CN205224534U - Cement is from levelling - Google Patents
Cement is from levelling Download PDFInfo
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- CN205224534U CN205224534U CN201521056491.8U CN201521056491U CN205224534U CN 205224534 U CN205224534 U CN 205224534U CN 201521056491 U CN201521056491 U CN 201521056491U CN 205224534 U CN205224534 U CN 205224534U
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Abstract
The utility model belongs to the technical field of the terrace, detailed design ground cement is from levelling, concrete technical scheme does: cement is from levelling, including the concrete layer who arranges the bottom in, graded gravel layer has been laid in proper order at concrete layer's top, ground damp -proof paint layer, from the levelling cement layer, epoxy shallow layer and skid resistant course, concrete layer includes upper roller compacted concrete and the roller compacted concrete of lower floor, the multirow recess has been arranged to the in bank at the roller compacted concrete's of lower floor top, the mortar layer has been laid between upper strata roller compacted concrete and the roller compacted concrete of lower floor, formation is applied paint with a brush by benzene vinyl acrylic copolymer emulsion in the dampproofing priming paint layer in ground, apply paint with a brush inside the substrate can furthest be permeated to wherein the active factor behind the substrate, thereby the adhesion strength between reinforced materials. The utility model discloses structural strength is high, and anti -skidding wear resistance is good, and long service life is a brand -new cement is from levelling, can extensively popularize and apply.
Description
Technical field
The utility model belongs to terrace technical field, a kind of ground cement Self-leveling of specific design.
Background technology
Terrace is the general designation on various ground, refers to by some particular tool, material in conjunction with corresponding construction technology, finally make ground present certain decorative effect and special function.As epoxy self-leveling floor, diamond dust abrasion-proof terrace, ultra-flat terrace, epoxy terrazzo concrete terrace, epoxy color sand terrace, epoxy antistatic floor, the anti-skidding terrace of epoxy, polyurea anti-corrosion terrace, ramp, garage terrace, polyurethane floor, motion court PU terrace, concrete dense curing agent etc.; Terrace enters China and has been widely applied to each large field over 10 years.Terrace is applicable to some for the higher place of health conditions requiring such as hospital ground, food products factory's mill floor, pharmaceutical factory's mill floor, laboratory building ground, machine room ground etc.; Require the anti-impact anticorrosive wear-resisting ground of pressure such as underground parking, factory's storehouse (crossing fork truck region) etc.
The basal plane of epoxide terrace is generally cement mortar, and intensity and planeness are difficult to reach requirement, easily produces cracking, plays the shortcomings such as powder, thus epoxy self-leveling hollowing is peeled off.Not only affect the attractive in appearance of platform, also make the impermeability of platform, crushing resistance decline, lose water-proof function, destroy platform structure, shorten the application life of platform.
Utility model content
For solving the technical problem that prior art exists, the utility model provides a kind of brand-new cement self-leveling, anti-skid wearable, and structural strength is high, long service life.
For achieving the above object, the technical scheme that the utility model adopts is: cement self-leveling, comprise the layer of concrete being placed in bottom, the top of layer of concrete is equipped with graded broken stone layer, damp proofing of ground enamelled coating, self-leveling mud layer, epoxy thin coating layer and skid resistant course successively.
Layer of concrete comprises upper strata roller compacted concrete and lower floor's roller compacted concrete, in a row be furnished with at the top of lower floor's roller compacted concrete and arrange groove more, screed is equipped with between upper strata roller compacted concrete and lower floor's roller compacted concrete, the thickness of upper strata roller compacted concrete is 10-15mm, the thickness of screed is 5-10mm, and the thickness of upper strata roller compacted concrete is 10-15mm.Concrete adopts that vibration is convex forms groove at Roller Compacted Concrete Dam layer surfaces, upper strata roller compacted concrete is combined with lower floor roller compacted concrete interlocking tooth, improves friction factor and the cohesion of aspect, improve the Against Sliding Stability performance of layer of concrete.Because upper strata roller compacted concrete is combined by groove preferably with lower floor roller compacted concrete, structural strength is high, saves a large amount of man power and materials.
