CN111170702A - Concrete surface rapid repairing material and preparation method thereof - Google Patents
Concrete surface rapid repairing material and preparation method thereof Download PDFInfo
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- CN111170702A CN111170702A CN202010066915.8A CN202010066915A CN111170702A CN 111170702 A CN111170702 A CN 111170702A CN 202010066915 A CN202010066915 A CN 202010066915A CN 111170702 A CN111170702 A CN 111170702A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—Aluminous cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/72—Repairing or restoring existing buildings or building materials
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/10—Mortars, concrete or artificial stone characterised by specific physical values for the viscosity
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Chemical Kinetics & Catalysis (AREA)
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention provides a concrete surface rapid repairing material and a preparation method thereof, wherein the concrete surface rapid repairing material comprises the following components in percentage by mass: cement: 40.0% -60.0%; sulphoaluminate cement: 10.0% -20.0%; dihydrate gypsum: 5.0% -12.0%; borax: 0.5 to 0.8 percent; hydroxypropyl methylcellulose ether: 0.0 to 0.05 percent; polycarboxylic acid water reducing agent: 0.1 to 0.3 percent; silica fume: 5.0% -10.0%; microbeads: 2.0% -5.0%; fly ash: 5.0% -15%; and emulsion powder: 1.2 to 3.5 percent. The repairing material for effectively improving the surface quality of the concrete is obtained by the preparation method of the concrete surface rapid repairing material, and technical guarantee is provided for the appearance quality and durability of the concrete member.
Description
Technical Field
The invention relates to the technical field of concrete materials, in particular to a quick repairing material for a concrete surface and a preparation method thereof.
Background
In recent decades, national economy of China has been continuously and rapidly developed, and the infrastructure scale is continuously enlarged. Concrete structures have become the main structural form of building engineering due to the advantages of material saving, quick construction, good durability and the like. However, with the mass application of concrete structures, some of the problems themselves have become increasingly apparent, with the most obvious being the problem of surface defects. Because of the influence of various factors in the construction process, the defects of pitted surfaces, honeycombs and the like appear on the surface of the concrete structure. Although the pitted surface and the honeycomb do not greatly influence the strength of the concrete, the durability of the concrete is influenced by the defects such as the special environment of the structure and the like.
Disclosure of Invention
The invention provides a quick repairing material for a concrete surface and a preparation method thereof, which can obtain a repairing material capable of effectively improving the quality of the concrete surface and provide technical guarantee for the appearance quality and the durability of a concrete member.
The invention provides a concrete surface rapid repair material which comprises the following components in percentage by mass: cement: 40.0% -60.0%; sulphoaluminate cement: 10.0% -20.0%; dihydrate gypsum: 5.0% -12.0%; borax: 0.5 to 0.8 percent; hydroxypropyl methylcellulose ether: 0.0 to 0.05 percent; polycarboxylic acid water reducing agent: 0.1 to 0.3 percent; silica fume: 5.0% -10.0%; microbeads: 2.0% -5.0%; fly ash: 5.0% -15%; and emulsion powder: 1.2 to 3.5 percent.
Preferably, the composition comprises the following components in percentage by mass: cement: 60.0 percent; sulphoaluminate cement: 10.0 percent; dihydrate gypsum: 6.0 percent; borax: 0.5 percent; hydroxypropyl methylcellulose ether: 0.0 percent; polycarboxylic acid water reducing agent: 0.1 percent; silica fume: 5.0 percent; microbeads: 3.0 percent; fly ash: 14 percent; and emulsion powder: 1.4 percent.
Preferably, the composition comprises the following components in percentage by mass: cement: 50.0 percent; sulphoaluminate cement: 15.0 percent; dihydrate gypsum: 9.0 percent; borax: 0.6 percent; hydroxypropyl methylcellulose ether: 0.02 percent; polycarboxylic acid water reducing agent: 0.2 percent; silica fume: 8.0 percent; microbeads: 4.0 percent; fly ash: 10 percent; and emulsion powder: 3.18 percent.
