CN214739514U - Strengthening and toughening rock plate - Google Patents

Strengthening and toughening rock plate Download PDF

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Publication number
CN214739514U
CN214739514U CN202122432561.7U CN202122432561U CN214739514U CN 214739514 U CN214739514 U CN 214739514U CN 202122432561 U CN202122432561 U CN 202122432561U CN 214739514 U CN214739514 U CN 214739514U
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layer
toughness
thickness
green brick
post
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Inventor
赵威
钟保民
金国庭
徐登翔
李智鸿
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Foshan Dongpeng Ceramic Co Ltd
Foshan Dongpeng Ceramic Development Co Ltd
Guangdong Dongpeng Holdings Co Ltd
Qingyuan Nafuna Ceramics Co Ltd
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Foshan Dongpeng Ceramic Co Ltd
Foshan Dongpeng Ceramic Development Co Ltd
Guangdong Dongpeng Holdings Co Ltd
Qingyuan Nafuna Ceramics Co Ltd
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Abstract

The utility model relates to the technical field of rock plates, in particular to a strengthening and toughening rock plate, which comprises a green brick and a decorative layer positioned on the surface of the green brick, wherein the green brick comprises a post-processing area and a non-processing area, and the post-processing area is positioned around or in the middle of the green brick; the post-processing region consists of a first toughness layer, a second toughness layer and an intermediate layer, wherein the first toughness layer is positioned at the top of the post-processing region, the second toughness layer is positioned at the bottom of the post-processing region, and the intermediate layer is positioned between the first toughness layer and the second toughness layer; the fracture toughness of the first toughness layer and the fracture toughness of the second toughness layer are respectively greater than that of the middle layer; the fracture toughness of the intermediate layer is greater than or equal to the fracture toughness of the unmachined region. The utility model discloses a obtough rock plate is through with adobe subregion and layering setting, can reduce the rock plate by a wide margin and carry out the phenomenon that the mechanical processing appeared the fracture, and reduction in production cost, has solved current rock plate processing and has easily cracked and the higher problem of manufacturing cost.

Description

Strengthening and toughening rock plate
Technical Field
The utility model relates to a rock plate technical field especially relates to a obtough rock plate.
Background
The ceramic rock plate has the advantages of health, environmental protection, fire resistance, high temperature resistance, bacteria resistance, easy cleaning, wear resistance, scratch resistance and the like, and is widely applied to the fields of household table boards, furniture panels, electric appliance panels, external walls, floors and the like. In recent years, as the rock plate forming technology is continuously mature and the application field is further expanded, all large ceramic enterprises compete to enter the field of ceramic rock plates.
However, the rock plate is as the house mesa, the panel, need carry out cutting wantonly, polish, drill hole, machining such as chamfer, because the adobe layer of rock plate is single-layer structure, and toughness is relatively poor, 30% -50% higher cutting fracture can appear when the rock plate product is machined, lead to the product percent of pass to be lower, seriously influence the later stage use of product, the processing easy cracking has become the bottleneck of restriction rock plate development at present, though some rock plate enterprises make the rock plate have higher toughness and intensity through changing the rock plate raw materials at present, these rock plates often manufacturing cost is higher, and the adobe layer of rock plate is single-layer structure, need change whole rock plate raw materials, consequently, how to reduce the fracture proportion of rock plate in machining, and reduce the manufacturing cost of rock plate simultaneously, be the urgent problem that needs to solve of rock plate enterprise.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a obdurability rock plate can reduce the rock plate by a wide margin and carry out the phenomenon that the machine tooling appeared the fracture, and effective reduction in production cost, has solved the current rock plate processing problem that easily splits and manufacturing cost are higher.
To achieve the purpose, the utility model adopts the following technical proposal:
a strengthened and toughened rock plate comprises a green brick and a decorative layer positioned on the surface of the green brick, wherein the green brick consists of a post-processing area and a non-processing area, and the post-processing area is positioned at the periphery or the middle part of the green brick;
the post-processing region consists of a first tough layer, a second tough layer and an intermediate layer, wherein the first tough layer is positioned at the top of the post-processing region, the second tough layer is positioned at the bottom of the post-processing region, and the intermediate layer is positioned between the first tough layer and the second tough layer;
the fracture toughness of the first tough layer and the fracture toughness of the second tough layer are respectively greater than the fracture toughness of the middle layer; the intermediate layer has a fracture toughness greater than or equal to that of the unmachined region.
