Background
The rock plate building material has the characteristics of large specification, strong plasticity, various colors, high temperature resistance, abrasion resistance, seepage prevention, acid and alkali resistance, zero formaldehyde, environmental protection, health and the like, and is widely applied to the field of buildings by means of the characteristics. In the aspect of the wallboard installation, use the slate wallboard to carry out wall decoration, make the whole wall outward appearance of building beautifully atmospheric, the various high temperature resistant of design, wear-resisting scrape, the prevention of seepage passes through, acid and alkali-resistance, zero formaldehyde, characteristics such as environmental protection health, consequently use the slate wallboard to carry out wall decoration more and more popular in the modern building.
At present, the wallboard mounting mode on the wall body is generally two: wet pasting and dry hanging. In the wet pasting method, a large amount of dust can be generated due to the use of pasting mortar, the environment-friendly requirement advocated in the building field in China in recent years is not met, the wet pasting method is used for a long time, and alkaline substances in the mortar are easy to penetrate to the surface of the wallboard, so that the appearance of the wall body is influenced. Compared with the wet pasting method, the dry hanging method has the characteristics of avoiding surface pollution and discoloration, preventing alkali, keeping the color and luster of the stone, protecting the environment and the like. In addition, the dry hanging construction mode is adopted, the operation is simple, the installation efficiency is high, the environment is protected, the energy is saved, the requirements of parts of assembly type decoration parts advocated by the state at present are met, meanwhile, the assembly process is not easily influenced by climate change, and the extra cost generated by wet pasting winter application and rain application is saved, so that the dry hanging construction mode is widely applied.
However, the prior rock plate wallboard has the following defects when being constructed by using a dry hanging method: usually, the hanging keel is fixed on the wall body by screws, and then the wall board is fixed on the hanging keel by screws or sticking. The rock plate is made by pressing natural raw materials by a special process with the help of a pressing machine of more than ten thousand tons (more than 15000 tons), combining with an advanced production technology and firing at a high temperature of more than 1200 ℃, so that the whole cost of the existing rock plate is high, the whole thickness of the wall plate with the keel hung on the wall plate needs to reach 6-8 mm, and if the rock plate with the thickness of 6-8 mm is used for directly hanging the wall plate, the decoration cost of the wall body is overhigh, common consumers cannot accept the cost, and the weight of the rock plate is large and the installation is difficult; when the thin rock plate is used for hanging the wall plate, the integral strength of the wall plate is not enough, the thickness cannot adapt to the installation of the existing hanging keel, the hanging keel matched with the thickness needs to be newly configured, the universality of the wall plate is reduced, and the decoration cost of the wall body can be correspondingly improved.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects of the prior art, the utility model provides a composite rock plate wallboard structure.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
the utility model provides a compound rock plate wallboard structure, includes rock plate and reinforcing plate that matches each other and range upon range of setting, the reinforcing plate passes through the back of tie coat attached at the rock plate, the thickness of rock plate is 3mm, and the whole thickness of compound rock plate wallboard is in 6 ~ 8mm within range.
As a further improvement of the utility model, the reinforcing plate is a calcium silicate plate.
As a further improvement of the utility model, the reinforced board is a cement fiber board.
As a further improvement of the utility model, the water absorption and the thickness expansion of the composite rock plate wallboard are respectively 0.02% and 0.07%.
As a further improvement of the utility model, the formaldehyde emission of the composite rock plate wallboard is not higher than 0.06mg/m3。
As a further improvement of the utility model, the plate surface nail-holding power of the composite rock plate wallboard is not less than 12N/mm2。
As a further improvement of the utility model, the plate edge nail-holding power of the composite rock plate wallboard is not less than 8N/mm2。
The utility model has the beneficial effects that: according to the utility model, the thickness of the rock plate can be reduced to 3mm by attaching the reinforcing plate to the back of the rock plate, and the thickness of the composite rock plate wallboard can be reduced to 6-8 mm by arranging the reinforcing plate on the back of the rock plate, so that the composite rock plate wallboard can be suitable for mounting the hanging keel on the market at present, and additional production and manufacturing of the hanging keel are not needed.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention.
Example (b):
as shown in figure 1, this embodiment discloses a compound rock plate wallboard structure, including rock plate 1 and reinforcing plate 2 that matches each other and range upon range of setting, reinforcing plate 2 forms compound rock plate wallboard behind the back of rock plate 1 through 3 attached bonding layers of tie coat, the thickness of rock plate 1 is 3mm, and the whole thickness of compound rock plate wallboard is in 6 ~ 8mm within ranges. The thickness of the rock plate 1 can be reduced to 3mm by attaching the reinforcing plate 2 to the back of the rock plate 1, and the thickness of the composite rock plate wallboard can be reduced to 6-8 mm by arranging the reinforcing plate 2 on the back of the rock plate 1, so that the composite rock plate wallboard can be suitable for mounting hanging keels on the market at present, and additional production and manufacturing of the hanging keels are not needed.
