CN109629719A - Formwork moulding process - Google Patents
Formwork moulding process Download PDFInfo
- Publication number
- CN109629719A CN109629719A CN201811390048.2A CN201811390048A CN109629719A CN 109629719 A CN109629719 A CN 109629719A CN 201811390048 A CN201811390048 A CN 201811390048A CN 109629719 A CN109629719 A CN 109629719A
- Authority
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- China
- Prior art keywords
- piece
- reinforcing bar
- locating part
- locating
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
Abstract
The present invention relates to a kind of formwork moulding process to position position, the second locating part and the third locating part of the first reinforcing bar piece by the first locating part to position the position of the second reinforcing bar piece, to simplify the moulding process of framework of steel reinforcement, accurate positioning and improve Forming Quality；By making support plate and loading plate respectively in the two sides of molding framework of steel reinforcement, avoids overturning, improves production efficiency, reducing cost and production line occupied space is smaller.
Description
Technical field
The present invention relates to formwork manufacture technology fields, more particularly to a kind of formwork moulding process easy to operate.
Background technique
Shear wall structure is the beam column replaced in frame structure with reinforced concrete wall panel, can undertake all kinds of loads and cause
Internal force, and can be effectively controlled the horizontal force of structure, it is this that vertical and horizontal force structure is born with reinforced concrete wall panel
Referred to as shear wall structure, this structure are largely used in high-story house.
Formwork had both been prefab-form as the construction tool in a kind of novel cast-in-place concrete (mainly plate class member)
Stress layer, bear the pressure that main structure body generates when pouring, and can be used as the rendering layer of building two sides, eliminate and smear
Ash, the construction technology painted obtain large-scale popularization use.
Currently, when shear wall use formwork structure when, the production method of mainstream needs to overturn, cause production efficiency it is low, at
This height, production line occupied space is larger, is easy to damage formwork again；Secondly, the complex forming technology of framework of steel reinforcement, position error
Greatly, Forming Quality is difficult to ensure.
Summary of the invention
Based on this, it is necessary to a kind of operate convenient, high efficient and reliable formwork moulding process in view of the above-mentioned problems, providing.
A kind of formwork moulding process, includes the following steps:
S1 provides machine table, locating piece, the first locating part, the first reinforcing bar piece, the second locating part, the second reinforcing bar piece and
Three locating parts make framework of steel reinforcement；Step S1 includes:
S11 fixes the first reinforcing bar piece；It, will be described after the locating piece and the first locating part are fixed on the machine table
First reinforcing bar piece is placed on first locating part；
S12 fixes the second reinforcing bar piece；After second locating part is fixed on the machine table, by second reinforcing bar
Piece is placed on second locating part；The second reinforcing bar piece is abutted after the third locating part is worn locating piece again；
S13, it is fixed-type；The first reinforcing bar piece and the second reinforcing bar piece are fixed on the locating piece；
S2 makes support plate；First locating part, the second locating part and third locating part are taken out, template and side are provided
The template is installed on the locating piece close to one end of the second reinforcing bar piece by side mode；The side molding is connect in the mould
The side of plate；
S3 makes loading plate；First mold is provided, the framework of steel reinforcement is placed in described first far from one end of support plate
Mold；
S4, pouring molding；The casting concrete in first mold, after to be hardened, then in the template and side mould
Casting concrete in the space surrounded.
Formwork moulding process of the invention positions the position of the first reinforcing bar piece, the second locating part and the by the first locating part
Three locating parts position the position of the second reinforcing bar piece, to simplify the moulding process of framework of steel reinforcement, accurate positioning and improve molding
Quality；By making support plate and loading plate respectively in the two sides of molding framework of steel reinforcement, avoid overturning, improve production efficiency,
It reduces cost and production line occupied space is smaller.
Further, the locating piece in the step S1 is Screw arbor with nut at both-ends；The length of first locating part is than the second limit
The length of position part is short.
Further, the step S11 further include:
S111 fixes the first mesh sheet；The first mesh sheet is provided, before the locating piece is fixed on the machine table, by described
One mesh sheet is fixed on one end of the locating piece, then first mesh sheet is fixed with locating piece.