Preferably, the composition comprises the following components in percentage by mass: cement: 54.0 percent; sulphoaluminate cement: 17.0 percent; dihydrate gypsum: 10.0 percent; borax: 0.7 percent; hydroxypropyl methylcellulose ether: 0.03 percent; polycarboxylic acid water reducing agent: 0.27 percent; silica fume: 9.0 percent; microbeads: 2.0 percent; fly ash: 5 percent; and emulsion powder: 2 percent.
Preferably, the composition comprises the following components in percentage by mass: cement: 40.0 percent; sulphoaluminate cement: 20.0 percent; dihydrate gypsum: 12.0 percent; borax: 0.8 percent; hydroxypropyl methylcellulose ether: 0.05 percent; polycarboxylic acid water reducing agent: 0.15 percent; silica fume: 10.0 percent; microbeads: 5.0 percent; fly ash: 9 percent; and emulsion powder: 3 percent.
Preferably, the cement is p.o52.5 cement.
Preferably, the sulphoaluminate cement is sulphoaluminate cement 42.5.
Preferably, the fly ash is ultra fine grade.
Preferably, the latex powder is a redispersible latex powder.
The preparation method of the concrete surface rapid repair material provided by the invention comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
According to the concrete surface rapid repair material and the preparation method thereof provided by the invention, the repair material capable of effectively improving the quality of the concrete surface can be obtained through the preparation method of the concrete surface rapid repair material according to the proportion of the components, the appearance quality of concrete honeycombs and pitted surfaces can be effectively improved, the uniformity of the chromatic aberration of the surface of the member is improved, and the durability of the surface of the member is enhanced.
Additional features and advantages of embodiments of the invention will be set forth in the detailed description which follows.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the embodiments of the invention without limiting the embodiments of the invention. In the drawings:
fig. 1 is a flow chart illustrating the steps of a method for preparing a rapid repair material for a concrete surface according to an embodiment of the present invention.
Detailed Description
The following detailed description of embodiments of the invention refers to the accompanying drawings. It should be understood that the detailed description and specific examples, while indicating embodiments of the invention, are given by way of illustration and explanation only, not limitation.
The technical solution in the embodiments of the present invention is described in detail below with reference to the accompanying drawings.
The surface of the concrete structure has the defects of pitted surface and honeycomb and influences the durability of the concrete due to the influence of various factors in the construction process, and the pitted surface, namely the local surface of the concrete has slurry shortage and a plurality of small pits and pitts to form a rough surface without the phenomenon of exposing reinforcing steel bars; the honeycomb is a hollow hole with loose part, little mortar and more stones and similar honeycomb-shaped gaps formed among the stones.
The pitted surface of the concrete structure is caused by the following reasons: the surface of the template is rough or sundries are not cleaned up, the steel template separant is not brushed or is not brushed uniformly, and the surface of concrete is damaged by adhesion when the template is removed; the wood formwork is not fully wet, and the moisture of the concrete on the surface of the member is absorbed, so that the moisture on the surface of the concrete is absorbed by the formwork and loses water to form a pitted surface; the template has untight abutted seams and slurry leakage in the seams; the template separant is not uniformly coated, or leaked or failed, and the surface of the concrete is bonded with the template to cause pitted surface; the concrete is not compacted and the air bubbles are not discharged, and the concrete stops on the surface of the template to form pits after the template is removed.
The reasons for the occurrence of honeycombs on the surface of the concrete structure are as follows: the mixing proportion of the concrete is not proper, or the metering is not accurate in material metering, so that less mortar and more stones are caused; when the concrete is stirred, the stirring time is short, the concrete is not stirred uniformly, the workability is poor, and the concrete is not compacted by vibration; the height is too high during blanking, so that concrete is separated; blanking is not carried out in a layering way, and the vibration is not compacted, leaked or insufficient in vibration time; the gaps of the template are not blocked tightly, so that cement slurry is lost; the steel bars are dense, and the used stones have too large particle size or too small slump and the like.
The invention provides a concrete surface rapid repairing material which comprises the following components in percentage by mass: cement: 40.0% -60.0%; sulphoaluminate cement: 10.0% -20.0%; dihydrate gypsum: 5.0% -12.0%; borax: 0.5 to 0.8 percent; hydroxypropyl methylcellulose ether: 0.0 to 0.05 percent; polycarboxylic acid water reducing agent: 0.1 to 0.3 percent; silica fume: 5.0% -10.0%; microbeads: 2.0% -5.0%; fly ash: 5.0% -15%; and emulsion powder: 1.2 to 3.5 percent.
