Rock plate mounting structure

Abstract

The utility model discloses a rock plate mounting structure, which is characterized in that a keel is mounted on an original wall body, a plurality of vertical surface finishing pieces are arranged on the keel, the keel mounting surface is divided into a plurality of mounting positions by the plurality of vertical surface finishing pieces, GF (Glass Fiber) high-strength fiberboards are mounted in the mounting positions, and a plurality of GF high-strength fiberboards form a vertical surface after being mounted. Rock plates are pasted on the GF high-strength fiber plates, and the rock plates and the GF high-strength fiber plates are connected in a reinforced mode through a plurality of connecting reinforcing pieces. According to the structure, the rock plates are in a vertical plane after being spliced, the splicing quality and attractiveness are high, the rock plates are not prone to cracking, and the safety performance and economic benefits are high.

Description

Technical Field

[0001] This utility model relates to the field of decorative technology, specifically to a rock slab installation structure. Background Technology

[0002] Sintered stone slabs are a type of environmentally friendly decorative material manufactured under high temperature and pressure, boasting superior scratch and wear resistance. They are suitable for decorative purposes such as feature walls, countertops, and bathroom décor. Installation typically uses a galvanized square tube frame as the installation framework. However, even large slabs are often insufficient to cover the entire interior space, requiring multiple slabs to be assembled. If these slabs are not aligned vertically, the surface will be uneven, resulting in poor quality and aesthetics. Furthermore, practical use has revealed that due to their large size, especially thinner slabs, chipping and cracking are common during installation, affecting both appearance and safety, impacting usability, and causing unnecessary damage. Utility Model Content

[0003] The purpose of this utility model is to provide a slab installation structure that solves the problems of unevenness and easy cracking during the slab assembly process.

[0004] To achieve the above objectives, the present invention adopts the following technical solution:

[0005] A slab installation structure includes a keel installed on the original wall, with multiple vertical surface finishing components arranged on the keel, dividing the keel installation surface into multiple installation positions. GF ​​high-strength fiberboard is installed in each installation position, and the multiple GF high-strength fiberboards form a vertical surface after installation. Slabs are then pasted onto the GF high-strength fiberboards, and the slabs and GF high-strength fiberboards are further reinforced and connected by multiple connecting and reinforcing components.

[0006] Preferably, the keel is a frame structure composed of multiple horizontal and vertical bars connected together, and the keel is installed on the original wall through multiple wall ties.

[0007] Preferably, the wall connecting member is an angle steel, which is installed on the original wall using expansion bolts.

[0008] Preferably, the GF high-strength fiberboard is provided with multiple connection holes, and screws are used to install it onto the keel at the connection holes.

[0009] Preferably, the vertical surface component includes a vertical plate and a horizontal plate, the side of the vertical plate is connected to the side of the horizontal bar or the longitudinal bar, and the horizontal plate is detachably disposed in the middle of the vertical plate.

[0010] Preferably, multiple through holes are provided around the perimeter of the GF high-strength fiberboard.

[0011] Preferably, a plurality of connecting reinforcement members are provided on the back of the rock slab. The connecting reinforcement members are made of spring steel and include a first fixing lobe and a second fixing lobe. The initial state of the connecting reinforcement members is that the first fixing lobe and the second fixing lobe are in a straight and fitted state. The working state of the connecting reinforcement members is that both the first fixing lobe and the second fixing lobe are bent into an L-shape.

[0012] Preferably, the connecting reinforcement component extends through the through hole in the initial state and is bent to the working state to reinforce the connection between the rock slab and the GF high-strength fiberboard.

[0013] Preferably, the rock slab and the GF high-strength fiberboard are bonded together with AB adhesive.

[0014] Preferably, marble adhesive is applied around the perimeter of the rock slab.

[0015] Compared with traditional dry-hanging stone structures, this structure does not require welding of hanging parts, saving materials, labor and time, and effectively improving work efficiency.

[0016] Because fewer hanging ornaments are used, the load on the wall structure from the finishing materials is reduced.

[0017] The slabs are installed on the keel using GF high-strength fiberboard, which reduces the risk of the slabs cracking.

[0018] The keel and GF high-strength fiberboard are easy, quick and time-saving to install, and can be widely used in various wall and facade decoration projects, with high economic and social benefits.

[0019] Sintered stone slabs are characterized by large size, high plasticity, diverse colors and patterns, high temperature resistance, wear and scratch resistance, water resistance, acid and alkali resistance, zero formaldehyde, and environmental friendliness and health. They also enjoy high acceptance after completion and use.