Further, the first mesh sheet by fastener is fixed on the locating piece in the step S111.
Further, vertical bar is arranged in the machine table in the step S1, and first locating part and the second locating part are vertical
It is installed on the vertical bar.
Further, in the step S13, the first reinforcing bar piece and the second reinforcing bar piece be fixed on by spot welding described
Locating piece.
Further, in the step S2, the template is non-dismantling formwork；The side die coating brush release agent.
Further, in the step S2, the template is equipped with the through-hole of the corresponding locating piece.
Further, the step S2 further include:
S21 fixes the second mesh sheet；Second mesh sheet is provided, after second mesh sheet is placed in the top of the template, then will
Second mesh sheet is fixed with locating piece.
A kind of formwork moulding process, includes the following steps:
S1 makes loading plate；First mold and machine table are provided, first mold is placed in the machine table；
S2 provides locating piece, the first locating part, the first reinforcing bar piece, the second locating part, the second reinforcing bar piece and third limit
Part makes framework of steel reinforcement；Step S2 includes:
S21 fixes the first reinforcing bar piece；After the locating piece and the first locating part are fixed on first mold, by institute
The first reinforcing bar piece is stated to be placed on first locating part；
S22 fixes the second reinforcing bar piece；After second locating part is fixed on first mold, by second steel
Muscle piece is placed on second locating part；The second reinforcing bar piece is abutted after the third locating part is worn locating piece again；
S23, it is fixed-type；The first reinforcing bar piece and the second reinforcing bar piece are fixed on the locating piece；
S3 makes support plate；First locating part, the second locating part and third locating part are taken out, template and side are provided
The template is installed on the locating piece close to one end of the second reinforcing bar piece by side mode；The side molding is connect in the mould
The side of plate；
S4, pouring molding；The casting concrete in first mold, after to be hardened, then in the template and side mould
Casting concrete in the space surrounded.
Detailed description of the invention
Fig. 1 is the decomposition diagram of formwork moulding process of the present invention；
Fig. 2 is the enlarged drawing of the circle part A of Fig. 1 formwork moulding process；
Fig. 3 is the formwork schematic diagram after formwork moulding process of the present invention processing；
Fig. 4 is the formwork schematic diagram of the second embodiment of formwork moulding process of the present invention；
Fig. 5 is the formwork schematic diagram of the 3rd embodiment of formwork moulding process of the present invention；
Fig. 6 is the formwork schematic diagram of the fourth embodiment of formwork moulding process of the present invention.
Attached drawing mark explanation:
Formwork 100；
Framework of steel reinforcement 10, locating piece 11, the first reinforcing bar piece 12, the second reinforcing bar piece 13, the first locating part 20, the second locating part
30, third locating part 40, the first mesh sheet 50；
Support plate 60, template 61, side mould 62, the second mesh sheet 70, loading plate 80, the first mold 81；
Formwork 100a；
Framework of steel reinforcement 10a, locating piece 11a, the first reinforcing bar piece 12a, the second reinforcing bar piece 13a, support plate 60a, template 61a,
Loading plate 80a.
Formwork 100b；
Framework of steel reinforcement 10b, locating piece 11b, the first reinforcing bar piece 12b, the second reinforcing bar piece 13b, the first mesh sheet 50b, support plate
60b, template 61b, loading plate 80b；
Formwork 100c；
Framework of steel reinforcement 10c, locating piece 11c, the first reinforcing bar piece 12c, the second reinforcing bar piece 13c, support plate 60c, template 61c,
Second mesh sheet 70c, loading plate 80c.
Specific embodiment
It to facilitate the understanding of the present invention, below will be to invention is more fully described.But the present invention can be to be permitted
Mostly different form is realized, however it is not limited to embodiment described herein.On the contrary, purpose of providing these embodiments is makes
It is more thorough and comprehensive to the understanding of the disclosure.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.