Furthermore, the post-processing area is positioned at the periphery of the green brick, and the non-processing area is positioned in the middle of the green brick;
the fracture toughness of the first toughness layer is larger than or equal to that of the second toughness layer and larger than that of the middle layer, and the fracture toughness of the middle layer is equal to that of the unmachined area.
Further, the thickness of the green brick is 6mm-20 mm;
the thickness of the first toughness layer and the thickness of the second toughness layer respectively account for 10% -20% of the thickness of the green brick, and the thickness of the middle layer accounts for 60% -80% of the thickness of the green brick.
Furthermore, the thickness of the green brick is 10mm, the thickness of the first tough layer and the thickness of the second tough layer are both 2mm, and the thickness of the middle layer is 6 mm.
Furthermore, the post-processing area is positioned in the middle of the green brick, the non-processing area is positioned around the green brick, a third toughness layer is arranged between the first toughness layer and the middle layer, and a fourth toughness layer is arranged between the middle layer and the second toughness layer;
the fracture toughness of the first toughness layer is larger than that of the third toughness layer and larger than that of the middle layer, and the fracture toughness of the second toughness layer is larger than that of the fourth toughness layer and larger than that of the middle layer.
Further, the fracture toughness of the first tough layer is equal to that of the second tough layer, and the fracture toughness of the third tough layer is equal to that of the fourth tough layer.
Further, the thickness of the green brick is 6mm-20 mm;
the thickness of the first tough layer, the thickness of the second tough layer, the thickness of the third tough layer and the thickness of the fourth tough layer respectively account for 10% -20% of the thickness of the green brick;
the thickness of the middle layer accounts for 20% -60% of the thickness of the green brick.
Furthermore, the thickness of the green brick is 10mm, the thickness of the first tough layer and the thickness of the second tough layer are both 1mm, the thickness of the third tough layer and the thickness of the fourth tough layer are both 2mm, and the thickness of the middle layer is 4 mm.
Further, the decorative layer sequentially comprises a bottom glaze layer, an ink-jet printing layer and a surface glaze layer from bottom to top.
The above technical solution has the following advantages:
1. the technical scheme sets the area of the green brick needing mechanical cutting processing as a post-processing area, and sets the area without mechanical cutting as a non-processing area, and the non-processing area does not need cutting and is not easy to crack, so the raw material of the non-processing area only adopts the prior common raw material of the rock plate green brick, the non-processing area prepared by the prior common raw material of the rock plate has certain fracture toughness and can meet the daily use of the rock plate, the post-processing area is sequentially provided with a first tough layer, a middle layer and a second tough layer from top to bottom, and because the fracture toughness of the first tough layer and the fracture toughness of the second tough layer are both greater than that of the middle layer, and the fracture toughness of the middle layer is greater than or equal to that of the non-processing area, the integral fracture toughness of the post-processing area is greater than that of the non-processing area, when the post-processing area is mechanically cut, the post-processing area is not easy to crack, so that the problem that the existing rock plate is easy to crack when being mechanically cut is solved.
2. Set gradually to five layers by supreme down in the back machining region, along the direction of first tough layer to intermediate level and along the direction of the tough layer of second to intermediate level, fracture toughness reduces step by step moreover for the fracture toughness in the top of back machining region and bottom is greater than the fracture toughness in back machining region middle part, through the number of piles in further subdivision back machining region, can further save the material cost under the condition of guaranteeing that back machining region is difficult for the fracture.
Drawings
FIG. 1 is a schematic diagram of a strengthened rock panel according to an embodiment of the invention;
FIG. 2 is a cross-sectional view of the strengthened rock panel shown in FIG. 1 (with the secondary machining region located around the green brick);
FIG. 3 is a cross-sectional view of a strengthened rock panel according to another embodiment of the invention (the working area is located in the middle of the green brick);
wherein: the green brick comprises a green brick 1, a decoration layer 2, a post-processing area 11, a non-processing area 12, a first toughness layer 111, a second toughness layer 112, an intermediate layer 113, a third toughness layer 114 and a fourth toughness layer 115.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, features defined as "first" and "second" may explicitly or implicitly include one or more of the features for distinguishing between descriptive features, non-sequential, non-trivial and non-trivial.