In the embodiment, the reinforcing plate 2 is a calcium silicate plate or a cement fiberboard, and the calcium silicate plate or the cement fiberboard is used as the reinforcing plate 2 on the back of the rock plate 1, so that the hardness of the composite rock plate wallboard disclosed by the utility model is improved to a certain extent, the wallboard is not easy to deform, and meanwhile, the reinforcing plate 2 is a medium-density board, so that the composite rock plate wallboard is lighter in weight and more convenient to install.
As a preferred embodiment, in order to make the composite rock plate wallboard have certain antifouling capacity and improve the hardness, the water absorption of the composite rock plate wallboard is set to be 0.02%; in addition, in order to enable the composite rock plate wallboard to have certain deformation resistance, the thickness expansion rate of the composite rock plate wallboard is set to be 0.07%, so that the overall performance of the composite rock plate wallboard is improved, and the service life of the wallboard is effectively prolonged. Therefore, the applicant tests the water absorption rate and the thickness expansion rate of the composite rock plate wallboard and the conventional common wallboard purchased in the market, and tests the composite rock plate wallboard and the common wallboard with the same size and the same thickness; test method ASTM D1037-12, clause 23, method B; the test conditions all adopt: soaking in water at 20 deg.c for 24 hr. The test results were as follows:
test items
| Water absorption rate
| Rate of thickness expansion
|
Composite rock plate wall plate
| 0.02%
| 0.07%
|
Common wall board
| 0.10%
| 0.17% |
As a preferred embodiment, in order to ensure that the composite rock plate wallboard meets the requirement of environmental protection release, the formaldehyde release amount of the composite rock plate wallboard is not higher than 0.06mg/m3. The applicant tests the formaldehyde emission of the composite rock plate wallboard and tests the formaldehyde emissionTest methods reference EN 717-1:2004, analyzed by UV-Vis. The test result shows that the formaldehyde emission of the composite rock plate wallboard of the embodiment is 0.050 mg/m3And in the BS EN 13986:2004+ A1:2015 standard, when the formaldehyde emission is less than or equal to 0.124 mg/m3And the formaldehyde emission of the composite rock plate wallboard reaches the E1 grade, and the formaldehyde emission of the composite rock plate wallboard of the embodiment is 0.050 mg/m3<0.124 mg/m3Thus achieving the E1 rating in the BS EN 13986:2004+ A1:2015 standard.
As a preferable embodiment, in order to ensure the stability of the composite rock plate wallboard during installation and prevent safety accidents such as loosening and separation after installation, the plate surface nail holding force of the composite rock plate wallboard is set to be not less than 12N/mm2. The plate edge nail-holding power of the composite rock plate wallboard is set to be not less than 8N/mm2. Correspondingly, the applicant tests the plate surface nail-holding force and the plate edge nail-holding force of the composite rock plate wallboard, the test method is according to EN 13446 and 2002, and the test conditions are as follows:
screw size: ST 4.2X 38;
nail pulling speed: 5 mm/min;
sample size: 50mm is multiplied by 50 mm;
and (3) testing environment: 21.6 ℃ and 64% RH.
The test structure shows that the nail-holding power of the composite rock plate wallboard of the embodiment is 12.7N/mm2The plate edge nail-holding power is 8.9N/mm2。
In addition, the applicant also performed fire performance tests and RoHS instruction item tests on the composite rock plate wallboard of the embodiment, and in the fire performance tests, according to the documents: EN 13501-1:2018 building materials and articles burning performance grading first part: the classification is made according to combustion performance. The specific test method is as follows:
1. EN 13823:2020 building products burning test-monomer burning test of building materials (except floor materials);
2. EN ISO11925-2:2020 flame test-ignition of building article with a specified flame-second part: and (4) carrying out a small flame test.
Through the ventilation gap of the object behind the test sample plate, the sample is free and upright, and the upper end and the lower end are fixed.
The test results are shown below:
remarking:
FIGRA- -Combustion growth Rate index for staging [ W/s ];
for class a2 and class B, FIGRA = FIGRA0.2MJ;
For class C and D, FIGRA = FIGRA0.4MJ;
LFS- -flame transverse propagation length [ m ];
THR600stotal heat release [ MJ ] at 600 seconds];
SMOGRA- -Smoke Generation Rate [ m2/s2];
TSP600s-total smoke production at 600 seconds [ m [ ]2]。
In the RoHS instruction project test, Pb/Cd/Hg/Cr is respectively carried out6+the/PBBs/PBDEs test and the Phthalates test. The test method refers to IEC 62321-4:2013+ A1:2017, IEC 62321-5:2013, IEC 62321-7-2:2017, IEC 62321-6:2015 and IEC 62321-8:2017, and ICP-OES, UV-Vis and GC-MS are adopted for analysis.
