A compression-resistant rock wool

Abstract

The utility model discloses a kind of compression-resistant rock wool, it includes rock wool board body, rock wool board body side wall is equipped with splicing component, rock wool board body inside is equipped with reinforcing component, this kind of compression-resistant rock wool, in the plug-in board avoids coating glue, will plug-in board be inserted into slot splicing adjacent compression-resistant rock wool, plug-in board extrusion elastic piece drives elastic piece to move to the inside of accommodating groove, after recess and protruding block fit, reset into the inside of clamping groove by the resilience of elastic piece itself, avoid to separate, improve compression-resistant rock wool splicing stability, without staff manual pressing and waiting for glue solidification, more time-saving, secondly, by forming space three-dimensional grid structure in warp groove and weft groove and connecting groove inside by basalt wire installation, effectively improve tensile strength, by mesh cloth to make rock wool core board surface tension be evenly distributed, to improve the strength of compression-resistant rock wool, it is convenient to adapt to high-pressure environment.

Description

Technical Field

[0001] This utility model relates to the technical field of steel structure sandwich panels, specifically to a type of compression-resistant rock wool. Background Technology

[0002] Rock wool sandwich panels are sandwich panels made from rock wool as raw material, which is melted into fibers at high temperature, mixed with an appropriate amount of binder, and then cured. Rock wool sandwich panels give full play to the unique properties of rock wool core material and have significant effects in fire prevention, heat insulation, sound absorption and sound insulation.

[0003] The prior art patent document with publication number CN222140555U provides a pressure-resistant rock wool sandwich panel, including a cover plate and a rock wool core inside the cover plate. The cover plate has a support structure inside to strengthen the longitudinal structural strength, and a positioning mechanism that penetrates the support structure is provided in the middle part of the cover plate. This utility model has a simple structure and reasonable design. By arranging longitudinal support plates inside the cover plate, the longitudinal structural strength of the sandwich panel can be enhanced, so that the sandwich panel can provide stronger load-bearing capacity and resistance to bending when subjected to load in the vertical direction. By connecting reinforcing plates between the longitudinal support plates, the overall stability can be further improved, and the risk of deformation caused by local stress concentration can be reduced. The cooperation of through holes and anchor nails can ensure that the central part of the sandwich panel is accurately positioned during installation, thereby improving the safety and durability of the overall structure.

[0004] Although the device has many beneficial effects, it still has the following problems: When stacking and splicing adjacent rock wool boards during use, it is necessary to manually press them to keep them still and wait for the glue to solidify, which is time-consuming; secondly, the device does not have good compressive strength during use and is not easy to adapt to high-pressure environments, so it needs to be improved. In view of this, we propose compressive rock wool. Utility Model Content

[0005] The purpose of this section is to outline some aspects of the embodiments of this utility model and to briefly introduce some preferred embodiments. Simplifications or omissions may be made in this section, as well as in the abstract and title of this application, to avoid obscuring the purpose of these documents; however, such simplifications or omissions should not be used to limit the scope of this utility model.

[0006] 1. Technical problems to be solved:

[0007] To address the issues mentioned above regarding the need for manual pressing and waiting for the adhesive to solidify when stacking adjacent rock wool boards, which is time-consuming, and the insufficient compressive strength making them unsuitable for high-pressure environments, this utility model is proposed.

[0008] Therefore, the purpose of this utility model is to provide a pressure-resistant rock wool that makes it easier to splice adjacent rock wool boards, eliminating the need for manual pressing and waiting for the glue to solidify, saving more time, and providing good pressure resistance, making it easy to adapt to high-pressure environments.

[0009] 2. Technical Solution:

[0010] To solve the above-mentioned technical problems, according to one aspect of the present invention, the present invention provides the following technical solution:

[0011] A type of compression-resistant rock wool includes a rock wool board body. The sidewall of the rock wool board body is provided with a splicing assembly. The splicing assembly includes an insert plate. Multiple slots are formed at the top and bottom of the insert plate. Multiple grooves are formed on the sidewall of the insert plate. A slot is formed on the other sidewall of the rock wool board body. Multiple mounting grooves are formed at the top and bottom of the slot. Receiving grooves are formed at the bottom of the mounting grooves. Elastic sheets are provided on the sidewalls of the mounting grooves. Multiple protrusions are provided on the sidewalls of the slot. A reinforcing assembly is provided inside the rock wool board body. The protrusions increase the sidewall area of ​​the insert plate, thereby accommodating more adhesive and making the adhesive splicing more stable.

