GRG-based high-performance glass fiber dipped gypsum reinforcing structure

Abstract

The utility model relates to the technical field of building materials, and discloses a GRG-based high-performance glass fiber gypsum dipping reinforcing structure which comprises a GRG plate, an anchoring mechanism, an anti-falling mechanism and a reinforcing mechanism. The anchoring mechanism is anchored to the roof, and the end, away from the roof, of the anchoring mechanism is connected with the multiple GRG plates. One ends of the multiple anti-falling mechanisms are connected with the anchoring mechanism, the other ends of the multiple anti-falling mechanisms are connected with the multiple GRG plates, through the anchoring mechanism and the anti-falling mechanisms, the GRG plates can be hung more firmly, and falling of the GRG plates is avoided; the reinforcing mechanisms are arranged between the adjacent GRG plates, the reinforcing mechanisms are connected with the adjacent GRG plates correspondingly, the reinforcing mechanisms are used for reinforcing connection between the GRG plates, cracking and deformation of gaps for connection of the GRG plates are avoided, the technical problems that in the prior art, the connecting positions are prone to deformation, joints are prone to cracking, and even the GRG plates fall off are solved, and the purposes that the GRG plates are firmly connected, the service life of the GRG plates is prolonged, and the service life of the GRG plates is prolonged are achieved. And meanwhile, the falling of the GRG board is avoided.

Description

Technical Field

[0001] This utility model relates to the field of building materials technology, and in particular to a GRG high-performance glass fiber dipped in gypsum reinforcement structure. Background Technology

[0002] In interior decoration, decorative shapes are becoming increasingly diverse, and hyperboloids are a commonly used design element. To ensure a perfect decorative effect, curved ceilings often use glass fiber reinforced gypsum (GRG) for their design. GRG has advantages such as high strength, light weight, non-deformation, good fire resistance, moisture resistance, sound insulation, and excellent design effect. It is often used in high-end ceilings and artistic decorative projects in various buildings.

[0003] Currently, GRG panels present certain installation challenges. The conventional splicing method involves placing a pad or limiting block between the connecting ends of two GRG panels and then connecting them with bolts. However, due to metal corrosion and fatigue, the connection is prone to deformation and cracking, which can even cause the GRG panels to fall off and pose a danger. Utility Model Content

[0004] The purpose of this invention is to provide a high-performance GRG fiberglass reinforced plaster structure to solve the technical problems in the prior art, such as easy deformation at the joints, easy cracking of the seams, and even GRG board falling off.

[0005] To solve the above-mentioned technical problems, this utility model provides a GRG high-performance glass fiber dipped in plaster reinforcement structure, including a GRG board, an anchoring mechanism, an anti-detachment mechanism and a reinforcement mechanism;

[0006] The anchoring mechanism is anchored to the roof, and the end of the anchoring mechanism away from the roof is connected to multiple GRG plates;

[0007] One end of each of the multiple anti-detachment mechanisms is connected to the anchoring mechanism, and the other end of each of the multiple anti-detachment mechanisms is connected to the multiple GRG plates;

[0008] The reinforcement mechanism is disposed between adjacent GRG plates, and the reinforcement mechanism is connected to the adjacent GRG plates respectively.

[0009] In an optional embodiment, a side plate is provided at each end of the GRG plate, the side plate is arranged perpendicular to the GRG plate, and the side plate is connected to the reinforcement mechanism.

[0010] In an optional embodiment, the reinforcement mechanism includes a reinforcement bolt and a reinforcement nut, the reinforcement bolt being inserted through two adjacent side plates, and the reinforcement nut being threadedly connected to the reinforcement bolt.

[0011] In an optional embodiment, the reinforcement mechanism further includes a reinforcement plate disposed between adjacent side plates, with both sides of the reinforcement plate abutting against the two side plates respectively, and the reinforcement plate being sleeved on the reinforcement bolt.

[0012] In an optional embodiment, the reinforcement mechanism further includes reinforcement mud, which is laid between adjacent GRG plates.

