CN113482279A - Large-scale rock plate paving process - Google Patents
Large-scale rock plate paving process Download PDFInfo
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- CN113482279A CN113482279A CN202110800073.9A CN202110800073A CN113482279A CN 113482279 A CN113482279 A CN 113482279A CN 202110800073 A CN202110800073 A CN 202110800073A CN 113482279 A CN113482279 A CN 113482279A
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- rock
- paving
- leveling
- rock plate
- plate
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- 239000011435 rock Substances 0.000 title claims abstract description 153
- 238000000034 method Methods 0.000 title claims abstract description 44
- 238000011049 filling Methods 0.000 claims abstract description 35
- 239000003292 glue Substances 0.000 claims abstract description 31
- 239000000463 material Substances 0.000 claims abstract description 26
- 238000004140 cleaning Methods 0.000 claims abstract description 16
- 239000011248 coating agent Substances 0.000 claims abstract description 12
- 238000000576 coating method Methods 0.000 claims abstract description 12
- 238000005498 polishing Methods 0.000 claims abstract description 12
- 230000003373 anti-fouling effect Effects 0.000 claims abstract description 6
- 230000001680 brushing effect Effects 0.000 claims abstract description 6
- 238000007493 shaping process Methods 0.000 claims abstract description 6
- 239000011083 cement mortar Substances 0.000 claims description 15
- 239000000919 ceramic Substances 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 12
- 230000001070 adhesive effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000011449 brick Substances 0.000 claims description 8
- 230000002093 peripheral effect Effects 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000002390 adhesive tape Substances 0.000 claims description 5
- 230000003139 buffering effect Effects 0.000 claims description 5
- 238000005056 compaction Methods 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 239000011230 binding agent Substances 0.000 claims description 3
- 238000000227 grinding Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000005034 decoration Methods 0.000 abstract description 7
- 238000005336 cracking Methods 0.000 description 4
- 230000008602 contraction Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 239000007767 bonding agent Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02005—Construction of joints, e.g. dividing strips
- E04F15/02011—Construction of joints, e.g. dividing strips with joint fillings integrated in the flooring elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02005—Construction of joints, e.g. dividing strips
- E04F15/02027—Means for spacing the flooring from an adjoining wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/0215—Flooring or floor layers composed of a number of similar elements specially adapted for being adhesively fixed to an underlayer; Fastening means therefor; Fixing by means of plastics materials hardening after application
- E04F15/02155—Adhesive means specially adapted therefor, e.g. adhesive foils or strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/08—Flooring or floor layers composed of a number of similar elements only of stone or stone-like material, e.g. ceramics, concrete; of glass or with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/22—Implements for finishing work on buildings for laying flooring of single elements, e.g. flooring cramps ; flexible webs
Abstract
The invention provides a large-scale rock plate paving process in the technical field of building decoration, which comprises the steps of leveling and paving a leveling layer on a ground base layer, further determining the paving position of each rock plate on the leveling layer, and performing elastic line positioning on the periphery of the specific elastic paving position of each rock plate by using an elastic line tool; a first telescopic groove is formed in the position of a spring line on the periphery of each rock plate, and a second telescopic groove is formed in the corner edge; uniformly brushing back glue on the paving and veneering surfaces of the rock boards, flattening the rock boards by using a flattening device and stably shaping the rock boards at flattening gaps by using glue after the back glue on the paving and veneering surfaces of the rock boards is condensed until all the rock boards are completely flattened; cleaning seams among the rock plates, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material; the construction process has low requirement and simple operation.
Description
Technical Field
The invention relates to the technical field of building decoration, in particular to a large-scale rock plate paving process.
Background
The rock plate is a newly emerging indoor decoration ceramic tile material in 2 to 3 years, and is mainly applied to home decoration such as panels of cabinets and wardrobes, and paving and pasting of indoor wall surfaces and floors. The rock plates for indoor floor and wall surfaces are generally made of large-size plates (more than 1.62 square meters).
