly of groove, described stomidium and two
Adjacent described template assembly connects fixing.
Preferably, described connecting plate is steel plate.
Preferably, described pulling-on piece be provided with v-notch with the described place's edge pouring intersection, chamber.
Present invention also offers a kind of wall column formwork and join mould method, use described wall column formwork system, it is characterised in that should
Method comprises the steps:
Step one, according to wall column height select aluminum alloy mould plate be combined, the height meeting described template assembly is equal to
The height of wall column, each described aluminum alloy mould plate in template assembly described in is fixed by the way of pin pin sheet；
Step 2, select the quantity of described template assembly according to the width of wall column, complete the assembling of each described template assembly；
Step 3, complete connecting plate and the installation of pulling-on piece between two adjacent described template assemblies；
Step 4, complete described pin part and pin the plugging of sheet, complete the installation of described wall exterior sheathing and template within the walls；
Step 5, adjustment, calibration.
Compared with correlation technique, the beneficial effects of the present invention is, the wall column formwork system that the present invention provides, both solved
The aluminum alloy pattern plate system of index bed is introduced that the cost in the presence of the special floor height structure such as basement, nonstandard layer is high, non-standard is many,
The problem of poor universality, solves again the construction existing for existing wooden model system in the special floor height structure such as basement, nonstandard layer
The problem that efficiency is low, environmental-protecting performance is poor.
Secondly, connecting plate is offered pulling-on piece groove, it is not necessary in aluminum alloy mould plate both sides as existing pulling-on piece formula template system
Side plate on offer pulling-on piece groove, connecting plate is one-body molded, and efficiency and cost are much better than existing pulling-on piece formula template system, and form removal
Rear connecting plate equally has enough to meet the need and repeatedly utilizes.
Again, existing standard layer aluminum alloy pattern plate system cannot be applied in the special floor height structure such as basement, nonstandard layer, but this
Aluminum alloy mould plate in invention wall column formwork system can be applicable in index bed aluminum alloy pattern plate system, and aluminum alloy mould plate both sides are not opened
If pulling-on piece groove, it is to avoid concrete overflows in pulling-on piece groove, impact pours surface of wall quality.
The most secondary, various criterion aluminum alloy mould plate independent assortment can be realized, the wall column at differing heights can be realized and apply；Introduce
Pulling-on piece structure, template system mechanics superior function is better than Screw arbor with nut at both-ends system, and concrete formation effect is more excellent, is difficult to the mould that rises occur
Phenomenon, it is not necessary to use back cord, labor intensity can be greatly lowered；The vertical integral arrangement of connecting plate, can increase wall exterior sheathing and wall
The vertical compression intensity of interior template.
The wall column formwork that the present invention provides joins mould method be applicable to the special floor height structure such as basement, nonstandard layer, can divide
Section construction, efficiency of construction is high, and form removal speed is fast.
[accompanying drawing explanation]
Fig. 1 is wall column formwork components of system as directed STRUCTURE DECOMPOSITION schematic diagram of the present invention；
Fig. 2 is the M region enlarged diagram of Fig. 1；
Fig. 3 is wall column formwork system structure decomposition schematic diagram of the present invention；
Fig. 4 is the pulling-on piece structure schematic diagram of wall column formwork system of the present invention；
Fig. 5 is that wall column formwork system of the present invention uses view；
Fig. 6 is the n-quadrant enlarged diagram of Fig. 5.
[detailed description of the invention]
For the ease of understanding the present invention, the present invention will be described more fully below.But, the present invention can be to be permitted
The most different forms realizes, however it is not limited to embodiment described herein.On the contrary, providing the purpose of these embodiments is to make
Understanding to the disclosure is more thorough comprehensively.
With reference to shown in Fig. 1-Fig. 6, one wall column formwork system of the present invention, including wall exterior sheathing 12 be positioned at described wall external mold
Template 11 within the walls of plate 12 side.What described wall exterior sheathing 12 and within the walls template 11 formed body of wall 4 pours chamber 10.Described wall external mold
Plate 12 and within the walls template 11 are symmetrical arranged along the described centrage pouring chamber 10 length direction.Described wall exterior sheathing 12 includes some
Second template assembly 121, some connecting plates 2, some pulling-on pieces 3 and some pinned modules, described template within the walls 11 includes some
First template assembly 111, some connecting plates 2, some pulling-on pieces 3 and some pinned modules.
Described first template assembly 111 is by some first aluminum alloy mould plates 1111 group fixing along its above-below direction stacking
Becoming, the side plate 1112 of described first aluminum alloy mould plate 1111 is placed with through some first side openings thereon along its above-below direction
1113.Described second template assembly 121 is made up of some second aluminum alloy mould plates 1211 fixing along its above-below direction stacking, institute
The side plate 1212 stating the second aluminum alloy mould plate 1211 is placed with through some second side openings 1213 thereon along its above-below direction.
