CN109095803A - Crystallization composite material and concrete water-proof material - Google Patents
Crystallization composite material and concrete water-proof material Download PDFInfo
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- CN109095803A CN109095803A CN201810861804.9A CN201810861804A CN109095803A CN 109095803 A CN109095803 A CN 109095803A CN 201810861804 A CN201810861804 A CN 201810861804A CN 109095803 A CN109095803 A CN 109095803A
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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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- 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
- C04B28/04—Portland cements
-
- 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
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00293—Materials impermeable to liquids
-
- 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/28—Fire resistance, i.e. materials resistant to accidental fires or high temperatures
-
- 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 & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a kind of crystallization composite material and concrete water-proof material, the crystallization composite material is made of materials A, material B and material C；Wherein, the raw material of materials A includes stearic acid caesium, cesium chloride, sodium citrate, calcium carbonate, sodium carbonate, sodium metasilicate, beryllium carbonate, sodium bicarbonate, calcium metaaluminate and calcium chloride；The raw material of material B includes D-malic acid, L MALIC ACID, tartaric acid caesium, tartaric acid, natrium malicum and calcium metaaluminate；The raw material of material C includes mountain tallow and cesium carbonate.Solving traditional waterproof material, there is also impermeability and compression strength deficiency, the bad problems of waterproof effect.
Description
Technical field
The present invention relates to waterproof materials, and in particular, to a kind of crystallization composite material and concrete water-proof material.
Background technique
Waterproof material is that the building enclosure of building will prevent the infiltration of rainwater, snow-broth and underground water；It prevents in air
Moisture, steam and other pernicious gases and liquid erosion；Separation structure will prevent the infiltration of plumbing from turning over.These are impermeable,
Leakage and the material corroded are referred to as.For example, the Chinese invention of Patent No. CN2017103788000, provides a kind of graphene
From crystallization waterproof activity masterbatch and preparation method.Based on gross mass, the mass percent of each component are as follows: including 1~15wt% stone
Black alkene, 55~75wt% calcium compensation, the agent of 5~20wt% penetrant crystalline, 2~10wt% chelating agent.First graphene is added to
In water, ultrasound adds mechanical stirring 1~6 hour, under mechanical stirring, sequentially adds calcium compensation, bleeding agent, chelating agent, mixes
As slurry, by being spray-dried.But impermeability and compression strength are insufficient, waterproof effect is bad.
Summary of the invention
The object of the present invention is to provide a kind of crystallization composite material and concrete water-proof material, solve traditional anti-
There is also impermeability and compression strength deficiency, the bad problems of waterproof effect for water material.
To achieve the goals above, the present invention provides a kind of crystallization composite materials, and the crystallization composite material is by material
A, material B and material C composition；
Wherein, the raw material of materials A includes stearic acid caesium, cesium chloride, sodium citrate, calcium carbonate, sodium carbonate, sodium metasilicate, carbon
Sour beryllium, sodium bicarbonate, calcium metaaluminate and calcium chloride；
The raw material of material B includes D-malic acid, L MALIC ACID, tartaric acid caesium, tartaric acid, natrium malicum and calcium metaaluminate；
The raw material of material C includes mountain tallow and cesium carbonate.
The present invention also provides a kind of concrete water-proof material, the concrete water-proof material includes that above-mentioned crystallization is compound
Material, portland cement, sodium metasilicate, quartz sand and water.
According to the above technical scheme, obtained the present invention provides a kind of crystallization composite material and concrete water-proof material
Concrete water-proof material has good waterproof performance, while with good stability and practicability, can be widely applied to build
Build field etc..In the case where having water in cement hydration process, crystallization composite material is dissolved in water, and brings coating and base into water
The gap of layer.Under the catalysis of silicate, slip-knot crystal composite material gradually polymerize in the hole of coating and base, that is, penetrates into
The oxides such as free calcium aluminium in the crystallization composite material and concrete in hole inside concrete and that itself brings into are handed over
Mutual reactance forms dendrite object a kind of not soluble in water but with concrete firm connection, plays the role of blocking water, enhance.
