CN110952752A - Method for paving anti-cracking, anti-sanding and wear-resistant ground - Google Patents
Method for paving anti-cracking, anti-sanding and wear-resistant ground Download PDFInfo
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- CN110952752A CN110952752A CN201911149665.8A CN201911149665A CN110952752A CN 110952752 A CN110952752 A CN 110952752A CN 201911149665 A CN201911149665 A CN 201911149665A CN 110952752 A CN110952752 A CN 110952752A
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- Prior art keywords
- paving
- concrete
- wear
- sanding
- resistant
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000005336 cracking Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 238000003892 spreading Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 239000007788 liquid Substances 0.000 claims abstract description 9
- 238000011282 treatment Methods 0.000 claims abstract description 7
- 238000005406 washing Methods 0.000 claims abstract description 6
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 238000004140 cleaning Methods 0.000 claims abstract description 4
- 239000011248 coating agent Substances 0.000 claims abstract description 4
- 238000000576 coating method Methods 0.000 claims abstract description 4
- 238000012423 maintenance Methods 0.000 claims description 4
- 238000001035 drying Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 238000004901 spalling Methods 0.000 claims 4
- 238000005299 abrasion Methods 0.000 claims 3
- 239000000758 substrate Substances 0.000 claims 2
- 238000005498 polishing Methods 0.000 claims 1
- 239000010410 layer Substances 0.000 description 13
- 239000002002 slurry Substances 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000001680 brushing effect Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 230000008020 evaporation Effects 0.000 description 2
- 238000011418 maintenance treatment Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000003306 harvesting Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a method for paving an anti-cracking, anti-sanding and wear-resistant ground, which comprises the following steps: s1, cleaning sundries on the base layer, and washing the surface of the base layer with water, wherein the sundries comprise ash skins and mortar; s2, arranging a plurality of separating strips on a base layer in a criss-cross mode, wherein the separating strips surround a plurality of covering areas, and the covering areas form a net-shaped structure; s3, paving a steel bar net in each paving area; s4, pouring concrete in each paving area; s5, removing the laitance on the surface of the concrete, and spreading a preset amount of wear-resistant aggregate on the surface of the concrete; s6, performing light collection treatment on the surface of the concrete; and S7, coating the curing liquid on the surface of the concrete. According to the invention, the base layer is divided into grids with uniform sizes by the separating strips, the steel bar mesh is placed, and the separating strips play a role of expansion joints, so that ground cracking and crazing can be effectively avoided.
Description
Technical Field
The invention relates to the technical field of concrete bottom surfaces, in particular to a method for paving an anti-cracking, anti-sanding and wear-resistant ground.
Background
With the accelerated economic development process of China, small mini-garden type plants appear on the land of China like bamboo shoots in spring after rain, more functional requirements are needed for the ground in the construction process of the plants, the traditional functional ground is basically a single functional ground, and the surface is easy to sand, crack and short in service life after the traditional functional ground is used for a period of time.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention provides a method for paving an anti-cracking, anti-sanding and wear-resistant ground, which is used for solving the problems that the surface of the existing ground is easy to sand, has cracks and is short in service life after being used for a period of time.
The technical scheme adopted by the invention for solving the technical problems is as follows:
a method for paving an anti-cracking, anti-sanding and wear-resistant ground is characterized by comprising the following steps:
s1, cleaning sundries on the base layer, and washing the surface of the base layer with water, wherein the sundries comprise ash skins and mortar;
s2, arranging a plurality of separating strips on a base layer in a criss-cross mode, wherein the separating strips surround a plurality of covering areas, and the covering areas form a net-shaped structure;
s3, paving a steel bar net in each paving area;
s4, pouring concrete in each paving area;
s5, removing the laitance on the surface of the concrete, and spreading a preset amount of wear-resistant aggregate on the surface of the concrete;
s6, performing light collection treatment on the surface of the concrete;
and S7, coating the curing liquid on the surface of the concrete.
Preferably, in S1, after rinsing the surface of the base layer with water, the accumulated water on the surface of the base layer is removed.
Preferably, S2 is performed the day before S4.
Preferably, in S2, the enclosed paved area is uniform in size.
Preferably, the steel bar cloth net comprises a plurality of steel bars which are crisscrossed.
Preferably, in S4, when the concrete is poured in the paved area, the upper surface of the concrete is made flush with the upper surface of the partition plate.
Preferably, in S5, the spreading of the predetermined amount of the wear-resistant aggregate is divided into two times, and the weight of the first spreading of the wear-resistant aggregate is twice as large as the weight of the second spreading of the wear-resistant aggregate.
Preferably, in S7, after the light-harvesting treatment is completed, the curing liquid is applied by brushing after natural drying for one hour.
