Stable paving structure for large-specification rock plate

Abstract

The utility model belongs to the technical field of rock plate installation, and particularly relates to a stable paving structure for a large-specification rock plate, which comprises a wall body, vertical keels arranged on the front surface of the wall body, transverse keels arranged between the left and right adjacent vertical keels, wire pipe holes I formed in the side surfaces of the vertical keels, and wire pipe holes II formed in the left and right ends of the upper surface of the transverse keels, the first wire pipe hole and the second wire pipe hole are internally provided with wire pipes, and one ends of the wire pipes are connected with wire pipe bottom boxes. According to the stable paving structure for the large-specification rock plate, compared with a conventional rock plate mounting structure, the rock plate mounting structure can increase the wall surface mounting thickness and sacrifice a small amount of indoor use space, but the trouble of wall surface grooving is omitted, more importantly, wall surface damage is avoided, and the situation that some reinforcing steel bars in a wall are damaged is avoided; the problems that in the background technology, reserved line pipes need to be grooved in the wall face, and a load bearing wall is possibly damaged are solved; the problem that construction is complex due to the fact that each corner connector needs to be adjusted in three directions before an uneven wall surface is hung on a plate is solved.

Description

Technical Field

[0001] The utility model relates to the technical field of rock slab installation, in particular to a stable paving structure for large-size rock slabs. Background Art

[0002] Ceramic rock slabs are made of natural raw materials through a special process, with the help of a press with a capacity of more than 10,000 tons, combined with advanced production technology, and fired at a high temperature of more than 1200℃. They are new large-scale porcelain materials that can withstand processing such as cutting, drilling, and grinding. Ceramic rock slabs are mainly used in the fields of home and kitchen panels.

[0003] In the prior art, when installing the rock slab, the indoor area occupied is small and the installation on the flat wall is convenient. However, the reserved wire tubes need to be grooved in the wall, which may damage the load-bearing wall. Before hanging the slab on the uneven wall, each corner code needs to be adjusted in three directions (up and down, left and right, front and back), which makes the construction complicated.

[0004] For this reason, we urgently need to provide a stable paving structure for large-sized rock slabs. Utility Model Content

[0005] The purpose of the utility model is to provide a stable paving structure for large-sized rock slabs, so as to solve the problem proposed in the above-mentioned background technology that the reserved wire tubes need to be grooved in the wall, which may damage the load-bearing wall; and to avoid the problem that each corner code needs to be adjusted in three directions (up and down, left and right, front and back) before hanging slabs on uneven walls, which complicates the construction.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a stable paving structure for large-size rock slabs, including a wall, a vertical keel is arranged on the front of the wall, a horizontal keel is installed between two adjacent vertical keels on the left and right, a wire tube hole 1 is opened on the side of the vertical keel, and wire tube holes 2 are opened on the left and right ends of the upper surface of the horizontal keel. Wire tubes are installed inside the wire tube holes 1 and 2, and one end of the wire tube is connected to a wire tube bottom box, reinforcement angle codes are installed on the left and right sides of the vertical keels, an explosive bolt 1 is installed inside the reinforcement angle code, a horizontal keel hook is opened on the side of the vertical keel, a bottom shell is installed at the bottom of the vertical keel, and explosive bolt 2 is installed inside the bottom shell.

[0007] Preferably, the left and right ends of the transverse keel are provided with blocks with the same shape as the transverse keel hook. When the transverse keel is installed between two adjacent vertical keels, the blocks at both ends of the transverse keel are installed in the transverse keel hooks, and then the transverse keel is knocked downward to squeeze the transverse keel downward so that the transverse keel hooks clamp the transverse keel.

[0008] Preferably, the reinforcement angle bracket is L-shaped, and the two legs are of different lengths. According to the different distances between the vertical keel and the wall, different installation methods can be used to adapt to various uneven wall surfaces.

[0009] Preferably, the explosive bolt penetrates the reinforcement corner code and extends to the inside of the wall, and the explosive bolt penetrates the reinforcement corner code and is connected to the wall, thereby fixing the vertical keel on the wall.