Damp proofing of ground prime coat is formed by the brushing of styrene acrylic copolymer emulsion, and the active factors brushed after base material wherein can farthest penetrate into base material inside, thus the adhesion strength between reinforcing material.Dry damp proofing of ground priming paint effectively can stop the impact of bubble on self-leveling material of base material, in order to avoid cause the pin hole on gravity flowing levelling mortar surface, product is water-based material, nontoxic, to most of base material as concrete, cement mortar have very strong adhesion stress.Have good wettability, gravity flowing levelling mortar flow leveling can be made better, and the basal plane planeness after solidifying is higher, has good water resistance, all has excellent cementitiousness to moist and dry base material.The thickness of damp proofing of ground enamelled coating is 8-12mm.
Wherein, as preferably, the thickness of self-leveling mud layer is 15-20mm.
Wherein, as preferably, the thickness of epoxy thin coating layer is 10-15mm.
Wherein, as preferably, the thickness of skid resistant course is 15-25mm, and surface anti-skidding of the present utility model is wear-resisting, long service life.
Wherein, skid resistant course comprises basic unit, the upper surface of basic unit is closely compounded with seal coat layer, floating coat, epoxide terrace finishing coat, epoxy wear-resistant surface enamelled coating and the anti-slip bone bed of material successively, overall wear resistance can be high, and make it have safeguard function, thus be applicable to water, have oil environment or ramp place.
Wherein, as preferably, the thickness of basic unit is 3-5mm, and the thickness of seal coat layer is 3-5mm, and the thickness of epoxide terrace finishing coat is 3-5mm, and the thickness of epoxy wear-resistant surface enamelled coating is 3-5mm, and the thickness of the anti-slip bone bed of material is 3-5mm.
Wherein, in graded broken stone layer, the particle diameter of rock ballast is 0.5-2.5mm, and the particle diameter of rubble is 0.3-0.5mm, and the volume ratio of rock ballast and rubble is 1:1-1:3, is filled with fine sand between rock ballast and rubble, and filling out after paving completes, graded broken stone layer can not arbitrary deformation.
The utility model structural strength is high, and anti-skid wearable performance is good, long service life, is a kind of brand-new cement self-leveling, can wide popularization and application.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of layer of concrete.
Fig. 3 is the structural representation of skid resistant course in Fig. 1.
In figure, 1 is layer of concrete, and 2 is graded broken stone layer, 3 is damp proofing of ground enamelled coating, and 4 is self-leveling mud layer, and 5 is epoxy thin coating layer, 6 is skid resistant course, and 11 is upper strata roller compacted concrete, and 12 is lower floor's roller compacted concrete, 13 is groove, and 14 is screed, and 61 is basic unit, 62 is seal coat layer, and 63 is floating coat, and 64 is epoxide terrace finishing coat, 65 is epoxy wear-resistant surface enamelled coating, and 66 is the anti-slip bone bed of material.
Detailed description of the invention
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Embodiment one
As shown in Figure 1, Figure 2 and Figure 3, cement self-leveling, comprises the layer of concrete 1 being placed in bottom, and the top of layer of concrete 1 is equipped with graded broken stone layer 2, damp proofing of ground enamelled coating 3, self-leveling mud layer 4, epoxy thin coating layer 5 and skid resistant course 6 successively.
Layer of concrete 1 comprises upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, many row's grooves 13 are in a row furnished with at the top of lower floor's roller compacted concrete 12, screed 14 is equipped with between upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, the thickness of upper strata roller compacted concrete 11 is 10mm, the thickness of screed 14 is 5mm, and the thickness of upper strata roller compacted concrete 11 is 10mm.Concrete adopts that vibration is convex forms groove 13 grinding coagulation soil layer 1, upper strata roller compacted concrete 11 is combined with lower floor roller compacted concrete 12 interlocking tooth, improves friction factor and the cohesion of aspect, improve the Against Sliding Stability performance of layer of concrete 1.Because upper strata roller compacted concrete 11 is combined by groove 13 preferably with lower floor roller compacted concrete 12, structural strength is high, saves a large amount of man power and materials.