However, the existing rock plates all adopt a dense joint paving process, which is a plane construction paving process in the field of decoration, namely when ceramic tiles or rock plates are paved, adjacent single tiles are closely close to each other, no gap is left or the remained gap is very small, which is less than 0.5mm, the dense joint paving process has high requirements on decoration material quality, construction process and professional skills of clay bricklayers, and the decoration construction difficulty is high.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a large-scale rock plate paving process, which has the following specific technical scheme:
a large-scale rock plate paving process comprises the following steps:
s1, leveling and paving a leveling layer on the ground base layer;
s2: determining the paving position of each rock plate on the leveling layer, and performing elastic line positioning on the periphery of the specific elastic paving position of each rock plate by using an elastic line tool;
s3: a first telescopic groove is formed in the position of a spring line on the periphery of each rock plate, and a second telescopic groove is formed in the corner edge;
s4: uniformly brushing back glue on the paving surface of the rock plate, uniformly coating a ceramic tile binder on the paving surface of the rock plate after the back glue of the paving surface of the rock plate is condensed, and bonding the back glue and the ceramic tile to form a bonding layer.
S5: paste the buffering adhesive tape with rock plate four corners edge, use powerful sucking disc to inhale tightly to the surface of rock plate, transfer the rock plate through powerful sucking disc, lay subsides and the compaction to the rock plate, the adjustment roughness makes all be located the bullet line position around the rock plate of rock plate.
S6: dense joint clamps for preventing collision when adjacent bricks are paved are arranged on the peripheral side surfaces of the rock boards at equal intervals;
s7: and repeating the steps of S4-S7, paving each rock plate on the leveling layer, compacting by using a vibrator after paving all the rock plates, wherein the positions of the rock plates are arched, flattening the rock plates by using a flattening device, and stably shaping by using glue at flattening gaps until all the rock plates are completely flattened.
S8: cleaning up seams between rock plates, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material.
Further, in step S1, the method includes the following steps:
s11: cleaning and cleaning the ground base layer, cleaning the base layer, further repairing the base layer ground, knocking out or grinding ultrahigh or protruding points of the base layer ground, and sprinkling a small amount of water to wet the ground.
S12: using an infrared laser level meter to fix the horizontal line of the whole house and find the flat line;
s13: and marking the leveling level on the wall surface, snapping lines on the wall by using an ink fountain, and determining the thickness of paving cement mortar.
S14: the method comprises the steps of positioning by using a plurality of leveling devices, determining a leveling area and a leveling height, filling cement mortar into the leveling area, leveling by using a scraper, leveling by using a wood trowel, checking the flatness of the leveling area by using a backup ruler, and forming a leveling layer by condensing.
Furthermore, the width of the first telescopic groove is 0.5cm, the width of the second telescopic groove is 1cm, and the depths of the first telescopic groove and the second telescopic groove are both 0.5 cm.
Further, the thickness of the ceramic tile adhesive coated on the paving surface of the rock plate is more than 0.8 cm.
Furthermore, the distance between the plurality of tight seam cards on the peripheral side surface of the rock plate is 30cm, and the thickness of each tight seam card is 0.35-0.5 mm.
Further, the proportion of cement and sand in the cement mortar is 1: 3.5.
further, leveling device includes base and T type light gauge steel, the bottom of base is provided with along the base convex part of outside extension all around, be provided with the through-hole of two relative settings on the convex part, the top central point of base puts and is provided with the screw hole, screw hole internal thread connection is provided with the spliced pole, offer the draw-in groove that is used for settling T type light gauge steel on the spliced pole.
Furthermore, a plurality of leveling devices are arranged at intervals, and the distance between any two adjacent leveling devices is 60-80 cm.
Further, the glue is 502 glue.
Further, before the rock plate is paved, the paving surface of the rock plate is cleaned, and when the back of the paving surface is coated with the tile adhesive, the tile adhesive is uniformly smeared into a strip tooth shape by using a tooth-shaped plastering device.
