High-strength wear-resistant building terrace structure

Abstract

The utility model relates to the technical field of building construction, and discloses a high-strength anti-abrasion building terrace structure which comprises a soil layer, a concrete layer is poured on the upper surface of the soil layer, a reinforcing assembly is inserted in the concrete layer and comprises an anchoring pile and a connecting rib, the anchoring pile is inserted in the concrete layer, and the connecting rib is connected with the anchoring pile. Connecting ribs are fixedly arranged at the tops of the anchoring piles and are in a longitudinally and transversely interwoven shape, a plurality of reinforcing ribs are fixedly arranged at the bottoms of the interwoven positions of the connecting ribs, grids are arranged below the connecting ribs, and the reinforcing ribs and the anchoring piles penetrate through the grids to be fixedly connected with a concrete layer. And a damping assembly is fixedly arranged at the top of the connecting rib. According to the utility model, the reinforcing component and the damping component are matched with each other, so that the floor has higher strength when being subjected to gravity, the cracking possibility of the floor is effectively reduced, the impact resistance of the floor is improved, and the damping and buffering effects of the floor are improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a high-strength and wear-resistant building floor structure. Background Art

[0002] Flooring refers to the use of specific materials and processes to construct the original ground and present a certain decorative and functional ground. It usually needs to have moisture-proof, waterproof, warm and wear-resistant properties.

[0003] Patent document CN217205081U discloses a floor structure comprising a support base, a floor, and a flooring layer. The support base is disposed beneath the floor to support the floor, and the flooring layer is laid on the floor. The present invention employs a support base as a supporting structure and a flooring layer on the floor. The support base supports the floor, and when the base floor is uneven, the support base can be used to level the uneven base floor. Compared to self-leveling, the present invention's floor structure requires no maintenance, significantly shortening the construction cycle. Furthermore, laying the flooring layer on the floor effectively prevents contamination and facilitates cleaning.

[0004] This floor structure does not require maintenance, which can greatly shorten the construction period. In addition, laying a floor glue layer on the floor can effectively prevent dirt and facilitate cleaning. However, the above floor structure does not have a structure to increase strength, resulting in defects such as low floor strength, poor impact resistance, and easy breakage. This seriously limits its use in some occasions with high mechanical performance requirements, resulting in a narrow scope of application and low practicality. Therefore, a high-strength and wear-resistant building floor structure is provided to improve it. Utility Model Content

[0005] In order to make up for the above shortcomings, the utility model provides a high-strength and wear-resistant building floor structure, which aims to improve the comparative documents that do not have a structure to increase strength, resulting in defects such as low floor strength, poor impact resistance, and easy breakage, which seriously limits its use in some occasions with high mechanical performance requirements, resulting in a narrow scope of application and low practicality.

[0006] In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions: a high-strength and wear-resistant building floor structure, comprising a soil layer, a concrete layer poured on the upper surface of the soil layer, a reinforcement component inserted in the concrete layer, the reinforcement component comprising anchor piles and connecting bars, anchor piles inserted in the interior of the concrete layer, the top of the anchor piles is fixedly provided with connecting bars, the connecting bars are interwoven in a vertical and horizontal manner, a plurality of reinforcing bars are fixedly provided at the bottom of the interwoven parts of the connecting bars, a grille is provided below the connecting bars, the reinforcing bars and the anchor piles are both passed through the grille and fixedly connected to the concrete layer, a shock-absorbing component is fixedly provided on the top of the connecting bars, and a waterproof and moisture-proof layer is fixedly provided on the top of the shock-absorbing component;

[0007] The shock-absorbing assembly includes a shock-absorbing plate and a shock-absorbing cavity. There are two shock-absorbing plates, and a shock-absorbing cavity is arranged between the two shock-absorbing plates. Several elastomers are arranged inside the shock-absorbing cavity. Expansion joints are arranged at the joints of the elastomers. The elastomers are of trapezoidal column design, and the material of the elastomers is polyurethane.

[0008] As a further description of the above technical solution:

[0009] A metal anti-cracking pad is fixedly provided on the top of the waterproof and moisture-proof layer, a flexible anti-cracking inhibition membrane is fixedly provided on the top of the metal anti-cracking pad, a polyurethane covering layer is fixedly provided on the top of the flexible anti-cracking inhibition membrane, a wear-resistant layer is provided on the top of the polyurethane covering layer, and the surface of the wear-resistant layer is coated with a diamond abrasive sealing layer.