Described pulling-on piece 3 is perpendicular to described first template assembly 111 and the second template assembly 121, and the two ends of described pulling-on piece 3 are equal
It is provided with through through hole 31 thereon.
Described connecting plate 2 is each parallel to described first template assembly the 111, second template assembly 121.Described connecting plate 2 edge
Its above-below direction is placed with some pulling-on piece grooves 21, and described pulling-on piece groove 21 is positioned at the same side of described connecting plate 2.Described connecting plate 2
Width be equal to the second aluminium alloy mould equal to side plate 1112 width of the first aluminum alloy mould plate 1111, the width of described connecting plate 2
Side plate 1212 width of plate 1211, the width of the most described connecting plate 2 is equal to the width of described first template assembly 111, described company
The width of fishplate bar 2 is equal to the width of described second template assembly 121.The bottom of described connecting plate 2 and described first template assembly
111, the bottom of described second template assembly 121 is the most concordant, the top of described connecting plate 2 and described first template assembly 111, institute
The top stating the second template assembly 121 is the most concordant, or the top of described connecting plate 2 is positioned at described first template assembly 111, described
The top end of the second template assembly 121.
Described pinned module includes pin part 61 and pin sheet 62.
Between two adjacent described second template assemblies 121 of described wall exterior sheathing 12 and described template within the walls 11 two adjacent
Between described first template assembly 111, equal sandwiched is fixed with a plate 2.Described pulling-on piece 3 is arranged in described wall exterior sheathing 12
Between two adjacent described second template assemblies 121 and between two adjacent described first template assemblies 111 of described template within the walls 11,
In the two ends of described pulling-on piece 3 are embedded at the pulling-on piece groove 21 of the connecting plate 2 of described wall exterior sheathing 12 respectively and described template 11 within the walls
Connecting plate 2 pulling-on piece groove 21 in.Described pin part 61 sequentially passes through two adjacent described second templates of described wall exterior sheathing 12
The side plate 1212 of the second template assembly 121 described in one in assembly 121, the pulling-on piece groove 21 of described connecting plate 2, described stomidium 31 with
And two another described second template assembly 121 in adjacent described second template assembly 121 side plate 1212 and with pin sheet 62
Coordinating connects fixing by two adjacent described second template assemblies 121.Similarly, described pin part 61 sequentially pass through described in mould within the walls
The side plate 1112 of the first template assembly 111, described connecting plate described in one in two adjacent described first template assemblies 111 of plate 11
Another described first template assembly 111 in the pulling-on piece groove 21 of 2, described stomidium 31 and two adjacent described first template assemblies 111
Side plate 1112 and coordinate with pin sheet 62 two adjacent described first template assemblies 111 connected fixing.The rest may be inferred, described
Pinned module forms template 11 and within the walls template 12 within the walls by fixing for the connection of some template assemblies.
It should be noted that the length direction mentioned in present embodiment refer to the X shown in Fig. 3,-X direction, described width
Degree direction refer to Y,-Y direction, and described short transverse namely above-below direction refer to Z,-Z direction.As it was previously stated, outside described wall
Template 12 and within the walls template 11 are symmetrical arranged along the described centrage pouring chamber 14 length direction, therefore described first template assembly
111 is identical with both the second template assemblies 121 structure, but for the ease of to the template assembly of wall exterior sheathing 12 and template 11 within the walls
Template assembly make a distinction, therefore difference name.Similarly, first aluminum alloy mould plate 1111 and of the first template assembly 111
Second aluminum alloy mould plate 1211 structure of two template assemblies 121 is the most identical, has carried out difference name only for differentiation.
It should be noted that in present embodiment, described first aluminum alloy mould plate 1111 and the second aluminum alloy mould plate 1211
It is standard component.For the purpose of concrete application, its length and width of the aluminum alloy mould plate in same template assembly is the most identical, but
Highly can there are differences, be arranged such, be suitable for the requirement of different floor height.
Thus, this special part of connecting plate is applied in pulling-on piece formula template system by the present invention, matches with pulling-on piece, thus
This special pulling-on piece formula template system is introduced in the special floor height structure such as basement, nonstandard layer, had both solved index bed
Cost in the presence of the aluminum alloy pattern plate system introducing special floor height structure such as basement, nonstandard layer is high, non-standard is many, poor universality
Problem, solves again in the special floor height structure such as basement, nonstandard layer that the efficiency of construction existing for existing wooden model system is low, environmental protection
The problem of poor performance.