The beneficial technical effects obtained by the invention comprise:
firstly, leveling and paving a leveling layer on a ground base layer by a constructor, further determining the paving position of each rock plate on the leveling layer, and performing elastic line positioning on the periphery of the specific elastic paving position of each rock plate by using an elastic line tool; a first telescopic groove is formed in the position of a spring line on the periphery of each rock plate, and a second telescopic groove is formed in the corner edge; uniformly brushing back glue on the paving surface of the rock plate, uniformly coating a ceramic tile binder on the paving surface of the rock plate after the back glue of the paving surface of the rock plate is condensed, and bonding the back glue and the ceramic tile to form a bonding layer. Paste the buffering adhesive tape with rock plate four corners edge, use powerful sucking disc to inhale tightly to the surface of rock plate, transfer the rock plate through powerful sucking disc, lay subsides and the compaction to the rock plate, the adjustment roughness makes all be located the bullet line position around the rock plate of rock plate. Dense joint clamps for preventing collision when adjacent bricks are paved are arranged on the peripheral side surfaces of the rock boards at equal intervals; repeating the above steps, paving each rock plate on a leveling layer, compacting by using a vibrator after paving all the rock plates, wherein the positions are arched, flattening the rock plates by using a flattening device, and stably shaping by using glue at flattening gaps until all the rock plates are completely flattened; cleaning seams among the rock plates, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material; through laying screed-coat, flexible groove, tie coat and rock plate in proper order on basic ground, mutually support between each layer, can effectively promote the bonding strength between rock plate and the basic ground. The leveling layer is made of cement mortar, the ground flatness is realized by using a traditional mode, the bonding layer is a rock plate bonding agent and has higher bonding property compared with a traditional water purification mud layer, and the bonding layer contains high molecular polymers, so that the bonding layer has better viscoelasticity, the rock plate is prevented from being tilted or deformed, and the tight seam laying of the rock plate is realized; the special joint mixture with one color of brick is used for joint filling in the rock plate layer, so that the effect of approximate seamless joint between two adjacent ceramic tiles is achieved, and hollowing or cracking caused by expansion caused by heat and contraction caused by cold of the rock plate in the later use process can be effectively avoided through the first telescopic groove and the second telescopic groove; the construction process has low requirement and simple operation.
Drawings
The invention will be further understood from the following description in conjunction with the accompanying drawings. The components in the figures are not necessarily to scale, emphasis instead being placed upon illustrating the principles of the embodiments. Like reference numerals designate corresponding parts throughout the different views.
FIG. 1 is a schematic cross-sectional view of the construction of an embodiment of the present invention;
FIG. 2 is a schematic view of a construction process flow according to an embodiment of the present invention;
FIG. 3 is a schematic view of a leveling process according to an embodiment of the present invention;
FIG. 4 is a schematic structural view of a leveling locator according to an embodiment of the present invention;
FIG. 5 is a schematic structural view of a T-shaped light gauge steel according to an embodiment of the present invention;
in the figure: 10. a leveling locator; 11. a base; 12. a convex portion; 13. a through hole; 14. a threaded hole; 15. connecting columns; 16. a card slot; 20. t-shaped light steel keel; 30. leveling layer; 40. a bonding layer; 50. a rock plate; 60. a first telescopic slot; 70. a second telescopic slot;
detailed description of the invention
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to embodiments thereof; it should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. Other systems, methods, and/or features of the present embodiments will become apparent to those skilled in the art upon review of the following detailed description. It is intended that all such additional systems, methods, features and advantages be included within this description, be within the scope of the invention, and be protected by the accompanying claims. Additional features of the disclosed embodiments are described in, and will be apparent from, the detailed description that follows.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the device or component referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms described above will be understood by those of ordinary skill in the art according to the specific circumstances.
A large-scale rock plate paving process comprises the following steps:
s1, leveling and paving the leveling layer 30 on the ground base layer;
s2: determining the paving position of each rock plate 50 on the leveling layer 30, and performing elastic line positioning on the periphery of the specific elastic paving position of each rock plate 50 by using an elastic line tool;
s3: a first telescopic groove 60 is formed in the position of a spring line on the periphery of each rock plate 50, and a second telescopic groove 70 is formed in the corner edge;
s4: uniformly brushing the back glue on the paving surface of the rock plate 50, uniformly coating the tile adhesive on the paving surface of the rock plate 50 after the back glue of the paving surface of the rock plate 50 is condensed, and bonding the back glue and the tile to form the bonding layer 40.
S5: paste the buffering adhesive tape with 50 four corners edges of rock plate, use the powerful electromagnetic chuck to inhale tightly to the surface of rock plate 50, transfer rock plate 50 through the powerful electromagnetic chuck, lay subsides and the compaction to rock plate 50, the adjustment roughness makes all be located the bullet line position around 50 of rock plate 50.
S6: dense joint clamps for preventing collision when adjacent bricks are paved are arranged on the peripheral side surfaces of the rock plates 50 at equal intervals;
s7: and repeating the steps of S4-S7, paving each rock plate 50 on the leveling layer 30, compacting by using a vibrator after all the rock plates 50 are paved, wherein the positions of the rock plates are arched, flattening the rock plates 50 by using a flattening device, and stably shaping by using glue at flattening gaps until all the rock plates 50 are completely flattened.
S8: cleaning up seams between the rock plates 50, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material.
