CN111962805A - Ceramic tile paving structure for reducing cement thermal expansion stress and paving method thereof - Google Patents
Ceramic tile paving structure for reducing cement thermal expansion stress and paving method thereof Download PDFInfo
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- CN111962805A CN111962805A CN202010818847.6A CN202010818847A CN111962805A CN 111962805 A CN111962805 A CN 111962805A CN 202010818847 A CN202010818847 A CN 202010818847A CN 111962805 A CN111962805 A CN 111962805A
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- tile
- cement
- paving
- layer
- thermal expansion
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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
- E04F15/0215—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
-
- 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
- E04F15/082—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 with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass in combination with a lower layer of other material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/02—Specially adapted covering, lining or flooring elements not otherwise provided for for accommodating service installations or utility lines, e.g. heating conduits, electrical lines, lighting devices or service outlets
- E04F2290/023—Specially adapted covering, lining or flooring elements not otherwise provided for for accommodating service installations or utility lines, e.g. heating conduits, electrical lines, lighting devices or service outlets for heating
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to the technical field of tile paving, and discloses a tile paving structure for reducing cement thermal expansion stress, which comprises a tile layer, a paving plane and a honeycomb structure, wherein the honeycomb structure is arranged on the paving plane, the upper opening and the lower opening of the hole of the honeycomb structure are arranged, cement mortar is filled in the hole of the honeycomb structure, the bottom of the tile layer is arranged at the top of the honeycomb structure, the tile layer comprises a plurality of tiles, and the width of a gap between any two adjacent tiles is less than or equal to 0.5 mm. The tile paving structure for reducing cement thermal expansion stress can prevent the problems of ceramic tile jumping, arching and the like while realizing close-seam paving, and improve the decoration quality.
Description
Technical Field
The invention relates to the technical field of tile paving, in particular to a tile paving structure for reducing cement thermal expansion stress and a paving method thereof.
Background
In the conventional tile paving, expansion joints are generally applied to the periphery and corners of a cement layer to control the thermal expansion and contraction displacement of the cement layer, and a seam-leaving paving process is adopted when tiles are paved. However, more and more families select to install floor heating at present, when the floor heating is carried out, the expansion coefficient of the ceramic tile is smaller than that of the cement layer, and meanwhile, the temperature change of the ceramic tile lags behind the temperature change of the cement layer in the temperature rising process, so that the thermal expansion value of the ceramic tile is obviously smaller than that of the cement layer. This just leads to when keeping the seam and spreading the tiling, need keep the gap of broad, and the width in gap is 2mm usually to avoid appearing the ceramic tile and jump the porcelain, bow and wait the problem.
However, this wider gap can adversely affect the integrity and aesthetics of the finish, reducing the quality of the finish. In order to improve the decoration quality, the width of the gap needs to be reduced, and the reduction of the width can cause the problems of ceramic tile jumping, arching and the like.
Disclosure of Invention
The purpose of the invention is: the utility model provides a reduce ceramic tile of cement thermal expansion stress and spread a structure, not only can realize that the dense joint is spread and is pasted, can also prevent ceramic tile jumping porcelain, arching scheduling problem, improve the fitment quality.
In order to achieve the purpose, the invention provides a tile paving structure for reducing cement thermal expansion stress, which comprises a tile layer, a paving plane and a honeycomb structure, wherein the honeycomb structure is arranged on the paving plane, the upper opening and the lower opening of the hole of the honeycomb structure are arranged, cement mortar is filled in the hole of the honeycomb structure, the bottom of the tile layer is arranged at the top of the honeycomb structure, the tile layer comprises a plurality of tiles, and the width of a gap between any two adjacent tiles is less than or equal to 0.5 mm.
Optionally, the mortar further comprises a plurality of foam particles, and the foam particles are arranged in the cement mortar.
Optionally, the honeycomb structure further comprises an adhesive layer, and the honeycomb structure is arranged on the paving plane through the adhesive layer.
Optionally, still include net cement layer, the ceramic tile layer pass through net cement layer set up in honeycomb's top.
Optionally, the ceramic tile adhesive layer is further included, and the ceramic tile layer is arranged on the clean cement layer through the ceramic tile adhesive layer.
