CN217175688U - Assembled formwork connecting structure - Google Patents
Assembled formwork connecting structure Download PDFInfo
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- CN217175688U CN217175688U CN202123424895.6U CN202123424895U CN217175688U CN 217175688 U CN217175688 U CN 217175688U CN 202123424895 U CN202123424895 U CN 202123424895U CN 217175688 U CN217175688 U CN 217175688U
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Abstract
The utility model discloses an assembly type formwork connecting structure, which comprises an assembly type component template, wherein the assembly type component template is provided with connecting nodes which are matched with each other; the assembly type component template comprises an assembly type beam template (1), an assembly type plate template (2), an assembly type wall template (3) and an assembly type column template (4); the connecting node comprises a beam column template node (5) positioned between the assembled beam template (1) and the assembled column template (4), a beam slab template node (6) positioned between the assembled beam template (1) and the assembled slab template (2), a wall column template node (7) positioned between the assembled column template (4) and the assembled wall template (3) and a wall plate template node (8) positioned between the assembled slab template (2) and the assembled wall template (3). The utility model has the characteristics of simple to operate is simple and can guarantee that the node pours stably.
Description
Technical Field
The utility model relates to a formwork, especially an assembled formwork connection structure.
Background
The formwork supporting mode of the formwork supporting frame and the wood formwork is a building construction mode adopted by most construction sites at the present stage, a large amount of formwork supporting frame materials and wood formworks are often needed in the mode, the construction period is long, the construction quality is greatly influenced by the quality of workers, the material stacking disorder in floors is often caused by the erection of the formwork supporting frame, the construction environment is severe, and the formwork removing and material cleaning difficulty after the concrete pouring is further improved. In order to solve the problem, patent CN202020513675.7 proposes a new formwork system, which realizes the formwork of the beam-slab structure through each component, and replaces the form of formwork support and wood formwork; but still have the defect that installation node is more, the operating procedure is complicated, and its template mould is indulged, horizontal pole connected node still has the unstable risk in the pouring process simultaneously. Therefore, the prior art has the problems of complex installation and unstable node pouring.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled formwork connection structure. The utility model has the characteristics of simple to operate is simple and can guarantee that the node pours stably.
The technical scheme of the utility model: an assembly type formwork connecting structure comprises an assembly type component formwork, wherein connecting nodes matched with each other are arranged on the assembly type component formwork; the assembly type component template comprises an assembly type beam template, an assembly type slab template, an assembly type wall template and an assembly type column template; the connecting nodes comprise beam-column template nodes positioned between the assembled beam forms and the assembled column forms, beam-slab template nodes positioned between the assembled beam forms and the assembled slab forms, wall-column template nodes positioned between the assembled column forms and the assembled wall forms and wall-plate template nodes positioned between the assembled slab forms and the assembled wall forms.
In the aforementioned assembled formwork connecting structure, the assembled beam formwork includes a plurality of beam formworks, and a beam formwork connecting member is disposed between adjacent beam formworks; and a beam template U-shaped fixing fastener is further arranged outside the assembly beam template.
In the foregoing assembled formwork connecting structure, the assembled column formwork includes a plurality of column formworks, and column formwork connecting members are disposed between adjacent column formworks; and a U-shaped fixing fastener for the column template is arranged outside the assembled column template.
In the foregoing assembled formwork connecting structure, the assembled formwork includes a plurality of metal plate formworks, a formwork connecting member is disposed between adjacent metal plate formworks, and a first longitudinal fixing rod and a first transverse fixing rod are disposed below the metal plate formworks.
Among the aforementioned assembled formwork connection structure, the assembled wall mould includes polylith wallboard template, is equipped with the wallboard connecting piece between the adjacent wallboard template, and the side of wallboard template is equipped with the longitudinal second dead lever.