Specifically, as shown in fig. 1 to 5, a constructor firstly levels and lays a leveling layer 30 on a ground base layer, further determines a laying position of each rock plate 50 on the leveling layer 30, and performs elastic line positioning around the specific elastic laying position of each rock plate 50 by using an elastic line tool; a first telescopic groove 60 is formed in the position of a spring line on the periphery of each rock plate 50, and a second telescopic groove 70 is formed in the corner edge; uniformly brushing the back glue on the paving surface of the rock plate 50, uniformly coating the tile adhesive on the paving surface of the rock plate 50 after the back glue of the paving surface of the rock plate 50 is condensed, and bonding the back glue and the tile to form the bonding layer 40. Paste the buffering adhesive tape with 50 four corners edges of rock plate, use the powerful electromagnetic chuck to inhale tightly to the surface of rock plate 50, transfer rock plate 50 through the powerful electromagnetic chuck, lay subsides and the compaction to rock plate 50, the adjustment roughness makes all be located the bullet line position around 50 of rock plate 50. Dense joint clamps for preventing collision when adjacent bricks are paved are arranged on the peripheral side surfaces of the rock plates 50 at equal intervals; repeating the above steps, paving each rock plate 50 on the leveling layer 30, compacting by using a vibrator after paving all the rock plates 50, wherein the positions are arched, flattening the rock plates 50 by using a flattening device, and stably shaping by using glue at flattening gaps until all the rock plates 50 are completely flattened; cleaning up seams between the rock plates 50, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material; through laying screed-coat 30, flexible groove, tie coat 40 and rock plate 50 in proper order on basic ground, mutually support between each layer, can effectively promote the bonding strength between rock plate 50 and the basic ground. The leveling layer 30 is made of cement mortar, the ground flatness is achieved by using a traditional mode, the bonding layer 40 is made of a rock plate 50 bonding agent, and has higher bonding property compared with a traditional purified cement layer, and the bonding layer 40 contains high polymer, so that the bonding layer has better viscoelasticity, the rock plate 50 is prevented from being tilted or deformed, and the tight seam laying of the rock plate 50 is achieved; the special joint mixture with the same color as the bricks is used for joint filling in the rock plate 50 layer, so that the effect of approximate seamless splicing between two adjacent ceramic tiles is achieved, and through the first telescopic groove 60 and the second telescopic groove 70, hollowing or cracking caused by expansion with heat and contraction with cold of the rock plate 50 in the later use process can be effectively avoided, and the construction process is low in requirement and simple to operate.
Further, in step S1, the method includes the following steps:
s11: cleaning and cleaning the ground base layer, cleaning the base layer, further repairing the base layer ground, knocking out or grinding ultrahigh or protruding points of the base layer ground, and sprinkling a small amount of water to wet the ground.
S12: using an infrared laser level meter to fix the horizontal line of the whole house and find the flat line;
s13: and marking the leveling level on the wall surface, snapping lines on the wall by using an ink fountain, and determining the thickness of paving cement mortar.
S14: the method comprises the steps of positioning by using a plurality of leveling devices, determining a leveling area and a leveling height, filling cement mortar into the leveling area, leveling by using a scraper, leveling by using a wood trowel, checking the flatness of the leveling area by using a running rule, and forming a leveling layer 30 by waiting for condensation.
Specifically, the ground base layer is cleaned, the base layer is cleaned up, the base layer ground is repaired, the ultrahigh or protruding points of the base layer ground are knocked out or ground flat, the ground base layer is sprayed with water to be wetted, the base layer is cleaned, the base layer ground is repaired, the ultrahigh or protruding points of the base layer ground are knocked out or ground flat, so that the base layer is in a flat state, cement mortar is applied, if the base layer is not flat, the protruding part of the mortar layer is thin, shrinkage and water loss are fast, hollowing is caused at the position, and the base layer is in the flat state, so that cracks or hollowing caused by the fact that the cement mortar is hardened due to the fact that the settlement difference is formed due to uneven settlement of the base layer can be avoided; an operator fixes the horizontal line of the whole house and finds the horizontal line by using an infrared laser level meter; and marking the leveling level on the wall surface, snapping lines on the wall by using an ink fountain, and determining the thickness of paving cement mortar. Use a plurality of leveling device location, confirm the regional and the height of making level, fill into cement mortar the regional and strickle off with the scraper of making level and handle, and then use the wooden trowel to rub off and should the roughness in the guiding rule inspection regional of making level, wait to condense and form screed 30, the process of making level is simple easy and simple to handle, and the construction is fast, save time.
