Tempered rock plate mounting structure and mounting process

Abstract

The present application relates to a tempered rock plate mounting structure in the field of tempered rock plate mounting, comprising a composite rock plate, a steel frame and a plurality of strong magnetic units or auxiliary sliding tables, wherein the composite rock plate comprises a rock plate main body on which a steel plate is laid; the steel frame comprises a plurality of vertical keels, and a horizontal keel is connected between the plurality of vertical keels; the horizontal keel is connected with the plurality of strong magnetic units or the plurality of auxiliary sliding tables; the strong magnetic unit comprises a strong magnet, and a self-tapping screw is connected between the strong magnet and the horizontal keel; the upper and lower ends of the vertical keel are provided with a supporting plate matched with the rock plate main body, and the supporting plate comprises a Z-shaped strip, one end of the Z-shaped strip is connected with a clamping edge; the above-mentioned tempered rock plate mounting structure is adopted, the composite rock plate is efficiently mounted through the strong magnetic unit or the auxiliary sliding table with a hook-and-loop fastener, the structure has high stability, the stability of the connection can be conveniently monitored after installation, and timely warning can be given when the connection stability decreases; the structure is easy to realize reversible construction, and convenient disassembly, assembly and maintenance.

Description

Technical Field

[0001] This invention relates to a tempered rock slab installation structure and installation process, and particularly to a tempered rock slab installation structure and installation process applicable to the field of tempered rock slab installation. Background Technology

[0002] Interior wall panels and flooring are important components of prefabricated decoration, playing a crucial role in the process. Ceramic slabs, in particular, are mainly used in home furnishings and kitchen panels. Compared to other home furnishing products, slab furniture boasts advantages such as large size, high malleability, diverse colors and patterns, high temperature resistance, scratch resistance, water resistance, acid and alkali resistance, zero formaldehyde, and environmental friendliness, making it suitable for both wall and floor installations.

[0003] To address the issue of stability during interior wall panel installation, wall panel installation structures in the market employ steel frame structures to support the panels, and this approach has a significant market share.

[0004] Chinese patent CN205712621U discloses a high-strength rock slab plywood. This plywood features a double-sided waterproof structure, with the mounting holes on one side. These holes are used to install other wall fittings, eliminating the need for nails on the plywood. Metal connections ensure a more secure installation, and the plywood is reinforced with metal and reinforcing layers. This design offers advantages such as compact structure, high strength, and long service life. Existing wall panel materials are diverse, including bamboo fiberboard, honeycomb steel panels, and coated magnesium rock panels. However, these materials are only suitable for specific locations. Some materials lack sufficient fire resistance, and others deform due to environmental and climatic conditions. These issues have long plagued prefabricated decoration projects. Existing tiles and wall panels used for flooring and wall cladding often suffer from low density, low strength, and water absorption, and also have poor flatness, making disassembly and maintenance cumbersome. Summary of the Invention

[0005] In view of the above-mentioned prior art, the technical problem to be solved by the present invention is that most of the existing ceramic tiles and wall panels used for floor and wall paving have one or more problems such as low density, low strength, and water absorption, and their flatness is poor, making disassembly, assembly and maintenance quite troublesome.

[0006] To solve the above problems, the present invention provides a tempered rock slab installation structure, wherein the composite rock slab includes a rock slab body and a steel plate is laid on the rock slab body;

[0007] The steel frame includes multiple vertical keels, which are connected by horizontal keels. Multiple strong magnetic units or multiple auxiliary slides are connected to the horizontal keels.

[0008] The strong magnetic unit includes a strong magnet, and a self-tapping screw connects the strong magnet to the horizontal keel;

[0009] The upper and lower ends of the vertical keel are equipped with support plates that match the main body of the rock slab. The support plates include Z-shaped strips, one end of which is connected to a retaining edge.

[0010] In the above-mentioned tempered rock slab installation structure, the composite rock slab can be installed efficiently through a strong magnetic unit or an auxiliary slide with hook and loop fastener, and the structure has high stability.

[0011] As a further improvement of this application, when the auxiliary slide is installed on the horizontal keel, a main hook and loop fastener is connected to the auxiliary slide, and multiple secondary hook and loop fasteners that match the main hook and loop fastener are laid on the steel plate.