In the foregoing assembled formwork connecting structure, the beam-column formwork node includes an L-shaped bracket located between the assembled beam formwork and the assembled column formwork, and the L-shaped bracket is provided with an inclined formwork bracket.
In the foregoing assembled formwork connecting structure, the beam slab formwork node includes a transverse fixing rod-U-shaped fixing fastener connecting member, a longitudinal fixing rod-transverse fixing rod connecting member, and an inclined strut bracket.
In the foregoing assembled formwork connecting structure, the wall column formwork node is a U-shaped fixing member.
In the foregoing assembled formwork connecting structure, the wallboard template node includes an inclined strut between the assembled formwork and the assembled wall formwork.
Compared with the prior art, the utility model consists of an assembly type component template (the assembly type component template comprises an assembly type beam template, an assembly type plate template, an assembly type wall template and an assembly type column template), beam column template nodes, beam plate template nodes and wall column template nodes, and realizes the connection of each node; the stability of each component template can be effectively strengthened, and the connecting nodes of the supporting formwork are reduced to a certain extent by the partially integrated components. Meanwhile, the utility model completes the connection between each assembled component template through the U-shaped fixing fastener and the connecting piece, the connecting node realizes the reinforcement of the beam and column template through the diagonal bracing bracket component, the weak node of the plate and wall template is strengthened through the connection of the transverse fixing rod and the longitudinal fixing rod, and the pouring stability of the connecting node is improved; meanwhile, the number of the installation nodes is reduced, and the workload of workers is reduced. The use of the connecting piece and the reinforcing fastener is avoided in the construction process of the component template, so that the use of a through-wall screw is avoided, and the construction quality of the component is improved. To sum up, the utility model has the characteristics of simple to operate is simple and can guarantee that the node pours stably.
Drawings
FIG. 1 is a schematic structural view of a beam column template node;
FIG. 2 is a partial enlarged view of FIG. 1 taken along line B;
FIG. 3 is a view taken along line A-A of FIG. 1;
FIG. 4 is a schematic structural view of a beam slab formwork node;
FIG. 5 is a schematic structural view of a wall stud template node;
figure 6 is a schematic structural view of a wallboard template node.
The labels in the figures are: 1-fabricated beam forms, 2-fabricated panel forms, 3-fabricated wall forms, 4-fabricated column forms, 5-beam-column formwork nodes, 6-beam-panel formwork nodes, 7-wall-column formwork nodes, 8-wall panel formwork nodes, 101-beam formworks, 102-beam formwork connecting members, 103-beam formwork U-shaped fixing fasteners, 401-column formworks, 402-column formwork connecting members, 403-column formwork U-shaped fixing fasteners, 201-metal panel formworks, 202-formwork connecting members, 203-first longitudinal fixing rods, 204-first transverse fixing rods, 301-wall panel formworks, 302-wall panel connecting members, 303-second longitudinal fixing rods, 501-L-shaped brackets, 502-diagonal formwork brackets, 601-transverse fixing rod-U-shaped fixing fastener connecting members, 602-longitudinal fixing rod-transverse fixing rod connector, 603-diagonal bracing support.
Detailed Description
The following description is made with reference to the accompanying drawings and examples, but not to be construed as limiting the invention.
Examples are given. An assembly type formwork connecting structure is shown in figures 1 to 6 and comprises an assembly type component formwork, wherein connecting nodes matched with each other are arranged on the assembly type component formwork; the assembly type component template comprises an assembly type beam template 1, an assembly type slab template 2, an assembly type wall template 3 and an assembly type column template 4; the connecting nodes comprise beam-column template nodes 5 located between the assembled beam templates 1 and the assembled column templates 4, beam-slab template nodes 6 located between the assembled beam templates 1 and the assembled slab templates 2, wall-column template nodes 7 located between the assembled column templates 4 and the assembled wall templates 3, and wall-slab template nodes 8 located between the assembled slab templates 2 and the assembled wall templates 3.