The invention also provides a paving method of the tile paving structure for reducing the thermal expansion stress of cement, which comprises the following steps:
the method comprises the following steps: checking whether the paving and pasting plane has hollowing or not, and knocking out the hollowing; sealing a slurry filling area, a crack area and a water seepage area of the paving plane; cleaning the paving plane;
step two: arranging a honeycomb structure on the paving plane, and filling cement mortar into holes of the honeycomb structure, wherein the filling height of the cement mortar is 1-2mm lower than the top ends of the holes of the honeycomb structure;
step three: and checking whether the ceramic tiles are defective or not, and paving the defect-free ceramic tiles above the honeycomb structure one by one.
Optionally, the first step further includes: and after cleaning the paving plane, brushing the adhesive on the paving plane.
Optionally, the second step further includes: before the cement mortar is filled in the holes of the honeycomb structure, foam particles are mixed with the cement mortar.
Optionally, the second step further includes: after the cement mortar is filled in the holes of the honeycomb structure, and before the initial setting of the cement mortar, water purification mud is trowelled above the cement mortar.
Optionally, the third step further includes: after checking whether the tile is defective, the tile glue is applied to the back of the defect-free tile.
Compared with the prior art, the tile paving structure and the paving method thereof for reducing cement thermal expansion stress have the beneficial effects that:
the ceramic tile paving structure for reducing cement thermal expansion stress comprises a ceramic tile layer, a paving plane and a honeycomb structure, wherein the honeycomb structure is arranged on the paving plane, the upper opening and the lower opening of a hole of the honeycomb structure are arranged, cement mortar is filled in the hole of the honeycomb structure, the bottom of the ceramic tile layer is arranged at the top of the honeycomb structure, the ceramic tile layer comprises a plurality of ceramic tiles, and the width of a gap between any two adjacent ceramic tiles is smaller than or equal to 0.5 mm. Through setting up honeycomb, separate cement mortar for a plurality of pieces, reduce the expend with heat value of cement mortar when expend with heat and contract with cold appears, set up the gap width between arbitrary two adjacent ceramic tiles moreover and be less than or equal to 0.5mm, when realizing that the close joint is spread and is pasted, can also prevent ceramic tile jump porcelain, arching scheduling problem, improve decoration quality.
The embodiment of the invention also provides a paving method of the tile paving structure for reducing the thermal expansion stress of cement, which realizes dense joint paving, prevents the problems of ceramic tile jumping, arching and the like and improves the decoration quality.
Drawings
FIG. 1 is a cross-sectional view of an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of an embodiment of the present invention.
In the figure, 1, a ceramic tile layer; 2. paving and pasting a plane; 3. a honeycomb structure; 4. foam particles; 5. a bonding layer; 6. a net cement layer; 7. ceramic tile glue film.
Detailed Description
The following detailed description of embodiments of the present invention is provided in connection with the accompanying drawings and examples. The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; 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 meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In addition, in the description of the present invention, "a plurality" means two or more unless otherwise specified.
The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-2, a tile laying structure for reducing cement thermal expansion stress according to a preferred embodiment of the present invention is characterized by including a tile layer 1, a laying plane 2, and a honeycomb structure 3, where the honeycomb structure 3 is disposed on the laying plane 2, upper and lower openings of holes of the honeycomb structure 3 are disposed, the holes of the honeycomb structure 3 are filled with cement mortar, the bottom of the tile layer 1 is disposed on the top of the honeycomb structure 3, the tile layer 1 includes a plurality of tiles, and a gap width between any two adjacent tiles is less than or equal to 0.5 mm. Through setting up honeycomb 3, separate cement mortar for a plurality of pieces, reduce the expend with heat value of cement mortar when expend with heat and contract with cold appears, set up the gap width between arbitrary two adjacent ceramic tiles moreover and be less than or equal to 0.5mm, when realizing that the close joint is spread and is pasted, can also prevent ceramic tile jump porcelain, arching scheduling problem, improve decoration quality. The honeycomb structure 3 is usually made of elastic materials such as corrugated paper, rubber and the like, so that when cement mortar expands, a part of the expansion can extrude the honeycomb structure 3, the honeycomb structure 3 is extruded to shrink to give space for the cement mortar, and the overall expansion degree of the cement mortar is further reduced. In the present embodiment, the honeycomb structure 3 has a regular hexagonal body with a height of 30mm to 60mm and a side length of 60mm, and has a thickness of 1mm to 2 mm. The filling height of the cement mortar is 30mm-60 mm.