[0010] Preferably, the second explosive bolt penetrates the bottom shell and extends to the lower end of the wall. The second explosive bolt penetrates the bottom shell and is connected to the wall, so that the bottom shell is fixed to the wall, thereby fixing the vertical keel.

[0011] Preferably, the transverse keel hooks are provided in plurality and are equidistantly distributed on the sides of the vertical keels. By providing a plurality of transverse keel hooks, it is convenient to connect with a plurality of transverse keels, thereby improving the strength of the rock board installation structure.

[0012] Compared with the prior art, the beneficial effects of the utility model are:

[0013] 1. The large-size rock slab uses a smooth paving structure. Compared with the conventional rock slab installation structure, this rock slab installation structure will increase the wall installation thickness and sacrifice a small amount of indoor use space, but it avoids the trouble of grooving the wall. More importantly, it avoids damage to the wall and the occurrence of damage to some steel bars in the wall. It solves the problem proposed in the background technology that the reserved wire tubes need to be grooved in the wall, which may damage the load-bearing wall; it avoids the need to adjust each corner code in three directions (up and down, left and right, front and back) before hanging the slab on the uneven wall, which complicates the construction.

[0014] 2. The large-size rock slab uses a smooth paving structure, and the installation order of most of the reinforcement angle codes is adjusted to the end. The installation order is to first level and fix the keel and two reinforcement angle codes, thereby leveling and fixing the entire keel wall, and finally supplement the reinforcement angle code. This eliminates the tedious process of leveling each angle code before hanging conventional rock slabs. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0016] Figure 2 It is a schematic diagram of the local structure of the connection between the vertical keel and the horizontal keel of the utility model;

[0017] Figure 3 for Figure 2 The enlarged view of point A in the middle;

[0018] Figure 4 This is a schematic diagram of the vertical keel structure of the utility model;

[0019] Figure 5 This is a schematic diagram of the transverse keel structure of the utility model;

[0020] Figure 6 It is a schematic diagram of the structure of the connection between the vertical keel and the reinforcement angle bracket of the utility model;

[0021] Figure 7 It is a schematic structural diagram of the connection between the vertical keel and the bottom shell of the utility model.

[0022] In the figure: 1. Wall; 2. Vertical purlin; 3. Horizontal purlin; 4. Wire tube hole one; 5. Wire tube hole two; 6. Wire tube; 7. Wire tube bottom box; 8. Reinforcement angle code; 9. Explosion bolt one; 10. Horizontal purlin hook; 11. Bottom shell; 12. Explosion bolt two. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0024] See also Figure 1-Figure 7 , the utility model provides a technical solution:

[0025] Embodiment 1:

[0026] A stable paving structure for large-size rock slabs, including a wall 1, a vertical keel 2 is arranged on the front of the wall 1, a horizontal keel 3 is installed between two adjacent vertical keels 2 on the left and right, a wire pipe hole 1 4 is opened on the side of the vertical keel 2, a wire pipe hole 2 5 is opened on the left and right ends of the upper surface of the horizontal keel 3, and a clamping block with the same shape as the horizontal keel hook 10 is opened on the left and right ends of the horizontal keel 3. When the horizontal keel 3 is installed between two adjacent vertical keels 2, the clamping blocks on the left and right ends of the horizontal keel 3 are installed in the horizontal keel hook 10, and then the horizontal keel 3 is knocked downward to squeeze the horizontal keel 3 downward, so that the horizontal keel hook 10 clamps the horizontal keel 3, a wire pipe 6 is installed inside the wire pipe hole 1 4 and the wire pipe hole 2 5, and one end of the wire pipe 6 is connected to the wire pipe bottom box 7, and reinforcement angle codes 8 are installed on the left and right sides of the vertical keel 2. The reinforcement angle code 8 is L-shaped, and the lengths of the two legs are different according to the different distances between the vertical keel 2 and the wall. Different installation methods can be used to adapt to various uneven walls. An explosive bolt 9 is installed inside the reinforcement angle code 8. The explosive bolt 9 penetrates the reinforcement angle code 8 and extends to the inside of the wall 1. The explosive bolt 9 penetrates the reinforcement angle code 8 and is connected to the wall 1, so that the vertical keel 2 is fixed to the wall 1. A horizontal keel hook 10 is provided on the side of the vertical keel 2. The horizontal keel hook 10 is provided in multiple numbers and is evenly distributed on the side of the vertical keel 2. By setting multiple horizontal keel hooks 10, it is convenient to connect with multiple horizontal keels 3, thereby improving the strength of the rock slab installation structure. A bottom shell 11 is installed at the bottom of the vertical keel 2. An explosive bolt 12 is installed inside the bottom shell 11. The explosive bolt 12 penetrates the bottom shell 11 and extends to the lower end of the wall 1. The explosive bolt 12 penetrates the bottom shell 11 and is connected to the wall 1, thereby fixing the bottom shell 11 on the wall 1, and then fixing the vertical keel 2.