[0013] In an optional embodiment, the anchoring mechanism includes an anchor bolt, a first corner bracket, a second corner bracket, and a third corner bracket. The anchor bolt is anchored to the roof. The first corner bracket is connected to the anchor bolt. The second corner bracket is arranged perpendicular to the roof and connected to the first corner bracket. The third corner bracket is arranged parallel to the roof and connected to the second corner bracket. The third corner bracket is also connected to the GRG plate.

[0014] In an optional embodiment, the anchoring mechanism further includes a screw, one side of which is connected to the third angle bracket and the other side is connected to a pre-embedded angle bracket on the GRG plate.

[0015] In an optional embodiment, the anti-detachment mechanism includes a steel wire chain and a buckle. The buckle is fixed to the side of the third corner bracket near the GRG plate. One end of the steel wire chain is connected to the buckle, and the other end is connected to a fastener on the GRG plate.

[0016] This utility model provides a high-performance fiberglass reinforced plaster (GRG) structure, including GRG boards, anchoring mechanisms, anti-detachment mechanisms, and reinforcement mechanisms. The anchoring mechanism is anchored to the roof, with one end of the anchoring mechanism away from the roof connected to multiple GRG boards. One end of each of the multiple anti-detachment mechanisms is connected to the anchoring mechanism, and the other end of each anti-detachment mechanism is connected to multiple GRG boards. Through the anchoring and anti-detachment mechanisms, the GRG boards can be more securely suspended, preventing them from falling. The reinforcement mechanisms are set between adjacent GRG boards and are connected to each adjacent GRG board. The reinforcement mechanisms are used to reinforce the connection between the GRG boards, preventing cracking and deformation at the joints. This solves the technical problems of easy deformation, cracking, and even GRG board falling at the joints in the prior art, achieving a firm connection between GRG boards while preventing them from falling. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the structure of the GRG high-performance glass fiber dipped in plaster reinforcement device mentioned in the embodiments of this utility model;

[0018] Figure 2This is a schematic diagram of the reinforcement mechanism of the GRG high-performance glass fiber dipped in plaster reinforcement structure device mentioned in the embodiments of this utility model.

[0019] In the diagram, 1-anchor bolt; 2-first corner bracket; 3-roof; 4-embedded corner bracket; 5-second corner bracket; 6-third corner bracket; 7-wire chain; 8-screw; 9-reinforcement mechanism; 901-reinforcement mud; 902-reinforcement plate; 903-reinforcement nut; 904-GRG plate. Detailed Implementation

[0020] The specific embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples. The following examples are used to illustrate this utility model, but are not intended to limit the scope of this utility model.

[0021] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0022] In related technologies, GRG boards are difficult to install. The conventional splicing method is to set a pad or limit block between the connecting ends of two GRG boards and then connect them with bolts. However, with the corrosion and fatigue of the metal, the connection is prone to deformation and cracking, and may even cause the GRG board to fall off and cause danger.

[0023] In view of this, such as Figure 1 and Figure 2 As shown, some embodiments of this utility model provide a GRG high-performance fiberglass-coated plaster reinforcement structure, including a GRG board 904, an anchoring mechanism, an anti-detachment mechanism, and a reinforcement mechanism 9; the anchoring mechanism is anchored to the roof 3, and one end of the anchoring mechanism away from the roof 3 is connected to multiple GRG boards 904; one end of each of the multiple anti-detachment mechanisms is connected to the anchoring mechanism, and the other end of each of the multiple anti-detachment mechanisms is connected to multiple GRG boards 904; the reinforcement mechanism 9 is disposed between adjacent GRG boards 904, and the reinforcement mechanism 9 is connected to adjacent GRG boards 904 respectively.