The detection results are as follows:
test items
| Limit value
| Unit of
| MDL
| Conclusion of the test
|
Cadmium (cd)
| 100
| mg/kg
| 2
| ND
|
Lead (Pb)
| 1000
| mg/kg
| 2
| ND
|
Mercury (Hg)
| 1000
| mg/kg
| 2
| ND
|
Hexavalent chromium (Cr (VI))
| 1000
| mg/kg
| 8
| ND
|
The sum of polybrominated biphenyls (PBBs)
| 1000
| mg/kg
| -
| ND
|
Monobromobenzene
| -
| mg/kg
| 5
| ND
|
Dibromo biphenyl
| -
| mg/kg
| 5
| ND
|
Tribromobiphenyl
| -
| mg/kg
| 5
| ND
|
Tetrabromobiphenyl
| -
| mg/kg
| 5
| ND
|
Pentabromobiphenyl
| -
| mg/kg
| 5
| ND
|
Hexabromobiphenyl
| -
| mg/kg
| 5
| ND
|
Heptabromobiphenyl
| -
| mg/kg
| 5
| ND
|
Octabromobiphenyl
| -
| mg/kg
| 5
| ND
|
Nonbromobiphenyl
| -
| mg/kg
| 5
| ND
|
Decabromobiphenyl
| -
| mg/kg
| 5
| ND
|
The sum of polybromodiphenyl ethers (PBDEs)
| 1000
| mg/kg
| -
| ND
|
Monobromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Dibromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Tribromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Tetrabromo diphenyl ether
| -
| mg/kg
| 5
| ND
|
Pentabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Hexabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Heptabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Octabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Nonabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Decabromodiphenyl ether
| -
| mg/kg
| 5
| ND
|
Dibutyl phthalate (DBP)
| 1000
| mg/kg
| 50
| ND
|
Butyl Benzyl Phthalate (BBP)
| 1000
| mg/kg
| 50
| ND
|
Di (2-ethylhexyl) phthalate (DEHP)
| 1000
| mg/kg
| 50
| ND
|
Diisobutyl phthalate (DIBP)
| 1000
| mg/kg
| 50
| ND |
Remarking:
1、1mg/kg = 0.0001%;
2. MDL = method detection limit;
3. ND = not detected (< MDL);
4. "-" = unspecified.
In addition, the embodiment also discloses an installation structure of the above composite rock plate wallboard, as shown in fig. 2 to fig. 4, the installation structure comprises a fixing profile 7 fixed on the surface of the wall body and a fastening profile 8 for fixedly connecting the back of the wallboard, the fixing profile 7 and the fastening profile 8 are connected in a snap-fit connection manner, the fixing profile 7 comprises two symmetrically arranged clamping positions 71 for snap-fit connection of the two corresponding fastening profiles 8, the inner sides of the clamping positions 71 are recessed inwards to form a first installation position 72 for fixing the fixing profile 7 on the wall body through a pop screw, the fastening profile 8 comprises a fastening head 81 for matching and connecting with the clamping positions 71, a second installation position 82 for receiving the reinforcing plate 2 part in the fixing wallboard and a third installation position 83 for receiving the rock plate 1 part in the fixing wallboard, the second installation position 82 is fixed with the wallboard at the third installation position 83 through a fastening bolt, when the wall plate is installed, a mounting groove is cut at the back edge of the wall plate, the depth of the mounting groove is just equal to the thickness of the reinforcing plate 2, thereby leading the reinforcing plate 2 to be jointed and fixed with the second installation position 82, leading the rock plate 1 to be jointed and fixed with the third installation position 83, leading the buckling sectional materials 8 which are clamped and connected at the left side and the right side of the fixed sectional material 7 to be arranged in a mirror symmetry way, of course, in order to improve the buckling force between the adjacent rock plates 1, fastening strips 9 are provided in the borders of adjacent rock panels 1, and the outer surfaces of the fastening strips 9 are decorative surfaces, the aesthetic degree of the wall panel is optimized on the whole, the fastening strips 9 are clamped into the gaps between the adjacent rock plates 1 and extend to the gaps between the fastening profiles 8, and in order to improve the installation stability of the fastening strips 9, the side wall of the fastening section bar 8 is provided with a convex position 84 which protrudes outwards, and the fastening strip 9 is clamped in the gap between the adjacent wall boards through the convex position 84.
The above description is only a preferred embodiment of the present invention, and the technical solutions that achieve the objects of the present invention by substantially the same means are within the protection scope of the present invention.