Tempered rock plate curtain wall structure mounting system

Abstract

The utility model relates to the technical field of rock plate assembly type buildings, in particular to a tempered rock plate curtain wall structure installation system which comprises a supporting unit used for hanging rock plates, and the back side of each rock plate is fixedly connected with a punched plate. The first steel plate reinforcing rib is horizontally arranged, the second steel plate reinforcing rib is vertically arranged, and the first steel plate reinforcing rib and the second steel plate reinforcing rib are both used for fixing two adjacent punched plates. The keels are connected to the two adjacent punched plates in a sealed mode, and sealing and waterproof treatment is conducted on gaps. The first steel plate reinforcing ribs and the second steel plate reinforcing ribs are arranged on the peripheral sides of the corresponding keels in a covering mode. The sides, deviating from the punched plate, of the first steel plate reinforcing rib and the second steel plate reinforcing rib are connected with the supporting unit. The first steel plate reinforcing ribs and the second steel plate reinforcing ribs can effectively improve the splicing stability between the adjacent rock plates, installation is more convenient and faster, grooving treatment does not need to be conducted on the rock plates, the supporting acting force directly acts on the punched plates, and therefore the rock plates are protected, and finished products are attractive.

Description

Technical Field

[0001] The utility model relates to the technical field of rock slab assembled buildings, in particular to a toughened rock slab curtain wall structure installation system. Background Art

[0002] Rock slabs are made of natural raw materials through special processes, with the help of a press of more than 10,000 tons (more than 15,000 tons), combined with advanced production technology, and fired at a high temperature of more than 1200℃. They are large-sized new ceramic materials that can withstand cutting, drilling, grinding and other processing processes. Rock slabs are mainly used in the fields of home furnishings and kitchen panels. As a new species in the home furnishing field, rock slab home furnishings have large specifications, strong plasticity, various colors, high temperature resistance, wear resistance, anti-penetration, acid and alkali resistance, zero formaldehyde, environmental protection and health, etc. Compared with other home furnishing products. When installing existing rock slabs, they are generally connected by slotting at the back, which is easy to damage the rock slabs and affect the appearance and quality of the rock slabs. Utility Model Content

[0003] In order to solve the technical defects raised in the above-mentioned background technology, the purpose of the utility model is to provide a tempered rock slab curtain wall structure installation system.

[0004] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0005] A tempered rock slab curtain wall structure installation system, comprising a support unit for hanging rock slabs, the back side of each rock slab being fixedly connected to one of the perforated plates; the first steel plate reinforcement ribs being horizontally arranged, the second steel plate reinforcement ribs being vertically arranged, the first steel plate reinforcement ribs and the second steel plate reinforcement ribs being used to fix two adjacent perforated plates; the keel being sealingly connected to two adjacent perforated plates, the first steel plate reinforcement ribs and the second steel plate reinforcement ribs being both covered on the outer peripheral side of the corresponding keel, and the first steel plate reinforcement ribs and the second steel plate reinforcement ribs being connected to the support unit on the side facing away from the perforated plate.

[0006] By adopting the above technical scheme, the corresponding keel seals and waterproofs the connecting gap between the two adjacent rock slabs, and a perforated plate is arranged on the back of the rock slab. The first steel plate reinforcement rib fixes the horizontal splicing side of the two adjacent perforated plates, and the second steel plate reinforcement rib fixes the vertical splicing side of the two adjacent perforated plates. The first steel plate reinforcement rib and the second steel plate reinforcement rib are connected to the supporting unit on the side away from the perforated plate, which can effectively improve the stability of the splicing between adjacent rock slabs, and the installation is more convenient without the need to groove the rock slabs. The supporting force also acts directly on the perforated plate, thereby protecting the rock slab and making the finished product beautiful.

[0007] Furthermore, the first steel plate reinforcement rib and the second steel plate reinforcement rib have the same structure, which saves costs. The cross section of the first steel plate reinforcement rib perpendicular to its length direction is set to a Z-shaped structure, one side of the first steel plate reinforcement rib is connected to the side of the corresponding keel away from the perforated plate, and the other side of the first steel plate reinforcement rib extends in the opposite direction and is fixedly connected to the perforated plate, thereby improving the stability and strength of the connection.

[0008] Furthermore, two of the first steel plate reinforcement ribs or two of the second steel plate reinforcement ribs are arranged on the circumferential side of each of the keels to improve the bearing strength and further improve the sealing and waterproofing effects.

[0009] Furthermore, a hanger is provided on both sides of the length direction of the second steel plate reinforcement, one side of the hanger is screwed to the second steel plate reinforcement, and the other side of the hanger is clamped on the support unit, which is convenient for installation and disassembly and reuse, saving costs.

[0010] Furthermore, the support unit includes a column and a beam, the column is arranged vertically, the beam is arranged horizontally, and the beam is fixedly connected to the column. The hanger is arranged in an L-shaped structure, and the other side of the hanger is clamped on the beam, which is convenient for installation and removal.