Damp proofing of ground prime coat is formed by the brushing of styrene acrylic copolymer emulsion, and the active factors brushed after base material wherein can farthest penetrate into base material inside, thus the adhesion strength between reinforcing material.Dry damp proofing of ground priming paint effectively can stop the impact of bubble on self-leveling material of base material, in order to avoid cause the pin hole on gravity flowing levelling mortar surface, product is water-based material, nontoxic, to most of base material as concrete, cement mortar have very strong adhesion stress.Have good wettability, gravity flowing levelling mortar flow leveling can be made better, and the basal plane planeness after solidifying is higher, has good water resistance, all has excellent cementitiousness to moist and dry base material.The thickness of damp proofing of ground enamelled coating 3 is 8mm.
Wherein, as preferably, the thickness of self-leveling mud layer 4 is 15mm.
Wherein, as preferably, the thickness of epoxy thin coating layer 5 is 10mm.
Wherein, as preferably, the thickness of skid resistant course 6 is 15mm, and surface anti-skidding of the present utility model is wear-resisting, long service life.
Wherein, skid resistant course 6 comprises basic unit 61, the upper surface of basic unit 61 is closely compounded with seal coat layer 62, floating coat 63, epoxide terrace finishing coat 64, epoxy wear-resistant surface enamelled coating 65 and the anti-slip bone bed of material 66 successively, overall wear resistance can be high, and make it have safeguard function, thus be applicable to water, have oil environment or ramp place.
Wherein, as preferably, the thickness of basic unit 61 is 3mm, and the thickness of seal coat layer 62 is 3mm, and the thickness of epoxide terrace finishing coat 64 is 3mm, and the thickness of epoxy wear-resistant surface enamelled coating 65 is 3mm, and the thickness of the anti-slip bone bed of material 66 is 3mm.
Wherein, in graded broken stone layer 2, the particle diameter of rock ballast is 0.5mm, and the particle diameter of rubble is 0.3mm, and the volume ratio of rock ballast and rubble is 1:1, is filled with fine sand between rock ballast and rubble, and filling out after paving completes, graded broken stone layer 2 can not arbitrary deformation.
The utility model structural strength is high, and anti-skid wearable performance is good, long service life, is a kind of brand-new cement self-leveling, can wide popularization and application.
Embodiment two
Cement self-leveling, comprises the layer of concrete 1 being placed in bottom, and the top of layer of concrete 1 is equipped with graded broken stone layer 2, damp proofing of ground enamelled coating 3, self-leveling mud layer 4, epoxy thin coating layer 5 and skid resistant course 6 successively.
Layer of concrete 1 comprises upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, many row's grooves 13 are in a row furnished with at the top of lower floor's roller compacted concrete 12, screed 14 is equipped with between upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, the thickness of upper strata roller compacted concrete 11 is 15mm, the thickness of screed 14 is 10mm, and the thickness of upper strata roller compacted concrete 11 is 15mm.Concrete adopts that vibration is convex forms groove 13 grinding coagulation soil layer 1, upper strata roller compacted concrete 11 is combined with lower floor roller compacted concrete 12 interlocking tooth, improves friction factor and the cohesion of aspect, improve the Against Sliding Stability performance of layer of concrete 1.Because upper strata roller compacted concrete 11 is combined by groove 13 preferably with lower floor roller compacted concrete 12, structural strength is high, saves a large amount of man power and materials.
Damp proofing of ground prime coat is formed by the brushing of styrene acrylic copolymer emulsion, and the active factors brushed after base material wherein can farthest penetrate into base material inside, thus the adhesion strength between reinforcing material.Dry damp proofing of ground priming paint effectively can stop the impact of bubble on self-leveling material of base material, in order to avoid cause the pin hole on gravity flowing levelling mortar surface, product is water-based material, nontoxic, to most of base material as concrete, cement mortar have very strong adhesion stress.Have good wettability, gravity flowing levelling mortar flow leveling can be made better, and the basal plane planeness after solidifying is higher, has good water resistance, all has excellent cementitiousness to moist and dry base material.The thickness of damp proofing of ground enamelled coating 3 is 12mm.
