CN213352836U - Steel-wood mixing mold for concrete prefabricated part - Google Patents
Steel-wood mixing mold for concrete prefabricated part Download PDFInfo
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- CN213352836U CN213352836U CN202021553033.6U CN202021553033U CN213352836U CN 213352836 U CN213352836 U CN 213352836U CN 202021553033 U CN202021553033 U CN 202021553033U CN 213352836 U CN213352836 U CN 213352836U
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Abstract
The utility model relates to a concrete prefabricated component steel wood mixing mold belongs to civil engineering mould technical field. The bending device comprises a transverse die assembly and a vertical die assembly, wherein the transverse die assembly comprises two transverse panel bending pieces, two ends of each transverse panel bending piece are connected through a transverse wood die connecting bending piece, and a plurality of transverse bending reinforcing ribs are uniformly arranged between the transverse wood die connecting bending pieces at two ends of each transverse panel bending piece; the vertical die assembly comprises two vertical panel bending pieces, two ends of each vertical panel bending piece are connected through a vertical wood die connecting bending piece, and a plurality of vertical bending reinforcing ribs are uniformly arranged between the vertical wood die connecting bending pieces at the two ends of each vertical panel bending piece; the lateral surface of the transverse mould component is provided with a transverse wood formwork, and the lateral surface of the vertical mould component is provided with a vertical wood formwork.
Description
Technical Field
The utility model relates to a concrete prefabricated component steel wood mixing mold belongs to civil engineering mould technical field.
Background
At present, from the existing precast concrete member mould, the method that pure steel plates with the thickness of 10mm are welded into a whole is mostly adopted, the manufacturing cost is high, the product is heavy, the cast precast concrete member mould can only adapt to the casting of precast concrete members with one size, the recycle is difficult, and workers are difficult in the aspects of construction, assembly, disassembly and obscure potential safety hazards.
Therefore, the company invents the light-weight recyclable steel-wood mixed mold in order to promote the production efficiency. The die saves time, labor and labor cost, improves the production efficiency and the yield, improves the customer satisfaction degree, and provides a strength for the development of companies.
In view of the above-mentioned defects, the present designer actively makes research and innovation to create a steel-wood hybrid mold for concrete prefabricated components, so that the mold has more industrial utilization value.
Disclosure of Invention
In order to solve the technical problem, the utility model aims at providing a concrete prefabricated component steel wood mixing mold. The utility model discloses a concrete prefabricated component steel wood hybrid mould has alleviateed the weight of product through the collocation of light steel sheet and plank sheathing, makes its convenient removal, easily operation, and detachable equipment mode also makes workman's dress dismantle convenient simultaneously to promote the pleasing to the eye effect of concrete prefabricated component, further saving the cost of manufacture, have wide application prospect.
The utility model relates to a steel-wood mixing mould for concrete prefabricated parts, which comprises a transverse mould component and a vertical mould component,
the transverse die assembly comprises two transverse panel bending pieces, two ends of the two transverse panel bending pieces are connected through a transverse wood die connecting bending piece, and a plurality of transverse bending reinforcing ribs are uniformly arranged between the transverse wood die connecting bending pieces at the two ends of the transverse panel bending piece;
the vertical die assembly comprises two vertical panel bending pieces, two ends of each vertical panel bending piece are connected through a vertical wood die connecting bending piece, and a plurality of vertical bending reinforcing ribs are uniformly arranged between the vertical wood die connecting bending pieces at the two ends of each vertical panel bending piece;
the lateral surface of the transverse mould component is provided with a transverse wood formwork, and the lateral surface of the vertical mould component is provided with a vertical wood formwork.
Furthermore, the transverse membrane modules and the vertical membrane modules are respectively provided with two groups, and the transverse membrane modules and the vertical membrane modules are arranged perpendicularly to each other to form a rectangular frame structure.
Furthermore, the material of the transverse panel bending piece is a steel plate bending piece with the thickness of 3mm, and the two transverse panel bending pieces are arranged in an axial symmetry mode and are parallel to each other.
Furthermore, the transverse wood formwork connecting bending piece and the transverse panel bending piece are fixedly connected through screws, the transverse wood formwork connecting bending piece and the transverse panel bending piece are perpendicular to each other, and the opening direction of the transverse wood formwork connecting bending piece is perpendicular to the installation direction of the transverse panel bending piece body.