The assembly type beam formwork 1 comprises a plurality of beam formworks 101, and beam formwork connecting pieces 102 are arranged between the adjacent beam formworks 101; and a beam template U-shaped fixing fastener 103 is arranged outside the assembly type beam template 1.
The assembled column formwork 4 comprises a plurality of column formwork 401, and column formwork connecting pieces 402 are arranged between adjacent column formwork 401; and a U-shaped fixing fastener 403 for the column template is arranged outside the assembled column template 4.
The fabricated plate formwork 2 comprises a plurality of metal plate formworks 201, formwork connecting pieces 202 are arranged between the adjacent metal plate formworks 201, and first longitudinal fixing rods 203 and first transverse fixing rods 204 are arranged below the metal plate formworks 201.
The assembled wall formwork 3 comprises a plurality of wallboard formworks 301, wallboard connecting pieces 302 are arranged between the adjacent wallboard formworks 301, and second longitudinal fixing rods 303 are arranged on the side faces of the wallboard formworks 301.
The beam column template node 5 comprises an L-shaped support 501 located between the assembled beam mould 1 and the assembled column mould 4, and an inclined mould support 502 is arranged on the L-shaped support 501.
The beam slab formwork node 6 includes a transverse fixing rod-U-shaped fixing fastener connector 601, a longitudinal fixing rod-transverse fixing rod connector 602, and a diagonal brace bracket 603.
And the wall column template node 7 is a U-shaped fixing piece.
The utility model discloses an installation
The assembled beam formwork comprises a beam formwork, a beam formwork connecting piece and a beam formwork U-shaped fixing fastener, wherein the beam formwork, the beam formwork connecting piece and the beam formwork U-shaped fixing fastener are formed by light metal formworks, and the beam formwork U-shaped fixing fastener is fixed on the periphery of the assembled beam formwork through a bolt connecting piece so as to reinforce the formwork and prevent the formwork from being exploded in the concrete pouring process. The light metal template realizes the extension of the beam template through the template connecting piece.
The assembled column formwork comprises a column formwork formed by light metal formworks, a column formwork connecting piece and a column formwork U-shaped fixing fastener; the U-shaped fixing fastener of the column template is fixed around the assembled column template through the bolt connecting piece so as to reinforce the template and prevent the template from being exploded in the concrete pouring process. The light metal template realizes the extension of the column template through the template connecting piece.
The first transverse fixing rod of the assembled plate mould is arranged on the second longitudinal fixing rod, a metal plate mould plate made of light metal materials is fixed on the first transverse fixing rod, and the metal plate mould plate achieves the extension of the plate mould through a mould plate connecting piece.
The adjacent wallboard template of assembled template passes through the wallboard connecting piece and links to each other, and the outside is fixed through second longitudinal fixation pole.
The beam column template node is connected with the inclined mould bracket through the L-shaped bracket to form a stable structure with a triangular section. The size of the L-shaped support is determined according to the sizes of the assembled beam molds and the assembled column molds, and the beam molds are connected with the column molds through the template connecting pieces.
The beam slab template node comprises a transverse fixed rod-U-shaped fixed fastener connecting piece, a longitudinal fixed rod-transverse fixed rod connecting piece and an inclined strut support. The cross section size of the transverse fixing rod is matched with that of the beam template U-shaped fixing fastener, connection is achieved through the transverse fixing rod-U-shaped fixing fastener connecting piece, node reinforcement is achieved through the inclined strut support, and reinforcement of the assembled template is achieved through the longitudinal fixing rod-transverse fixing rod connecting piece.
The wall column template node realizes the connection between the assembled column formwork and the assembled wall formwork by arranging the U-shaped fixing piece at the outer sides of the assembled column formwork and the assembled wall formwork.
The common reinforcement of the wallboard template is completed through the upper inclined strut and the lower inclined strut.