[0024] In the above embodiment, the anchoring mechanism is anchored to the roof 3 by mechanical anchoring, such as expansion bolts, or by chemical anchoring, such as vinyl ester resin. The anchoring mechanism can be driven vertically into the roof 3, and the anchoring mechanism is firmly connected to the roof 3. Then, a GRG plate 904 and an anti-detachment mechanism are connected to the end of the anchoring mechanism away from the roof 3. The anti-detachment mechanism is also connected to the GRG plate 904, and the anti-detachment mechanism is provided with a 20% redundancy so that if the GRG plate 904 is detached from the anchoring mechanism, the anti-detachment mechanism can pull the GRG plate 904 again to prevent the GRG plate 904 from detaching from the anchoring mechanism. 4. Direct falling poses a danger. GRG board 904 can be made into various flat boards, various functional products, and various artistic shapes. GRG board 904 can be prefabricated and numbered according to the required installation shape. Then, during on-site construction, each GRG board 904 is installed in the preset position according to the number on it. The reinforcement mechanism 9 can be set in the gap between adjacent GRG boards 904. The reinforcement mechanism 9 can firmly connect adjacent GRG boards 904, prevent deformation of the gap between GRG boards 904, and prevent GRG boards 904 from cracking and falling.

[0025] This utility model provides a high-performance GRG fiberglass reinforced plaster structure, including a GRG board 904, an anchoring mechanism, an anti-detachment mechanism, and a reinforcement mechanism 9. The anchoring mechanism is anchored to the roof 3, and one end of the anchoring mechanism away from the roof 3 is connected to multiple GRG boards 904. One end of each of the multiple anti-detachment mechanisms is connected to the anchoring mechanism, and the other end of each of the multiple anti-detachment mechanisms is connected to multiple GRG boards 904. Through the anchoring mechanism and the anti-detachment mechanism, the GRG boards 904 can be more firmly suspended, preventing them from falling. The reinforcement mechanism 9 is set between adjacent GRG boards 904 and is connected to each adjacent GRG board 904. The reinforcement mechanism 9 is used to reinforce the connection between the GRG boards 904, preventing cracking and deformation of the joints. This solves the technical problems of easy deformation, easy cracking of joints, and even GRG board 904 falling in the prior art, achieving the technical effect of firm connection between GRG boards 904 and preventing GRG board 904 from falling.

[0026] In an optional embodiment, a side plate is provided at each end of the GRG plate 904, the side plate is arranged perpendicular to the GRG plate 904, and the side plate is connected to the reinforcement mechanism 9.

[0027] In the above embodiment, the side plate can be integrally arranged with the GRG plate 904. An angle iron can be pre-embedded in the side plate, with one side inside the side plate and the other side inside the GRG plate 904, so that the connection between the GRG plate 904 and the side plate is more secure. At the gap between two adjacent GRG plates 904, the two side plates are arranged opposite and parallel to each other, so that the connection area between the two adjacent GRG plates 904 is larger, and the connection is more secure through the reinforcement mechanism 9.

[0028] In an optional embodiment, the reinforcement mechanism 9 includes a reinforcement bolt and a reinforcement nut 903. The reinforcement bolt passes through two adjacent side plates, and the reinforcement nut 903 is threadedly connected to the reinforcement bolt.

[0029] In the above embodiment, the reinforcing bolt and the reinforcing nut 903 can be through bolts, and corresponding holes can be drilled in the two adjacent side plates so that the reinforcing bolt can pass through the holes in the two side plates and be locked by the reinforcing nut 903 on the other side, thereby making the connection between the two adjacent GRG plates 904 more secure.

[0030] In an optional embodiment, the reinforcement mechanism 9 further includes a reinforcement plate 902, which is disposed between adjacent side plates. The two sides of the reinforcement plate 902 abut against the two side plates respectively, and the reinforcement plate 902 is sleeved on the reinforcement bolt.

[0031] In the above embodiment, the reinforcing plate 902 can be made of wood, and the reinforcing plate 902 can be rectangular. Holes are also drilled on the reinforcing plate 902. The reinforcing bolt passes through one side plate, the reinforcing plate 902 and another side plate in sequence and is connected to the reinforcing nut 903. The thickness of the reinforcing plate 902 can be 10mm. The two sides of the reinforcing plate 902 abut against the two adjacent side plates respectively, so that the reinforcing plate 902 can avoid gaps between two adjacent GRG plates 904, so that the GRG plates 904 can easily shake, thereby increasing the stability of the GRG plates 904.

[0032] In an optional embodiment, the reinforcement mechanism 9 further includes reinforcement mud 901, which is laid between adjacent GRG plates 904.