In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The following describes a strengthened rock plate according to an embodiment of the present invention with reference to fig. 1 to 3, including a green brick 1 and a decorative layer 2 on the surface of the green brick 1, where the green brick 1 is composed of a post-processing region 11 and a non-processing region 12, and the post-processing region 11 is located around or in the middle of the green brick 1;
the post-processing region 11 is composed of a first toughness layer 111, a second toughness layer 112 and an intermediate layer 113, wherein the first toughness layer 111 is positioned at the top of the post-processing region 11, the second toughness layer 112 is positioned at the bottom of the post-processing region 11, and the intermediate layer 113 is positioned between the first toughness layer 111 and the second toughness layer 112;
the fracture toughness of the first toughness layer 111 and the fracture toughness of the second toughness layer 112 are respectively greater than that of the intermediate layer 113; the fracture toughness of the intermediate layer 113 is greater than or equal to that of the unmachined region 12.
It is worth to be noted that the fracture toughness characterization material is a quantitative index for measuring the toughness of the material, and the higher the fracture toughness of the material is, the stronger the crack propagation resistance is, the better the toughness is, and the less cracking is likely to occur.
The rock plate is often used as house mesa and panel, machining such as cutting wantonly, polishing, drilling, chamfer need be carried out, because the toughness of current rock plate under high strength is lower, can appear 30% -50% or even higher cutting fracture when carrying out machining, lead to the product qualification rate lower, seriously influence the later stage of product and use, though some rock plate enterprises make the rock plate have higher toughness and intensity through changing the rock plate raw materials at present, these rock plates often manufacturing cost is higher. In order to solve the problems, the technical scheme sets the area of the green brick 1 which needs to be mechanically cut as a post-processing area 11, and sets the area which does not need to be mechanically cut as a non-processing area 12, and because the non-processing area 12 does not need to be cut and is not easy to crack, the raw material of the non-processing area 12 only adopts the prior common raw material of the rock plate green brick, the non-processing area 12 prepared by the prior common raw material of the rock plate has certain fracture toughness and can meet the daily use of the rock plate, the post-processing area 11 is sequentially provided with a first tough layer 111, an intermediate layer 113 and a second tough layer 112 from top to bottom, because the fracture toughness of the first tough layer 111 and the fracture toughness of the second tough layer 112 are all greater than that of the intermediate layer 113, and the fracture toughness of the intermediate layer 113 is greater than or equal to that of the non-processing area 12, the fracture toughness of the whole post-processing area 11 is greater than that of the non-processing area 12, when mechanical cutting is carried out on the post-processing area 11, the post-processing area 11 is not easy to crack, and therefore the problem that the existing rock plate cracks easily when mechanical cutting is carried out is solved.
Because the fracture toughness of the rock plate is realized by adding some toughening raw materials capable of increasing fracture toughness, the more the addition amount of the toughening raw materials is, the higher the fracture toughness of the rock plate is, the less cracking is, but the price of the toughening raw materials capable of increasing fracture toughness is generally high, for example, the existing rock plate enterprises generally add zirconia into the rock plate to improve the fracture toughness of the rock plate, but the price of the zirconia is far higher than that of other rock plate raw materials, if the fracture toughness of each area of the whole rock plate is high, the needed toughening raw materials are very much, and the raw material cost of the rock plate can be greatly increased, therefore, the technical scheme carries out partition and layering arrangement on the rock plate brick blank, the existing common rock plate brick blank raw materials can be directly adopted in the non-processing area 12, so that the non-processing area 12 can meet the daily use of the rock plate, and some existing toughening raw materials which are easily obtained in the field are added into the rock plate raw materials of the post-processing area 11 (for example: zirconia) to improve the overall fracture toughness of the post-processing region 11, which not only can avoid the cracking of the post-processing region 11 during machining, but also can reduce the cost of raw materials. And this technical scheme carries out the layering to the post-processing region 11, because first obdurability layer 111 and the obdurability layer 112 are not retrained, relatively easy fracture, and intermediate level 113 is because retrained by first obdurability layer 111 and the obdurability layer 112, difficult fracture, consequently, set up the fracture toughness of first obdurability layer 111 and the fracture toughness of the obdurability layer 112 of second to be greater than the fracture toughness of intermediate level 113, intermediate level 113 can directly adopt current ordinary rock plate raw materials, or add in current ordinary rock plate raw materials few toughening raw materials (zirconia) alright, can guarantee to use fewest toughening raw materials (zirconia), and make the post-processing region 11 reach required fracture toughness, can further reduce the cost of raw materials.
It should be noted that one skilled in the art can select materials from existing rock panel green stock to obtain layers of different fracture toughness.