Preferably, the cement is P.O52.5 cement and has high compressive strength.
Preferably, the sulphoaluminate cement is sulphoaluminate cement 42.5, which is a hydraulic cementing material.
Preferably, the grade of the fly ash is superfine, and the fly ash plays roles in adjusting the color difference of concrete and enhancing the color difference of the concrete in the process.
Preferably, the latex powder is re-dispersible latex powder, and plays a role in improving the bonding strength with a concrete interface in the process.
The dihydrate gypsum plays a role in micro-expansion in the process, the borax plays a role in retarding coagulation in the process, the hydroxypropyl methyl cellulose ether plays a role in water retention and thickening in the process, the polycarboxylate water reducing agent plays a role in water reduction, dispersion and reinforcement in the process, the silica fume plays a role in increasing compactness and reinforcement in the process, and the microbeads play a role in lubricating in the process.
The first embodiment is a concrete surface rapid repair material which comprises the following components in percentage by mass: cement: 60.0 percent; sulphoaluminate cement: 10.0 percent; dihydrate gypsum: 6.0 percent; borax: 0.5 percent; hydroxypropyl methylcellulose ether: 0.0 percent; polycarboxylic acid water reducing agent: 0.1 percent; silica fume: 5.0 percent; microbeads: 3.0 percent; fly ash: 14 percent; and emulsion powder: 1.4 percent.
According to the preparation method of the concrete surface rapid repair material, the required concrete repair material is prepared according to the components in the first embodiment by mass percent, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repairing material prepared according to the components of the embodiment I has stable performance after 1-hour detection of slurry of the repairing material; the 6-hour test value of the compressive strength is 25.3MPa, the 1-day test value of the compressive strength is 41.8MPa, the 3-day test value of the compressive strength is 72.2MPa, the 28-day test value of the compressive strength is 94.5MPa, and the 90-day test value of the compressive strength is 98.4 MPa; the vertical expansion rate is 0.06% in 3 hours, and the difference between the vertical expansion rate of 24 hours and 3 hours is 0.23%; the content of chloride ions is 0.01 percent; the anti-sagging performance is good; the appearance quality is flat and smooth; the adhesive strength was 1.5MPa in 14 days.
The second embodiment is a concrete surface rapid repair material which comprises the following components in percentage by mass: cement: 50.0 percent; sulphoaluminate cement: 15.0 percent; dihydrate gypsum: 9.0 percent; borax: 0.6 percent; hydroxypropyl methylcellulose ether: 0.02 percent; polycarboxylic acid water reducing agent: 0.2 percent; silica fume: 8.0 percent; microbeads: 4.0 percent; fly ash: 10 percent; and emulsion powder: 3.18 percent.
According to the preparation method of the concrete surface rapid repair material, the required concrete repair material is prepared according to the components of the second embodiment by mass percent, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repair material prepared according to the components of the second embodiment has stable performance after 1 hour of detection of slurry of the repair material; the 6-hour test value of the compressive strength is 26.8MPa, the 1-day test value of the compressive strength is 42.7MPa, the 3-day test value of the compressive strength is 73.5MPa, the 28-day test value of the compressive strength is 92.1MPa, and the 90-day test value of the compressive strength is 96.7 MPa; the vertical expansion rate is 0.05 percent in 3 hours, and the difference between the vertical expansion rate of 24 hours and the vertical expansion rate of 3 hours is 0.24 percent; the content of chloride ions is 0.01 percent; the anti-sagging performance is good; the appearance quality is flat and smooth; the adhesive strength was 1.6MPa in 14 days.
The third embodiment provides a concrete surface rapid repair material, which comprises the following components in percentage by mass: cement: 54.0 percent; sulphoaluminate cement: 17.0 percent; dihydrate gypsum: 10.0 percent; borax: 0.7 percent; hydroxypropyl methylcellulose ether: 0.03 percent; polycarboxylic acid water reducing agent: 0.27 percent; silica fume: 9.0 percent; microbeads: 2.0 percent; fly ash: 5 percent; and emulsion powder: 2 percent.