According to the invention, the base layer is divided into grids with uniform sizes by the separating strips, the steel bar mesh is placed, and the separating strips play a role of expansion joints, so that ground cracking and crazing can be effectively avoided.
Drawings
FIG. 1 is a schematic view showing a process for covering the floor in the embodiment.
Fig. 2 is a schematic structural view of the ground in the embodiment.
Detailed Description
The following are specific embodiments of the present invention and are further described with reference to the drawings, but the present invention is not limited to these embodiments.
Referring to fig. 1-2, the invention discloses a method for paving an anti-cracking, anti-sanding and wear-resistant ground, which comprises the following steps:
s1, cleaning sundries on the base layer 100, and washing the surface of the base layer 100 with water, wherein the sundries comprise ash and mortar; the plaster and mortar are understood to mean adhesives which are cleaned, in particular by kicking off with a drill.
S2, arranging a plurality of separating strips 300 on a base layer 100 in a criss-cross mode, wherein the separating strips 300 enclose a plurality of covering areas 200, and the covering areas 200 form a net-shaped structure;
s3, paving a steel bar net in each paving area 200; the specification of the reinforcing steel bar distribution net is phi 4@600, and the reinforcing steel bar distribution net with the specification shows that: the diameter of the steel bars 210 adopted in the steel bar netting is 4mm, and the interval between the steel bars 210 is 600 mm.
S4, pouring concrete in each of the paved areas 200; when concrete is poured, the concrete is compacted, namely a flat plate vibrator is used for compacting, the concrete is applied to the low-lying part for leveling, and the surface layer (upper surface) is ensured to be firmly combined with the base layer 100. The surface of the surface layer is stricken off by a scraping bar and is compacted and ground by a wooden trowel twice.
And S5, removing the floating slurry on the surface of the concrete, wherein the floating slurry on the surface of the concrete is basically not sunk on people and equipment when the initial setting of the concrete after the concrete is placed into a mold and leveled, and the floating slurry on the surface of the concrete is uniformly damaged by a troweling machine with a disc. And then, spreading a preset amount of wear-resistant aggregate on the surface of the concrete.
S6, performing light collection treatment on the surface of the concrete; the light receiving machine is manually operated, and the operation is carried out in the longitudinal and transverse directions, and the angle of the blade and the finishing pressure are gradually increased from rough finishing to fine finishing. And manually smoothing and finishing the parts of the edges, corners and the like which cannot be constructed by machines.
S7, brushing the curing liquid on the surface of the concrete; the maintenance treatment is carried out by adopting the professional terrace maintenance liquid, so that the dramatic evaporation of the water on the surface of the terrace can be prevented, and the stable enhancement of the strength of the wear-resistant terrace is ensured.
In S1, after washing the surface of the base layer 100 with water, the accumulated water on the surface of the base layer 100 is removed.
S2 was performed the day before S4.
The size of the covering area 200 surrounded by the separating strips 300 is consistent, so that the stress of each separating strip 300 is more uniform, and the integral stability and the attractiveness of the ground are improved.
The steel bar netting comprises a plurality of steel bars 210 which are crisscrossed. The steel mesh is laid in the cover area 200 to improve the toughness and the strength of the bottom surface.
In S4, when concrete is poured into the floor area 200, the upper surface of the concrete is flush with the upper surface of the partition plate, so that the entire bottom surface looks as a whole, thereby improving the appearance.
In S5, the spreading of the predetermined amount of the wear-resistant aggregate is divided into two times, and the weight of the first spreading of the wear-resistant aggregate is twice the weight of the second spreading of the wear-resistant aggregate. The aggregates are scattered twice, so that the uniformity of scattering is improved, and the problem that the aggregates are missed in partial areas due to the fact that the aggregates are scattered once is solved.
And S7, after finishing the light collecting treatment, naturally drying for one hour, coating the maintenance liquid, and performing maintenance treatment by using the special floor maintenance liquid, so that the dramatic evaporation of the water on the surface of the special floor can be prevented, and the stable enhancement of the strength of the wear-resistant floor can be ensured.
According to the invention, the base layer is divided into grids with uniform sizes by the separating strips, the steel bar mesh is placed, and the separating strips play a role of expansion joints, so that ground cracking and crazing can be effectively avoided.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications or additions may be made to the described embodiments or alternatives may be employed by those skilled in the art without departing from the spirit or ambit of the invention as defined in the appended claims.
Claims (8)
1. A method for paving an anti-cracking, anti-sanding and wear-resistant ground is characterized by comprising the following steps:
s1, cleaning sundries on the base layer, and washing the surface of the base layer with water, wherein the sundries comprise ash skins and mortar;
s2, arranging a plurality of separating strips on a base layer in a criss-cross mode, wherein the separating strips surround a plurality of covering areas, and the covering areas form a net-shaped structure;
s3, paving a steel bar net in each paving area;
s4, pouring concrete in each paving area;
s5, removing the laitance on the surface of the concrete, and spreading a preset amount of wear-resistant aggregate on the surface of the concrete;
s6, performing light collection treatment on the surface of the concrete;
and S7, coating the curing liquid on the surface of the concrete.