To be further explained, the post-processing area 11 is positioned at the periphery of the green brick 1, and the non-processing area 12 is positioned at the middle part of the green brick 1;
the fracture toughness of the first toughness layer 111 > that of the second toughness layer 112 > that of the intermediate layer 113, and the fracture toughness of the intermediate layer 113 is equal to that of the unmachined region 12.
The utility model discloses an embodiment, down establishes to the three-layer from the top with the post-processing region 11, can reach the effect that the intensity, toughness and the crackle of the tough rock-slab of improvement of preferred induce the ability through the thickness of injecing each layer, can effectively reduce material cost moreover.
Further, the thickness of the green brick is 6mm-20 mm;
the thickness of the first toughness layer 111 and the thickness of the second toughness layer 112 respectively account for 10% -20% of the thickness of the green brick, and the thickness of the middle layer 113 accounts for 60% -80% of the thickness of the green brick.
Further, the thickness of the green brick is 10mm, the thickness of the first strong layer 111 and the thickness of the second strong layer 112 are both 2mm, and the thickness of the intermediate layer 113 is 6 mm.
The utility model discloses an in the embodiment, set up the regional 11 of postprocessing of obdurability rock plate to the three-layer, the raw materials and the thickness setting of each layer as shown above, the holistic fracture toughness of the regional 11 of postprocessing is higher this moment, can effectively avoid obdurability rock plate to appear the fracture when mechanical cutting, adopts to set up the regional 11 of postprocessing to the three-layer moreover, and the production technology of obdurability rock plate is simple relatively, can improve production efficiency.
Further, the post-processing area 11 is located in the middle of the green brick 1, the non-processing area 12 is located around the green brick 1, a third toughness layer 114 is further arranged between the first toughness layer 111 and the intermediate layer 113, and a fourth toughness layer 115 is further arranged between the intermediate layer 113 and the second toughness layer 112;
the fracture toughness of the first toughness layer is larger than that of the third toughness layer and larger than that of the middle layer, and the fracture toughness of the second toughness layer is larger than that of the fourth toughness layer and larger than that of the middle layer.
The utility model discloses an embodiment, set gradually five layers by lower to upper in the post-processing region 11, along the direction of the tough layer 111 of first to intermediate level 113 and along the tough layer 112 of second to intermediate level 113 direction, fracture toughness reduces layer by layer moreover for the fracture toughness of the top of post-processing region 11 and bottom is greater than the fracture toughness in the middle part of post-processing region 11, through further subdividing the number of piles of post-processing region 11, can further save the raw materials cost under the difficult circumstances of ftracturing of assurance post-processing region 11.
Specifically, the fracture toughness of each layer can be changed by changing the mass fraction of the toughening raw material (such as zirconia) between each layer, the realization is easy, and the industrial production can be realized.
To illustrate, the fracture toughness of the first tough layer 111 is equal to the fracture toughness of the second tough layer 112, and the fracture toughness of the third tough layer 114 is equal to the fracture toughness of the fourth tough layer 115.
Through setting up like this for the postprocessing is regional when carrying out mechanical cutting, and the atress is even, and the fracture is difficult for appearing.
Further, the thickness of the green brick is 6mm-20 mm;
the thickness of the first strong toughness layer 111, the thickness of the second strong toughness layer 112, the thickness of the third strong toughness layer 114 and the thickness of the fourth strong toughness layer 115 respectively account for 10% -20% of the thickness of the green brick;
the thickness of the intermediate layer 113 is 20-60% of the thickness of the green brick.
When the post-processing area 11 is set to five layers from top to bottom, the thickness of each layer can be limited to enable the toughened rock plate to achieve better strength and fracture toughness, and the raw material cost can be effectively reduced, if the thickness of the first toughened layer 111, the thickness of the second toughened layer 112, the thickness of the third toughened layer 114 and the thickness of the fourth toughened layer 115 are larger, although the strength and fracture toughness of the post-processing area 11 can be effectively improved, the raw material cost can be greatly increased, if the thickness of the fourth layer is smaller, the strength and fracture toughness of the post-processing area 11 are lower, and the mechanical cutting requirement is difficult to meet.
To be further described, the thickness of the green brick is 10mm, the thickness of the first strong and tough layer 111 and the thickness of the second strong and tough layer 112 are both 1mm, the thickness of the third strong and tough layer 114 and the thickness of the fourth strong and tough layer 115 are both 2mm, and the thickness of the intermediate layer 113 is 4 mm.