Furthermore, the transverse bending reinforcing rib and the transverse panel bending piece are fixedly connected through a screw, and the opening direction of the transverse bending reinforcing rib is consistent with the installation direction of the transverse panel bending piece body.
Furthermore, the vertical panel bending piece is made of a steel plate bending piece with the thickness of 3mm, and the vertical panel bending pieces are arranged in an axial symmetry mode and are parallel to each other.
Further, through screw fixed connection between vertical wood pattern connection bending piece and the vertical panel bending piece, vertical wood pattern connection bending piece and vertical panel bending piece mutually perpendicular set up to vertical wood pattern connection bending piece's opening direction is mutually perpendicular with vertical panel bending body installation direction, two at both ends vertical wood pattern connection bending piece opening direction sets up relatively.
Furthermore, the vertical bending reinforcing ribs and the vertical panel bending pieces are fixedly connected through screws, and the opening direction of the vertical bending reinforcing ribs is consistent with the installation direction of the vertical panel bending piece body.
Furthermore, the material of the transverse wood pattern connecting bending piece, the transverse bending reinforcing rib, the vertical wood pattern connecting bending piece and the vertical bending reinforcing rib is a steel plate bending piece with the thickness of 6 mm.
Furthermore, the transverse wood formwork is clamped by the transverse wood formwork connecting bending piece at the end part of the transverse formwork assembly and the vertical wood formwork connecting bending piece at the end part of the vertical formwork assembly and is fastened and connected by screws, and the vertical wood formwork is clamped and fixed by the transverse formwork assemblies at the two ends.
By the scheme, the invention at least has the following advantages:
the utility model discloses a concrete prefabricated component steel wood hybrid mould passes through the removable assecmbly collocation of light steel sheet and plank sheathing, has alleviateed the weight of product, makes its convenient removal, easily operation, and detachable equipment mode also makes workman's dress dismantle convenient simultaneously to promote the pleasing to the eye effect of concrete prefabricated component, can freely dismouting combination between the piece of buckling, can cyclic utilization, further saving the cost of manufacture, wide application prospect has.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood and to be implemented in accordance with the content of the description, the following detailed description is given with reference to the preferred embodiments of the present invention and the accompanying drawings.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate a certain embodiment of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic view of the self-contained structure of the steel-wood hybrid mold for the concrete prefabricated part of the present invention;
FIG. 2 is a schematic view of an assembly structure of a transverse module and a vertical module in the steel-wood mixing mold for the concrete precast element of the present invention;
FIG. 3 is a schematic view of an assembly structure of a transverse panel bending member and a transverse wood former connecting bending member in the steel-wood hybrid mold for a concrete prefabricated part according to the present invention;
FIG. 4 is a schematic view of an assembly structure of a transverse panel bending member, a transverse wood former connecting bending member and a transverse bending reinforcing rib in the steel-wood hybrid mold for a concrete prefabricated part of the present invention;
FIG. 5 is a schematic structural view of a transverse panel bending member in the steel-wood hybrid mold for concrete prefabricated parts according to the present invention;
FIG. 6 is a schematic structural view of a transverse wood former connecting bending piece in the steel-wood hybrid mold for the concrete prefabricated part of the present invention;
FIG. 7 is an enlarged schematic view of the assembly structure of the horizontal module and the vertical module in the steel-wood hybrid mold for the concrete prefabricated part of the present invention;
wherein, in the figure,
1. a transverse die assembly; 2. a vertical die assembly; 11. a transverse panel bending member; 12. the transverse wood formers are connected with bending pieces; 13. transversely bending the reinforcing ribs; 14. a transverse wooden form; 21. a vertical panel bending piece; 22. the vertical wood formers are connected with the bending pieces; 23. vertically bending the reinforcing ribs; 24. vertical wooden forms.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
Referring to fig. 1 and 2, a concrete prefabricated component steel-wood mixing mold according to a preferred embodiment of the present invention includes a transverse mold assembly 1 and a vertical mold assembly 2, the transverse mold assembly 1 and the vertical mold assembly 2 are respectively provided with two sets, and the transverse mold assembly 1 and the vertical mold assembly 2 are arranged perpendicular to each other to form a rectangular frame structure;
the transverse die assembly 1 comprises transverse panel bending pieces 11, the transverse panel bending pieces 11 are two, the material is a steel plate bending piece with the thickness of 3mm, the two transverse panel bending pieces 11 are arranged in axial symmetry and are parallel to each other, two ends of each transverse panel bending piece 11 are connected through a transverse wood die connecting bending piece 12, the transverse wood die connecting bending piece 12 is fixedly connected with the transverse panel bending pieces 11 through screws, the transverse wood die connecting bending piece 12 is perpendicular to the transverse panel bending pieces 11, the opening direction of the transverse wood die connecting bending piece 12 is perpendicular to the installation direction of the body of the transverse panel bending piece 11, a plurality of transverse bending reinforcing ribs 13 are uniformly arranged between the transverse wood die connecting bending pieces 12 at two ends of each transverse panel bending piece 11, and the transverse bending reinforcing ribs 13 are fixedly connected with the transverse panel bending pieces 11 through screws, the opening direction of the transverse bending reinforcing ribs 13 is consistent with the installation direction of the transverse panel bending piece 11 body;
