CN218952787U - Assembled combined detachable bottom die steel bar truss template structure - Google Patents
Assembled combined detachable bottom die steel bar truss template structure Download PDFInfo
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- CN218952787U CN218952787U CN202223336165.5U CN202223336165U CN218952787U CN 218952787 U CN218952787 U CN 218952787U CN 202223336165 U CN202223336165 U CN 202223336165U CN 218952787 U CN218952787 U CN 218952787U
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- steel bar
- bar truss
- connecting piece
- base plate
- bottom die
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Abstract
The utility model discloses an assembled combined detachable bottom die steel bar truss template structure. From bottom to top: base plate, connecting piece and steel bar truss; the base plate is fixedly connected with the connecting piece through the high-strength outer hexagon screw, then the steel bar truss is welded to form a combined body, and the base plate can be detached and reused and is applied to the beam, the column, the floor slab, the stairs and other parts of the building concrete structure and the steel structure. The cast-in-situ reinforced concrete floor slab has reasonable design, various performances meet the related technical requirements of bearing capacity, deformation and the like of cast-in-situ reinforced concrete floor slabs, beam slabs and columns, the strength is high, the durability is good, the bottom die is detachable and reusable, the environmental pollution and the resource waste are avoided, the field reinforcement binding amount can be reduced, the labor cost is saved, the construction period is shortened, and the construction efficiency is improved.
Description
Technical Field
The utility model relates to the technical field of building construction templates, in particular to an assembled combined detachable bottom die steel bar truss template structure.
Background
The traditional building construction mostly adopts a concrete cast-in-place mode, but under the strong pushing of the lower assembly type, the detachable bottom die can reduce the binding amount of the steel bars on site, can be recycled, avoids environmental pollution and resource waste, and can provide more material choices for construction enterprises.
Disclosure of Invention
The utility model discloses an assembled combined detachable bottom die steel bar truss template structure which is applied to the parts of beams, columns, floors, stairs and the like of a building concrete structure and a building steel structure.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides an assembled combined detachable bottom die steel bar truss template structure, which comprises the following components from bottom to top: base plate, connecting piece and steel bar truss;
the base plate is fixedly connected with the connecting piece through a high-strength outer hexagon screw; and welding the steel bar truss on one side, which is away from the substrate, of the connecting piece, wherein the substrate, the connecting piece and the steel bar truss form a combination body.
The profiled steel sheet or the bamboo plywood is used as a base plate, is fixedly connected with a high-strength outer hexagon screw through a connecting piece, is welded on one side, deviating from the base plate, of the connecting piece to form a combination body by the steel bar truss, and is applied to the positions of beams, columns, floors, stairs and the like of a building concrete structure and a steel structure. The cast-in-situ reinforced concrete floor slab, beam slab and column with various performances meet the related technical requirements of bearing capacity, deformation and the like, the cast-in-situ reinforced concrete floor slab, beam slab and column with high strength and high durability is detachable and reusable, environmental pollution and resource waste are avoided, the on-site reinforcement binding amount can be reduced, the labor cost is saved, the construction period is shortened, the construction efficiency is improved, the energy is saved, the environment is protected, and the novel prefabricated formwork meeting the assembly type requirements is realized.
Optionally, the connecting piece is a combination connecting piece of a steel keel and a plastic piece in a shape like a Chinese character 'ji'.
Optionally, the substrate is a profiled steel sheet.
Optionally, the substrate is a bamboo plywood.
Drawings
FIG. 1 is a schematic view of an assembled composite removable bottom mold steel bar truss formwork structure of the present utility model;
FIG. 2 is a schematic structural view of the connector of the present utility model;
fig. 3 is a schematic structural view-sectional view of the connector of the present utility model.
Icon: 1-a substrate; a 2-connector; 3-high-strength outer hexagonal screws; 4-a steel bar truss; 5-U-shaped steel keels; 6-plastic parts; 7-the connector is preformed with holes.
Detailed Description
The technical solutions of the novel embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1, the embodiment of the utility model provides an assembled combined detachable bottom die steel bar truss template structure which is applied to beams, columns, floors, stairs and other parts of a building concrete structure and a building steel structure. The profiled steel sheet or the bamboo plywood is used as a base plate 1, a connecting piece 2 (a connecting piece combining a steel joist 5 with a plastic piece 6) is screwed into a connecting piece preformed hole 7 by a high-strength outer hexagonal screw 3 for fixed connection, and then a steel bar truss 4 is welded on the connecting piece to form a combined body.
The method is applied to the parts of beams, columns, floors, stairs and the like of building concrete structures and building steel structures. The cast-in-situ reinforced concrete floor slab, beam slab and column with various performances meet the related technical requirements of bearing capacity, deformation and the like, the cast-in-situ reinforced concrete floor slab, beam slab and column with high strength and durability is high, the bottom die can be dismantled for reuse, environmental pollution and resource waste are avoided, the on-site reinforcement binding amount can be reduced, the labor cost is saved, the construction period is shortened, the construction efficiency is improved, and the cast-in-situ reinforced concrete floor slab is a novel prefabricated template meeting the national energy-saving environment-friendly and assembly requirements.
Optionally, the connecting piece is a combination connecting piece of a steel keel and a plastic piece in a shape like a Chinese character 'ji'.
Optionally, the substrate is a profiled steel sheet.
Optionally, the substrate is a bamboo plywood.
Various modifications and alterations to this embodiment of this utility model may be made by those skilled in the art without departing from the spirit and scope of this utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (5)
1. The utility model provides a removable die block steel bar truss template structure of assembled combination which characterized in that includes from down: the device comprises a substrate, a connecting piece and a steel bar truss;
the base plate is fixedly connected with the connecting piece through a high-strength outer hexagon screw; and welding the steel bar truss on one side, which is away from the substrate, of the connecting piece, wherein the substrate, the connecting piece and the steel bar truss form a combination body.
2. The assembled composite removable bottom die steel bar truss formwork structure of claim 1, wherein the connecting piece is a combination connecting piece of a steel joist and a plastic piece, and the combination connecting piece of the steel joist and the plastic piece is used for fixing and abutting the steel bar truss.
3. The assembled composite removable bottom die steel bar truss formwork structure as recited in claim 1, wherein the connecting member is a combination connecting member of a steel joist and a plastic member.
4. The assembled modular removable bottom form steel bar truss formwork structure of claim 1, wherein the base plate is a profiled steel sheet.
5. The assembled modular removable bottom form steel bar truss formwork structure of claim 1, wherein the base plate is a bamboo plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223336165.5U CN218952787U (en) | 2022-12-14 | 2022-12-14 | Assembled combined detachable bottom die steel bar truss template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223336165.5U CN218952787U (en) | 2022-12-14 | 2022-12-14 | Assembled combined detachable bottom die steel bar truss template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218952787U true CN218952787U (en) | 2023-05-02 |
Family
ID=86134879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223336165.5U Active CN218952787U (en) | 2022-12-14 | 2022-12-14 | Assembled combined detachable bottom die steel bar truss template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218952787U (en) |
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2022
- 2022-12-14 CN CN202223336165.5U patent/CN218952787U/en active Active
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