Embodiment one:
It please refers to Fig.1 to Fig.3, is a kind of formwork 100 provided by the invention and formwork moulding process, wherein formwork forms work
Skill includes the following steps:
S1 makes framework of steel reinforcement 10；Machine table (not shown), locating piece 11, the first reinforcing bar piece 12, the second reinforcing bar piece are provided
13, the first locating part 20, the second locating part 30 and third locating part 40；Step S1 further include:
S11 fixes the first reinforcing bar piece 12；After locating piece 11 and the first locating part 20 are fixed on machine table, by the first steel
Muscle piece 12 is placed on the first locating part 20, and the first locating part 20 is for limiting the first reinforcing bar piece 12 in the position of locating piece 11.It can
Selection of land, locating piece 11 are Screw arbor with nut at both-ends；First locating part 20 is rectangular scapus.Further, vertical bar, the first limit is arranged in machine table
Position part 20 is vertically arranged to vertical bar；X axis, Y-axis and the Z axis of workbench are respectively marked with scale to be accurately positioned molding.
Optionally, step S11 further include:
S111 fixes the first mesh sheet 50；The first mesh sheet 50 is provided, before locating piece 11 is fixed on machine table, by the first mesh sheet
50 are fixed on one end of locating piece 11, then the first mesh sheet 50 and locating piece 11 is fixed.Optionally, the first mesh sheet 50 passes through fastening
Part (not shown) is fixed on locating piece 11；First mesh sheet 41 is welded using cold-drawn low-carbon wire.Further, fastener is
Nut；It is respectively provided with fastener in the two sides of the first mesh sheet 50, which is arranged in locating piece 11.In other embodiments,
One mesh sheet 50 is by welding or iron wire binding on locating piece 11.
S12 fixes the second reinforcing bar piece 13；After second locating part 30 is fixed on machine table, the second reinforcing bar piece 13 is placed in
On second locating part 30；The second reinforcing bar piece 13 is abutted after third locating part 40 is worn locating piece 11 again.Second locating part 30 is used
In the spacing for limiting the second reinforcing bar piece 13 and the first reinforcing bar piece 12；Optionally, the second locating part 30 is rectangular scapus；Second limit
The length of part 30 is longer than the length of the first locating part 20.Further, third locating part 40 is equipped with the hole slot of corresponding locating piece 11；
Second locating part 30 is vertically arranged to the vertical bar of machine table, as shown in Figure 2.
S13, it is fixed-type；First reinforcing bar piece 12 and the second reinforcing bar piece 13 are fixed on locating piece 11；Optionally, pass through a little
First reinforcing bar piece 12 and the second reinforcing bar piece 13 are fixed on locating piece 11 by weldering.
S2 makes support plate 60；The first locating part 20, the second locating part 30 and third locating part 40 are taken out, template is provided
61 with side mould 62, template 61 is installed on locating piece 11 close to one end of the second reinforcing bar piece 13；By 62 sealing-in of side mould in mould
The side of plate 61.Optionally, template 61 is non-dismantling formwork；62 brushing release agent of side mould.Further, template 61 be equipped with pair
Answer the through-hole of locating piece 11；Release agent is aqueous release agent.
Optionally, step S2 further include:
S21 fixes the second mesh sheet 70；Second mesh sheet 70 is provided, after the second mesh sheet 70 is placed in the top of template 61, then will
Second mesh sheet 70 and locating piece 11 are fixed.Optionally, by spot welding that the second mesh sheet 70 and locating piece 11 is fixed.Further,
Second mesh sheet 70 is welded using cold-drawn low-carbon wire.
S3 makes loading plate 80；First mold 81 is provided, framework of steel reinforcement 10 is placed in first far from one end of support plate 60
Mold 81.
S4, pouring molding；The casting concrete in the first mold 81 after to be hardened, then is enclosed in template 61 and side mould 62
At space in casting concrete.In casting concrete, processing of vibrating is still further comprised；It is inserted using oscillating column pump, vibrating shaft
It smashes and enters concrete slurry；Optionally, the density level of concrete is maintained at 3.2~3.5g/cm3。
S5 removes mold；To the concrete in the first mold 81, the coagulation in space that template 61 and side mould 62 surround
After the maintenance of soil, the first mold 81 and side mould 62 are removed, obtains 100 finished product of formwork, as shown in Figure 3.Optionally, in ring
Under conditions of border temperature is 10 DEG C~20 DEG C, setting 12~carry out demoulding afterwards for 24 hours.