According to the preparation method of the concrete surface rapid repair material, the required concrete repair material is prepared according to the components of the third embodiment by mass percent, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repairing material prepared according to the components of the third embodiment has stable performance after 1 hour of detection of slurry of the repairing material; the 6-hour test value of the compressive strength is 28.4MPa, the 1-day test value of the compressive strength is 45.2MPa, the 3-day test value of the compressive strength is 76.9MPa, the 28-day test value of the compressive strength is 96.4MPa, and the 90-day test value of the compressive strength is 108.5 MPa; the vertical expansion rate is 0.07% in 3 hours, and the difference between the vertical expansion rate of 24 hours and 3 hours is 0.26%; the content of chloride ions is 0.01 percent; the anti-sagging performance is good; the appearance quality is flat and smooth; the adhesive strength was 1.8MPa in 14 days.
The fourth embodiment provides a concrete surface rapid repair material, which comprises the following components in percentage by mass: cement: 40.0 percent; sulphoaluminate cement: 20.0 percent; dihydrate gypsum: 12.0 percent; borax: 0.8 percent; hydroxypropyl methylcellulose ether: 0.05 percent; polycarboxylic acid water reducing agent: 0.15 percent; silica fume: 10.0 percent; microbeads: 5.0 percent; fly ash: 9 percent; and emulsion powder: 3 percent.
According to the preparation method of the concrete surface rapid repair material, the required concrete repair material is prepared according to the mass percentage of the components in the example IV, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repair material prepared according to the components of the embodiment four has stable performance after 1 hour of detection of slurry of the repair material; the 6-hour test value of the compressive strength is 25.7MPa, the 1-day test value of the compressive strength is 43.4MPa, the 3-day test value of the compressive strength is 76.3MPa, the 28-day test value of the compressive strength is 94.1MPa, and the 90-day test value of the compressive strength is 102.3 MPa; the vertical expansion rate is 0.07% in 3 hours, and the difference between the vertical expansion rate of 24 hours and 3 hours is 0.24%; the content of chloride ions is 0.01 percent; the anti-sagging performance is good; the appearance quality is flat and smooth; the adhesive strength was 1.6MPa in 14 days.
The fifth embodiment provides a concrete surface rapid repair material, which comprises the following components in percentage by mass: cement: 70.0 percent; sulphoaluminate cement: 10.0 percent; dihydrate gypsum: 4.0 percent; borax: 0.8 percent; hydroxypropyl methylcellulose ether: 0.05 percent; polycarboxylic acid water reducing agent: 0.15 percent; silica fume: 3.0 percent; microbeads: 3.0 percent; fly ash: 6 percent; and emulsion powder: 3 percent.
According to the preparation method of the concrete surface rapid repair material, the concrete repair material is prepared according to the components of the fifth embodiment by mass percent, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repairing material prepared according to the components of the fifth embodiment has stable performance after 1 hour of detection of slurry of the repairing material; the 6-hour test value of the compressive strength is 24.5MPa, the 1-day test value of the compressive strength is 40.1MPa, the 3-day test value of the compressive strength is 68.2MPa, the 28-day test value of the compressive strength is 89.3MPa, and the 90-day test value of the compressive strength is 96.5 MPa; the vertical expansion rate is 0.02% in 3 hours, and the difference between the vertical expansion rate of 24 hours and the vertical expansion rate of 3 hours is 0.01%; the content of chloride ions is 0.01 percent; poor sag resistance; the appearance quality is poor; the adhesive strength was 1.2MPa in 14 days.
The sixth embodiment provides a concrete surface rapid repair material, which comprises the following components in percentage by mass: cement: 30.0 percent; sulphoaluminate cement: 34.0 percent; dihydrate gypsum: 15.0 percent; borax: 0.85 percent; hydroxypropyl methylcellulose ether: 0.05 percent; polycarboxylic acid water reducing agent: 0.1 percent; silica fume: 10.0 percent; microbeads: 1.0 percent; fly ash: 8 percent; and emulsion powder: 1 percent.
According to the preparation method of the concrete surface rapid repair material, the concrete repair material is prepared according to the components of the fifth embodiment by mass percent, and the preparation method comprises the following steps: s1) weighing the raw materials in proportion; s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4; s3) adding the cement into the mixer; s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer; s5) adding the sulphoaluminate cement into the mixer; s6) stirring for a preset time to form the concrete surface quick repair material.