[0012] As a further improvement of this application, the auxiliary slide includes a flat plate, on which a plurality of sliders matching the horizontal keel are connected, and the flat plate and the sliders are integrally formed.

[0013] As a further improvement of this application, a failure monitoring unit matching the strong magnetic unit is installed on the horizontal keel. The failure monitoring unit includes a fixing ring, an internally threaded cylinder matching the self-tapping screw is connected to the fixing ring, a pair of slide rods are installed on the fixing ring, a floating electromagnet is slidably connected to the slide rods, a pressure sensor matching the floating electromagnet is installed at the top of the slide rods, and a compression spring is connected between the sensing end of the pressure sensor and the floating electromagnet.

[0014] As another improvement of this application, the horizontal keel includes a C-shaped steel keel, and a strip-shaped groove is pressed in the middle of the horizontal keel, and multiple evenly distributed slots are opened in the groove.

[0015] A tempered rock slab installation process specifically includes the following steps:

[0016] S1. Cut the main body of the slab and the steel plate according to the wall size; combine the cut slab body and the steel plate to obtain a composite slab.

[0017] S2, then install the steel frame on the wall and select a strong magnetic unit or auxiliary slide to install on the horizontal keel; when selecting a strong magnetic unit, perform S21, and when selecting an auxiliary slide, perform S22.

[0018] S21, After installing multiple strong magnetic units at equal intervals on multiple horizontal keels, attach the composite rock panel to the horizontal keel, so that the multiple strong magnetic units attract the steel plate and thus fix the composite rock panel.

[0019] S22, multiple auxiliary sliding platforms with main hook and loop fasteners are slidably installed inside the horizontal keel, and secondary hook and loop fasteners are laid on the steel plate. The composite rock slab is attached to the auxiliary sliding platforms so that the main hook and loop fasteners cooperate to fix the composite rock slab.

[0020] S3. Finally, attach the support plate to the upper and lower ends of the composite rock slab and fix the support plate to the horizontal keel.

[0021] As a further improvement to this application, before installing the strong magnetic unit in S21, a failure monitoring unit matching the strong magnetic unit is installed on the horizontal keel and wires are laid, with multiple failure monitoring units connected in parallel.

[0022] As another improvement of this application, when the strong magnetic unit in S21 is installed, the opening side of the horizontal keel is close to the wall, and the strong magnetic unit is installed on both sides of the strip groove and is arranged symmetrically.

[0023] As another improvement of this application, when the auxiliary slide in S22 is installed, the planar side of the horizontal keel is close to the wall.

[0024] As a further improvement to this application, a magnetic attraction failure alarm system is also included. This system comprises a controller installed on any horizontal joist, connected to a communication module, a detection module, and a timer. Multiple failure monitoring units are all signal-connected to the detection module. In summary, this solution achieves highly efficient installation of composite rock slabs through a strong magnetic unit or an auxiliary slide with hook-and-loop fasteners. The structure exhibits high stability, and the stability of the connections is easily monitored after installation. It provides timely alarms when connection stability decreases. The structure also facilitates reversible construction and convenient disassembly and maintenance. Attached Figure Description

[0025] Figure 1 This is a perspective view of the tempered rock slab installation structure according to the first embodiment of this application;

[0026] Figure 2 This is a cross-sectional view of the tempered rock slab installation structure according to the second embodiment of this application;

[0027] Figure 3 These are perspective views of the tray according to the first and second embodiments of this application;

[0028] Figure 4 This is a partial perspective view of the auxiliary slide mounting location according to the first embodiment of this application;

[0029] Figure 5 This is a partial cross-sectional view of the auxiliary slide mounting location according to the first embodiment of this application;

[0030] Figure 6 This is a partial perspective view of the mounting location of the strong magnetic unit in the second embodiment of this application;

[0031] Figure 7 This is a partial cross-sectional view of the mounting location of the strong magnetic unit in the second embodiment of this application;

[0032] Figure 8 A partial cross-sectional view of the failure monitoring unit according to the second embodiment of this application during installation;

[0033] Figure 9 This is a perspective view of the failure monitoring unit according to the second embodiment of this application;

[0034] Figure 10 This is a partial cross-sectional view of the mounting location of the strong magnetic unit in the third embodiment of this application.

[0035] Figure 11 This is a flowchart illustrating the installation process of the first and second embodiments of this application.

