Composite cement prefabricated slab
By setting foamed cement layers and nesting second reinforcement mesh on both sides of the fiber cement layer of the cement prefabricated board, and using vertically crossed support reinforcements to enhance the structure, the problems of insufficient skeleton strength and cracking are solved, and higher structural strength and stability are achieved.
Patent Information
- Application Number
- CN202422470595.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-13
- Publication Date
- 2025-08-12
- Estimated Expiration
- 2034-10-13
AI Technical Summary
The skeleton structure of existing cement prefabricated panels is insufficient, resulting in poor unidirectional reinforcement effect and easy cracking, affecting building quality.
A foamed cement layer is provided on both sides of the fiber cement layer, and a second reinforcement mesh is nested therein. The skeleton is arranged vertically by a plurality of first and second supporting reinforcements, combining the crack-resistant wire mesh to enhance structural strength and stability.
It improves the overall structural strength and stability of cement prefabricated panels, reduces cracking and improves building quality.
Smart Images
Figure CN223214824U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of cement prefabricated panels, in particular to a composite cement prefabricated panel. Background Art
[0002] Precast cement panels are the floor slabs used in early construction, essentially the modules or panels required for construction. To create these panels, a hollow mold is created by nailing wooden planks together. Steel is then placed in the hollows, and the hollows are filled with cement. Once the concrete is dry, the planks are removed.
[0003] At present, most existing cement precast panels use unidirectional parallel steel bars as the keel, which has a poor skeleton effect and can only strengthen the strength of the cement precast panels in one direction. In addition, general cement precast panels also have the defect of easy surface cracking, which affects the quality of the building. Utility Model Content
[0004] The purpose of the utility model is to provide a composite cement prefabricated board to solve the problems raised in the above background technology.
[0005] In order to achieve the above-mentioned purpose, the present invention provides the following technical solution: a composite cement prefabricated board, comprising:
[0006] A fiber cement layer, wherein a foamed cement layer is provided on both the upper and lower sides of the fiber cement layer, and a second reinforcing mesh is embedded in the foamed cement layer;
[0007] The skeleton is provided with two groups, and the two groups of skeletons are respectively arranged on both sides of the fiber cement layer. The skeleton is embedded in the foamed cement layer. The skeleton includes multiple first support reinforcements and multiple second support reinforcements. The multiple first support reinforcements and the multiple second support reinforcements are arranged vertically and crosswise.
[0008] Preferably, the overall structural composition of the first support reinforcement is the same as the overall structural composition of the second support reinforcement. The first support reinforcement and the second support reinforcement both include a plurality of trapezoidal plates, the bottoms of the trapezoidal plates are open, and a connecting plate is connected between the bottoms of two adjacent trapezoidal plates.
[0009] Preferably, the first support reinforcement member and the second support reinforcement member are both formed by bending and processing in an integrated manner, so that the first support reinforcement member and the second support reinforcement member have high structural strength and are easy to process.
[0010] Preferably, the connecting plate on the first supporting reinforcement is in conflict with the connecting plate on the second supporting reinforcement, and the connecting plate is connected to the fiber cement layer by bolts, so that the connection between the frame and the fiber cement layer is simple and firm and not easy to separate.
[0011] Preferably, the second reinforcing mesh is made of crack-resistant steel wire mesh, which makes the first reinforcing mesh structurally strong. The second reinforcing mesh is located on the side of the skeleton away from the fiber cement layer. The structural strength of the foamed cement layer is improved by the second reinforcing mesh and the skeleton, and the stability and anti-cracking effect of the foamed cement layer are enhanced.
[0012] Preferably, the first support reinforcement and the second support reinforcement are made of metal material with high structural strength. The first support reinforcement and the second support reinforcement can effectively increase the structural strength of the foamed cement layer.
[0013] Preferably, a first reinforcing mesh is embedded in the fiber cement layer. The first reinforcing mesh is made of crack-resistant steel wire mesh, so that the first reinforcing mesh has high structural strength. The first reinforcing mesh improves the stability and crack-proof effect of the fiber cement layer.
[0014] In the above technical solution, the technical effects and advantages provided by the utility model are:
[0015] 1. A skeleton is connected to both sides of the fiber cement layer, and a foamed cement layer is poured on both sides of the fiber cement layer. The foamed cement layer wraps the skeleton. The skeleton is composed of a plurality of first supporting reinforcement members and a plurality of second supporting reinforcement members. The plurality of first supporting reinforcement members and the plurality of second supporting reinforcement members are arranged vertically and crosswise. At the same time, a second reinforcing net is nested in the foamed cement layer. The skeleton and the second reinforcing net cooperate with each other, effectively increasing the structural strength of the foamed cement layer, while enhancing the stability and anti-cracking effect of the foamed cement layer.
[0016] 2. By embedding the first reinforcing mesh in the fiber cement layer, the first reinforcing mesh has a high structural strength, thereby improving the stability and anti-cracking effect of the fiber cement layer, thereby improving the overall structural strength. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. Obviously, the drawings described below are only some embodiments recorded in the present invention. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.
[0018] Figure 1 It is a cross-sectional view of the utility model;
[0019] Figure 2 This is a schematic diagram of the connection between the fiber cement layer and the skeleton of the utility model;
[0020] Figure 3 This is a front view of the first supporting reinforcement member of the present invention;
[0021] Figure 4This is a schematic structural diagram of the first supporting reinforcement member of the present utility model.
[0022] Description of reference numerals:
[0023] 10. Fiber cement layer; 11. First reinforcing mesh; 20. Foamed cement layer; 21. Second reinforcing mesh; 30. Skeleton; 31. First supporting reinforcement; 32. Second supporting reinforcement; 33. Trapezoidal plate; 34. Connecting plate. DETAILED DESCRIPTION
[0024] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings.