Claims (9)
1. The utility model provides an assembled formwork connection structure which characterized in that: the prefabricated member template is provided with connecting nodes which are matched with each other; the assembly type component template comprises an assembly type beam template (1), an assembly type slab template (2), an assembly type wall template (3) and an assembly type column template (4); the connecting node comprises a beam column template node (5) positioned between the assembled beam template (1) and the assembled column template (4), a beam slab template node (6) positioned between the assembled beam template (1) and the assembled slab template (2), a wall column template node (7) positioned between the assembled column template (4) and the assembled wall template (3) and a wall plate template node (8) positioned between the assembled slab template (2) and the assembled wall template (3).
2. The assembled formwork connecting structure according to claim 1, wherein: the assembly type beam formwork (1) comprises a plurality of beam formworks (101), and beam formwork connecting pieces (102) are arranged between the adjacent beam formworks (101); and a beam template U-shaped fixing fastener (103) is arranged outside the assembly type beam template (1).
3. The assembled formwork connecting structure according to claim 1, wherein: the assembled column formwork (4) comprises a plurality of column formwork (401), and column formwork connecting pieces (402) are arranged between adjacent column formwork (401); and a U-shaped fixing fastener (403) for the column template is arranged outside the assembled column template (4).
4. The assembled formwork connecting structure according to claim 1, wherein: the assembled plate formwork (2) comprises a plurality of metal plate formworks (201), formwork connecting pieces (202) are arranged between the adjacent metal plate formworks (201), and first longitudinal fixing rods (203) and first transverse fixing rods (204) are arranged below the metal plate formworks (201).
5. The assembled formwork connecting structure according to claim 1, wherein: the assembled wall formwork (3) comprises a plurality of wallboard formworks (301), wallboard connecting pieces (302) are arranged between the adjacent wallboard formworks (301), and second longitudinal fixing rods (303) are arranged on the side faces of the wallboard formworks (301).
6. The assembled formwork connecting structure according to claim 1, wherein: the beam column template node (5) comprises an L-shaped support (501) located between the assembly type beam mold (1) and the assembly type column mold (4), and an inclined mold support (502) is arranged on the L-shaped support (501).
7. The assembled formwork connecting structure according to claim 1, wherein: the beam slab template node (6) comprises a transverse fixed rod-U-shaped fixed fastener connecting piece (601), a longitudinal fixed rod-transverse fixed rod connecting piece (602) and an inclined strut support (603).
8. The assembled formwork connecting structure according to claim 1, wherein: the wall column template node (7) is a U-shaped fixing piece.
9. The assembled formwork connecting structure according to claim 1, wherein: the wallboard template nodes (8) comprise diagonal braces between the assembled template (2) and the assembled wall template (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123424895.6U CN217175688U (en) | 2021-12-28 | 2021-12-28 | Assembled formwork connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123424895.6U CN217175688U (en) | 2021-12-28 | 2021-12-28 | Assembled formwork connecting structure |
Publications (1)
| Publication Number | Publication Date |
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| CN217175688U true CN217175688U (en) | 2022-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123424895.6U Active CN217175688U (en) | 2021-12-28 | 2021-12-28 | Assembled formwork connecting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382170A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper-layer prefabricated vertical component |
-
2021
- 2021-12-28 CN CN202123424895.6U patent/CN217175688U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382170A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper-layer prefabricated vertical component |
| CN114382170B (en) * | 2021-12-21 | 2024-01-30 | 曹大燕 | Construction method of upper prefabricated vertical component |
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Effective date of registration: 20230506 Address after: 409-419, Floor 4, Martial Arts Hall Building, 168 Yugu Road, Xihu District, Hangzhou City, Zhejiang Province, 310013 (singular) Patentee after: Jiedi Design Group Co.,Ltd. Address before: 310007 Room 102, No. 157 baishaquan, Beishan street, Xihu District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Jiedi Construction Management Co.,Ltd. |
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| TR01 | Transfer of patent right |