[0036] The following are the labels in the diagram: 1 Main board body, 2 Steel plate, 3 Vertical keel, 4 Horizontal keel, 5 Strong magnetic unit, 6 Auxiliary slide, 7 Support plate, 701 Z-shaped strip, 702 Edge clamp, 8 Failure monitoring unit, 801 Fixing ring, 802 Floating electromagnet, 803 Pressure sensor. Detailed Implementation

[0037] The three embodiments of this application will now be described in detail with reference to the accompanying drawings.

[0038] Implementation method 1:

[0039] Figure 1-5 The diagram shows a tempered rock slab installation structure and installation process. The composite rock slab includes a rock slab body 1, on which a steel plate 2 is laid.

[0040] The steel frame includes multiple vertical keels 3, and horizontal keels 4 are connected between the multiple vertical keels 3. The horizontal keels 4 include C-shaped steel keels, and a strip groove is pressed in the middle of the horizontal keel 4. Multiple evenly distributed slots are opened in the groove.

[0041] Multiple strong magnetic units 5 or multiple auxiliary slides 6 are connected to the horizontal keel 4;

[0042] The strong magnetic unit 5 includes a strong magnet 501, and a self-tapping screw 502 is connected between the strong magnet 501 and the horizontal keel 4. The self-tapping screw 502 penetrates the horizontal keel 4.

[0043] The auxiliary slide 6 includes a flat plate with multiple sliders that match the horizontal keel 4 connected to it. The flat plate and sliders are integrated. When the auxiliary slide 6 is installed on the horizontal keel 4, the auxiliary slide 6 is connected to a main hook and loop fastener. Multiple secondary hook and loop fasteners that match the main hook and loop fasteners are laid on the steel plate 2. Both the main hook and loop fasteners use existing 3M hook and loop fasteners. When the auxiliary slide 6 is installed, the flat side of the horizontal keel 4 is close to the wall.

[0044] The upper and lower ends of the vertical keel 3 are equipped with support plates 7 that match the main body of the rock slab 1. The support plate 7 includes a Z-shaped strip 701, and one end of the Z-shaped strip 701 is connected to a retaining edge 702.

[0045] Figure 11 The following steps are shown in the illustration: A process for installing tempered rock slabs.

[0046] S1, cut the main body of the rock slab 1 and the steel plate 2 according to the wall size; combine the cut main body of the rock slab 1 and the steel plate 2 to obtain a composite rock slab;

[0047] S2, and then install the steel frame on the wall. When installing the steel frame, if the installation area has a complete building surface, only the horizontal keel 4 needs to be installed and fixed on the building surface; if the installation area does not have a complete building surface, the vertical keel 3 and the horizontal keel 4 are used together. At this time, the vertical keel 3 is used as a structural support component, and the horizontal keel 4 is used to install the composite rock panel.

[0048] After the steel frame is installed, select either the strong magnetic unit 5 or the auxiliary slide 6 to install on the horizontal keel 4; in this embodiment, the auxiliary slide 6 is selected to be installed on the horizontal keel 4.

[0049] S22, Multiple auxiliary sliding tables 6 with main hook and loop fasteners are slidably set inside the horizontal keel 4. At the same time, secondary hook and loop fasteners are laid on the steel plate. The composite rock slab is attached to the auxiliary sliding tables 6 so that the main hook and loop fasteners cooperate and thus fix the composite rock slab.

[0050] S3. Finally, attach the support plate 7 to the upper and lower ends of the composite rock slab and fix the support plate 7 to the horizontal keel 4.

[0051] In this embodiment, auxiliary slides 6, secondary hook and loop fasteners, and main hook and loop fasteners are used for installation. During installation, secondary hook and loop fasteners are first installed at equal intervals on the steel plate, and then auxiliary slides 6 that match the secondary hook and loop fasteners are installed on the horizontal keel 4. The composite rock slab is fixed by the cooperation of the secondary hook and loop fasteners and the main hook and loop fasteners, and the connection stability is high.

[0052] The second implementation method:

[0053] Figure 6-9 As shown, in this embodiment, after the steel frame is installed, a strong magnetic unit 5 is selected and installed on the horizontal keel 4;

[0054] S21, After installing multiple strong magnetic units 5 at equal intervals on multiple horizontal keels 4, attach the composite rock plate to the horizontal keel 4, so that the multiple strong magnetic units 5 attract the steel plate 2 and thus fix the composite rock plate.