[0020] The use of vertical surface finishing components ensures that multiple GF high-strength fiberboards are installed in a vertical plane, avoiding unevenness and affecting the quality and aesthetics of the assembly after multiple slabs are assembled.

[0021] The vertical and horizontal boards are detachably connected. The horizontal board can be removed from the vertical board to reduce the gap after the rock slabs are installed. The reason for the removal is that the side of the previously installed GF high-strength fiberboard 3 can serve as a horizontal reference for the subsequent installation of GF high-strength fiberboard 3. At this time, only the vertical reference of the vertical board is needed to ensure that multiple GF high-strength fiberboards are in a vertical plane.

[0022] To increase the connection strength between the sintered stone and the GF high-strength fiberboard, the connection between the sintered stone and the GF high-strength fiberboard is further reinforced by multiple connecting and reinforcing components.

[0023] The slab and the GF high-strength fiberboard are bonded together with AB glue. Marble glue is applied around the perimeter of the slab. The marble glue can solidify in a short time, which can temporarily fix the slab and allow sufficient time for the AB glue to solidify. Attached Figure Description

[0024] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0025] Figure 2 This is a schematic diagram of the finished vertical surface part of this utility model;

[0026] Figure 3 This is a schematic diagram of the vertical surface finished part structure of this utility model from another perspective;

[0027] Figure 4 This is a schematic diagram of the back of the rock slab structure of this utility model;

[0028] Figure 5 This is a schematic diagram of the connecting reinforcement structure of this utility model;

[0029] Figure 6 This is a schematic diagram of the initial state of the connecting reinforcement component of this utility model;

[0030] Figure 7 This is a schematic diagram showing the working state of the connecting reinforcement component of this utility model;

[0031] Figure 8 This is a schematic diagram of the structure of this utility model, in which multiple GF high-strength fiberboards are installed on the keel mounting surface;

[0032] Figure 9 This is a schematic diagram of the back structure of the rock slab of this utility model;

[0033] In the diagram: 1. Original wall; 2. Keel; 3. GF high-strength fiberboard; 4. Vertical surface finished part; 5. Rock slab; 6. Connecting and reinforcing parts; 7. Wall tie; 20. Horizontal bar; 21. Vertical bar; 40. Vertical plate; 41. Horizontal plate; 60. First fixing piece; 61. Second fixing piece. Detailed Implementation

[0034] The present invention will be further described below with reference to the accompanying drawings:

[0035] like Figures 1-9 The illustrated slab installation structure includes an original wall 1, on which a keel 2 is installed. Multiple vertical surface finishing parts 4 are arranged on the keel 2, dividing the installation surface of the keel 2 into multiple installation positions. GF ​​high-strength fiberboard 3 is installed in the installation positions. After installation, multiple GF high-strength fiberboards 3 form a vertical surface. In this example, multiple connection holes are provided on the GF high-strength fiberboard 3, and screws are used to install it on the keel 2 at the connection holes.

[0036] A rock slab 5 is attached to the GF high-strength fiberboard 3. Specifically, the rock slab 5 is attached to the GF high-strength fiberboard 3 with AB glue, and marble glue is applied around the rock slab 5.

[0037] The keel 2 is a frame structure composed of multiple horizontal bars 20 and vertical bars 21 connected together. The keel 2 is installed on the original wall 1 through multiple wall ties 7. In this example, the wall ties 7 are angle steel, which are installed on the original wall 1 through expansion bolts.

[0038] The vertical surface finished part 4 includes a vertical plate 40 and a horizontal plate 41. The side of the vertical plate 40 is connected to the side of the horizontal bar 20 or the longitudinal bar 21. The horizontal plate 41 is laterally detachable in the middle of the vertical plate 40 by adhesive or fasteners.

[0039] When in use, first arrange multiple vertical surface finished parts 4 on the keel 2. Specifically, according to the installation dimensions and position of the GF high-strength fiberboard 3, fix the vertical surface finished parts 4 on one side of the horizontal bar 20 or the vertical bar 21. After the multiple vertical surface finished parts 4 are arranged and installed, divide the installation surface of the keel 2 into multiple installation positions.

[0040] Next, begin the installation of GF high-strength fiberboard 3. During installation, first lift the first GF high-strength fiberboard 3 to the designed position, then directly fasten it into the installation position, and then install the first GF high-strength fiberboard 3 onto the keel 2 with screws. After the first GF high-strength fiberboard 3 is installed, remove the horizontal plate 41 on the side of the first GF high-strength fiberboard 3 from the vertical plate 40. The reason for the removal is that the side of the first GF high-strength fiberboard 3 can serve as a lateral reference for the subsequent installation of GF high-strength fiberboard 3, and can reduce the gap between adjacent GF high-strength fiberboard 3.