The concrete surface rapid repair material prepared according to the components in the sixth embodiment has unstable performance after 1 hour of detection of slurry of the repair material; the 6-hour test value of the compressive strength is 29.4MPa, the 1-day test value of the compressive strength is 45.3MPa, the 3-day test value of the compressive strength is 77.4MPa, the 28-day test value of the compressive strength is 80.1MPa, and the 90-day test value of the compressive strength is 82.4 MPa; the vertical expansion rate is 0.08 percent in 3 hours, and the difference between the vertical expansion rate of 24 hours and the vertical expansion rate of 3 hours is 0.4 percent; the content of chloride ions is 0.01 percent; the anti-sagging performance is better; the appearance quality is poor; the bonding strength was 1MPa in 14 days.
The standard of a test value of the compressive strength for 6 hours is more than or equal to 15MPa, the standard of a test value of the compressive strength for 1 day is more than or equal to 35MPa, the standard of a test value of the compressive strength for 3 days is more than or equal to 60MPa, and the standard of a test value of the compressive strength for 28 days is more than or equal to 85 MPa; the standard of the vertical expansion rate in 3 hours is more than or equal to 0.02 percent, and the standard of the difference value between the vertical expansion rate in 24 hours and the vertical expansion rate in 3 hours is 0.02-0.5 percent; the standard of the content of chloride ion is less than or equal to 0.03 percent.
The cement of example five: 70.0 percent, which exceeds the mass percentage content value range of the invention by 40.0 to 60.0 percent; the dihydrate gypsum: 4.0 percent, which is lower than the mass percentage content value range of the invention by 5.0 to 12.0 percent; the silica fume: 3.0 percent which is 5.0 to 10.0 percent lower than the mass percentage content range of the invention, the difference between the vertical expansion rate of 24h and 3h of the fifth embodiment does not meet the standard requirement, the sag resistance is poor, the appearance quality is poor, and the repair material meeting the quality requirement can not be obtained.
The cement of example six: 30.0 percent which is lower than the mass percentage content value range of the invention by 40.0 to 60.0 percent; the sulphoaluminate cement: 34.0 percent, which exceeds the mass percentage content value range of the invention by 10.0 to 20.0 percent; the dihydrate gypsum: 15.0 percent, which exceeds the mass percentage content value range of the invention by 5.0 to 12.0 percent; and (3) borax: 0.85 percent, which exceeds the mass percentage content value range of the invention by 0.5 to 0.8 percent; the beads are: 1.0 percent, which is lower than the mass percentage content value range of the invention by 2.0 to 5.0 percent; the emulsion powder comprises the following components: 1.0 percent, which is 1.2 to 3.5 percent lower than the mass percentage content range of the invention, the slurry of the sixth embodiment has unstable detection performance for 1h, the 28-day inspection value of the compressive strength does not meet the standard, the appearance quality is poor, and the repair material meeting the quality requirement can not be obtained.
The components in the first to fourth embodiments are selected within the range of the mass percentage content of the components, and the test results can meet the standard requirements, wherein the third embodiment has the best effect, and different embodiment proportions can be selected according to the actual situation on site. The obtained patching material is an organic-inorganic composite environment-friendly material, is simple to produce, and is non-toxic and pollution-free; the appearance quality of the concrete honeycomb and pitted surface can be effectively improved, the uniformity of the chromatic aberration of the surface of the member is improved, and the durability of the surface of the member is enhanced.
The invention aims to provide a concrete surface rapid repairing material and a preparation method thereof, which can obtain the repairing material capable of effectively improving the quality of the concrete surface by the preparation method of the concrete surface rapid repairing material according to the proportion of all components, effectively improve the appearance quality of concrete honeycombs and pitted surfaces, improve the uniformity of the surface color difference of a member and enhance the durability of the surface of the member.
Although the embodiments of the present invention have been described in detail, the embodiments of the present invention are not limited to the details of the above embodiments, and various simple modifications may be made to the technical solutions of the embodiments of the present invention within the technical idea of the embodiments of the present invention, and these simple modifications all fall within the protection scope of the embodiments of the present invention.