[0055] Before installing the strong magnetic unit 5, install the failure monitoring unit 8 that matches the strong magnetic unit 5 on the horizontal keel 4 and lay the wires. Multiple failure monitoring units 8 are connected in parallel.

[0056] When the strong magnetic unit 5 is installed, the open side of the horizontal keel 4 is close to the wall, and the strong magnetic unit 5 is installed on both sides of the strip groove and is arranged symmetrically.

[0057] The failure monitoring unit 8 includes a fixed ring 801, on which an internally threaded cylinder matching a self-tapping screw 502 is connected. The internally threaded cylinder is threadedly connected to the self-tapping screw 502 that passes through the horizontal keel 4. A pair of slide rods are installed on the fixed ring 801. A floating electromagnet 802 is slidably connected on the slide rods. A pressure sensor 803 matching the floating electromagnet is installed at the top of the slide rods. A compression spring is connected between the sensing end of the pressure sensor and the floating electromagnet 802.

[0058] When the floating electromagnet 802 is working, it repels the strong magnetic unit 5, and the repulsive force between the floating electromagnet 802 and the strong magnetic unit 5 is greater than the attractive force of the floating electromagnet 802 on the steel plate 2 and the horizontal keel 4. When the floating electromagnet 802 is working, it moves towards the pressure sensor due to the repulsive force.

[0059] This embodiment also includes a magnetic attraction failure alarm system. The magnetic attraction failure alarm system includes a controller installed on any of the horizontal keels 4. The controller is connected to a communication module, a detection module and a timer. The communication module is used to connect to external devices so that other devices can remotely connect to the controller. Multiple failure monitoring units 8 are all signal connected to the detection module. The detection module is used to control the operation of the failure monitoring units 8 and to statistically analyze the detection data of the failure monitoring units 8.

[0060] In this embodiment, strong magnetic units 5 are used to install composite rock panels. During installation, multiple strong magnetic units 5 are first installed on the horizontal keel 4, and then the composite rock panel is directly attached to the strong magnetic units 5 so that the composite rock panel is attracted and fixed by the strong magnetic units 5. At this time, support plates 7 are installed at the upper and lower ends of the vertical keel 3 so that the composite rock panel is clamped and fixed.

[0061] In this embodiment, a failure monitoring unit 8 is installed on the horizontal keel 4 to detect whether the strong magnetic unit 5 has failed. At least one failure monitoring unit 8 is installed on each horizontal keel 4. The failure monitoring unit 8 is used to perform magnetic failure detection on the strong magnetic unit 5. The failure monitoring unit 8 is activated for a certain period of time or by control. During the detection, the floating electromagnet 802 and the pressure sensor 803 in the failure monitoring unit 8 are energized. The floating electromagnet 802 works at a set power. At this time, the floating electromagnet 802 and the strong magnetic unit 5 repel each other, thereby causing the pressure sensor 803 to be pressurized. When the pressure value detected by the pressure sensor 803 is lower than the set value, it is determined that the strong magnetic unit 5 has failed. At this time, the alarm device sounds an alarm.

[0062] This embodiment makes it easy to detect whether the strong magnetic unit 5 used to connect and fix the composite rock plate is faulty. Compared with the first embodiment, this embodiment makes it easier to detect the stability of the composite rock plate connection and is easy to install.

[0063] The third implementation method:

[0064] Figure 10As shown, in this embodiment, a strong magnetic unit 5, an auxiliary slide 6, a secondary hook and a main hook are used for installation. During installation, the strong magnetic unit 5 is fixedly connected to the auxiliary slide 6, and the failure monitoring unit 8 is installed. Then, the auxiliary slide 6 is snapped into the horizontal keel 4. At this time, the failure monitoring unit 8 is located between the auxiliary slide 6 and the horizontal keel 4.

[0065] When installing the composite rock panel, the steel plate 2 is attached to the strong magnetic unit 5, so that the composite rock panel can be attracted and fixed by the strong magnetic unit 5; at this time, the support plate 7 is installed at the upper and lower ends of the vertical keel 3 to clamp and fix the composite rock panel.