The utility model discloses an embodiment, the zone 11 of post-processing with obtough rock plate is established to five layers, and the raw materials and the thickness setting of each layer are as shown above, and the holistic fracture toughness of zone 11 of post-processing is higher this moment, can effectively avoid obtough rock plate to appear the fracture when mechanical cutting, and although obtough rock plate's production technology is complicated a bit relatively, can save more material cost for the three-layer.
To be further described, the decorative layer 2 sequentially comprises a ground glaze layer, an ink-jet printing layer and a surface glaze layer from bottom to top.
The decorative layer is arranged on the surface of the green brick, so that the decorative effect of the strengthening and toughening rock plate can be improved, and the surface performance of the strengthening and toughening rock plate can be improved, so that the decorative effect of the surface of the strengthening and toughening rock plate is rich, the wear resistance is high, and the acid and alkali resistance is good.
Other configurations and operations of a strengthened rock panel according to embodiments of the invention are known to those of ordinary skill in the art and will not be described in detail herein.
In the description herein, references to the description of the terms "embodiment," "example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
While embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.

Claims (9)

1. The toughened rock plate is characterized by comprising a green brick and a decorative layer positioned on the surface of the green brick, wherein the green brick consists of a post-processing area and a non-processing area, and the post-processing area is positioned at the periphery or the middle part of the green brick;
the post-processing region consists of a first tough layer, a second tough layer and an intermediate layer, wherein the first tough layer is positioned at the top of the post-processing region, the second tough layer is positioned at the bottom of the post-processing region, and the intermediate layer is positioned between the first tough layer and the second tough layer;
the fracture toughness of the first tough layer and the fracture toughness of the second tough layer are respectively greater than the fracture toughness of the middle layer; the intermediate layer has a fracture toughness greater than or equal to that of the unmachined region.
2. The strengthened rock panel of claim 1, wherein the post-processed region is located at the periphery of the green brick and the unmachined region is located at the middle of the green brick;
the fracture toughness of the first toughness layer is larger than or equal to that of the second toughness layer and larger than that of the middle layer, and the fracture toughness of the middle layer is equal to that of the unmachined area.
3. The strengthened and toughened rock plate as claimed in claim 2, wherein the green brick has a thickness of 6mm to 20 mm;
the thickness of the first toughness layer and the thickness of the second toughness layer respectively account for 10% -20% of the thickness of the green brick, and the thickness of the middle layer accounts for 60% -80% of the thickness of the green brick.
4. The strengthened rock panel of claim 3, wherein the green brick has a thickness of 10mm, the first and second strengthened layers each have a thickness of 2mm, and the intermediate layer has a thickness of 6 mm.
5. The strengthened rock board of claim 1, wherein the post-processing region is located in the middle of the green brick, the non-processing region is located around the green brick, a third strengthened layer is further disposed between the first strengthened layer and the intermediate layer, and a fourth strengthened layer is further disposed between the intermediate layer and the second strengthened layer;
the fracture toughness of the first toughness layer is larger than that of the third toughness layer and larger than that of the middle layer, and the fracture toughness of the second toughness layer is larger than that of the fourth toughness layer and larger than that of the middle layer.
6. The strengthened rock panel of claim 5, wherein the first strengthened layer has a fracture toughness equal to that of the second strengthened layer, and the third strengthened layer has a fracture toughness equal to that of the fourth strengthened layer.
7. The strengthened and toughened rock plate as claimed in claim 5, wherein the thickness of the green brick is 6mm-20 mm;
the thickness of the first tough layer, the thickness of the second tough layer, the thickness of the third tough layer and the thickness of the fourth tough layer respectively account for 10% -20% of the thickness of the green brick;
the thickness of the middle layer accounts for 20% -60% of the thickness of the green brick.
8. The strengthened and toughened rock plate as claimed in claim 7, wherein the green brick has a thickness of 10mm, the first and second strengthened and toughened layers have a thickness of 1mm, the third and fourth strengthened and toughened layers have a thickness of 2mm, and the intermediate layer has a thickness of 4 mm.
9. The strengthened and toughened rock board as claimed in claim 1, wherein the decorative layer comprises a ground glaze layer, an inkjet printing layer and a surface glaze layer in sequence from bottom to top.
CN202122432561.7U 2021-10-11 2021-10-11 Strengthening and toughening rock plate Active CN214739514U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114804843A (en) * 2022-05-10 2022-07-29 佛山市东鹏陶瓷有限公司 High-strength ultrathin rock plate and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114804843A (en) * 2022-05-10 2022-07-29 佛山市东鹏陶瓷有限公司 High-strength ultrathin rock plate and preparation method thereof

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