The tile paving structure for reducing the thermal expansion stress of the cement further comprises a plurality of foam particles 4, and the foam particles 4 are arranged in the cement mortar. The cement mortar comprises ordinary Portland cement with the reference number of 42.5, clean water, sand and foam particles 4, and the weight proportion of the cement mortar is 20 percent of cement, 20 percent of water and 59.95 percent of sand, and the weight proportion of the foam particles is 0.05 percent. The foam particles 4 also have elasticity, and when the cement mortar expands, the foam particles 4 are extruded to make room for the cement mortar, so that the overall expansion degree of the cement mortar is further reduced. Further comprises an adhesive layer 5, and the honeycomb structure 3 is arranged on the paving plane 2 through the adhesive layer 5. The adhesive layer 5 is adhesive and has a thickness of 2mm-5 mm. The adhesive layer 5 is used for fixing the honeycomb structure 3 on the paving plane 2, so that the subsequent construction is facilitated. Still include net cement layer 6, tile layer 1 sets up in honeycomb 3's top through net cement layer 6. The setting of net cement layer 6 can make the ceramic tile and cement mortar combine better, improves joint strength. In addition, the filling height of cement mortar is lower than 1-2mm of the top end of the hole of the honeycomb structure 3, the cement mortar can form a concave surface, and the purified cement is directly arranged above the cement mortar, so that the cement mortar and the purified cement can be better combined. The net cement layer 6 has a thickness of 5mm to 10mm, preferably 6 mm. Still include ceramic tile glue film 7, ceramic tile layer 1 sets up on clean cement layer 6 through ceramic tile glue film 7. The ceramic tile glue layer 7 is composed of ceramic tile glue, the thickness is 3mm-6mm, and the optimal thickness is 3 mm.
The embodiment also provides a paving method of the tile paving structure for reducing the thermal expansion stress of cement, which comprises the following steps:
the method comprises the following steps: checking whether the paving and pasting plane 2 has empty drums or not, and knocking out the empty drums; sealing the slurry filling area, the crack area and the water seepage area of the paving and pasting plane 2; the paving plane 2 is cleaned.
Wherein, after cleaning the paving plane 2, the adhesive is coated on the paving plane 2.
Adding the drinking water into a stirring barrel, and then adding the binder gradually, wherein the mixing ratio is as follows: 1 part of water: 4 parts of dry powder, the proportion of the powder and water can be properly changed according to the construction habit, and the consistency is adjusted; stirring uniformly by a low-speed (300r/min) electric stirrer without raw powder balls. The mixture is stirred for the second time for 1 to 3 minutes after being cleaned and placed for 15 minutes, and the hydrated binder can not be added with water or binder dry powder; forcibly scraping a small amount of adhesive on the paving and pasting plane 2 along a straight line by using an ash knife, wherein the trowel is 60-70 degrees and is smeared into a full plane to form a pasting layer 5, the pasting layer 5 with the thickness of 2mm can enable subsequent honeycomb structures 3 to be mutually embedded to provide adhesive force, and simultaneously, a cement mortar layer can be better combined with the paving and pasting plane 2; the stirred adhesive should be used up within 4 hours, and stirred once every half hour to maintain good operability, and the cured adhesive is prohibited.
Before construction, the paving and pasting plane 2 is checked and positioned according to a design drawing, and a house horizontal marking line is drawn; and drawing a horizontal marking line of the ceramic tile.
Step two: arranging the honeycomb structure 3 on the paving and pasting plane 2, and filling cement mortar in the holes of the honeycomb structure 3, wherein the filling height of the cement mortar is 1-2mm lower than the top ends of the holes of the honeycomb structure 3.
Wherein the foam particles 4 are mixed with cement mortar before the cement mortar is filled in the holes of the honeycomb structure 3. Before mixing, the foam particles 4 are firstly added into water to be soaked for half an hour, so that the adhesive force of the foam particles 4 can be increased, and the segregation phenomenon is reduced. When the cement and the sand are mixed manually, firstly, the cement and the sand are poured on an ash tray according to a specified proportion, and then the cement and the sand are mixed repeatedly by using an ash mixing shovel, so that the sand and the cement are mixed uniformly. Then adding water according to the proportion, adding the foam particles 4 with the water, and then mixing, so that the segregation phenomenon caused by lower density of the foam particles 4 is reduced, and the mixed cement mortar achieves consistent color; secondary carrying and shaking are reduced after cement mortar is mixed, and segregation is reduced. If the separation is carried out before use, the mixture is mixed again and then used.