[0033] In the above embodiment, 50% to 70% of GRG-specific high-strength gypsum powder and 30% to 50% of water are mixed to an appropriate consistency. During the mixing process, glass fiber filaments cut to an appropriate length are evenly mixed in to obtain reinforcing putty 901. Reinforcing putty 901 is used to coat the gaps between adjacent GRG boards 904 and to cover the space between the two side panels, the circumference of the two side panels, the reinforcing bolts, the reinforcing nuts 903, and the reinforcing plate 902. A recess can be provided at the edge of each GRG board 904 away from the roof 3. The recess extends towards the roof 3 and is arranged along the circumference of the GRG board 904 so that the two recesses of two adjacent GRG boards 904 are close to each other. The two recesses can be filled by reinforcing putty 901 so that the filled reinforcing putty 901 is flush with the surface of the GRG board 904, making the overall appearance more beautiful and the connection between the two GRG boards 904 more secure.

[0034] Optionally, after the reinforcing putty 901 has been filled and applied, it can be allowed to harden before being sanded to make the surface smoother and more aesthetically pleasing.

[0035] In an optional embodiment, the anchoring mechanism includes an anchor bolt 1, a first angle bracket 2, a second angle bracket 5, and a third angle bracket 6. The anchor bolt 1 is anchored at the roof 3. The first angle bracket 2 is connected to the anchor bolt 1. The second angle bracket 5 is arranged perpendicular to the roof 3 and is connected to the first angle bracket 2. The third angle bracket 6 is arranged parallel to the roof 3 and is connected to the second angle bracket 5. The third angle bracket 6 is also connected to the GRG plate 904.

[0036] In the above embodiments, the first angle bracket 2, the second angle bracket 5, and the third angle bracket 6 can all be made of galvanized angle steel. The connection between the anchor bolt 1 and the first angle bracket 2 can be achieved by bolts and nuts. That is, the anchor bolt 1 is provided with external threads, and the first angle bracket 2 is locked onto the anchor bolt 1 by the nut so that the first angle bracket 2 is close to the surface of the roof 3. The second angle bracket 5 can be set perpendicular to the first angle bracket 2 and welded to the first angle bracket 2. Then, the third angle bracket 6 is welded to the end of the second angle bracket 5 away from the first angle bracket 2. The third angle bracket 6 can be set perpendicular to the second angle bracket 5 so that the third angle bracket 6 can be parallel to the roof 3. The third angle bracket 6 can connect the GRG plate 904 and the anti-detachment mechanism, thereby fixing the GRG plate 904 and installing the anti-detachment mechanism to prevent the GRG plate 904 from falling off.

[0037] Optionally, multiple first corner brackets 2, second corner brackets 5, and third corner brackets 6 can be provided. Multiple first corner brackets 2, second corner brackets 5, and third corner brackets 6 are arranged at intervals along the surface of the roof 3. Multiple first corner brackets 2, second corner brackets 5, and third corner brackets 6 are arranged according to the hoisting requirements of the GRG panel 904.

[0038] In an optional embodiment, the anchoring mechanism further includes a screw 8, one side of which is connected to the third angle bracket 6, and the other side is connected to the pre-embedded angle bracket 4 on the GRG plate 904.

[0039] In the above embodiment, the screw 8 is provided with external threads. One end of the screw 8 can be threaded to the third angle bracket 6, and the other end of the screw 8 can be threaded to the embedded angle bracket 4 on the GRG plate 904. The embedded angle bracket 4 can be right-angled. One side of the embedded angle bracket 4 can be fixed to the side plate through holes and reinforcing bolts, or it can be directly integrally formed with the GRG plate 904. A metal angle bracket can be provided inside the embedded angle bracket 4. The side of the embedded angle bracket 4 near the third angle bracket 6 is set parallel to the third angle bracket 6. The screw 8 can pass through the side of the embedded angle bracket 4 near the third angle bracket 6 and be threaded, thereby facilitating the adjustment of the hoisting height of the GRG plate 904 and making the effect of the GRG plate 904 after installation better.