the vertical die assembly 2 comprises vertical panel bending pieces 21, the vertical panel bending pieces 21 are two, the material is 3mm thick steel plate bending pieces, the two vertical panel bending pieces 21 are arranged in axial symmetry and are parallel to each other, two ends of each vertical panel bending piece 21 are connected through a vertical wood die connecting bending piece 22, the vertical wood die connecting bending pieces 22 are fixedly connected with the vertical panel bending pieces 21 through screws, the vertical wood die connecting bending pieces 22 are perpendicular to the vertical panel bending pieces 21, the opening direction of the vertical wood die connecting bending pieces 22 is perpendicular to the installation direction of the vertical panel bending pieces 21, the opening directions of the two vertical wood die connecting bending pieces 22 at two ends are oppositely arranged, a plurality of vertical bending reinforcing ribs 23 are uniformly arranged between the vertical wood die connecting bending pieces 22 at two ends of the vertical panel bending pieces 21, the vertical bending reinforcing ribs 33 are fixedly connected with the vertical panel bending pieces 21 through screws, and the opening direction of the vertical bending reinforcing ribs 23 is consistent with the installation direction of the vertical panel bending pieces 21;
the transverse wood pattern connecting bending piece 12, the transverse bending reinforcing rib 13, the vertical wood pattern connecting bending piece 22 and the vertical bending reinforcing rib 23 are all steel plate bending pieces with the thickness of 6 mm;
a transverse wooden template 14 is arranged on the side surface of the transverse mould component 1, and the transverse wooden template 14 is clamped by a transverse wooden mould connecting bending piece 12 at the end part of the transverse mould component 1 and a vertical wooden mould connecting bending piece 22 at the end part of the vertical mould component 2 and is fastened and connected by screws;
the side of the vertical mould component 2 is provided with a vertical wooden template 24, and the vertical wooden template 24 is clamped and fixed through the transverse mould components 1 at two ends.
The working principle of the utility model is as follows:
when the concrete prefabricated component steel-wood mixed mould of the utility model is in actual use, firstly, the proper quantity of the transverse bending reinforcing ribs 13 and the vertical bending reinforcing ribs 23 is selected according to the product drawing, the transverse bending reinforcing ribs 13 and the vertical bending reinforcing ribs 23 are assembled and fixed with the transverse panel bending pieces 11 and the vertical panel bending pieces 21 by screws and nuts, then the manufactured transverse wooden template 14 is put into the steel frame, the transverse wooden moulds at four corners are utilized to connect the bending pieces 12 and the vertical wooden moulds to connect the bending pieces 22 for installation, then the vertical wooden template 24 is clamped and clamped on the transverse wooden templates 14 at two ends, then concrete can be poured, after the transverse wooden template is solidified, the outer steel frame can be easily taken down, and finally the wooden template with the inner lining is taken out, thereby ensuring the aesthetic property of the product, the concrete prefabricated component steel-wood mixed mould of the utility model is matched by the detachable assembly of the light steel plates and the wooden templates, the weight of the product is reduced, the product is convenient to move and easy to operate, meanwhile, the detachable assembly mode also enables workers to conveniently assemble and disassemble, so that the attractive effect of the concrete prefabricated part is improved, the bending parts can be freely assembled and disassembled, the product can be recycled, the manufacturing cost is further saved, and the product has a wide application prospect.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be a direct connection, and "upper," "lower," "left," and "right" are only used to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed;
secondly, the method comprises the following steps: in the drawings of the disclosed embodiments of the present invention, only the structures related to the disclosed embodiments are referred to, and other structures can refer to the common design, and under the condition of no conflict, the same embodiment and different embodiments of the present invention can be combined with each other;
and finally: the above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and it should be noted that, for those skilled in the art, many modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (10)
1. The utility model provides a concrete precast element steel wood mixes mould, includes horizontal module (1) and vertical module (2), its characterized in that:
the transverse die assembly (1) comprises two transverse panel bending pieces (11), two ends of each transverse panel bending piece (11) are connected through a transverse wood die connecting bending piece (12), and a plurality of transverse bending reinforcing ribs (13) are uniformly arranged between the transverse wood die connecting bending pieces (12) at the two ends of each transverse panel bending piece (11);
the vertical die assembly (2) comprises two vertical panel bending pieces (21), two ends of each vertical panel bending piece (21) are connected through a vertical wood die connecting bending piece (22), and a plurality of vertical bending reinforcing ribs (23) are uniformly arranged between the vertical wood die connecting bending pieces (22) at the two ends of each vertical panel bending piece (21);
the side of the transverse mould component (1) is provided with a transverse wooden template (14), and the side of the vertical mould component (2) is provided with a vertical wooden template (24).
2. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the horizontal module (1) and the vertical module (2) are respectively provided with two groups, and the horizontal module (1) and the vertical module (2) are perpendicular to each other to form a rectangular frame structure.
3. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the material of the transverse panel bending piece (11) is a steel plate bending piece with the thickness of 3mm, and the two transverse panel bending pieces (11) are arranged in an axial symmetry mode and are parallel to each other.
4. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the transverse wood formwork connecting and bending piece (12) is fixedly connected with the transverse panel bending piece (11) through screws, the transverse wood formwork connecting and bending piece (12) and the transverse panel bending piece (11) are perpendicular to each other, and the opening direction of the transverse wood formwork connecting and bending piece (12) is perpendicular to the installation direction of the transverse panel bending piece (11) body.
5. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the transverse bending reinforcing ribs (13) are fixedly connected with the transverse panel bending pieces (11) through screws, and the opening direction of the transverse bending reinforcing ribs (13) is consistent with the installation direction of the transverse panel bending pieces (11).
6. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the vertical panel bending piece (21) is made of a steel plate bending piece with the thickness of 3mm, and the vertical panel bending piece (21) is arranged in an axial symmetry mode and is parallel to each other.
7. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: vertical wood pattern connection piece (22) of bending and vertical panel bend through screw fixed connection between the piece (21), vertical wood pattern connection piece (22) of bending and vertical panel bend piece (21) mutually perpendicular set up to the opening direction of vertical wood pattern connection piece (22) is perpendicular mutually with vertical panel piece (21) body installation direction of bending, two at both ends vertical wood pattern connection piece (22) opening direction sets up relatively.
8. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the vertical bending reinforcing rib (23) is fixedly connected with the vertical panel bending piece (21) through screws, and the opening direction of the vertical bending reinforcing rib (23) is consistent with the installation direction of the vertical panel bending piece (21) body.
9. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the transverse wood pattern connecting bending piece (12), the transverse bending reinforcing rib (13), the vertical wood pattern connecting bending piece (22) and the vertical bending reinforcing rib (23) are all steel plate bending pieces with the thickness of 6 mm.
10. The steel-wood hybrid mould for concrete prefabricated parts according to claim 1, characterized in that: the transverse wooden template (14) is clamped by a transverse wood pattern connecting bending piece (12) at the end part of the transverse template assembly (1) and a vertical wood pattern connecting bending piece (22) at the end part of the vertical template assembly (2) and is fastened and connected by screws, and the vertical wooden template (24) is clamped and fixed by the transverse template assemblies (1) at the two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021553033.6U CN213352836U (en) | 2020-07-31 | 2020-07-31 | Steel-wood mixing mold for concrete prefabricated part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021553033.6U CN213352836U (en) | 2020-07-31 | 2020-07-31 | Steel-wood mixing mold for concrete prefabricated part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213352836U true CN213352836U (en) | 2021-06-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021553033.6U Active CN213352836U (en) | 2020-07-31 | 2020-07-31 | Steel-wood mixing mold for concrete prefabricated part |
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| Country | Link |
|---|---|
| CN (1) | CN213352836U (en) |
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2020
- 2020-07-31 CN CN202021553033.6U patent/CN213352836U/en active Active
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