Secondly, connecting plate is offered pulling-on piece groove, it is not necessary in aluminum alloy mould plate both sides as existing pulling-on piece formula template system
Side plate on offer pulling-on piece groove, connecting plate is one-body molded, and efficiency and cost are much better than existing pulling-on piece formula template system, and form removal
Rear connecting plate equally has enough to meet the need and repeatedly utilizes.
Again, existing standard layer aluminum alloy pattern plate system cannot be applied in the special floor height structure such as basement, nonstandard layer, but this
Aluminum alloy mould plate in invention wall column formwork system can be applicable in index bed aluminum alloy pattern plate system, and aluminum alloy mould plate both sides are not opened
If pulling-on piece groove, it is to avoid concrete overflows in pulling-on piece groove, impact pours surface of wall quality.
The most secondary, various criterion aluminum alloy mould plate independent assortment can be realized, the wall column at differing heights can be realized and apply；Introduce
Pulling-on piece structure, template system mechanics superior function is better than Screw arbor with nut at both-ends system, and concrete formation effect is more excellent, is difficult to the mould that rises occur
Phenomenon, it is not necessary to use back cord, labor intensity can be greatly lowered；The vertical integral arrangement of connecting plate, can increase wall exterior sheathing and wall
The vertical compression intensity of interior template.
In present embodiment, more specifically, described connecting plate 2 is steel plate.Thus, wall column formwork body is improved further
The bulk strength of system.
In present embodiment, more specifically, described pulling-on piece 3 be provided with V-type with the described place's edge pouring intersection, chamber 10
Breach.Thus, after convenient body of wall pours, directly knock out the part that the two ends of pulling-on piece expose to outside body of wall, improve follow-up executing
The efficiency of work.
Present invention also offers a kind of wall column formwork and join mould method, use wall column formwork system described above, the method bag
Include following steps:
Step one, select according to wall column height the first aluminum alloy mould plate and the second aluminum alloy mould plate to be combined, meet institute
The height stating the first template assembly 111 and the second template assembly 121 is equal to the height of wall column, same described first template assembly
111 or second each described first aluminum alloy mould plates 1111 in template assembly 121 or the second aluminum alloy mould plate 1211 all pass through pin
The mode of pin sheet is fixed；
Step 2, select described first template assembly 111 and the quantity of the second template assembly 121 according to the width of wall column,
It is respectively completed each described first template assembly 111 and assembling of the second template assembly 121；
Step 3, complete between two adjacent described first template assemblies 111 and two adjacent described second template assemblies 121 it
Between connecting plate and the installation of pulling-on piece；
Step 4, complete described pin part 61 and pin the plugging of sheet 62, complete wall exterior sheathing 12 and template 11 within the walls
Install；
Step 5, adjustment, calibration.
The wall column formwork that the present invention provides joins mould method be applicable to the special floor height structure such as basement, nonstandard layer, can divide
Section construction, efficiency of construction is high, and form removal speed is fast.
Compared with correlation technique, the present invention mainly has the beneficial effects that, the wall column formwork system cost that the present invention provides
Low, highly versatile, efficiency of construction is high, and good environmental protection.The wall column formwork that the present invention provides joins the construction of mould method sectional, executes
Work efficiency rate is high, and form removal speed is fast.
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, it is also possible to make improvement, but these belong to the protection model of the present invention
Enclose.
Claims (4)
1. a wall column formwork system, it is characterised in that: include wall exterior sheathing and be positioned at the mould within the walls of described wall exterior sheathing side
Plate, described wall exterior sheathing and within the walls template form the chamber that pours of body of wall, pour chamber described in described wall exterior sheathing and within the walls template edge
The centrage of length direction is symmetrical arranged, described wall exterior sheathing and within the walls template all include some template assemblies, some connecting plates,
Some pulling-on pieces and some pinned modules,
Described template assembly is made up of some aluminum alloy mould plates fixing along its above-below direction stacking, the side of described aluminum alloy mould plate
Plate is placed with through some side openings thereon along its above-below direction；
Described pulling-on piece is perpendicular to described template assembly, and the two ends of described pulling-on piece are equipped with through through hole thereon；
Described connecting plate is parallel to each other with described template assembly, and described connecting plate is placed with some pulling-on piece grooves along its above-below direction,
Described pulling-on piece groove is positioned at the same side of described connecting plate, and the width of described connecting plate is equal to the side plate width of described template assembly,
The bottom of described connecting plate is concordant with the bottom of described template assembly, the top of described connecting plate and the top of described template assembly
Concordant, or the top of described connecting plate is positioned at the top end of described template assembly；
Described pinned module includes pin part and pin sheet,
Between two adjacent described template assemblies of described wall exterior sheathing and described template within the walls two adjacent described template assemblies it
Between all sandwicheds be fixed with a plate, described pulling-on piece is arranged between two adjacent described template assemblies, and the two ends of described pulling-on piece are divided
Be not embedded at described wall exterior sheathing connecting plate pulling-on piece groove in and described template within the walls connecting plate pulling-on piece groove in, described pin
Nail piece sequentially passes through the side plate of template assembly, the pulling-on piece groove of described connecting plate, institute described in one in two adjacent described template assemblies
State the side plate of another described template assembly in stomidium and two adjacent described template assemblies and coordinate adjacent by two with pin sheet
Described template assembly connects fixing.