It should be noted that the various features described in the above embodiments may be combined in any suitable manner without departing from the scope of the invention. In order to avoid unnecessary repetition, the embodiments of the present invention do not describe every possible combination.
In addition, any combination of various different implementation manners of the embodiments of the present invention is also possible, and the embodiments of the present invention should be considered as disclosed in the embodiments of the present invention as long as the combination does not depart from the spirit of the embodiments of the present invention.
Claims (10)
1. The concrete surface rapid repairing material is characterized by comprising the following components in percentage by mass: cement: 40.0% -60.0%; sulphoaluminate cement: 10.0% -20.0%; dihydrate gypsum: 5.0% -12.0%; borax: 0.5 to 0.8 percent; hydroxypropyl methylcellulose ether: 0.0 to 0.05 percent; polycarboxylic acid water reducing agent: 0.1 to 0.3 percent; silica fume: 5.0% -10.0%; microbeads: 2.0% -5.0%; fly ash: 5.0% -15%; and emulsion powder: 1.2 to 3.5 percent.
2. The concrete surface rapid repair material according to claim 1, which comprises the following components in percentage by mass: cement: 60.0 percent; sulphoaluminate cement: 10.0 percent; dihydrate gypsum: 6.0 percent; borax: 0.5 percent; hydroxypropyl methylcellulose ether: 0.0 percent; polycarboxylic acid water reducing agent: 0.1 percent; silica fume: 5.0 percent; microbeads: 3.0 percent; fly ash: 14 percent; and emulsion powder: 1.4 percent.
3. The concrete surface rapid repair material according to claim 1, which comprises the following components in percentage by mass: cement: 50.0 percent; sulphoaluminate cement: 15.0 percent; dihydrate gypsum: 9.0 percent; borax: 0.6 percent; hydroxypropyl methylcellulose ether: 0.02 percent; polycarboxylic acid water reducing agent: 0.2 percent; silica fume: 8.0 percent; microbeads: 4.0 percent; fly ash: 10 percent; and emulsion powder: 3.18 percent.
4. The concrete surface rapid repair material according to claim 1, which comprises the following components in percentage by mass: cement: 54.0 percent; sulphoaluminate cement: 17.0 percent; dihydrate gypsum: 10.0 percent; borax: 0.7 percent; hydroxypropyl methylcellulose ether: 0.03 percent; polycarboxylic acid water reducing agent: 0.27 percent; silica fume: 9.0 percent; microbeads: 2.0 percent; fly ash: 5 percent; and emulsion powder: 2 percent.
5. The concrete surface rapid repair material according to claim 1, which comprises the following components in percentage by mass: cement: 40.0 percent; sulphoaluminate cement: 20.0 percent; dihydrate gypsum: 12.0 percent; borax: 0.8 percent; hydroxypropyl methylcellulose ether: 0.05 percent; polycarboxylic acid water reducing agent: 0.15 percent; silica fume: 10.0 percent; microbeads: 5.0 percent; fly ash: 9 percent; and emulsion powder: 3 percent.
6. The concrete surface rapid repair material according to any one of claims 1 to 5, wherein the cement is P.O52.5 cement.
7. The concrete surface rapid repair material according to any one of claims 1 to 5, wherein the sulphoaluminate cement is sulphoaluminate cement 42.5.
8. The concrete surface rapid repair material according to any one of claims 1 to 5, wherein the grade of the fly ash is ultra fine.
9. The concrete surface rapid repair material according to any one of claims 1 to 5, wherein the latex powder is a re-dispersible latex powder.
10. The method for preparing the concrete surface rapid repair material according to any one of claims 1 to 5, comprising the steps of:
s1) weighing the raw materials in proportion;
s2) adding water into the mixer according to the water-cement ratio of 0.2-0.4;
s3) adding the cement into the mixer;
s4) adding the dihydrate gypsum, the borax, the hydroxypropyl methyl cellulose ether, the polycarboxylic acid water reducing agent, the silica fume, the microbeads, the fly ash and the emulsion powder into the mixer;
s5) adding the sulphoaluminate cement into the mixer;
s6) stirring for a preset time to form the concrete surface quick repair material.
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Application publication date: 20200519 |