Assembly type composite rock plate dry hanging installation structure

Abstract

The utility model relates to the technical field of rock plates, in particular to an assembly type composite rock plate dry hanging installation structure which comprises a frame and a rock plate body hung on the frame, a plurality of composite sections are arranged on the back face of the rock plate body in the length direction of the rock plate body, and metal plates are compounded in the composite sections. The rock plate body is divided into a plurality of composite sections, metal plates are composited on the composite sections, transverse hanging pieces used for hanging are arranged between the adjacent composite sections, the length of the transverse hanging pieces corresponds to the width of the rock plate body, and the transverse hanging pieces are fixedly adhered to the back face of the rock plate body. The adjacent metal plates are not connected with each other and are separated through the transverse hanging pieces, so that internal stress is released, the metal plates are prevented from warping, normal use of the composite rock plate is further ensured, meanwhile, the transverse hanging pieces can serve as cross beams of the rock plate body, and the overall stability of the rock plate body is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of rock slabs, in particular to a dry hanging installation structure for assembled composite rock slabs. Background Technique

[0002] As a new type of decorative material, due to its special manufacturing process, rock slabs can restore the texture and color of stone, presenting a unique aesthetic feeling, and are widely used in background walls, decorative walls, ceiling decorations, etc. Referring to a kind of assembled composite rock slab structure with the publication (announcement) number: CN221255958U, it improves the overall strength by compounding a bottom plate on the back of the rock slab, and installs hanging parts by setting draw nails on the bottom plate for hanging the rock slab. However, when using a metal plate as the bottom plate to compound the rock slab, there are certain defects. The area of the compounded metal plate needs to correspond to the area of the rock slab. When the area of the rock slab is large, the whole rock slab and the metal plate are compounded, and the internal stress is difficult to be released. During use, if the stress of the composite plate is not released, the phenomenon of warping of the metal plate is likely to occur, such as the metal plate bulging, etc., thus affecting the normal use. Moreover, for the existing rock slab hanging structure, that is, fixing the hanging parts through draw nails and then hanging them on the hooks of the fixed frame through the hanging parts. However, for such a point-to-point hanging structure, the stress points between the rock slab and the fixed frame are small, resulting in its instability. Content of the Utility Model

[0003] The utility model aims to provide a dry hanging installation structure for assembled composite rock slabs to prevent the warping of the metal plate and improve the stability.

[0004] To achieve the above object, the utility model provides the following technical solution: A dry hanging installation structure for assembled composite rock slabs, including a frame and a rock slab main body hung on the frame. A plurality of composite intervals are arranged on the back of the rock slab main body along its length direction. Metal plates are compounded in a plurality of the composite intervals, and a horizontal row of hanging parts for hanging is arranged between adjacent composite intervals. The length of the horizontal row of hanging parts corresponds to the width of the rock slab main body, and the horizontal row of hanging parts is adhered to the back of the rock slab main body.

[0005] Further, it includes a plurality of cross beams horizontally arranged on the installation surface. Hooks are arranged on the cross beams along their length direction. The horizontal row of hanging parts is provided with a notch with the opening facing downwards.

[0006] Further, a plurality of connecting strip holes for installing hooks are arranged on the cross beams along their length direction.

[0007] Further, the metal plate and the horizontal row of hanging parts have the same length and correspond to the width of the rock slab main body.

[0008] Further, vertical frames are symmetrically arranged at both side parts of the back surface of the slab body. The length of the vertical frames is the same as that of the slab body, and both ends of the horizontal row of hanging parts respectively abut against one surface of the two vertical frames close to each other.

[0009] Further, the metal plate is integrally formed, and convex parts are evenly distributed on the back surface of the metal plate, and concave parts are formed on the front surface of the metal plate at the positions of the convex parts.

[0010] Compared with the prior art, the beneficial effects of the present utility model are as follows: by dividing the slab body into a plurality of composite intervals and respectively compounding metal plates, the adjacent metal plates are not connected to each other and are spaced apart by the arranged horizontal row of hanging parts in the middle, so that the internal stress is released, the warping of the metal plates is prevented, and thus the normal use of the composite slab is ensured. At the same time, the arranged plurality of horizontal row of hanging parts can also act as cross beams of the slab body, improving its overall stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 is a schematic diagram of the overall structure of the present utility model.

[0012] Figure 2 is Figure 1 an enlarged view of part A in

[0013] Figure 3 is a three-dimensional view of the present utility model.

[0014] Figure 4 is a schematic diagram of the disassembly of the horizontal row of hanging parts, hooks and cross beams in the present utility model.

[0015] In the figure: slab body 1, metal plate 2, horizontal row of hanging parts 3, cross beam 4, hook 5, composite interval 10, notch 30, connecting strip hole 40, vertical frame 101. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0016] The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0017] As shown in the attached drawings, an assembled composite rock slab dry-hanging installation structure of the present utility model includes a frame and a rock slab main body 1 hung on the frame. Multiple equidistant composite intervals 10 are arranged and divided on the back of the rock slab main body 1 along its length direction. The multiple composite intervals 10 are the same, and a metal plate 2 is composite in each of the multiple composite intervals 10. The metal plate 2 and the rock slab main body 1 can be composite by glue, which can refer to the existing structure. A horizontal hanging member 3 for hanging is arranged between adjacent composite intervals 10. Multiple metal plates 2 and horizontal hanging members 3 are composite on the rock slab main body 1 to form an integral composite rock slab. The length of the horizontal hanging member 3 corresponds to the width of the rock slab main body 1. The horizontal hanging member 3 is adhered to the back of the rock slab main body 1. The horizontal hanging member 3 is arranged between adjacent composite intervals 10. The length of the horizontal hanging member 3 is less than or equal to the width of the rock slab main body 1 and does not protrude from the rock slab main body 1 in the width direction of the rock slab main body 1. The rock slab main body 1 can also slide on the frame through the horizontal hanging member 3.