Materials A provide active additive in the hole of coating and base with the activity of the oxides cross reaction such as free calcium aluminium from
Son, such as stearic acid caesium, cesium chloride, sodium citrate, sodium carbonate, sodium metasilicate.Sodium bicarbonate, beryllium carbonate facilitate crystal in structure
Water swelling in slit makes concrete structure surface layer gradually form a fine and close impervious region to depth, significantly by dredging to close
Improve the impermeability of structure entirety.Calcium carbonate, calcium chloride in materials A, B, C facilitate acicular structure of laxity itself
Intensity.Material B provides the activity that active additive gradually polymerize in the hole of coating and base.Wherein D- apple
Acid, L MALIC ACID, tartaric acid facilitate macromolecular or high molecular crystalline solid contains more hydrophobic grouping, cause crystalline solid
It is not soluble in water.Natrium malicum facilitates the intensity of acicular structure of laxity itself.Tartaric acid caesium facilitates acicular structure and base
The intensity of body is connected.Modified mountain tallow facilitates the intensity of acicular structure of laxity itself in material C.It is formed by insoluble
Base can be greatly enhanced to the anti-permeability performance of liquid water to the filling of Defect Base in the crystalline solid of water, and reach good and block water
Effect.Since the hydration reaction of cement is an incomplete reaction process, in the state of not dehydration, reaction later for many years is still
There is progress, and during the hydration reaction in later period, appointing around crystalline solid skeleton has unreacted materials A and material C for reaction
Dissociated ion is provided, and unreacted material B equally can continue catalytic activity compound and continue to generate crystallization.Therefore, coagulation
Even if soil structure is penetrated again by water or Local Damaged cracking, healing can be voluntarily repaired under the action of crystallization, had repeatedly anti-
The ability of infiltration, the unstable bring for inherently improving normal concrete structural volume split infiltration again.Present invention preparation side
Method is simpler, and production cost is low, is suitable for industrialized production.
Other features and advantages of the present invention will the following detailed description will be given in the detailed implementation section.
Detailed description of the invention
The drawings are intended to provide a further understanding of the invention, and constitutes part of specification, with following tool
Body embodiment is used to explain the present invention together, but is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is concrete water-proof materials microstructure structure chart provided by the invention.
Specific embodiment
Below in conjunction with attached drawing, detailed description of the preferred embodiments.It should be understood that this place is retouched
The specific embodiment stated is merely to illustrate and explain the present invention, and is not intended to restrict the invention.
The present invention provides a kind of crystallization composite material, the crystallization composite material is by materials A, material B and material C group
At；
Wherein, the raw material of materials A includes stearic acid caesium, cesium chloride, sodium citrate, calcium carbonate, sodium carbonate, sodium metasilicate, carbon
Sour beryllium, sodium bicarbonate, calcium metaaluminate and calcium chloride；
The raw material of material B includes D-malic acid, L MALIC ACID, tartaric acid caesium, tartaric acid, natrium malicum and calcium metaaluminate；
The raw material of material C includes mountain tallow and cesium carbonate.
In a preferred embodiment of the invention, in order to further increase the anti-of concrete water-proof material obtained
Infiltration ability and compression strength, the weight ratio of materials A, material B and material C are 10:1-4:0.1-0.4.
In a preferred embodiment of the invention, in order to further increase the anti-of concrete water-proof material obtained
Infiltration ability and compression strength, the weight percent content of each ingredient in the materials A are as follows: stearic acid caesium 0.5-1.2%, cesium chloride
2-8%, sodium citrate 3-8%, calcium carbonate 2-6%, sodium carbonate 0.3-0.9%, sodium metasilicate 5-9%, beryllium carbonate 0.1-0.5%,
Sodium bicarbonate 0.3-0.9%, calcium metaaluminate 35-42% and surplus calcium chloride.