Wherein, as preferably, the thickness of self-leveling mud layer 4 is 20mm.
Wherein, as preferably, the thickness of epoxy thin coating layer 5 is 15mm.
Wherein, as preferably, the thickness of skid resistant course 6 is 25mm, and surface anti-skidding of the present utility model is wear-resisting, long service life.
Wherein, skid resistant course 6 comprises basic unit 61, the upper surface of basic unit 61 is closely compounded with seal coat layer 62, floating coat 63, epoxide terrace finishing coat 64, epoxy wear-resistant surface enamelled coating 65 and the anti-slip bone bed of material 66 successively, overall wear resistance can be high, and make it have safeguard function, thus be applicable to water, have oil environment or ramp place.
Wherein, as preferably, the thickness of basic unit 61 is 5mm, and the thickness of seal coat layer 62 is 5mm, and the thickness of epoxide terrace finishing coat 64 is 5mm, and the thickness of epoxy wear-resistant surface enamelled coating 65 is 5mm, and the thickness of the anti-slip bone bed of material 66 is 5mm.
Wherein, in graded broken stone layer 2, the particle diameter of rock ballast is 2.5mm, and the particle diameter of rubble is 0.5mm, and the volume ratio of rock ballast and rubble is 1:3, is filled with fine sand between rock ballast and rubble, and filling out after paving completes, graded broken stone layer 2 can not arbitrary deformation.
Embodiment three
Cement self-leveling, comprises the layer of concrete 1 being placed in bottom, and the top of layer of concrete 1 is equipped with graded broken stone layer 2, damp proofing of ground enamelled coating 3, self-leveling mud layer 4, epoxy thin coating layer 5 and skid resistant course 6 successively.
Layer of concrete 1 comprises upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, many row's grooves 13 are in a row furnished with at the top of lower floor's roller compacted concrete 12, screed 14 is equipped with between upper strata roller compacted concrete 11 and lower floor's roller compacted concrete 12, the thickness of upper strata roller compacted concrete 11 is 12mm, the thickness of screed 14 is 8mm, and the thickness of upper strata roller compacted concrete 11 is 13mm.Concrete adopts that vibration is convex forms groove 13 grinding coagulation soil layer 1, upper strata roller compacted concrete 11 is combined with lower floor roller compacted concrete 12 interlocking tooth, improves friction factor and the cohesion of aspect, improve the Against Sliding Stability performance of layer of concrete 1.Because upper strata roller compacted concrete 11 is combined by groove 13 preferably with lower floor roller compacted concrete 12, structural strength is high, saves a large amount of man power and materials.
Damp proofing of ground prime coat is formed by the brushing of styrene acrylic copolymer emulsion, and the active factors brushed after base material wherein can farthest penetrate into base material inside, thus the adhesion strength between reinforcing material.Dry damp proofing of ground priming paint effectively can stop the impact of bubble on self-leveling material of base material, in order to avoid cause the pin hole on gravity flowing levelling mortar surface, product is water-based material, nontoxic, to most of base material as concrete, cement mortar have very strong adhesion stress.Have good wettability, gravity flowing levelling mortar flow leveling can be made better, and the basal plane planeness after solidifying is higher, has good water resistance, all has excellent cementitiousness to moist and dry base material.The thickness of damp proofing of ground enamelled coating 3 is 10mm.
Wherein, as preferably, the thickness of self-leveling mud layer 4 is 18mm.
Wherein, as preferably, the thickness of epoxy thin coating layer 5 is 13mm.
Wherein, as preferably, the thickness of skid resistant course 6 is 20mm, and surface anti-skidding of the present utility model is wear-resisting, long service life.
Wherein, skid resistant course 6 comprises basic unit 61, the upper surface of basic unit 61 is closely compounded with seal coat layer 62, floating coat 63, epoxide terrace finishing coat 64, epoxy wear-resistant surface enamelled coating 65 and the anti-slip bone bed of material 66 successively, overall wear resistance can be high, and make it have safeguard function, thus be applicable to water, have oil environment or ramp place.
