Concrete laminated slab prefabricated part mold
By designing the prefabricated mold of concrete laminated plates and using bolt assembly and force sheets to fix the steel mesh, the accurate positioning problem of steel mesh in the anti-ablative laminated plates is solved, the molding quality and production efficiency are improved, and the defects of traditional methods are avoided.
Patent Information
- Application Number
- CN202510618809.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-14
- Publication Date
- 2025-07-11
AI Technical Summary
The lack of prefabricated molds suitable for anti-ablative concrete linings in the prior art leads to a long construction period and it is difficult to ensure the accurate positioning and forming quality of the steel mesh in the anti-ablative stacked plate.
Design a concrete laminated plate prefabricated mold, assemble various parts by bolts and fix the steel mesh in the center of the mold using a force piece to ensure the accurate positioning and suspension of the steel mesh in the interior, and avoid the fire-facing defects caused by the use of traditional pads.
The accurate positioning of steel mesh in anti-ablative laminated plate is achieved and the molding quality is guaranteed, production efficiency is improved, local defects caused by traditional methods are avoided, and design distance requirements are met.
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Figure CN120287411A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the field of molds, and particularly to a mold for precast concrete composite slabs. Background Art
[0002] In industries such as metallurgy, cement production, aerospace, etc., it is necessary to build kilns and diversion parts, and their stressed parts are generally made of steel or cast-in-place reinforced concrete, and the inner surface of the steel and cast-in-place reinforced concrete is a concrete lining layer for preventing ablation. For the construction method of the concrete lining layer for preventing ablation, the concrete lining layer for preventing ablation is constructed after the corresponding structural parts are completed, and the construction period of this construction method is long. By prefabricating the concrete lining layer for preventing ablation composite slab and using it as a formwork when generating the structural part concrete, a composite slab system can be formed, which can effectively improve the generation efficiency. The external shape and internal steel bar mesh structure of the precast part of the concrete lining layer for preventing ablation are relatively complex. To ensure the production and forming quality, a special casting mold needs to be designed for the casting forming method. Summary of the Invention
[0003] The present invention aims to provide a mold for precast concrete composite slabs, which solves the problem that there is no precast mold for the concrete lining layer for preventing ablation in the prior art.
[0004] To achieve the above object, the technical solution of the present invention is as follows: A mold for precast concrete composite slabs, where each component is assembled into a mold box through bolts, components such as steel bars inside the composite slab are assembled, and then the assembled internal steel bar mesh of the composite slab is supported in the center of the mold through supporting pieces, ensuring the accurate positioning of each component inside the composite slab.
[0005] Further, each component of the mold includes a side wall plate for preventing ablation, a joint template for the upper convex part, a lower joint template for the lower concave part, a middle joint template for the lower concave part, an upper joint template for the lower concave part, a joint template for the left concave part, a joint template for the left convex part, a joint template for the right concave part, a joint template for the right convex part, a supporting plate, and a supporting piece.
[0006] Further, the operation of supporting the assembled internal steel bar mesh of the composite slab in the center of the mold through supporting pieces is to wrap each group of supporting plates around the corresponding steel sleeve from both sides, then embed the supporting pieces into the steel bar mesh connectors, and support the steel bar mesh on the supporting plates.
[0007] Compared with the prior art, the beneficial effects of this solution are as follows:
[0008] This solution ensures the accurate positioning of components such as the steel bar mesh in the mold for the ablation-proof composite slab. During the casting and forming process of the ablation-proof composite slab, components such as the internal steel bar mesh are suspended inside, ensuring that the distance between the steel bar mesh and the fire-facing surface meets the design requirements, and avoiding local defects on the fire-facing surface caused by using traditional pads, thereby affecting the ablation-proof effect. Brief Description of the Drawings
[0009] Figure 1 It is a schematic diagram of a mold for precast concrete composite slabs of the present invention. Specific embodiments
[0010] The present invention will be further described in detail below through specific embodiments:
[0011] The reference numerals in the accompanying drawings of the specification include: 1 anti-ablative surface side wall plate; 2 lower concave part lower splicing template; 3 lower concave part middle splicing template; 4 lower concave part upper splicing template; 5 upper convex part splicing template; 6 right concave part splicing template; 7 right convex part splicing template; 8 left concave part splicing template; 9 left convex part splicing template; 10 erection plate; 11 erection piece.
[0012] Embodiment
[0013] As Figure 1 shown, a mold for precast concrete composite slabs includes an anti-ablative surface side wall plate 1, a lower concave part lower splicing template 2, a lower concave part middle splicing template 3, a lower concave part upper splicing template 4, an upper convex part splicing template 5, a right concave part splicing template 6, a right convex part splicing template 7, a left concave part splicing template 8, a left convex part splicing template 9, an erection plate 10, and an erection piece 11.
[0014] Each component is assembled into a mold in the following order: lay the anti-ablative surface side wall plate 1 flat, connect the lower concave part lower splicing template 2 to the anti-ablative surface side wall plate 1, connect the lower concave part middle splicing template 3 to the lower concave part lower splicing template 2, connect the lower concave part upper splicing template 4 to the lower concave part middle splicing template 3, connect the upper convex part splicing template 5 to the anti-ablative surface side wall plate 1, connect the right concave part splicing template 6 to the anti-ablative surface side wall plate 1, the lower concave part lower splicing template 2, the lower concave part middle splicing template 3, and the upper convex part splicing template 5, connect the right convex part splicing template 7 to the lower concave part upper splicing template 4 and the right concave part splicing template 6, connect the left concave part splicing template 8 to the anti-ablative surface side wall plate 1, the lower concave part lower splicing template 2, the lower concave part middle splicing template 3, the lower concave part upper splicing template 4, and the upper convex part splicing template 5, and connect the left convex part splicing template 9 to the left concave part splicing template 8. Place components such as a steel bar mesh into the mold, wrap each group of erection plates 10 around the corresponding steel sleeves from both sides, then embed the erection pieces 11 into the steel bar mesh connectors, place the steel bar mesh on the erection plates 10 to make the steel bar mesh in place accurately, and then the anti-ablative precast components can be poured. Demold in the reverse order of the above assembly.
[0015] The above are only embodiments of the present invention, and common knowledge such as specific structures and / or characteristics known in the art are not described in detail herein. It should be noted that for those skilled in the art, without departing from the structure of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the implementation effect of the present invention and the practicality of the patent. The protection scope required by this application shall be subject to the content of its claims, and the specific implementation manners and the like recorded in the specification can be used to interpret the content of the claims.
Claims
1. A precast mold for a concrete composite slab, characterized in that: Each component of the mold includes an anti-ablation side wall plate, a splicing template for the upper convex part, a lower splicing template for the lower concave part, a middle splicing template for the lower concave part, an upper splicing template for the lower concave part, a splicing template for the left concave part, a splicing template for the left convex part, a splicing template for the right concave part, a splicing template for the right convex part, a framework plate, and a framework piece. Assemble each component into a mold box, assemble components such as steel bars inside the laminated slab, and then place the assembled steel bar mesh inside the laminated slab on the center of the mold through the framework piece to ensure the accurate positioning of each component inside the laminated slab.
2. The precast mold for a concrete composite slab according to claim 1, characterized in that: Each component of the mold is assembled into a mold box by bolts.
3. A precast mold for a concrete composite slab, characterized in that: Placing the assembled steel bar mesh inside the laminated slab on the center of the mold through the framework piece means wrapping each group of framework plates around the corresponding steel sleeve from both sides, then inserting the framework piece into the steel bar mesh connector, and placing the steel bar mesh on the framework plate.