[0027] When in use, the left and right ends of the horizontal keel 3 are inserted into the horizontal keel hooks 10 opened on the sides of the left and right vertical keels 2, and then the horizontal keel 3 is knocked downward to squeeze the horizontal keel 3 downward so that the horizontal keel hooks 10 clamp the horizontal keel 3. Similarly, multiple horizontal keels 3 are fixed on the vertical keels 2, and then the keel wall formed by the horizontal keel 3 and the vertical keel 2 is installed on the wall 1, and then the explosive bolts 12 penetrate the bottom shell 11 and connect it to the lower end of the wall 1, and then the keels are connected through the left and right two reinforcement angle codes 8 on the upper end. The wall is leveled, and then explosive bolts 9 are used to penetrate the two left and right reinforcement angle codes 8 at the upper end and connect them to the wall 1 to fix the keel wall. Then, the reinforcement angle code 8 is installed again, and multiple reinforcement angle codes 8 are fixed to the side of the vertical keel 2. The reinforcement angle codes 8 are fixed by explosive bolts 9 to fix the entire keel wall. When it is necessary to fix the wire tube bottom box 7, the wire tube 6 is penetrated through the wire tube hole 1 4 and the wire tube hole 2 5 and then connected to the wire tube bottom box 7, so that the wire tube bottom box 7 is installed on the keel wall to avoid damage to the wall 1.

[0028] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the statement "comprise a ..." do not exclude the presence of other identical elements in the process, method, article or device including the elements.

Claims

1. A stable paving structure for large-sized rock slabs, comprising a wall (1), characterized in that: The front of the wall (1) is provided with a vertical keel (2), a horizontal keel (3) is installed between two adjacent vertical keels (2) on the left and right, a wire tube hole (4) is opened on the side of the vertical keel (2), and a wire tube hole (5) is opened on the left and right ends of the upper surface of the horizontal keel (3), a wire tube (6) is installed inside the wire tube hole (4) and the wire tube hole (5), and one end of the wire tube (6) is connected to a wire tube bottom box (7), reinforcement angle brackets (8) are installed on the left and right sides of the vertical keel (2), and an explosive bolt (9) is installed inside the reinforcement angle bracket (8), a horizontal keel hook (10) is opened on the side of the vertical keel (2), a bottom shell (11) is installed at the bottom of the vertical keel (2), and two explosive bolts (12) are installed inside the bottom shell (11).

2. A stable paving structure for large-sized rock slabs according to claim 1, characterized in that: The left and right ends of the transverse keel (3) are provided with clamping blocks having the same shape as the transverse keel clamping hook (10).

3. According to claim 1, a stable paving structure for large-sized rock slabs is characterized by: The reinforcing corner bracket (8) is L-shaped, and the two legs have different lengths.

4. The stable paving structure for large-sized rock slabs according to claim 1 is characterized by: The explosive bolt (9) penetrates the reinforcement corner code (8) and extends into the interior of the wall (1).

5. The stable paving structure for large-sized rock slabs according to claim 1 is characterized by: The second explosive bolt (12) penetrates the bottom shell (11) and extends to the lower end inside the wall (1).

6. The stable paving structure for large-sized rock slabs according to claim 1 is characterized by: The transverse keel hooks (10) are provided in a plurality and are evenly distributed on the side surfaces of the vertical keel (2).

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