[0012] In a preferred embodiment of the compressive rock wool of this utility model, the reinforcing component includes a rock wool core board. The rock wool core board has warp and weft grooves at both its top and bottom, and multiple connecting grooves on its sidewalls. Basalt threads are provided on the inner walls of both the warp and weft grooves and the connecting grooves. A mesh fabric is provided at both the top and bottom of the rock wool core board. The warp and weft grooves facilitate the formation of a mesh structure by the basalt threads, making it easier to wrap the rock wool core board, thus increasing its stability and preventing it from dispersing under pressure.

[0013] In a preferred embodiment of the compressive rock wool of this utility model, the size and position of the insert plate match the size and position of the slot, and the size and position of the groove match the size and position of the protrusion.

[0014] In a preferred embodiment of the compressive rock wool of this utility model, the size and position of the slot match the size and position of the elastic sheet, and the other end of the elastic sheet is slidably connected to the side wall of the receiving slot.

[0015] In a preferred embodiment of the compressive rock wool of this utility model, the elastic sheet is inclined at the end furthest from the receiving groove, and the elastic sheet is made of stainless steel SUS304. The inclined end of the elastic sheet allows the insert plate to compress the elastic sheet during insertion, preventing the insert plate from dislodging when moved outwards.

[0016] In a preferred embodiment of the compressive rock wool of this utility model, the two ends of the basalt line inside the connecting groove are respectively fixedly connected to the basalt line inside the warp and weft groove, and the mesh cloth is made of glass fiber.

[0017] As a preferred embodiment of the compressive rock wool of this utility model, the top and bottom of the rock wool board body are provided with a waterproof coating, and the material of the waterproof coating is acrylic resin.

[0018] 3. Beneficial effects:

[0019] Compared with the prior art, the beneficial effects of this utility model are:

[0020] This type of compression-resistant rock wool avoids the need to apply glue to the insert plate. The insert plate is inserted into the slot to splice adjacent compression-resistant rock wool. The insert plate squeezes the elastic sheet, causing the elastic sheet to move into the receiving groove. After the groove and the protrusion fit together, the elastic sheet is reset into the slot by its own rebound force, which prevents it from falling off and improves the splicing stability of the compression-resistant rock wool. There is no need for workers to manually press and wait for the glue to solidify, which saves more time.

[0021] This type of compression-resistant rock wool effectively improves tensile strength by installing basalt lines inside the warp and weft grooves and connecting grooves to form a three-dimensional spatial grid structure. The grid cloth allows the surface tension of the rock wool core board to be evenly distributed, thereby improving the strength of the compression-resistant rock wool and making it easier to adapt to high-pressure environments. Attached Figure Description

[0022] To more clearly illustrate the technical solutions of the embodiments of this utility model, the present utility model will be described in detail below with reference to the accompanying drawings and detailed embodiments. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort. Among them:

[0023] Figure 1 This is a cross-sectional schematic diagram of the splicing component structure of a pressure-resistant rock wool according to the present invention;

[0024] Figure 2 This is a schematic diagram showing the overall structure of the compressive rock wool according to this utility model.

[0025] Figure 3 This is a schematic cross-sectional view of the rock wool board body structure of the present invention;

[0026] Figure 4 This is a schematic diagram of the insert structure of a pressure-resistant rock wool according to the present invention;

[0027] Figure 5 This is a schematic diagram showing the disassembled structure of a reinforcing component for compressive rock wool according to this utility model.

[0028] The following are the labels in the diagram: 1. Rock wool board body; 2. Splicing component; 3. Reinforcing component; 4. Waterproof coating; 201. Insert plate; 202. Slot; 203. Groove; 204. Slot; 205. Mounting groove; 206. Receiving groove; 207. Elastic sheet; 208. Protrusion; 301. Rock wool core board; 302. Warp and weft grooves; 303. Connecting groove; 304. Basalt line; 305. Mesh fabric. Detailed Implementation

[0029] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings.