[0018] An assembled composite rock slab dry-hanging installation structure of the present utility model divides the rock slab main body 1 into multiple composite intervals 10 and respectively composites metal plates 2. The adjacent metal plates 2 are not connected to each other and are separated by the arranged horizontal hanging members 3 in the middle, so that the internal stress is released, preventing the metal plates 2 from warping, and thus ensuring the normal use of the composite rock slab. At the same time, the multiple arranged horizontal hanging members 3 can also act as cross beams 4 of the rock slab main body 1. Moreover, the strip-shaped horizontal hanging members 3 can act on multiple hooks 5 at the same time. During installation, there is no need to perform point-to-point alignment, improving its overall stability. Multiple composite rock slabs can be installed on one wall. Before installation, the frame needs to be fixed on the wall surface, and then multiple composite rock slabs are hung on the frame. During installation, the rock slab main body 1 can be directly hung on the corresponding hanging places on the frame through the horizontal hanging member 3 to achieve dry-hanging installation, without using other connection structures to install the composite rock slab. After hanging, the composite rock slab can slide in the length direction of the horizontal hanging member 3 to adjust its position on the wall surface. After hanging, the composite rock slab can be stably hooked on the frame due to its own weight.

[0019] In this embodiment, there are multiple cross beams 4 horizontally arranged on the installation surface. Hooks 5 are arranged along the length direction of the cross beam 4. The multiple cross beams 4 can be directly and horizontally fixed to the wall through connecting parts. There are multiple hooks 5 on one cross beam 4, which belongs to the existing structure. The existing frame may also include vertical support columns. The horizontal row hanging parts 3 are provided with notches 30 facing downward. The cross beam 4 is arranged with multiple connecting strip holes 40 for installing the hooks 5 along the length direction. The hook 5 and the cross beam 4 are fixedly connected through connecting parts such as bolts. After the hook 5 is installed, the composite rock slab is directly hung on the hook 5 through the horizontal row hanging part 3. The notch 30 of the horizontal row hanging part 3 faces downward, and the hook 5 is bent upward correspondingly. After the hanging is completed, the self-weight of the composite rock slab will generate a downward force on the hook 5, making the hanging between the hook 5 and the horizontal row hanging part 3 tighter. Screws can also be further driven into the hook 5 and the horizontal row hanging part 3 for fixation.

[0020] In this embodiment, the metal plate 2 and the horizontal row hanging part 3 have the same length and correspond to the width of the rock slab main body 1. The length of the metal plate 2 and the horizontal row hanging part 3 is equal to or less than the width of the rock slab main body 1. When there is no vertical frame 101 on the back of the composite rock slab, the length of the metal plate 2 and the horizontal row hanging part 3 is equal to the width of the rock slab main body 1.

[0021] In this embodiment, vertical frames 101 are symmetrically arranged on both side edges of the back of the rock slab main body 1. The length of the vertical frame 101 is the same as the length of the rock slab main body 1. The two ends of the horizontal row hanging part 3 respectively abut against the adjacent sides of the two vertical frames 101. If vertical frames 101 are arranged on both sides of the back of the rock slab main body 1, the width of the vertical frame 101 will occupy part of the position. Therefore, the length of the metal plate 2 and the horizontal row hanging part 3 is less than the width of the rock slab main body 1. Any two adjacent horizontal row hanging parts 3 and the two vertical frames 101 on the back of the rock slab main body 1 can cooperate to form a rectangular structure, which can further improve the stability of the composite rock slab.

[0022] In this embodiment, the metal plate 2 is integrally formed. Protrusions are evenly distributed on the back of the metal plate 2, and depressions are formed on the front of the metal plate 2 due to the protrusions.

[0023] The above embodiments are the preferred embodiments of the present invention. All structures similar to the present invention and equivalent changes made thereto shall fall within the protection scope of the present invention.

Claims

1. An assembled composite rock slab dry hanging installation structure, comprising a frame and a rock slab body hung on the frame, characterized in that: The back of the rock slab body is arranged with multiple composite sections along its length direction, and the multiple composite sections are all composited with metal plates, and horizontal hangers for hanging are arranged between adjacent composite sections. The length of the horizontal hangers corresponds to the width of the rock slab body, and the horizontal hangers are adhered to the back of the rock slab body.

2. The assembled composite rock slab dry hanging installation structure according to claim 1 is characterized by: The frame comprises a plurality of cross beams arranged from top to bottom, the cross beams are provided with a plurality of hooks arranged in the length direction thereof, and the cross-row hangers are provided with recesses opening downwards.

3. The assembled composite rock slab dry hanging installation structure according to claim 2 is characterized by: The crossbeam is arranged along its length direction with a plurality of connecting strip holes for installing hooks.

4. The assembled composite rock slab dry hanging installation structure according to claim 1 is characterized by: The lengths of the metal plate and the horizontal row of hangers are the same and correspond to the width of the rock slab body.

5. The assembled composite rock slab dry hanging installation structure according to claim 1 is characterized by: Vertical frames are symmetrically arranged on both sides of the back side of the rock board body, and the length of the vertical frames is the same as the length of the rock board body. The two ends of the horizontal hanging parts are respectively abutted against the sides of the two vertical frames that are close to each other.

6. The assembled composite rock slab dry hanging installation structure according to claim 1 is characterized by: The metal plate is integrally formed, and convex parts are evenly distributed on the back of the metal plate, and the convex parts form concave parts on the front of the metal plate.

Images