[0011] Furthermore, an open groove is provided on the other side of the hanging piece, and the hanging piece is clamped on the crossbeam based on the groove. The clamping structure is more stable and prevents horizontal displacement from causing unstable installation.

[0012] Furthermore, the first steel plate reinforcement ribs and the second steel plate reinforcement ribs are welded to the perforated plate, so that the rock plate can be installed more firmly.

[0013] In summary, the beneficial effects of the utility model are:

[0014] The utility model seals and waterproofs the connecting gap between two adjacent rock slabs through corresponding keels, a perforated plate is arranged on the back of the rock slab, the first steel plate reinforcement rib fixes the horizontal splicing side of the two adjacent perforated plates, the second steel plate reinforcement rib fixes the vertical splicing side of the two adjacent perforated plates, and is connected to the supporting unit through the first steel plate reinforcement rib and the second steel plate reinforcement rib on the side away from the perforated plate, which can effectively improve the stability of the splicing between adjacent rock slabs, and is more convenient to install without grooving the rock slabs. The supporting force also acts directly on the perforated plate, thereby protecting the rock slab and making the finished product beautiful. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a partial structural schematic diagram of the toughened rock slab curtain wall structure installation system of the utility model.

[0016] Figure 2 It is a structural schematic diagram of the tempered rock slab curtain wall structure installation system of the utility model from another perspective.

[0017] Description of reference numerals in the figures:

[0018] 1. Tempered rock slab curtain wall structure installation system; 2. Support unit; 21. Column; 22. Beam; 3. Rock slab; 4. Perforated plate; 5. Keel; 6. First steel plate reinforcement rib; 7. Second steel plate reinforcement rib; 8. Hanging parts. DETAILED DESCRIPTION

[0019] 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 belong to the scope of protection of the utility model.

[0020] Those skilled in the art should understand that, in the disclosure of the present invention, the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship are based on the orientation or position relationship shown in the drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, the above terms should not be understood as limiting the present invention.

[0021] In the description of the utility model, if there is a word description such as "several", it means one or more, and the meaning of "more" is two or more. Greater than, less than, and more than are understood to exclude the number itself, and above, below, and within are understood to include the number itself. If there is a description of the first, second, and third, it is only used to distinguish the technical features, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of the indicated technical features or implicitly indicating the order of the indicated technical features.

[0022] The following is combined with Figure 1-2 , the embodiments of the utility model are further described in detail.

[0023] A tempered rock slab curtain wall structure installation system 1, such as Figure 1 , Figure 2As shown, it includes a support unit 2 for hanging rock slabs 3, and the back side of each rock slab 3 is fixedly connected to a perforated plate 4. The first steel plate reinforcement rib 6 is arranged horizontally, and the second steel plate reinforcement rib 7 is arranged vertically. The first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 are both used to fix two adjacent perforated plates 4. The keel 5 is sealed and connected to the side of the two adjacent perforated plates 4 away from the rock slab 3, and the first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 are both covered on the outer peripheral side of the corresponding keel 5. The first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 are connected to the support unit 2 on the side away from the perforated plate 4.

[0024] The corresponding keel 5 seals and waterproofs the connecting gap between the two adjacent rock slabs 3. A perforated plate 4 is arranged on the back of the rock slab 3. The first steel plate reinforcement rib 6 fixes the horizontal splicing side of the two adjacent perforated plates 4. The second steel plate reinforcement rib 7 fixes the vertical splicing side of the two adjacent perforated plates 4. The first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 are connected to the support unit 2 on the side away from the perforated plate 4. The stability of the splicing between the adjacent rock slabs 3 can be effectively improved, and the installation is more convenient. There is no need to groove the rock slab 3. The supporting force also acts directly on the perforated plate 4, thereby protecting the rock slab 3 and making the finished product beautiful.

[0025] In this embodiment, the first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 have the same structure, which saves costs. The cross section of the first steel plate reinforcement rib 6 perpendicular to its length direction is set to a Z-shaped structure, one side of the first steel plate reinforcement rib 6 is connected to the side of the corresponding keel 5 away from the perforated plate 4, and the other side of the first steel plate reinforcement rib 6 extends in the opposite direction and is fixedly connected to the perforated plate 4, thereby improving the stability and strength of the connection.

[0026] The first steel plate reinforcement rib 6 and the second steel plate reinforcement rib 7 are both welded to the perforated plate 4, so that the rock plate 3 is installed more firmly.

[0027] Each keel 5 is provided with two first steel plate reinforcement ribs 6 or two second steel plate reinforcement ribs 7 on its circumference, which can improve the bearing strength, fix the keel 5, realize the recycling and reuse of the keel 5, save costs, and further improve the sealing and waterproofing effects. The keel 5 is set as a U-shaped structure, which can seal the installation seam between two adjacent rock plates 3 and achieve waterproofing effects.