[0030] This utility model is described in detail with reference to the schematic diagrams. When describing the embodiments of this utility model, for ease of explanation, the cross-sectional views illustrating the device structure may be partially enlarged, not adhering to the usual scale. Furthermore, the schematic diagrams are merely examples and should not be construed as limiting the scope of protection of this utility model. In actual manufacturing, the three-dimensional spatial dimensions of length, width, and depth should be included.

[0031] The orientation or positional relationship indicated in the terminology is based on the orientation or positional relationship shown in the accompanying drawings and is only for the convenience of describing the present invention and simplifying the description. It is not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.

[0032] The term "connection method" should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within 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.

[0033] The embodiments of this utility model will now be described in further detail with reference to the accompanying drawings.

[0034] This utility model provides an overall structural schematic diagram of an embodiment of compressive rock wool, including:

[0035] Please see Figures 1-5This embodiment of a compression-resistant rock wool includes a rock wool board body 1. A splicing assembly 2 is fixedly provided on the side wall of the rock wool board body 1. The splicing assembly 2 includes an insert plate 201. Multiple slots 202 are formed at the top and bottom of the insert plate 201. Multiple grooves 203 are formed on the side wall of the insert plate 201. A slot 204 is formed on the other side wall of the rock wool board body 1. Multiple mounting grooves 205 are formed at the top and bottom of the slot 204. Receiving grooves 206 are formed at the bottom of each mounting groove 205. Elastic sheets 207 are fixedly provided on the side walls of each mounting groove 205. Multiple protrusions 208 are fixed on the side wall, and a reinforcing component 3 is fixed inside the rock wool board body 1. When inserting the insert plate 201 without applying glue, insert the insert plate 201 into the slot 204 to splice adjacent compression-resistant rock wool. The insert plate 201 squeezes the elastic sheet 207, causing the elastic sheet 207 to move into the receiving groove 206. After the groove 203 and the protrusion 208 are engaged, the elastic sheet 207 is reset into the slot 202 by its own rebound force to prevent detachment and improve the splicing stability of the compression-resistant rock wool. There is no need for workers to manually press and wait for the glue to solidify, which saves more time.

[0036] It is worth noting that, in order to facilitate adaptation to high-pressure environments, the reinforcing component 3 specifically includes a rock wool core board 301. The top and bottom of the rock wool core board 301 are provided with warp and weft grooves 302, and the sidewalls of the rock wool core board 301 are provided with multiple connecting grooves 303. Basalt lines 304 are fixed to the inner walls of the warp and weft grooves 302 and the connecting grooves 303. Mesh cloth 305 is fixed to the top and bottom of the rock wool core board 301. By installing the basalt lines 304 inside the warp and weft grooves 302 and the connecting grooves 303 to form a spatial three-dimensional mesh structure, the tensile strength is effectively improved. The mesh cloth 305 makes the surface tension of the rock wool core board 301 evenly distributed, thereby improving the strength of the compressive rock wool and making it easier to adapt to high-pressure environments.

[0037] Next, in order to ensure a stable splicing of adjacent compression-resistant rock wool, specifically, the size and position of the insert plate 201 are matched with the size and position of the slot 204, and the size and position of the groove 203 are matched with the size and position of the protrusion 208. By using the insert plate 201 that matches the size and position of the slot 204, it is easier to make the splicing of adjacent compression-resistant rock wool more secure.

[0038] Meanwhile, in order to improve stability, specifically, the size and position of the slot 202 are matched with the size and position of the elastic piece 207. The other end of the elastic piece 207 is slidably connected to the side wall of the receiving groove 206. The slot 202, which matches the size and position of the elastic piece 207, facilitates the improvement of the installation stability of the insert plate 201. The elastic piece 207, which is slidably connected to the side wall of the receiving groove 206, facilitates the smoother movement of the elastic piece 207 when it is squeezed.

[0039] Furthermore, to prevent the elastic sheet 207 from failing to rebound, specifically, the end of the elastic sheet 207 furthest from the receiving groove 206 is inclined. The material of the elastic sheet 207 is stainless steel SUS304. By making one end of the elastic sheet 207 inclined, it is easier for the insert plate 201 to be inserted into the slot 204 and compress the elastic sheet 207 to deform more smoothly. The use of stainless steel SUS304 material for the elastic sheet 207 improves the strength and elasticity of the elastic sheet 207, preventing the elastic sheet 207 from failing to rebound after being compressed.