[0066] Compared to the first embodiment, in this embodiment, the composite rock plate and the strong magnetic unit installed on the auxiliary slide 6 attract each other. During installation, the position of the composite rock plate can be easily adjusted by the auxiliary slide 6, and the composite rock plate can also be easily removed from the auxiliary slide 6 for easy disassembly and assembly. It can also detect whether the strong magnetic unit 5 used to connect and fix the composite rock plate is malfunctioning.

[0067] However, this embodiment requires the use of a taller auxiliary slide 6 to ensure sufficient space for the failure monitoring unit 8, making this embodiment more expensive than the second embodiment.

[0068] This solution achieves highly efficient installation of composite rock panels through a strong magnetic unit or an auxiliary sliding table with hook and loop fasteners. The structure boasts high stability and allows for easy monitoring of connection stability after installation, with timely alarms triggered when connection stability declines. The structure facilitates reversible construction and convenient disassembly and maintenance. Furthermore, this solution uses an integrated rock panel to cover the entire building surface, resulting in high flatness. The structure is suitable for both walls and floors, demonstrating promising application prospects. Considering current practical needs, the above-described embodiments adopted in this application are not limited to these specific implementations. Various modifications made within the scope of knowledge possessed by those skilled in the art, without departing from the concept of this application, still fall within the protection scope of this invention.

Claims

1. A tempered rock plate mounting structure, characterized by: Includes composite rock slabs and steel frames; The composite rock panel includes a rock panel body (1), on which a steel plate (2) is laid. The steel frame includes multiple vertical keels (3), and horizontal keels (4) are connected between the multiple vertical keels (3). Multiple strong magnetic units (5) are connected to the horizontal keels (4). The strong magnetic unit (5) includes a strong magnet (501), and a self-tapping screw (502) is connected between the strong magnet (501) and the horizontal keel (4). The vertical keel (3) is equipped with a support plate (7) that matches the rock slab body (1) at both the upper and lower ends. The support plate (7) includes a Z-shaped strip (701) and one end of the Z-shaped strip (701) is connected to a retaining edge (702). The horizontal keel (4) includes a C-shaped steel keel, and a strip groove is pressed in the middle of the horizontal keel (4). Multiple evenly distributed slots are opened in the groove. A failure monitoring unit (8) matching the strong magnetic unit (5) is installed on the horizontal keel (4). The failure monitoring unit (8) includes a fixing ring (801). An internal threaded cylinder matching the self-tapping screw (502) is connected to the fixing ring (801). A pair of sliding rods are installed on the fixing ring (801). A floating electromagnet (802) is slidably connected to the sliding rod. A pressure sensor (803) matching the floating electromagnet is installed at the top of the sliding rod. A compression spring is connected between the sensing end of the pressure sensor and the floating electromagnet (802).

2. A mounting process applied to the tempered rock plate mounting structure of claim 1, characterized in that: Specifically, the following steps are included: S1, cut the rock slab body (1) and steel plate (2) according to the wall size; combine the cut rock slab body (1) and steel plate (2) to obtain composite rock slab; S2, then install the steel frame on the wall and select the strong magnetic unit (5) to install on the horizontal keel (4); when selecting the strong magnetic unit (5), perform S21; S21, After installing multiple strong magnetic units (5) at equal intervals on multiple horizontal keels (4), attach the composite rock plate to the horizontal keel (4) so ​​that the multiple strong magnetic units (5) attract the steel plate (2) and thus fix the composite rock plate. S3, finally attach the support plate (7) to the upper and lower ends of the composite rock slab and fix the support plate (7) to the horizontal keel (4).

3. The installation process for a tempered rock slab installation structure according to claim 2, characterized in that: Before the strong magnetic unit (5) in S21 is installed, a failure monitoring unit (8) matching the strong magnetic unit (5) is installed on the horizontal keel (4) and wires are laid, and multiple failure monitoring units (8) are connected in parallel.

4. The installation process for a tempered rock slab installation structure according to claim 2, characterized in that: When the strong magnetic unit (5) in S21 is installed, the opening side of the horizontal keel (4) is close to the wall, and the strong magnetic unit (5) is installed on both sides of the strip groove and is arranged symmetrically.

5. The installation process for a tempered rock slab installation structure according to claim 2, characterized in that: It also includes a magnetic attraction failure alarm system, which includes a controller installed on any of the horizontal keels (4), the controller being connected to a communication module, a detection module and a timer, and multiple failure monitoring units (8) being signal-connected to the detection module.

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