It is to be appreciated that in other embodiments, can first make loading plate 80, then make reinforcing bar on loading plate 80
Frame 10 and support plate 60, include the following steps:
S1 makes loading plate 80；First mold 81 and machine table are provided, the first mold 81 is placed in machine table；
S2 makes framework of steel reinforcement 10；Locating piece 11, the first reinforcing bar piece 12, the second reinforcing bar piece 13, the first locating part are provided
20, the second locating part 30 and third locating part 40；Step S2 further include:
S21 fixes the first reinforcing bar piece 12；After locating piece 11 and the first locating part 20 are fixed on the first mold 81, by
One reinforcing bar piece 12 is placed on the first locating part 20；Optionally, locating piece 11 is Screw arbor with nut at both-ends；First locating part 20 is cuboid
Column.Further, vertical bar is arranged in machine table, and the first locating part 20 is vertically arranged to vertical bar；The X-axis of workbench, Y-axis and Z axis are equal
Scale is indicated to be accurately positioned molding.
Optionally, step S21 further include:
S211 fixes the first mesh sheet 50；The first mesh sheet 50 is provided, before locating piece 11 is fixed on the first mold 81, by first
Mesh sheet 50 is fixed on one end of locating piece 11, then the first mesh sheet 50 and locating piece 11 is fixed.Optionally, the first mesh sheet 50 passes through
Fastener (not shown) is fixed on locating piece 11；First mesh sheet 41 is welded using cold-drawn low-carbon wire.Further, tightly
Firmware is nut；It is respectively provided with fastener in the two sides of the first mesh sheet 50, which is arranged in locating piece 11.In other embodiments
In, the first mesh sheet 50 is by welding or iron wire binding on locating piece 11.
S22 fixes the second reinforcing bar piece 13；After second locating part 30 is fixed on the first mold 81, by the second reinforcing bar piece 13
It is placed on the second locating part 30；The second reinforcing bar piece 13 is abutted after third locating part 40 is worn locating piece 11 again；Optionally, second
Locating part 30 is rectangular scapus；The length of second locating part 30 is longer than the length of the first locating part 20.Further, third limits
Part 40 is equipped with the hole slot of corresponding locating piece 11；Second locating part 30 is vertically arranged to the vertical bar of machine table.
S23, it is fixed-type；First reinforcing bar piece 12 and the second reinforcing bar piece 13 are fixed on locating piece 11；Optionally, pass through a little
First reinforcing bar piece 12 and the second reinforcing bar piece 13 are fixed on locating piece 11 by weldering.
S3 makes support plate 60；The first locating part 20, the second locating part 30 and third locating part 40 are taken out, template is provided
61 with side mould 62, template 61 is installed on locating piece 11 close to one end of the second reinforcing bar piece 13；By 62 sealing-in of side mould in mould
The side of plate 61；Optionally, template 61 is non-dismantling formwork；62 brushing release agent of side mould.Further, template 61 be equipped with pair
Answer the through-hole of locating piece 11；Release agent is aqueous release agent.
Optionally, step S3 further include:
S31 fixes the second mesh sheet 70；Second mesh sheet 70 is provided, after the second mesh sheet 70 is placed in the top of template 61, then will
Second mesh sheet 70 and locating piece 11 are fixed.Optionally, by spot welding that the second mesh sheet 70 and locating piece 11 is fixed.Further,
Second mesh sheet 70 is welded using cold-drawn low-carbon wire.
S4, pouring molding；The casting concrete in the first mold 81 after to be hardened, then is enclosed in template 61 and side mould 62
At space in casting concrete.In casting concrete, processing of vibrating is still further comprised；It is inserted using oscillating column pump, vibrating shaft
It smashes and enters concrete slurry；Optionally, the density level of concrete is maintained at 3.2~3.5g/cm3。
S5 removes mold；To the concrete in the first mold 81, the coagulation in space that template 61 and side mould 62 surround
After the maintenance of soil, the first mold 81 and side mould 62 are removed, formwork finished product is obtained.It optionally, is 10 DEG C in environment temperature
Under conditions of~20 DEG C, setting 12~carry out demoulding afterwards for 24 hours.