In one embodiment, the width of the first telescopic groove 60 is 0.5cm, the width of the second telescopic groove 70 is 1cm, the depths of the first telescopic groove 60 and the second telescopic groove 70 are both 0.5cm, the width of the first telescopic groove 60 is 0.5cm according to the size of the rock plate 50, the depth of the first telescopic groove 60 and the depth of the second telescopic groove 70 are both 0.5cm according to the size of the rock plate 50, and the hollowing or cracking caused by the expansion and contraction of the ceramic tile in the later use process can be effectively avoided.
In one embodiment, the thickness of the tile adhesive applied to the facing surface of the rock plate 50 is greater than 0.8cm to avoid later arching or loosening caused by too thin a tile adhesive that may not press against the rock plate 50.
In one embodiment, the distance between the plurality of tight joint clamps on the peripheral side surface of the rock plate 50 is 30cm, the thickness of each tight joint clamp is 0.35-0.5mm, the tight joint clamps can prevent adjacent bricks from colliding during paving, meanwhile, a plurality of fine adjustment spaces are added, and the condition that the positions are not uniform after large-area paving is prevented from being completely incapable of being adjusted.
In one embodiment, the proportion of cement to sand in the cement mortar is 1: 3.5, stirring by a stirrer or manually, observing that the mortar is uniformly stirred, wherein the sand proportion is higher than 75 percent, and the anti-cracking performance of the leveling layer 30 can be improved.
In one embodiment, the leveling device comprises a base 11 and a T-shaped light steel keel, a convex part 12 extending outwards along the periphery of the base 11 is arranged at the bottom of the base 11, two through holes 13 arranged oppositely are arranged on the convex part 12, a threaded hole 14 is arranged at the center position of the top of the base 11, a connecting column 15 is arranged in the threaded hole 14 in a threaded connection manner, a clamping groove 16 used for arranging the T-shaped light steel keel is arranged on the connecting column 15, and an operator can adjust the relative height of the connecting column 15 and the base 11 in a spiral manner by rotating the connecting column 15; a clamping groove 16 is formed in the center of the top of the connecting column 15, and a T-shaped light steel keel for ground leveling can be placed through the clamping groove 16; the convex part 12 that outwards extends around base 11 is provided with two through-holes 13, can use the screw to pass through-hole 13 and fix the locator 10 base 11 of making level, stable in structure, convenient to use.
In one embodiment, the distance between any two adjacent leveling locators 10 is 60-80cm, so that the installation is more stable in a T-shaped light steel keel, and meanwhile, the area of a leveling area formed between adjacent leveling locators 10 is more reasonable, and the leveling operation is convenient for an operator.
In one embodiment, the glue is 502 glue, the 502 glue is convenient to use and can be quickly condensed, the paving surface of the rock plate is cleaned before the rock plate is paved, aluminum powder can be possibly arranged on the back surface of the rock plate, the bonding force can be seriously influenced, potential safety hazards are caused, and the aluminum powder and other impurities are cleaned up by using a steel brush or other cleaning tools. When back-coating tile adhesive, use the even strip cusp of smearing the tile adhesive of cusp plastering unit, the air escape of being convenient for avoids the ceramic tile glue hollowing and causes the fracture obscission.
Although the invention has been described above with reference to various embodiments, it should be understood that many changes and modifications may be made without departing from the scope of the invention. That is, the methods, systems, and devices discussed above are examples. Various configurations may omit, substitute, or add various procedures or components as appropriate. For example, in alternative configurations, the methods may be performed in an order different than that described, and/or various components may be added, omitted, and/or combined. Moreover, features described with respect to certain configurations may be combined in various other configurations, as different aspects and elements of the configurations may be combined in a similar manner. Further, elements therein may be updated as technology evolves, i.e., many elements are examples and do not limit the scope of the disclosure or claims.
Specific details are given in the description to provide a thorough understanding of the exemplary configurations including implementations. However, configurations may be practiced without these specific details, e.g., well-known circuits, processes, algorithms, structures, and techniques have been shown without unnecessary detail in order to avoid obscuring the configurations. This description provides example configurations only, and does not limit the scope, applicability, or configuration of the claims. Rather, the foregoing description of the configurations will provide those skilled in the art with an enabling description for implementing the described techniques. Various changes may be made in the function and arrangement of elements without departing from the spirit or scope of the disclosure.
In sum, it is intended that the foregoing detailed description be regarded as illustrative rather than limiting, and that it be understood that it defines the spirit and scope of the invention. The above examples are to be construed as merely illustrative and not limitative of the remainder of the disclosure. After reading the description of the invention, the skilled person can make various changes or modifications to the invention, and these equivalent changes and modifications also fall into the scope of the invention defined by the claims.