[0028] Among them, a hanger 8 is provided on both sides of the length direction of the second steel plate reinforcement rib 7, and one side of the hanger 8 is screwed to the second steel plate reinforcement rib 7. The other side of the hanger 8 is clamped on the support unit 2, which is convenient for installation and disassembly and reuse, saving costs.

[0029] Moreover, in order to make the rock slab 3 hung more firmly, a plurality of groups of second steel plate reinforcement ribs 7 can be arranged at intervals on the back side of the perforated plate 4. Each group of second steel plate reinforcement ribs 7 is provided with a hanger 8, and the hanger 8 is hung on the crossbeam 22, so as to ensure the overall flatness of the rock slab 3.

[0030] The support unit 2 includes a column 21 and a crossbeam 22. The column 21 is arranged vertically and is welded to a mounting seat of the wall through an L-shaped iron plate. The crossbeam 22 is arranged horizontally and is fixedly connected to the column 21. The crossbeam 22 is arranged on the side of the column 21 away from the wall, and the column 21 and the crossbeam 22 are arranged in a grid. The hanger 8 is arranged as an L-shaped structure, and the other side of the hanger 8 is clamped on the crossbeam 22, which is convenient for installation and removal. The column 21 and the crossbeam 22 can be arranged as a square tube structure.

[0031] Specifically, an open groove is provided on the other side of the hanging member 8, and the hanging member 8 is clamped on the crossbeam 22 based on the groove. The clamping structure is more stable and prevents horizontal displacement from causing unstable installation.

[0032] During installation, the columns 21 and the beams 22 are spliced ​​and stabilized, and then the adjacent rock slabs 3 are aligned and the keel 5 is installed. The first steel plate reinforcement 6 and the second steel plate reinforcement 7 are installed to the corresponding positions, and then the first steel plate reinforcement 6, the second steel plate reinforcement 7 and the perforated plate 4 are welded to improve the stability of the structure. The keel 5 is extruded and coated on the joint of two adjacent rock slabs 3 by two first steel plate reinforcements 6 or two second steel plate reinforcements 7, which can improve the reuse rate of the keel 5 and save costs. Next, the hanger 8 is screwed to the corresponding second steel plate reinforcement 7. After assembly, the entire component is moved together to the support unit 2, and the hanger 8 is hung on the beam 22.

[0033] The embodiments of this specific implementation are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. The same components are represented by the same figure marks. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. The installation system of tempered rock slab curtain wall structure is characterized by: It comprises a support unit (2) for hanging rock slabs (3), the back side of each rock slab (3) is fixedly connected to a perforated plate (4); a first steel plate reinforcement rib (6) is arranged horizontally, and a second steel plate reinforcement rib (7) is arranged vertically, and the first steel plate reinforcement rib (6) and the second steel plate reinforcement rib (7) are both used to fix two adjacent perforated plates (4); a keel (5) is sealed and connected to two adjacent perforated plates (4), and the first steel plate reinforcement rib (6) and the second steel plate reinforcement rib (7) are both covered on the outer peripheral side of the corresponding keel (5), and the first steel plate reinforcement rib (6) and the second steel plate reinforcement rib (7) are connected to the support unit (2) on the side away from the perforated plate (4).

2. The toughened rock slab curtain wall structure installation system according to claim 1 is characterized in that: The first steel plate reinforcement rib (6) and the second steel plate reinforcement rib (7) have the same structure; the cross section of the first steel plate reinforcement rib (6) perpendicular to its length direction is set to a Z-shaped structure, one side of the first steel plate reinforcement rib (6) is connected to the side of the corresponding keel (5) away from the perforated plate (4), and the other side of the first steel plate reinforcement rib (6) extends in the opposite direction and is fixedly connected to the perforated plate (4).

3. The toughened rock slab curtain wall structure installation system according to claim 2 is characterized in that: Two of the first steel plate reinforcing ribs (6) or two of the second steel plate reinforcing ribs (7) are arranged on the circumferential side of each of the keels (5).

4. The toughened rock slab curtain wall structure installation system according to claim 1, characterized in that: A hanger (8) is provided on both sides of the second steel plate reinforcement rib (7) in the length direction, one side of the hanger (8) is screwed to the second steel plate reinforcement rib (7), and the other side of the hanger (8) is clamped on the support unit (2).

5. The toughened rock slab curtain wall structure installation system according to claim 4 is characterized in that: The support unit (2) comprises a column (21) and a crossbeam (22); the column (21) is arranged vertically, the crossbeam (22) is arranged horizontally, and the crossbeam (22) is fixedly connected to the column (21); the hanger (8) is arranged as an L-shaped structure, and the other side of the hanger (8) is clamped on the crossbeam (22).

6. The toughened rock slab curtain wall structure installation system according to claim 5 is characterized in that: An open groove is provided on the other side of the hanging piece (8), and the hanging piece (8) is clamped on the crossbeam (22) based on the groove.

7. The toughened rock slab curtain wall structure installation system according to claim 1, characterized in that: The first steel plate reinforcing rib (6) and the second steel plate reinforcing rib (7) are both welded to the perforated plate (4).

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