Wherein, as preferably, the thickness of basic unit 61 is 4mm, and the thickness of seal coat layer 62 is 4mm, and the thickness of epoxide terrace finishing coat 64 is 4mm, and the thickness of epoxy wear-resistant surface enamelled coating 65 is 4mm, and the thickness of the anti-slip bone bed of material 66 is 4mm.
Wherein, in graded broken stone layer 2, the particle diameter of rock ballast is 1.5mm, and the particle diameter of rubble is 0.4mm, and the volume ratio of rock ballast and rubble is 1:2, is filled with fine sand between rock ballast and rubble, and filling out after paving completes, graded broken stone layer 2 can not arbitrary deformation.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should wrap within the scope of the utility model.
Claims (3)
1. cement self-leveling, it is characterized in that, comprise the layer of concrete (1) being placed in bottom, the top of described layer of concrete (1) is equipped with graded broken stone layer (2), damp proofing of ground enamelled coating (3), self-leveling mud layer (4), epoxy thin coating layer (5) and skid resistant course (6) successively;
Described layer of concrete (1) comprises upper strata roller compacted concrete (11) and lower floor's roller compacted concrete (12), in a row be furnished with at the top of lower floor's roller compacted concrete (12) and arrange groove (13) more, screed (14) is equipped with between upper strata roller compacted concrete (11) and lower floor's roller compacted concrete (12), the thickness on described upper strata roller compacted concrete (11) is 10-15mm, the thickness of screed (14) is 5-10mm, and the thickness of upper strata roller compacted concrete (11) is 10-15mm;
The thickness of described damp proofing of ground enamelled coating (3) is 8-12mm;
The thickness of described self-leveling mud layer (4) is 15-20mm;
The thickness of described epoxy thin coating layer (5) is 10-15mm;
The thickness of described skid resistant course (6) is 15-25mm.
2. cement self-leveling according to claim 1, it is characterized in that, described skid resistant course (6) comprises basic unit (61), and the upper surface of basic unit (61) is closely compounded with seal coat layer (62), floating coat (63), epoxide terrace finishing coat (64), epoxy wear-resistant surface enamelled coating (65) and the anti-slip bone bed of material (66) successively;
The thickness of described basic unit (61) is 3-5mm, and the thickness of seal coat layer (62) is 3-5mm, and the thickness of epoxide terrace finishing coat (64) is 3-5mm, and the thickness of epoxy wear-resistant surface enamelled coating (65) is 3-5mm, and the thickness of the anti-slip bone bed of material (66) is 3-5mm.
3. cement self-leveling according to claim 2, is characterized in that, in described graded broken stone layer (2), the particle diameter of rock ballast is 0.5-2.5mm, and the particle diameter of rubble is 0.3-0.5mm, and the volume ratio of rock ballast and rubble is 1:1-1:3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521056491.8U CN205224534U (en) | 2015-12-17 | 2015-12-17 | Cement is from levelling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521056491.8U CN205224534U (en) | 2015-12-17 | 2015-12-17 | Cement is from levelling |
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| Publication Number | Publication Date |
|---|---|
| CN205224534U true CN205224534U (en) | 2016-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521056491.8U Expired - Fee Related CN205224534U (en) | 2015-12-17 | 2015-12-17 | Cement is from levelling |
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| CN (1) | CN205224534U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114351978A (en) * | 2022-01-24 | 2022-04-15 | 深圳市佳大发实业有限公司 | Avoid foamy super wear-resisting environment-friendly epoxy terrace structure |
-
2015
- 2015-12-17 CN CN201521056491.8U patent/CN205224534U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114351978A (en) * | 2022-01-24 | 2022-04-15 | 深圳市佳大发实业有限公司 | Avoid foamy super wear-resisting environment-friendly epoxy terrace structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160511 Termination date: 20171217 |
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| CF01 | Termination of patent right due to non-payment of annual fee |