[0040] In an optional embodiment, the anti-detachment mechanism includes a steel wire chain 7 and a buckle. The buckle is fixed to the side of the first triangular code 6 near the GRG plate 904. One end of the steel wire chain 7 is connected to the buckle, and the other end is connected to a fastener on the GRG plate 904.

[0041] In the above embodiment, the length of the wire chain 7 is set with a 20% redundancy, that is, the length of the wire chain 7 is 1.2 times the distance from the GRG plate 904 to the third angle bracket 6. This ensures the anti-detachment function while also providing the GRG plate 904 with a certain adjustment space. Furthermore, the buckle can be fixed to the end of the third angle bracket 6 near the GRG plate 904. The buckle can be welded to the third angle bracket 6 or threaded to the third angle bracket 6. The buckle is provided with holes for connecting with the wire chain 7, so that the buckle and the wire chain 7 can be connected. The connection is secure, and the other end of the steel wire chain 7 can be connected to the side plate of the GRG plate 904 or to a pre-set fastener on the GRG plate 904. The fastener can be made of metal and can be integrally formed with the GRG plate 904. The fastener has holes for the steel wire chain 7 to pass through, so that both ends of the steel wire chain 7 can be connected to the fastener and the lock respectively. In this way, if the GRG plate 904 falls, it can be pulled by the steel wire chain 7 to prevent the GRG plate 904 from falling directly and causing danger.

[0042] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A gypsum-reinforced structure based on GRG high-performance glass fiber dipped in plaster, characterized in that, Includes GRG plates, anchoring mechanisms, anti-detachment mechanisms, and reinforcement mechanisms; The anchoring mechanism is anchored to the roof, and the end of the anchoring mechanism away from the roof is connected to multiple GRG plates; One end of each of the multiple anti-detachment mechanisms is connected to the anchoring mechanism, and the other end of each of the multiple anti-detachment mechanisms is connected to the multiple GRG plates; The reinforcement mechanism is disposed between adjacent GRG plates, and the reinforcement mechanism is connected to the adjacent GRG plates respectively.

2. The GRG-based high-performance glass fiber reinforced plaster structure according to claim 1, characterized in that, A side plate is provided at each end of the GRG plate, the side plate is set perpendicular to the GRG plate, and the side plate is connected to the reinforcement mechanism.

3. The GRG-based high-performance glass fiber reinforced plaster structure according to claim 2, characterized in that, The reinforcement mechanism includes a reinforcement bolt and a reinforcement nut. The reinforcement bolt passes through two adjacent side plates, and the reinforcement nut is threadedly connected to the reinforcement bolt.

4. The GRG-based high-performance glass fiber reinforced plaster reinforced structure according to claim 3, characterized in that, The reinforcement mechanism also includes a reinforcement plate, which is disposed between adjacent side plates. The two sides of the reinforcement plate abut against the two side plates respectively, and the reinforcement plate is sleeved on the reinforcement bolt.

5. The GRG-based high-performance glass fiber reinforced plaster reinforced structure according to claim 1, characterized in that, The reinforcement mechanism also includes reinforcement mud, which is laid between adjacent GRG plates.

6. The GRG-based high-performance glass fiber reinforced plaster reinforced structure according to claim 1, characterized in that, The anchoring mechanism includes an anchor bolt, a first angle bracket, a second angle bracket, and a third angle bracket. The anchor bolt is anchored to the roof. The first angle bracket is connected to the anchor bolt. The second angle bracket is arranged perpendicular to the roof and connected to the first angle bracket. The third angle bracket is arranged parallel to the roof and connected to the second angle bracket. The third angle bracket is also connected to the GRG plate.

7. The GRG-based high-performance glass fiber reinforced plaster reinforced structure according to claim 6, characterized in that, The anchoring mechanism also includes a screw, one side of which is connected to the third angle bracket, and the other side is connected to the pre-embedded angle bracket on the GRG plate.

8. The GRG-based high-performance glass fiber reinforced plaster reinforced structure according to claim 6, characterized in that, The anti-detachment mechanism includes a steel wire chain and a buckle. The buckle is fixed to the side of the third corner bracket near the GRG plate. One end of the steel wire chain is connected to the buckle, and the other end is connected to a fastener on the GRG plate.

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