When arranging the honeycomb structure 3, the honeycomb structure 3 may be pre-stretched before use if it is in a folded state: holding two sides of the honeycomb structure 3 by two hands, slowly stretching for 5-10 times, and effectively preventing the honeycomb structure 3 from retracting when fixing; pressing and embedding the first row to the second row of the stretched honeycomb structure 3 on the adhesive layer 5, pouring a certain amount of cement mortar into the honeycomb frame, wherein the height of the cement mortar is 1/3-1/2 of the honeycomb frame, standing for half an hour, slowly stretching the rest honeycomb structure 3 to a required position and embedding the rest honeycomb structure into the adhesive layer 5, wherein the cement mortar is also poured into the first row to the second row from the last to the third row to the auxiliary frame height of 1/3-1/2, so that the two sides of the honeycomb structure 3 are fixed, and after standing for half an hour, the honeycomb structure 3 is fixed.
When the cement mortar is filled in the holes of the honeycomb structure 3, the mixed cement mortar is filled into the honeycomb auxiliary frame one by using an ash knife, wherein the filling height of the cement mortar is 1-2mm away from the highest height of the honeycomb auxiliary structure, so that a concave surface is formed, and the cement mortar can be better combined with the purified cement layer 6.
In addition, after the cement mortar is filled in the holes of the honeycomb structure 3, before the cement mortar is initially set, the clear cement is trowelled above the cement mortar. The method comprises the following steps: mixing clean domestic water and cement uniformly according to the mixing ratio of 1:1, uniformly splashing the mixed cement slurry on a cement mortar layer, and repairing and leveling by using a mortar knife to form a clean cement layer 6.
Step three: the tiles were checked for defects and defect-free tiles were applied one by one over the honeycomb 3.
When the ceramic tile is checked to be defective, the surface and the patterns of the ceramic tile are checked to ensure that the ceramic tile has no obvious defects such as color deficiency, broken lines, dislocation, corner deficiency, cracks and the like; checking the size of the ceramic tile to ensure that no length, width, height and plane flatness meet the requirements; paving and pasting tiles one by one from the wall surface by taking the horizontal marking line of the tiles on the wall surface as a reference, flatly placing the tiles on the clean cement layer 6, knocking with a leather hammer to visually measure and level, and then finely adjusting the tiles to be level by means of a level ruler; turning the ceramic tile, if the clean cement layer 6 has a leak, then repairing the clean cement layer 6, then putting the ceramic tile back on the clean cement layer 6 after repairing, checking the flatness by using a horizontal ruler, and if the ceramic tile is still flat, finishing the leveling of the cement sand layer, and finishing the trial laying of the ceramic tile.
Wherein, after checking whether the ceramic tile is defective, the ceramic tile glue is smeared on the back of the ceramic tile without defects. The tile glue is suitable for covering tiles with back checks, and the mixing proportion is as follows: 1 part of water: 4 parts of dry powder.
When paving and pasting the ceramic tile, the ceramic tile coated with the ceramic tile glue is lightly put on the purified cement layer 6 by using the sucking disc, then the flatness is adjusted, and the subsequent ceramic tiles are paved and pasted in sequence by taking the first paved ceramic tile as a standard so as to form a ceramic tile array layer. The width of the gap between any two adjacent ceramic tiles is less than or equal to 0.5 mm.
To sum up, the embodiments of the present invention provide a tile paving structure for reducing cement thermal expansion stress, which can prevent the problem of tile jumping and arching while realizing close-seam paving, and improve the decoration quality, and also provide a paving method of a tile paving structure for reducing cement thermal expansion stress, so as to adapt to the tile paving structure for reducing cement thermal expansion stress of the embodiments of the present invention.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various modifications and substitutions can be made without departing from the technical principle of the present invention, and these modifications and substitutions should also be regarded as the protection scope of the present invention.
Claims (10)
1. The utility model provides a reduce ceramic tile of cement thermal expansion stress and spread structure, its characterized in that, includes the ceramic tile layer, spreads and pastes plane and honeycomb, honeycomb set up in spread and paste on the plane, the lower shed setting about honeycomb's the hole, fill cement mortar in honeycomb's the hole, the bottom on ceramic tile layer set up in honeycomb's top, the ceramic tile layer includes a plurality of ceramic tiles, arbitrary adjacent two gap width between the ceramic tile is less than or equal to 0.5 mm.
2. A tile-laying structure for reducing the thermal expansion stress of cement according to claim 1, further comprising a plurality of foam particles, said foam particles being disposed within said cement mortar.
3. A tile-laying structure for reducing the thermal expansion stress of cement according to claim 1, further comprising an adhesive layer, said honeycomb structure being disposed on said laying plane through said adhesive layer.