[0010] As a further description of the above technical solution:

[0011] The material of the waterproof and moisture-proof layer is vinyl chloride paint, and the thickness of the waterproof and moisture-proof layer is between 10-20 mm.

[0012] As a further description of the above technical solution:

[0013] The material of the metal anti-cracking pad is steel fiber concrete, the material of the wear-resistant layer is epoxy grindstone, and the thickness of the wear-resistant layer is between 0.3 and 0.8 centimeters.

[0014] As a further description of the above technical solution:

[0015] The material of the diamond sand sealing layer is diamond sand sealing curing agent, and the thickness of the diamond sand sealing layer is between 2.5-3.5 mm.

[0016] In summary, due to the adoption of the above technical solution, the beneficial effects of this application are:

[0017] 1. In the present invention, the cooperation between the reinforcement components and the shock-absorbing components makes the floor have higher strength when subjected to gravity, effectively reducing the possibility of floor cracking, while increasing the impact resistance of the floor and improving the shock-absorbing and buffering effect of the floor.

[0018] 2. In the present invention, by arranging the cooperation between the diamond abrasive sealing layer, the wear-resistant layer, the polyurethane covering layer, the flexible anti-cracking inhibition film and the metal anti-cracking cushion layer, the floor can have higher wear resistance, and at the same time, it is excellent in dustproof, anti-cracking, weather resistance, corrosion resistance and anti-slip properties. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 This is a cross-sectional view of the overall structure of a high-strength, wear-resistant building floor structure proposed by the utility model;

[0020] Figure 2 This is a three-dimensional diagram of the connection between the connecting ribs and the grid of a high-strength and wear-resistant building floor structure proposed by the utility model;

[0021] Figure 3 This is a schematic diagram of the separation of the waterproof and moisture-proof layer, metal anti-cracking cushion layer, flexible anti-cracking inhibition membrane and polyurethane cover layer of a high-strength and wear-resistant building floor structure proposed by the utility model;

[0022] Figure 4 This is an enlarged view of point A of a high-strength, wear-resistant building floor structure proposed in the present invention.

[0023] Legend:

[0024] 1. Soil layer; 2. Concrete layer; 3. Anchor piles; 4. Connecting ribs; 5. Reinforcing ribs; 6. Grille; 7. Waterproof and moisture-proof layer; 8. Shock-absorbing plate; 9. Shock-absorbing cavity; 10. Elastomer; 11. Expansion joint; 12. Metal anti-cracking cushion layer; 13. Flexible anti-cracking inhibition membrane; 14. Polyurethane cover layer; 15. Wear-resistant layer; 16. Diamond abrasive sealing layer. DETAILED DESCRIPTION

[0025] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0026] Reference Figure 1-4The utility model provides an embodiment: a high-strength and wear-resistant building floor structure, comprising a soil layer 1, a concrete layer 2 is poured on the upper surface of the soil layer 1, a reinforcement component is inserted into the concrete layer 2, the reinforcement component comprises an anchor pile 3 and a connecting rib 4, an anchor pile 3 is inserted into the interior of the concrete layer 2, a connecting rib 4 is fixedly provided on the top of the anchor pile 3, the connecting rib 4 is woven vertically and horizontally, a plurality of reinforcing ribs 5 are fixedly provided at the bottom of the interwoven part of the connecting rib 4, a grille 6 is provided below the connecting rib 4, the reinforcing rib 5 and the anchor pile 3 are all passed through the grille 6 and are fixedly connected to the concrete layer 2, a shock-absorbing component is fixedly provided on the top of the connecting rib 4, and a waterproof and moisture-proof layer 7 is fixedly provided on the top of the shock-absorbing component;

[0027] The shock-absorbing assembly includes a shock-absorbing plate 8 and a shock-absorbing cavity 9. There are two shock-absorbing plates 8, and a shock-absorbing cavity 9 is arranged between the two shock-absorbing plates 8. Several elastomers 10 are arranged inside the shock-absorbing cavity 9. Expansion joints 11 are arranged at the joints of the elastomers 10. The elastomers 10 are of trapezoidal column design, and the material of the elastomers 10 is polyurethane.