In a preferred embodiment of the invention, in order to further increase the anti-of concrete water-proof material obtained
Infiltration ability and compression strength, the weight percent content of each ingredient in the material B are as follows: D-malic acid 1.8-2.6%, L- apple
Sour 2.5-2.8%, tartaric acid caesium 0.9-1.5%, tartaric acid 16-19%, natrium malicum 2-8% and surplus calcium metaaluminate.
In a preferred embodiment of the invention, in order to further increase the anti-of concrete water-proof material obtained
Infiltration ability and compression strength, in material C, the weight ratio of mountain tallow and cesium carbonate is 1:0.08-0.12.
The present invention also provides a kind of concrete water-proof material, the concrete water-proof material includes that above-mentioned crystallization is compound
Material, portland cement, sodium metasilicate, quartz sand and water.
In a preferred embodiment of the invention, in order to further increase the anti-of concrete water-proof material obtained
Infiltration ability and compression strength, relative to the portland cement of 100 parts by weight, the dosage of the crystallization composite material is 0.3-0.5
Parts by weight, the dosage of the sodium metasilicate are 18-25 parts by weight, and the dosage of the quartz sand is 50-65 parts by weight, the use of the water
Amount is 105-120 parts by weight.
The present invention will be described in detail by way of examples below.In following embodiment, the system of concrete water-proof material
Preparation Method is as follows:
The preparation of materials A, by stearic acid caesium, cesium chloride, sodium citrate, calcium carbonate, sodium carbonate, sodium metasilicate, beryllium carbonate, carbon
Sour hydrogen sodium, calcium metaaluminate, calcium chloride carry out ingredient, and raw material is pure material (content is greater than 99.9%), and wherein solid phase powder is average
Partial size is 10 microns, and each raw material is mixed in blender, powder will be then stirred evenly and dry at 130 DEG C, is dried
Re-sieving afterwards, sieve are 200 mesh, are then placed in roaster and are roasted, and maturing temperature is 230 DEG C, and finally product of roasting exists
Diameter of particle is set to reach 12 microns in grinder；
The preparation of material B, by D-malic acid, L MALIC ACID, tartaric acid caesium, tartaric acid, natrium malicum, calcium metaaluminate into
Row ingredient, raw material are pure material (content is greater than 99.9%), and wherein solid phase powder average grain diameter is 8 microns, and each raw material is being stirred
It mixes in machine and is mixed, then dried uniformly mixed powder at 112 DEG C, re-sieving after drying, sieve is 200 mesh, so
After be put into sintering furnace and roasted, maturing temperature is 275 DEG C, finally so that diameter of particle is reached 13 in grinder product of roasting
Micron；
The preparation of material C takes the powder for the mountain tallow and cesium carbonate that average partial size is 9 microns, after mixing, by solid-liquid weight
Than being 1:10, the hydrochloric acid of addition 5mol/L, is uniformly mixed and is put into 107 DEG C of furnaces, be heated to 1.2h amount in mixture powder, cooling
It is washed with water after to room temperature to neutrality, is then placed in furnace, be heated to 445 DEG C of holding 2.5h, finally make product in grinder
Diameter of particle reaches 13 microns；
After the materials A handled well, material B and material C in proportion ingredient, it is added in three-dimensional mixer and is uniformly mixed,
Mixed powder is obtained, is then placed in furnace and is roasted, is first warming up to 510 DEG C, 3.5h is kept the temperature, then heats to 620 DEG C of sintering
3.5h after being cooled to room temperature, carries out double tempering processing, i.e., in 105 DEG C of stop 1.5h, obtains crystallization composite material after cooling.
Finally, portland cement, crystallization composite material, sodium metasilicate, quartz sand, water are uniformly mixed i.e. usable.