Embodiment two:
Be illustrated in figure 4 another embodiment of the present invention provides a kind of formwork 100a and formwork moulding process, the present embodiment
It is similar to the structure of a upper embodiment, the difference is that, the formwork 100a of the present embodiment do not include the first mesh sheet, fastener,
And second mesh sheet.Correspondingly, formwork moulding process also omits corresponding step.
Embodiment three:
Be illustrated in figure 5 another embodiment of the present invention provides a kind of formwork 100b and formwork moulding process, the present embodiment
It is similar to the structure of embodiment one, the difference is that, the formwork 100b of the present embodiment does not include the second mesh sheet.Correspondingly,
Formwork moulding process also omits corresponding step.
Example IV:
Be illustrated in figure 6 another embodiment of the present invention provides a kind of formwork 100c and formwork moulding process, the present embodiment
It is similar to the structure of embodiment one, the difference is that, the formwork 100c of the present embodiment does not include the first mesh sheet and fastener.Phase
Ying Di, formwork moulding process also omit corresponding step.
Formwork moulding process of the invention positions the position of the first reinforcing bar piece 12, the second locating part by the first locating part 20
30 position the position of the second reinforcing bar piece 13 with third locating part 40, to simplify the moulding process of framework of steel reinforcement 10, positioning standard
Really and improve Forming Quality；By making support plate 60 and loading plate 80 respectively in the two sides of molding framework of steel reinforcement 10, avoid
It overturns, improve production efficiency, reducing cost and production line occupied space is smaller.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. a kind of formwork moulding process, which comprises the steps of:
S1 provides machine table, locating piece, the first locating part, the first reinforcing bar piece, the second locating part, the second reinforcing bar piece and third limit
Position part, makes framework of steel reinforcement；Step S1 includes:
S11 fixes the first reinforcing bar piece；After the locating piece and the first locating part are fixed on the machine table, by described first
Reinforcing bar piece is placed on first locating part；
S12 fixes the second reinforcing bar piece；After second locating part is fixed on the machine table, the second reinforcing bar piece is set
In on second locating part；The second reinforcing bar piece is abutted after the third locating part is worn locating piece again；
S13, it is fixed-type；The first reinforcing bar piece and the second reinforcing bar piece are fixed on the locating piece；
S2 makes support plate；First locating part, the second locating part and third locating part are taken out, template and side mould are provided,
The template is installed on the locating piece close to one end of the second reinforcing bar piece；The side molding is connect in the side of the template
Side；
S3 makes loading plate；First mold is provided, the framework of steel reinforcement is placed in first mould far from one end of support plate
Tool；
S4, pouring molding；The casting concrete in first mold after to be hardened, then is surrounded in the template and side mould
Space in casting concrete.
2. formwork moulding process according to claim 1, which is characterized in that the locating piece in the step S1 is to drawing spiral shell
Bar；The length of first locating part is shorter than the length of the second locating part.
3. formwork moulding process according to claim 1, which is characterized in that the step S11 further include:
S111 fixes the first mesh sheet；The first mesh sheet is provided, before the locating piece is fixed on the machine table, by first net
Piece is fixed on one end of the locating piece, then first mesh sheet is fixed with locating piece.
4. formwork moulding process according to claim 3, which is characterized in that the first mesh sheet passes through tight in the step S111
Firmware is fixed on the locating piece.
5. formwork moulding process according to claim 1, which is characterized in that the machine table setting in the step S1 is perpendicular
Bar, first locating part and the second locating part are vertically arranged to the vertical bar.
6. formwork moulding process according to claim 1, which is characterized in that, will be described by spot welding in the step S13
First reinforcing bar piece and the second reinforcing bar piece are fixed on the locating piece.
7. formwork moulding process according to claim 1, which is characterized in that in the step S2, the template is to exempt to tear open
Template；The side die coating brush release agent.
8. formwork moulding process according to claim 1, which is characterized in that in the step S2, the template be equipped with pair
Answer the through-hole of the locating piece.
9. formwork moulding process according to claim 1, which is characterized in that the step S2 further include:
S21 fixes the second mesh sheet；Second mesh sheet is provided, after second mesh sheet is placed in the top of the template, then will be described
Second mesh sheet is fixed with locating piece.