[0041] After removing the horizontal plate 41 from the side of the first GF high-strength fiberboard 3, install the adjacent second GF high-strength fiberboard 3, and then proceed with the installation of subsequent GF high-strength fiberboard 3s in this manner. During the installation process, the vertical plate 40 serves as the vertical reference for the installation of the GF high-strength fiberboard 3s, ensuring that multiple GF high-strength fiberboard 3s are installed in a vertical plane.

[0042] To increase the connection strength between the slab 5 and the GF high-strength fiberboard 3, the slab 5 and the GF high-strength fiberboard 3 are further reinforced by multiple connecting reinforcement parts 6.

[0043] Multiple connecting reinforcements 6 are glued to the back of the rock slab 5. The connecting reinforcements 6 are made of spring steel and include a first fixing lobe 60 and a second fixing lobe 61. In the initial state, the first fixing lobe 60 and the second fixing lobe 61 are in a straight and attached state. In the working state, the first fixing lobe 60 and the second fixing lobe 61 are both bent into an L-shape.

[0044] Multiple through holes are provided around the perimeter of the GF high-strength fiberboard 3. The connecting reinforcement 6 extends through these through holes in its initial state and is then bent to its working state to reinforce the connection between the rock slab 5 and the GF high-strength fiberboard 3. In this example, the through holes are located around the perimeter of the GF high-strength fiberboard 3 to facilitate bending of the connecting reinforcement 6 by the operator after the GF high-strength fiberboard 3 is installed.

[0045] The above embodiments are merely illustrative of the concept and implementation of this utility model, and are not intended to limit it. Under the concept of this utility model, the technical solutions without substantial changes are still within the scope of protection.

Claims

1. A slab installation structure, comprising the original wall (1), characterized in that: A keel (2) is installed on the original wall (1). Multiple vertical surface finishing parts (4) are arranged on the keel (2). The multiple vertical surface finishing parts (4) divide the installation surface of the keel (2) into multiple installation positions. GF ​​high-strength fiberboard (3) is installed in the installation position. After the multiple GF high-strength fiberboards (3) are installed, they form a vertical surface. A rock slab (5) is pasted on the GF high-strength fiberboard (3). The rock slab (5) and the GF high-strength fiberboard (3) are also reinforced and connected by multiple connecting and reinforcing parts (6).

2. The slab installation structure according to claim 1, characterized in that: The keel (2) is a frame structure made up of multiple horizontal bars (20) and vertical bars (21). The keel (2) is installed on the original wall (1) through multiple wall ties (7).

3. The slab installation structure according to claim 2, characterized in that: The wall connection component (7) is an angle steel, which is installed on the original wall (1) by expansion bolts.

4. The slab installation structure according to claim 2, characterized in that: Multiple connection holes are provided on the GF high-strength fiberboard (3), and screws are used to install it on the keel (2) at the connection holes.

5. The slab installation structure according to claim 4, characterized in that: The vertical surface finished part (4) includes a vertical plate (40) and a horizontal plate (41). The side of the vertical plate (40) is connected to the side of the horizontal bar (20) or the longitudinal bar (21). The horizontal plate (41) is detachably disposed in the middle of the vertical plate (40).

6. The slab installation structure according to claim 5, characterized in that: Multiple through holes are provided around the perimeter of the GF high-strength fiberboard (3).

7. The slab installation structure according to claim 6, characterized in that: Multiple connecting reinforcement members (6) are provided on the back of the rock slab (5). The connecting reinforcement members (6) are made of spring steel and include a first fixing lobe (60) and a second fixing lobe (61). The initial state of the connecting reinforcement members (6) is that the first fixing lobe (60) and the second fixing lobe (61) are in a straight and close fit. The working state of the connecting reinforcement members (6) is that the first fixing lobe (60) and the second fixing lobe (61) are both bent into an L shape.

8. The slab installation structure according to claim 7, characterized in that: The connecting reinforcement component (6) extends through the through hole in the initial state and is bent to the working state to reinforce the connection between the rock slab (5) and the GF high-strength fiberboard (3).

9. The slab installation structure according to claim 1 or 8, characterized in that: The rock slab (5) and the GF high-strength fiberboard (3) are bonded together with AB glue.

10. The slab installation structure according to claim 9, characterized in that: Marble adhesive was applied around the rock slab (5).

Images