[0028] By setting a concrete layer 2 as a reinforcement carrier between the floor and the soil layer 1, the grid 6 and the connecting ribs 4 and the multiple reinforcing ribs 5 and anchor piles 3 at the bottom are inserted and poured into the inner cavity of the concrete layer 2 until the anchor piles 3 and the reinforcing ribs 5 are completely immersed, so that the floor has higher strength when subjected to gravity, effectively reducing the possibility of cracking of the floor, and placing two shock-absorbing plates 8 on the solidified concrete, and fixing multiple elastomers 10 between the two shock-absorbing plates 8, and leaving certain expansion grooves and shock-absorbing cavities 9 between the multiple elastomers 10. When the shock-absorbing plates 8 are squeezed by gravity, the elastomers 10 in the shock-absorbing cavity 9 are driven to shrink and expand outward, thereby filling the expansion joints 11 to achieve the purpose of buffering. At the same time, a waterproof and moisture-proof layer 7 is applied to the surface of the support plate located on the top of the elastomer 10 to prevent water vapor from entering the elastomer 10.

[0029] A metal anti-cracking pad 12 is fixedly provided on the top of the waterproof and moisture-proof layer 7, a flexible anti-cracking inhibition membrane 13 is fixedly provided on the top of the metal anti-cracking pad 12, a polyurethane covering layer 14 is fixedly provided on the top of the flexible anti-cracking inhibition membrane 13, a wear-resistant layer 15 is provided on the top of the polyurethane covering layer 14, and the surface of the wear-resistant layer 15 is coated with a diamond abrasive sealing layer 16.

[0030] By arranging a metal anti-cracking pad 12 between the waterproof and moisture-proof layer 7 and the flexible anti-cracking inhibition membrane 13, the connection strength between the two layers can be improved. By arranging a polyurethane covering layer 14 on the flexible anti-cracking inhibition membrane 13, the cooperation of the two can further achieve excellent wear resistance and flexibility, can withstand severe impact and mechanical wear, and is not easy to crack or delaminate.

[0031] The material of the waterproof and moisture-proof layer 7 is vinyl chloride paint, and the thickness of the waterproof and moisture-proof layer 7 is between 10-20 mm.

[0032] By applying a waterproof and moisture-proof layer 7 on the surface of the support plate on top of the elastic body 10, good waterproof and anti-corrosion properties can be achieved, preventing the penetration of water vapor and oxygen.

[0033] The material of the metal anti-cracking pad 12 is steel fiber concrete, the material of the wear-resistant layer 15 is epoxy grindstone, and the thickness of the wear-resistant layer 15 is between 0.3 cm and 0.8 cm.

[0034] By setting the material of the wear-resistant layer 15 to epoxy grindstone, it not only has good waterproof and moisture-proof properties, but can also effectively prevent the ground from getting damp, moldy and deformed, and has high fire resistance. At the same time, setting the material of the metal anti-cracking cushion layer 12 to steel fiber concrete, the compressive strength and tensile strength of the steel fiber concrete are higher than those of ordinary concrete, and it can withstand greater loads. The randomly distributed steel fibers can effectively hinder the expansion of micro cracks in the concrete and the formation of macro cracks.

[0035] The material of the corundum sealing layer 16 is corundum sealing curing agent, and the thickness of the corundum sealing layer 16 is between 2.5 mm and 3.5 mm.

[0036] By arranging the diamond sand sealing layer 16 on the outermost surface of the floor, not only the surface strength and hardness of the floor are increased, but also the wear resistance, pressure resistance and impact resistance are linearly increased.