10. a kind of formwork moulding process, which comprises the steps of:
S1 makes loading plate；First mold and machine table are provided, first mold is placed in the machine table；
S2 provides locating piece, the first locating part, the first reinforcing bar piece, the second locating part, the second reinforcing bar piece and third locating part, system
Make framework of steel reinforcement；Step S2 includes:
S21 fixes the first reinforcing bar piece；After the locating piece and the first locating part are fixed on first mold, by described
One reinforcing bar piece is placed on first locating part；
S22 fixes the second reinforcing bar piece；After second locating part is fixed on first mold, by the second reinforcing bar piece
It is placed on second locating part；The second reinforcing bar piece is abutted after the third locating part is worn locating piece again；
S23, it is fixed-type；The first reinforcing bar piece and the second reinforcing bar piece are fixed on the locating piece；
S3 makes support plate；First locating part, the second locating part and third locating part are taken out, template and side mould are provided,
The template is installed on the locating piece close to one end of the second reinforcing bar piece；The side molding is connect in the side of the template
Side；
S4, pouring molding；The casting concrete in first mold after to be hardened, then is surrounded in the template and side mould
Space in casting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811390048.2A CN109629719A (en) | 2018-11-21 | 2018-11-21 | Formwork moulding process |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811390048.2A CN109629719A (en) | 2018-11-21 | 2018-11-21 | Formwork moulding process |
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| CN109629719A true CN109629719A (en) | 2019-04-16 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258912A (en) * | 2019-05-13 | 2019-09-20 | 中州装备制造股份有限公司 | Construction wall and production method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1099837A (en) * | 1992-10-28 | 1995-03-08 | 小野辰雄 | Form panel |
| US20030183742A1 (en) * | 2002-03-27 | 2003-10-02 | Deloach W. Michael | Tilt-up concrete wall panel form and method of fabricating same |
| CN101168998A (en) * | 2006-10-26 | 2008-04-30 | 客纳福来有限公司 | Lightweight cement panel |
| CN201080656Y (en) * | 2007-08-16 | 2008-07-02 | 张富才 | Architectural concrete detaching-free heat preservation formwork |
| CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
| CN104018675A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Construction method for shear wall concrete formworks and pillar concrete formworks |
| CN105019577A (en) * | 2015-07-31 | 2015-11-04 | 嵇珂 | Disassembly-free reinforced concrete internal and external wall formwork thermal-insulation integrated system and construction method thereof |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN106939663A (en) * | 2017-05-04 | 2017-07-11 | 广东省第四建筑工程有限公司 | A kind of concrete hollow double-storied floor and its construction method |
-
2018
- 2018-11-21 CN CN201811390048.2A patent/CN109629719A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1099837A (en) * | 1992-10-28 | 1995-03-08 | 小野辰雄 | Form panel |
| US20030183742A1 (en) * | 2002-03-27 | 2003-10-02 | Deloach W. Michael | Tilt-up concrete wall panel form and method of fabricating same |
| CN101168998A (en) * | 2006-10-26 | 2008-04-30 | 客纳福来有限公司 | Lightweight cement panel |
| CN201080656Y (en) * | 2007-08-16 | 2008-07-02 | 张富才 | Architectural concrete detaching-free heat preservation formwork |
| CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
| CN104018675A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Construction method for shear wall concrete formworks and pillar concrete formworks |
| CN105019577A (en) * | 2015-07-31 | 2015-11-04 | 嵇珂 | Disassembly-free reinforced concrete internal and external wall formwork thermal-insulation integrated system and construction method thereof |
| CN106884541A (en) * | 2017-03-15 | 2017-06-23 | 上海建工四建集团有限公司 | The positioning component of reserved joint bar, positioner and localization method in shear wall |
| CN106939663A (en) * | 2017-05-04 | 2017-07-11 | 广东省第四建筑工程有限公司 | A kind of concrete hollow double-storied floor and its construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110258912A (en) * | 2019-05-13 | 2019-09-20 | 中州装备制造股份有限公司 | Construction wall and production method |
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