A kind of air cavity prevention reinforcing structure for super high-rise building ground stone paving

Abstract

The utility model discloses a kind of for super high-rise building ground stone material paving and pasting's anti-hollowing reinforcement structure, it is related to stone material paving and pasting technical field, solve the problem that existing device lays poor effect and the stability of laying is low, using following scheme: the bottom surface of stone material is smeared with cement mortar layer B, this one for super high-rise building ground stone material paving and pasting's anti-hollowing reinforcement structure, through the setting of expansion rubber layer and positioning block, positioning block can be positioned to the laying of stone material, expansion rubber layer absorbs the moisture in cement mortar layer B and cement mortar layer A and thus occurs expansion, to cement mortar layer B is extruded, prevent the hollowing phenomenon between stone material and cement mortar layer B, improve the effect of laying, simultaneously through the setting of limiting block and connecting block, limiting block is located in limiting hole, connecting block is located in recess on adjacent stone material, to connect and limit adjacent stone material, improve the stability of stone material laying.

Description

Technical Field

[0001] This utility model relates to the field of stone paving technology, specifically to an anti-cavitation reinforcement structure for stone paving of super high-rise buildings. Background Technology

[0002] Wall tiles are typically laid using cement mortar, adhesive powder, or other bonding agents. However, the moisture in these adhesives can easily evaporate during the hydration process, affecting the quality of the hydration reaction and reducing the bond strength between the adhesive and the wall tiles. This can lead to separation of the adhesive and the wall tiles, resulting in hollow areas or even tile detachment.

[0003] A search revealed that patent application CN217975203U discloses a wet-laying structure for tiling and stone on the ground, including a foundation. Several decorative panels are laid on top of the foundation, with pre-reserved gaps between the decorative panels. A layer of cement mortar is evenly applied to the lower surface of each decorative panel, and a second layer of cement mortar is applied to the lower surface of the first layer. The second layer of cement mortar is shaped like a frustum, allowing the first layer of cement mortar to fill the gaps on the lower surface of the decorative panels. This improves the adhesion of the stone tiling and reduces the occurrence of hollow spots.

[0004] However, due to the cement mortar, the stone is prone to sliding and shifting during installation, resulting in incomplete filling of the cement mortar on the stone floor. This makes it impossible to position the stone and easily leads to hollow spots, resulting in poor installation. In addition, when the cement mortar is not dry during installation, the stone is easily moved by external forces, resulting in low installation stability.

[0005] Therefore, we propose a structure for preventing hollowing of stone paving in super high-rise buildings. Utility Model Content

[0006] To address the shortcomings of existing technologies, this utility model provides an anti-cavitation reinforcement structure for stone paving of super high-rise buildings, which solves the problems of poor paving effect and low paving stability of existing devices.

[0007] To achieve the above objectives, this utility model is implemented through the following technical solution: a hollow-dampening reinforcement structure for stone paving of super high-rise buildings, comprising a foundation and stone; The top surface of the foundation is sequentially fitted with a coarse sand layer, a fine sand layer, and a cement mortar layer A of appropriate specifications. The bottom surface of the stone is coated with a uniform cement mortar layer B. The bottom surface of the cement mortar layer B is coated with a uniform expanded rubber layer. The stones are fitted with pre-reserved joints of appropriate specifications. The top surface of the pre-reserved joints is fitted with positioning suction cups of appropriate specifications. The bottom surface of the positioning suction cups is fixedly installed with positioning blocks of appropriate specifications that are adapted to the pre-reserved joints. The positioning blocks are located inside the pre-reserved joints. The top surface of the stone has eight sets of oppositely positioned grooves A. The bottom of each groove A has oppositely positioned limiting holes. A matching connecting block is installed inside each groove A. Two sets of matching limiting blocks are fixedly installed on the bottom surface of each connecting block. A matching threaded nail is fixedly installed on the bottom surface of each limiting block. The threaded nail extends into the cement mortar layer A and the cement mortar layer B.