Claims (10)
1. A large-scale rock plate paving process is characterized by comprising the following steps:
s1, leveling and paving a leveling layer on the ground base layer;
s2: determining the paving position of each rock plate on the leveling layer, and performing elastic line positioning on the periphery of the specific elastic paving position of each rock plate by using an elastic line tool;
s3: a first telescopic groove is formed in the position of a spring line on the periphery of each rock plate, and a second telescopic groove is formed in the corner edge;
s4: uniformly brushing back glue on the paving surface of the rock plate, uniformly coating a ceramic tile binder on the paving surface of the rock plate after the back glue of the paving surface of the rock plate is condensed, and bonding the back glue and the ceramic tile to form a bonding layer.
S5: paste the buffering adhesive tape with rock plate four corners edge, use powerful sucking disc to inhale tightly to the surface of rock plate, transfer the rock plate through powerful sucking disc, lay subsides and the compaction to the rock plate, the adjustment roughness makes all be located the bullet line position around the rock plate of rock plate.
S6: dense joint clamps for preventing collision when adjacent bricks are paved are arranged on the peripheral side surfaces of the rock boards at equal intervals;
s7: and repeating the steps of S4-S7, paving each rock plate on the leveling layer, compacting by using a vibrator after paving all the rock plates, wherein the positions of the rock plates are arched, flattening the rock plates by using a flattening device, and stably shaping by using glue at flattening gaps until all the rock plates are completely flattened.
S8: cleaning up seams between rock plates, then performing seam filling treatment by using a seam filling material, polishing the seam filling material by using a polishing tool after the seam filling material is solidified, and coating floor tile antifouling wax on the surface of the polished seam filling material.
2. The large rock deck paving process of claim 1, wherein:
in step S1, the method includes the steps of:
s11: cleaning and cleaning the ground base layer, cleaning the base layer, further repairing the base layer ground, knocking out or grinding ultrahigh or protruding points of the base layer ground, and sprinkling a small amount of water to wet the ground.
S12: using an infrared laser level meter to fix the horizontal line of the whole house and find the flat line;
s13: and marking the leveling level on the wall surface, snapping lines on the wall by using an ink fountain, and determining the thickness of paving cement mortar.
S14: the method comprises the steps of positioning by using a plurality of leveling devices, determining a leveling area and a leveling height, filling cement mortar into the leveling area, leveling by using a scraper, leveling by using a wood trowel, checking the flatness of the leveling area by using a backup ruler, and forming a leveling layer by condensing.
3. The large rock deck paving process of claim 1, wherein: the width of the first telescopic groove is 0.5cm, the width of the second telescopic groove is 1cm, and the depths of the first telescopic groove and the second telescopic groove are both 0.5 cm.
4. The large rock deck paving process of claim 1, wherein: the thickness of the ceramic tile adhesive coated on the paving surface of the rock plate is more than 0.8 cm.
5. The large rock deck paving process of claim 1, wherein: the space between a plurality of tight seam cards on the peripheral side surface of the rock plate is 30cm, and the thickness of each tight seam card is 0.35-0.5 mm.
6. The large rock deck paving process of claim 2, wherein: in step S14, the ratio of cement to sand in the cement mortar is 1: 3.5.
7. the large rock deck paving process of claim 2, wherein: in step S14, the leveling device includes base and T type light gauge steel, the bottom of base is provided with along the base convex part that outwards extends all around, be provided with the through-hole of two relative settings on the convex part, the top central point of base puts and is provided with the screw hole, screw hole internal thread connection is provided with the spliced pole, offer the draw-in groove that is used for settling T type light gauge steel on the spliced pole.
8. The large rock deck paving process of claim 7, wherein: the plurality of leveling devices are arranged at intervals, and the distance between any two adjacent leveling devices is 60-80 cm.
9. The large rock deck paving process of claim 1, wherein: the glue is 502 glue.
10. The large rock deck paving process of claim 1, wherein: the paving surface of the rock plate is cleaned before the rock plate is paved, and when the back of the rock plate is coated with the tile adhesive, the tile adhesive is uniformly smeared into a toothed shape by using a toothed plastering device.
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| CN202110800073.9A CN113482279A (en) | 2021-07-13 | 2021-07-13 | Large-scale rock plate paving process |
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Application publication date: 20211008 |