4. A tile-laying structure for reducing the thermal expansion stress of cement according to claim 1, further comprising a layer of clean cement, said layer of tiles being disposed on top of said honeycomb structure by said layer of clean cement.
5. The tile placement structure for reducing thermal expansion stress of cement of claim 4, further comprising a tile glue layer, wherein said tile layer is disposed on said net cement layer through said tile glue layer.
6. A tile paving structure paving method for reducing cement thermal expansion stress is characterized by comprising the following steps:
the method comprises the following steps: checking whether the paving and pasting plane has hollowing or not, and knocking out the hollowing; sealing a slurry filling area, a crack area and a water seepage area of the paving plane; cleaning the paving plane;
step two: arranging a honeycomb structure on the paving plane, and filling cement mortar into holes of the honeycomb structure, wherein the filling height of the cement mortar is 1-2mm lower than the top ends of the holes of the honeycomb structure;
step three: and checking whether the ceramic tiles are defective or not, and paving the defect-free ceramic tiles above the honeycomb structure one by one.
7. A method of laying a tile laying structure with reduced cement thermal expansion stresses as defined in claim 6, wherein said first step further comprises: and after cleaning the paving plane, brushing the adhesive on the paving plane.
8. A method of laying a tile laying structure with reduced cement thermal expansion stresses as defined in claim 6, wherein said second step further comprises: before the cement mortar is filled in the holes of the honeycomb structure, foam particles are mixed with the cement mortar.
9. A method of laying a tile laying structure with reduced cement thermal expansion stresses as defined in claim 6, wherein said second step further comprises: after the cement mortar is filled in the holes of the honeycomb structure, and before the initial setting of the cement mortar, water purification mud is trowelled above the cement mortar.
10. A method of laying a tile laying structure with reduced cement thermal expansion stresses as defined in claim 9, wherein said step three further comprises: after checking whether the tile is defective, the tile glue is applied to the back of the defect-free tile.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010818847.6A CN111962805A (en) | 2020-08-14 | 2020-08-14 | Ceramic tile paving structure for reducing cement thermal expansion stress and paving method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010818847.6A CN111962805A (en) | 2020-08-14 | 2020-08-14 | Ceramic tile paving structure for reducing cement thermal expansion stress and paving method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482279A (en) * | 2021-07-13 | 2021-10-08 | 广东包清贴装饰工程有限公司 | Large-scale rock plate paving process |
| CN113931408A (en) * | 2021-11-05 | 2022-01-14 | 北京市燕通建筑构件有限公司 | Integrated ground system and construction method thereof |
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| NL9301538A (en) * | 1993-09-06 | 1995-04-03 | Descol Kunststof Chem Bv | Method for laying a sports floor and sports floor obtained with that method. |
| JP2010156194A (en) * | 2008-12-02 | 2010-07-15 | Sk Kaken Co Ltd | Double-floor structure and method for constructing the same |
| CN204662876U (en) * | 2015-05-20 | 2015-09-23 | 常州汇飞金属科技有限公司 | Honeycomb type raised flooring system |
| CN108222363A (en) * | 2017-09-30 | 2018-06-29 | 吴华军 | A kind of honeycomb core combined wall board and preparation method thereof |
| CN109736539A (en) * | 2019-01-21 | 2019-05-10 | 清远市简一陶瓷有限公司 | Ceramic tile close joint paving ground structure and laying method |
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2020
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| Publication number | Priority date | Publication date | Assignee | Title |
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| NL9301538A (en) * | 1993-09-06 | 1995-04-03 | Descol Kunststof Chem Bv | Method for laying a sports floor and sports floor obtained with that method. |
| JP2010156194A (en) * | 2008-12-02 | 2010-07-15 | Sk Kaken Co Ltd | Double-floor structure and method for constructing the same |
| CN204662876U (en) * | 2015-05-20 | 2015-09-23 | 常州汇飞金属科技有限公司 | Honeycomb type raised flooring system |
| CN108222363A (en) * | 2017-09-30 | 2018-06-29 | 吴华军 | A kind of honeycomb core combined wall board and preparation method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482279A (en) * | 2021-07-13 | 2021-10-08 | 广东包清贴装饰工程有限公司 | Large-scale rock plate paving process |
| CN113931408A (en) * | 2021-11-05 | 2022-01-14 | 北京市燕通建筑构件有限公司 | Integrated ground system and construction method thereof |
| CN113931408B (en) * | 2021-11-05 | 2023-01-03 | 北京市燕通建筑构件有限公司 | Integrated ground system and construction method thereof |
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Application publication date: 20201120 |