[0040] It is worth noting that, in order to improve the compressive strength of rock wool, specifically, the two ends of the basalt line 304 inside the connecting groove 303 are fixedly connected to the basalt line 304 inside the warp and weft groove 302, and the mesh cloth 305 is made of glass fiber. Glass fiber is a high-performance inorganic non-metallic material with many varieties. Its advantages are good insulation, strong heat resistance, good corrosion resistance, and high mechanical strength, which makes it easy to improve the compressive strength of rock wool.

[0041] Finally, to improve waterproof performance, the top and bottom of the rock wool board body 1 are provided with a waterproof coating 4. The material of the waterproof coating 4 is acrylic resin. Acrylic resin has good gloss and color retention, water and chemical resistance, fast drying, and convenient construction. It is easy to recoat and rework. The waterproof coating 4 prevents water vapor from entering the pressure-resistant rock wool and affecting its use.

[0042] Combination Figures 1-5 The specific usage process of the compression-resistant rock wool in this embodiment is as follows:

[0043] 1: When this device is needed to use compression-resistant rock wool, avoid applying glue to the insert plate 201. Insert the insert plate 201 into the slot 204 to splice adjacent compression-resistant rock wool. The insert plate 201 squeezes the elastic piece 207, causing the elastic piece 207 to move into the receiving groove 206. After the groove 203 and the protrusion 208 are engaged, the elastic piece 207's own rebound force resets it and enters the slot 202.

[0044] 2: Basalt wire 304 is installed inside the warp and weft grooves 302 and connecting grooves 303 to form a spatial three-dimensional grid structure. The grid cloth 305 makes the surface tension of the rock wool core board 301 evenly distributed.

[0045] Although the present invention has been described above with reference to embodiments, various modifications can be made and components can be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the features in the embodiments disclosed in this invention can be combined with each other in any way. The lack of an exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A type of compression-resistant rock wool, characterized in that, The system includes a rock wool board body (1), a splicing assembly (2) on the side wall of the rock wool board body (1), a splicing assembly (2) including an insert plate (201), a plurality of slots (202) on the top and bottom of the insert plate (201), a plurality of grooves (203) on the side wall of the insert plate (201), a slot (204) on the other side wall of the rock wool board body (1), a plurality of mounting grooves (205) on the top and bottom of the slot (204), a receiving groove (206) on the bottom of the plurality of mounting grooves (205), an elastic sheet (207) on the side wall of the plurality of mounting grooves (205), a plurality of protrusions (208) on the side wall of the slot (204), and a reinforcing assembly (3) inside the rock wool board body (1).

2. The compression-resistant rock wool according to claim 1, characterized in that, The reinforcing component (3) includes a rock wool core board (301), the top and bottom of the rock wool core board (301) are provided with warp and weft grooves (302), the side wall of the rock wool core board (301) is provided with multiple connecting grooves (303), the inner wall of the warp and weft grooves (302) and the connecting grooves (303) is provided with basalt lines (304), and the top and bottom of the rock wool core board (301) are provided with mesh cloth (305).

3. The compression-resistant rock wool according to claim 2, characterized in that, The dimensions and position of the insert plate (201) match the dimensions and position of the slot (204), and the dimensions and position of the groove (203) match the dimensions and position of the protrusion (208).

4. The compression-resistant rock wool according to claim 3, characterized in that, The size and position of the slot (202) match the size and position of the elastic piece (207), and the other end of the elastic piece (207) is slidably connected to the side wall of the receiving groove (206).

5. The compression-resistant rock wool according to claim 4, characterized in that, The elastic sheet (207) is inclined at the end away from the receiving groove (206), and the elastic sheet (207) is made of stainless steel SUS304.

6. The compression-resistant rock wool according to claim 5, characterized in that, The two ends of the basalt line (304) inside the connecting groove (303) are fixedly connected to the basalt line (304) inside the warp and weft groove (302), and the mesh cloth (305) is made of glass fiber.

7. The compressive rock wool according to claim 6, characterized in that, The rock wool board body (1) is provided with a waterproof coating (4) at both the top and bottom, and the waterproof coating (4) is made of acrylic resin.

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