[0037] The implementation principle of the embodiment of the high-strength and wear-resistant building floor structure of the present application is as follows: during the construction of the floor, a concrete layer 2 is first poured on the surface of the soil layer 1 where the floor is to be built, and then the grid 6 is placed on the surface of the concrete layer 2, and the anchor piles 3 at the bottom are inserted into the inner cavity of the concrete layer 2, and at the same time, the connecting ribs 4 drive the multiple reinforcing ribs 5 at the bottom to be inserted into the inner cavity of the concrete layer 2 through the grid 6 until the anchor piles 3 and the reinforcing ribs 5 are completely immersed, so that the floor has higher strength when subjected to gravity, effectively reducing the possibility of cracking of the floor, waiting for the concrete layer 2 to dry, and then applying a layer of concrete on the top of the concrete layer 2, and placing one of the shock-absorbing plates 8 on the applied concrete surface, fixing the shock-absorbing plate 8 after the concrete solidifies, and then fixing multiple elastomers 10 on the surface of the shock-absorbing plate 8, and leaving certain expansion grooves and shock-absorbing cavities 9 between the multiple elastomers 10, and then fixing another shock-absorbing plate 8 on top of the elastomer 10. When subjected to gravity The gravity squeezes the shock absorbing plate 8 to drive the elastic body 10 in the shock absorbing cavity 9 to shrink and expand outward, thereby filling the expansion joint 11 to achieve the purpose of buffering; then apply the waterproof and moisture-proof layer 7 on the surface of the support plate on top of the elastic body 10, and the thickness of the coating is between 10-20 mm. After waiting for it to dry, pour a layer of metal anti-cracking pad 12. After the metal anti-cracking pad 12 is dried, evenly roll the configured flexible anti-cracking inhibition film 13 on the metal anti-cracking pad 12 through a roller. The top of the crack cushion layer 12 is evenly coated with a polyurethane cover layer 14 on the top through a roller after it is dried. After it is dried, a wear-resistant layer 15 is poured on its surface, and the thickness of the wear-resistant layer 15 is between 0.3-0.8 cm. Finally, after the wear-resistant layer 15 is dried, a diamond sealing layer 16 is applied on its surface, and the thickness of the diamond sealing layer 16 is between 2.5-3.5 mm, so that the floor can achieve the effects of dustproof, anti-cracking, weather-resistant, corrosion-resistant and anti-slip.

[0038] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent replacements for some of the technical features therein. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A high-strength, wear-resistant building floor structure, comprising a soil layer (1), characterized in that: A concrete layer (2) is poured on the upper surface of the soil layer (1), a reinforcement component is inserted into the concrete layer (2), and the reinforcement component includes an anchor pile (3) and a connecting rib (4). An anchor pile (3) is inserted into the interior of the concrete layer (2), and a connecting rib (4) is fixedly provided on the top of the anchor pile (3), and the connecting rib (4) is interwoven in a vertical and horizontal manner. A plurality of reinforcing ribs (5) are fixedly provided at the bottom of the interwoven portion of the connecting rib (4), and a grille (6) is provided below the connecting rib (4). The reinforcing rib (5) and the anchor pile (3) both pass through the grille (6) and are fixedly connected to the concrete layer (2). A shock-absorbing component is fixedly provided on the top of the connecting rib (4), and a waterproof and moisture-proof layer (7) is fixedly provided on the top of the shock-absorbing component. The shock-absorbing assembly comprises a shock-absorbing plate (8) and a shock-absorbing cavity (9), wherein the number of the shock-absorbing plates (8) is two, and a shock-absorbing cavity (9) is provided between the two shock-absorbing plates (8), a plurality of elastic bodies (10) are provided inside the shock-absorbing cavity (9), and expansion joints (11) are provided at the connection points of the elastic bodies (10), and the elastic bodies (10) are designed as trapezoidal columns, and the material of the elastic bodies (10) is polyurethane.

2. The high-strength, wear-resistant building floor structure according to claim 1, characterized in that: A metal anti-cracking cushion layer (12) is fixedly provided on the top of the waterproof and moisture-proof layer (7), a flexible anti-cracking inhibition film (13) is fixedly provided on the top of the metal anti-cracking cushion layer (12), a polyurethane covering layer (14) is fixedly provided on the top of the flexible anti-cracking inhibition film (13), a wear-resistant layer (15) is provided on the top of the polyurethane covering layer (14), and a diamond abrasive sealing layer (16) is applied on the surface of the wear-resistant layer (15).

3. The high-strength, wear-resistant building floor structure according to claim 2, characterized in that: The material of the waterproof and moisture-proof layer (7) is vinyl chloride paint, and the thickness of the waterproof and moisture-proof layer (7) is between 10 and 20 mm.

4. The high-strength, wear-resistant building floor structure according to claim 3, characterized in that: The material of the metal anti-cracking pad (12) is steel fiber concrete, the material of the wear-resistant layer (15) is epoxy grindstone, and the thickness of the wear-resistant layer (15) is between 0.3 and 0.8 centimeters.

5. The high-strength, wear-resistant building floor structure according to claim 4, characterized in that: The material of the diamond sand sealing layer (16) is a diamond sand sealing curing agent, and the thickness of the diamond sand sealing layer (16) is between 2.5 and 3.5 mm.

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