[0008] Preferably, a cone head is fixedly installed on the bottom surface of the threaded nail, which makes it easier to insert the threaded nail into the cement mortar layer.

[0009] Preferably, the bottom surface of the positioning suction cup is provided with a groove B, which can improve the adsorption of the positioning suction cup.

[0010] Preferably, a handle is fixedly installed on the top surface of the positioning suction cup, which makes it easy to remove the positioning suction cup and positioning block later.

[0011] Preferably, the bottom surface of the stone is provided with uniformly distributed filling grooves, which can increase the contact area between the cement mortar layer B and the stone and improve their adhesion.

[0012] Preferably, the filling groove at the edge of the bottom surface of the stone is open, which makes it easier to squeeze out excess cement mortar and improve the performance.

[0013] 1. This anti-hollow reinforcement structure for stone paving in super high-rise buildings uses an expanding rubber layer and positioning blocks. The positioning blocks can position the stone paving, ensuring that the reserved joint size between each group of stones is consistent. The expanding rubber layer absorbs moisture from cement mortar layer B and cement mortar layer A, thus expanding and squeezing cement mortar layer B to prevent hollowness between the stone and cement mortar layer B, thereby improving the paving effect.

[0014] 2. Simultaneously, through the setting of limiting blocks and connecting blocks, threaded nails are inserted into cement mortar layer A and cement mortar layer B. The limiting blocks are located in the limiting holes, and the connecting blocks are located in the grooves B on the adjacent stones, thereby connecting and limiting the adjacent stones. The threaded nails can improve the connection and stability between the stone and cement mortar A, and improve the stability of stone laying. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a schematic diagram of the filling groove of this utility model; Figure 3 This is a schematic diagram of the groove structure of this utility model; Figure 4 This is a schematic diagram of the structure of the threaded nail of this utility model.

[0016] In the diagram: 1. Foundation; 2. Stone; 3. Coarse sand layer; 4. Fine sand layer; 5. Cement mortar layer A; 6. Cement mortar layer B; 7. Expanded rubber layer; 8. Reserved joint; 9. Positioning suction cup; 10. Positioning block; 11. Groove A; 12. Limiting hole; 13. Connecting block; 14. Limiting block; 15. Threaded nail; 16. Cone head; 17. Groove B; 18. Handle; 19. Filling groove. Detailed Implementation

[0017] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model. Example 1

[0018] like Figure 1-4 As shown: The top surface of the foundation 1 is sequentially fitted with a coarse sand layer 3, a fine sand layer, and a cement mortar layer A5 of appropriate specifications. The bottom surface of the stone 2 is coated with a uniform cement mortar layer B6, and the bottom surface of the cement mortar layer B6 is coated with a uniform expanding rubber layer 7. Pre-reserved joints 8 of appropriate specifications are fitted between the stones 2. The top surface of the pre-reserved joints 8 is fitted with a positioning suction cup 9 of appropriate specifications. The bottom surface of the positioning suction cup 9 is fixedly installed with a positioning block 10 of appropriate specifications to the pre-reserved joints 8. The positioning block 10 is located in the pre-reserved joints 8. Through the setting of the expanding rubber layer 7 and the positioning block 10, the positioning block 10 can position the laying of the stone 2 to ensure that the size of the pre-reserved joints 8 between each group of stones 2 is consistent. The expanding rubber layer 7 absorbs the moisture in the cement mortar layer B6 and the cement mortar layer A5 and expands, thereby squeezing the cement mortar layer B6 to prevent the occurrence of hollowness between the stone 2 and the cement mortar layer B6, and improving the laying effect. Example 2