[0025] The utility model provides Figures 1 to 4 A composite cement prefabricated panel is shown, comprising:
[0026] A fiber cement layer 10, with foamed cement layers 20 provided on both the upper and lower sides of the fiber cement layer 10, and a second reinforcing mesh 21 embedded in the foamed cement layer 20;
[0027] The skeleton 30 is provided with two groups, and the two groups of skeletons 30 are respectively arranged on both sides of the fiber cement layer 10. The skeleton 30 is embedded in the foamed cement layer 20. The skeleton 30 includes multiple first support reinforcements 31 and multiple second support reinforcements 32. The multiple first support reinforcements 31 and the multiple second support reinforcements 32 are arranged vertically and crosswise.
[0028] The overall structural composition of the first support reinforcement 31 is the same as the overall structural composition of the second support reinforcement 32. The first support reinforcement 31 and the second support reinforcement 32 both include multiple trapezoidal plates 33. The bottoms of the trapezoidal plates 33 are open, and a connecting plate 34 is connected between the bottoms of two adjacent trapezoidal plates 33.
[0029] The first support reinforcement member 31 and the second support reinforcement member 32 are both formed by bending and processing in an integrated manner, so that the first support reinforcement member 31 and the second support reinforcement member 32 have high structural strength and are easy to process.
[0030] The connecting plate 34 on the first supporting reinforcement 31 conflicts with the connecting plate 34 on the second supporting reinforcement 32 , and the connecting plate 34 and the fiber cement layer 10 are connected by bolts, so that the connection between the frame 30 and the fiber cement layer 10 is simple and reliable and not easy to separate.
[0031] The second reinforcing mesh 21 is made of crack-resistant steel wire mesh, which makes the structural strength of the first reinforcing mesh 11 greater. The second reinforcing mesh 21 is located on the side of the skeleton 30 away from the fiber cement layer 10. The structural strength of the foamed cement layer 20 is improved by the second reinforcing mesh 21 and the skeleton 30, and the stability and anti-cracking effect of the foamed cement layer 20 are enhanced.
[0032] The first supporting reinforcement 31 and the second supporting reinforcement 32 are made of metal material and have high structural strength. The first supporting reinforcement 31 and the second supporting reinforcement 32 can effectively increase the structural strength of the foamed cement layer 20.
[0033] A first reinforcing mesh 11 is embedded in the fiber cement layer 10 . The first reinforcing mesh 11 is made of crack-resistant steel wire mesh, which makes the first reinforcing mesh 11 have high structural strength. The first reinforcing mesh 11 improves the stability and crack-proof effect of the fiber cement layer 10 .
[0034] In the present invention, a skeleton 30 is connected to both sides of the fiber cement layer 10, and a foamed cement layer 20 is cast on both sides of the fiber cement layer 10. The foamed cement layer 20 wraps the skeleton 30. The skeleton 30 is composed of a plurality of first supporting reinforcements 31 and a plurality of second supporting reinforcements 32. The plurality of first supporting reinforcements 31 and the plurality of second supporting reinforcements 32 are vertically cross-arranged. At the same time, a second reinforcing net 21 is nested in the foamed cement layer 20. The skeleton 30 and the second reinforcing net 21 cooperate with each other to effectively increase the structural strength of the foamed cement layer 20, and at the same time enhance the stability and anti-cracking effect of the foamed cement layer 20.
[0035] The above description is merely illustrative of certain exemplary embodiments of the present invention. It goes without saying that those skilled in the art will be able to modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and description are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.
Claims
1. A composite cement prefabricated board, characterized in that: include: A fiber cement layer (10), wherein a foamed cement layer (20) is provided on both the upper and lower sides of the fiber cement layer (10), and a second reinforcing mesh (21) is embedded in the foamed cement layer (20); A skeleton (30), wherein the skeleton (30) is provided with two groups, and the two groups of the skeletons (30) are respectively arranged on both sides of the fiber cement layer (10), and the skeleton (30) is embedded in the foamed cement layer (20), and the skeleton (30) includes a plurality of first supporting reinforcements (31) and a plurality of second supporting reinforcements (32), and the plurality of first supporting reinforcements (31) and the plurality of second supporting reinforcements (32) are arranged vertically and crosswise.
2. The composite cement prefabricated board according to claim 1, characterized in that: The overall structural composition of the first support reinforcement member (31) is the same as the overall structural composition of the second support reinforcement member (32). The first support reinforcement member (31) and the second support reinforcement member (32) both include a plurality of trapezoidal plates (33), the bottoms of the trapezoidal plates (33) are open, and a connecting plate (34) is connected between the bottoms of two adjacent trapezoidal plates (33).
3. The composite cement prefabricated board according to claim 1, characterized in that: The first supporting reinforcement member (31) and the second supporting reinforcement member (32) are both manufactured by integral bending.
4. The composite cement prefabricated board according to claim 1, characterized in that: The connecting plate (34) on the first supporting reinforcement (31) is in conflict with the connecting plate (34) on the second supporting reinforcement (32), and the connecting plate (34) is connected to the fiber cement layer (10) via bolts.
5. The composite cement prefabricated board according to claim 1, characterized in that: The second reinforcing mesh (21) is made of a crack-resistant steel wire mesh, and the second reinforcing mesh (21) is located on a side of the skeleton (30) away from the fiber cement layer (10).
6. The composite cement prefabricated board according to claim 1, characterized in that: The first support reinforcement member (31) and the second support reinforcement member (32) are made of metal.
7. The composite cement prefabricated board according to claim 1, characterized in that: A first reinforcing mesh (11) is embedded in the fiber cement layer (10), and the first reinforcing mesh (11) is made of anti-cracking steel wire mesh.