2. A method of paving an anti-spalling, anti-sanding and abrasion resistant floor as claimed in claim 1 wherein in S1, after washing the surface of the substrate with water, the accumulated water on the surface of the substrate is removed.
3. A method of laying an anti-spalling, anti-sanding and abrasion resistant floor as in claim 1, wherein S2 is performed the day before S4.
4. A method as claimed in claim 1, wherein in S2, the enclosed area is uniform in size.
5. A method of laying an anti-spalling, anti-sanding and abrasion resistant floor as in claim 1, wherein the mesh of rebar cloth comprises a plurality of rebars that are criss-cross.
6. A method of paving an anti-spalling, anti-sanding and wear resistant floor as claimed in claim 5 wherein in S4 the concrete is poured in the area of the paving such that the upper surface of the concrete is level with the upper surface of the divider plate.
7. A method for paving an anti-cracking, anti-sanding and wear-resistant floor as claimed in claim 1, wherein the spreading of the predetermined amount of the wear-resistant aggregate is divided into two times at S5, and the weight of the first spreading of the wear-resistant aggregate is twice as much as the weight of the second spreading of the wear-resistant aggregate.
8. A method for paving an anti-cracking, anti-sanding and wear-resistant floor as claimed in any one of claims 1 to 7, wherein the maintenance liquid is applied after the finishing of the polishing treatment and the natural drying for one hour in S7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911149665.8A CN110952752A (en) | 2019-11-21 | 2019-11-21 | Method for paving anti-cracking, anti-sanding and wear-resistant ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911149665.8A CN110952752A (en) | 2019-11-21 | 2019-11-21 | Method for paving anti-cracking, anti-sanding and wear-resistant ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110952752A true CN110952752A (en) | 2020-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911149665.8A Pending CN110952752A (en) | 2019-11-21 | 2019-11-21 | Method for paving anti-cracking, anti-sanding and wear-resistant ground |
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| Country | Link |
|---|---|
| CN (1) | CN110952752A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622459A (en) * | 2020-05-25 | 2020-09-04 | 杨华 | High-durability polished concrete floor and construction process thereof |
| CN114382234A (en) * | 2022-01-19 | 2022-04-22 | 中建六局土木工程有限公司 | Construction method of foam concrete roof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114728A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Grid construction method of large area cement wear-resisting floor |
| KR20160029493A (en) * | 2014-09-05 | 2016-03-15 | 오세열 | Floor system of structure and construction method thereof |
| CN106088530A (en) * | 2016-06-29 | 2016-11-09 | 中冶建工集团有限公司 | Large area method for constructing terrace |
| CN205840248U (en) * | 2016-06-18 | 2016-12-28 | 青岛海川建设集团有限公司 | A kind of cast-type concrete abrasion-resistant ground |
| CN107419877A (en) * | 2017-07-29 | 2017-12-01 | 安徽扬子生物科技有限公司 | A kind of construction technology of corrosion-resistant dustproof solidification agent floor |
| CN109235834A (en) * | 2018-09-29 | 2019-01-18 | 中国建筑第四工程局有限公司 | A kind of diamond dust anticracking plays the construction technology of ash |
-
2019
- 2019-11-21 CN CN201911149665.8A patent/CN110952752A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114728A (en) * | 2013-03-04 | 2013-05-22 | 温州建设集团有限公司 | Grid construction method of large area cement wear-resisting floor |
| KR20160029493A (en) * | 2014-09-05 | 2016-03-15 | 오세열 | Floor system of structure and construction method thereof |
| CN205840248U (en) * | 2016-06-18 | 2016-12-28 | 青岛海川建设集团有限公司 | A kind of cast-type concrete abrasion-resistant ground |
| CN106088530A (en) * | 2016-06-29 | 2016-11-09 | 中冶建工集团有限公司 | Large area method for constructing terrace |
| CN107419877A (en) * | 2017-07-29 | 2017-12-01 | 安徽扬子生物科技有限公司 | A kind of construction technology of corrosion-resistant dustproof solidification agent floor |
| CN109235834A (en) * | 2018-09-29 | 2019-01-18 | 中国建筑第四工程局有限公司 | A kind of diamond dust anticracking plays the construction technology of ash |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622459A (en) * | 2020-05-25 | 2020-09-04 | 杨华 | High-durability polished concrete floor and construction process thereof |
| CN114382234A (en) * | 2022-01-19 | 2022-04-22 | 中建六局土木工程有限公司 | Construction method of foam concrete roof |
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Application publication date: 20200403 |