[0019] like Figure 2-4As shown: Eight sets of oppositely positioned grooves A11 are provided on the top surface of stone 2. Opposingly positioned limiting holes 12 are provided at the bottom of grooves A11. Connecting blocks 13 of appropriate specifications are installed in grooves A11. Two sets of correspondingly positioned limiting blocks 14 are fixedly installed on the bottom surface of connecting blocks 13. Threaded nails 15 of appropriate specifications are fixedly installed on the bottom surface of limiting blocks 14. Threaded nails 15 penetrate into cement mortar layers A5 and B6. Through the setting of limiting blocks 14 and connecting blocks 13, threaded nails 15 are inserted into cement mortar layers A5 and B6. Limiting blocks 14 are located in limiting holes 12, and connecting blocks 13 are located in grooves B17 on adjacent stones 2, thereby connecting and limiting adjacent stones 2. Threaded nails 15 can improve the connection and stability between stone 2 and cement mortar A5, and improve the stability of stone 2 laying. Example 3

[0020] like Figure 2-3 As shown: A cone head 16 is fixedly installed on the bottom surface of the threaded nail 15, which makes it easy to insert the threaded nail 15 into the cement mortar layer.

[0021] The working principle and usage process of this utility model are as follows: When the device is required to work, the positioning block 10 can position the stone 2, ensuring that the reserved gap 8 between each group of stone 2 is the same size. The expanding rubber layer 7 absorbs the water in the cement mortar layer B6 and cement mortar layer A5 and expands, thereby squeezing the cement mortar layer B6 to prevent hollowness between the stone 2 and the cement mortar layer B6, thus improving the laying effect. The threaded nail 15 is inserted into the cement mortar layer A5 and cement mortar layer B6. The limiting block 14 is located in the limiting hole 12, and the connecting block 13 is located in the groove B17 on the adjacent stone 2, thereby connecting and limiting the adjacent stone 2. The threaded nail 15 can improve the connection and stability between the stone 2 and the cement mortar A5, and improve the stability of the stone 2 laying.

[0022] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0023] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A structure for preventing air bubbles in stone paving of super high-rise buildings, comprising a foundation (1) and stone (2). Its features are: The top surface of the foundation (1) is sequentially equipped with a coarse sand layer (3), a fine sand layer and a cement mortar layer A (5) of the same specifications. The bottom surface of the stone (2) is coated with a uniform cement mortar layer B (6). The bottom surface of the cement mortar layer B (6) is coated with a uniform expanded rubber layer (7). The stones (2) are equipped with a reserved joint (8) of the same specifications. The top surface of the reserved joint (8) is equipped with a positioning suction cup (9) of the same specifications. The bottom surface of the positioning suction cup (9) is fixedly installed with a positioning block (10) of the same specifications as the reserved joint (8). The positioning block (10) is located inside the reserved joint (8). The top surface of the stone (2) is provided with eight sets of grooves (11) with opposite positions. The bottom of the grooves (11) is provided with corresponding limiting holes (12). The grooves (11) are equipped with connecting blocks (13) of the same specifications. The bottom surface of the connecting blocks (13) is fixedly installed with two sets of limiting blocks (14) of the same specifications. The bottom surface of the limiting blocks (14) is fixedly installed with threaded nails (15) of the same specifications. The threaded nails (15) penetrate into the cement mortar layer A (5) and the cement mortar layer B (6).

2. The anti-hollowing reinforcement structure for stone paving of super high-rise buildings according to claim 1, characterized in that: A cone head (16) is fixedly installed on the bottom surface of the threaded nail (15).

3. The anti-hollowing reinforcement structure for stone paving of super high-rise buildings according to claim 1, characterized in that: The bottom surface of the positioning suction cup (9) is provided with an annular groove (17).

4. The anti-hollowing reinforcement structure for stone paving of super high-rise buildings according to claim 1, characterized in that: A handle (18) is fixedly installed on the top surface of the positioning suction cup (9).

5. The anti-hollowing reinforcement structure for stone paving of super high-rise buildings according to claim 1, characterized in that: The bottom surface of the stone (2) is provided with uniformly distributed filling grooves (19).

6. The anti-hollowing reinforcement structure for stone paving of super high-rise buildings according to claim 1, characterized in that: The filling groove (19) at the bottom edge of the stone (2) is open.

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