Wall column formwork system the most according to claim 1, it is characterised in that: described connecting plate is steel plate.
Wall column formwork system the most according to claim 2, it is characterised in that: described pulling-on piece pour intersection, chamber with described
Place's edge be provided with v-notch.
4. wall column formwork joins a mould method, uses wall column formwork system as described in claim 1-3 any one of item, and its feature exists
In, the method comprises the steps:
Step one, select according to wall column height aluminum alloy mould plate to be combined, meet the height of described template assembly equal to wall column
Height, each described aluminum alloy mould plate in template assembly described in is fixed by the way of pin pin sheet；
Step 2, select the quantity of described template assembly according to the width of wall column, complete the assembling of each described template assembly；
Step 3, complete connecting plate and the installation of pulling-on piece between two adjacent described template assemblies；
Step 4, complete described pin part and pin the plugging of sheet, complete the installation of described wall exterior sheathing and template within the walls；
Step 5, adjustment, calibration.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610584553.5A CN106223606A (en) | 2016-07-24 | 2016-07-24 | Wall column formwork system and join mould method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610584553.5A CN106223606A (en) | 2016-07-24 | 2016-07-24 | Wall column formwork system and join mould method |
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| Publication Number | Publication Date |
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| CN106223606A true CN106223606A (en) | 2016-12-14 |
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ID=57532609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610584553.5A Pending CN106223606A (en) | 2016-07-24 | 2016-07-24 | Wall column formwork system and join mould method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625587A (en) * | 2015-12-28 | 2016-06-01 | 晟通科技集团有限公司 | Aluminum formwork external wall heat preservation device |
| CN108360812A (en) * | 2018-03-22 | 2018-08-03 | 中国冶集团有限公司 | The construction method of plastering is exempted from a kind of aluminum alloy mould plate constructing device and its casting concrete face |
| CN110318533A (en) * | 2019-06-06 | 2019-10-11 | 北京奥克森节能环保科技有限公司 | A kind of building template method for protecting support |
| CN111844384A (en) * | 2020-07-29 | 2020-10-30 | 中国建筑第八工程局有限公司 | Method for manufacturing special-shaped column template |
| CN112012474A (en) * | 2020-08-31 | 2020-12-01 | 晟通科技集团有限公司 | Formwork frame |
| CN112900842A (en) * | 2021-01-29 | 2021-06-04 | 晟通科技集团有限公司 | Pull sheet groove plugging structure, template and template system |
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| CN203066474U (en) * | 2013-01-28 | 2013-07-17 | 广东台澳特种铝材有限公司 | Disposable wallboard pulling piece for building aluminum formwork |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625587A (en) * | 2015-12-28 | 2016-06-01 | 晟通科技集团有限公司 | Aluminum formwork external wall heat preservation device |
| CN105625587B (en) * | 2015-12-28 | 2018-03-27 | 晟通科技集团有限公司 | Aluminum alloy pattern plate exterior-wall heat insulation device |
| CN108360812A (en) * | 2018-03-22 | 2018-08-03 | 中国冶集团有限公司 | The construction method of plastering is exempted from a kind of aluminum alloy mould plate constructing device and its casting concrete face |
| CN110318533A (en) * | 2019-06-06 | 2019-10-11 | 北京奥克森节能环保科技有限公司 | A kind of building template method for protecting support |
| CN111844384A (en) * | 2020-07-29 | 2020-10-30 | 中国建筑第八工程局有限公司 | Method for manufacturing special-shaped column template |
| CN111844384B (en) * | 2020-07-29 | 2021-11-09 | 中国建筑第八工程局有限公司 | Method for manufacturing special-shaped column template |
| CN112012474A (en) * | 2020-08-31 | 2020-12-01 | 晟通科技集团有限公司 | Formwork frame |
| CN112900842A (en) * | 2021-01-29 | 2021-06-04 | 晟通科技集团有限公司 | Pull sheet groove plugging structure, template and template system |
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Application publication date: 20161214 |