Embodiment 1
Waterproof material is prepared according to above-mentioned preparation method, wherein the crystallization composite material is by materials A, material B and material
Expect that C carries out ingredient according to weight ratio for 10:1:0.1；The weight percent content of each ingredient in the materials A are as follows: stearic acid caesium
0.5%, cesium chloride 2%, sodium citrate 3%, calcium carbonate 2%, sodium carbonate 0.3%, sodium metasilicate 5%, beryllium carbonate 0.1%, carbonic acid
Hydrogen sodium 0.3%, calcium metaaluminate 35% and surplus calcium chloride；The weight percent content of each ingredient in the material B are as follows: D- apple
Acid 1.8%, L MALIC ACID 2.5%, tartaric acid caesium 0.9%, tartaric acid 16%, natrium malicum 2% and surplus calcium metaaluminate；In material
Expect in C, the weight ratio of mountain tallow and cesium carbonate is 1:0.08；Relative to the portland cement of 100 parts by weight, the crystallization composite wood
The dosage of material is 0.3 parts by weight, and the dosage of the sodium metasilicate is 18 parts by weight, and the dosage of the quartz sand is 50 parts by weight, institute
The dosage for stating water is 105 parts by weight.
Embodiment 2
Waterproof material is prepared according to above-mentioned preparation method, wherein the crystallization composite material is by materials A, material B and material
Expect that C carries out ingredient according to weight ratio for 10:2.5:0.3；The weight percent content of each ingredient in the materials A are as follows: stearic acid
Caesium 0.9%, cesium chloride 6%, sodium citrate 5%, calcium carbonate 4%, sodium carbonate 0.6%, sodium metasilicate 7%, beryllium carbonate 0.3%, carbon
Sour hydrogen sodium 0.6%, calcium metaaluminate 38% and surplus calcium chloride；The weight percent content of each ingredient in the material B are as follows: D- apple
Tartaric acid 2.2%, L MALIC ACID 2.7%, tartaric acid caesium 1.2%, tartaric acid 17%, natrium malicum 6% and surplus calcium metaaluminate；?
In material C, the weight ratio of mountain tallow and cesium carbonate is 1:0.1；Relative to the portland cement of 100 parts by weight, the crystallization is compound
The dosage of material is 0.4 parts by weight, and the dosage of the sodium metasilicate is 21 parts by weight, and the dosage of the quartz sand is 60 parts by weight,
The dosage of the water is 113 parts by weight.
Embodiment 3
Waterproof material is prepared according to above-mentioned preparation method, wherein the crystallization composite material is by materials A, material B and material
Expect that C carries out ingredient according to weight ratio for 10:4:0.4；The weight percent content of each ingredient in the materials A are as follows: stearic acid caesium
1.2%, cesium chloride 8%, sodium citrate 8%, calcium carbonate 6%, sodium carbonate 0.9%, sodium metasilicate 9%, beryllium carbonate 0.5%, carbonic acid
Hydrogen sodium 0.9%, calcium metaaluminate 42% and surplus calcium chloride；The weight percent content of each ingredient in the material B are as follows: D- apple
Acid 2.6%, L MALIC ACID 2.8%, tartaric acid caesium 1.5%, tartaric acid 19%, natrium malicum 8% and surplus calcium metaaluminate；In material
Expect in C, the weight ratio of mountain tallow and cesium carbonate is 1:0.12；Relative to the portland cement of 100 parts by weight, the crystallization composite wood
The dosage of material is 0.5 parts by weight, and the dosage of the sodium metasilicate is 25 parts by weight, and the dosage of the quartz sand is 65 parts by weight, institute
The dosage for stating water is 120 parts by weight.
Embodiment 4
Waterproof material is prepared according to above-mentioned preparation method, wherein the crystallization composite material is by materials A, material B and material
Expect that C carries out ingredient according to weight ratio for 10:0.8:0.08；The weight percent content of each ingredient in the materials A are as follows: stearic acid
Caesium 0.3%, cesium chloride 1%, sodium citrate 2%, calcium carbonate 1%, sodium carbonate 0.2%, sodium metasilicate 4%, beryllium carbonate 0.07%, carbon
Sour hydrogen sodium 0.2%, calcium metaaluminate 32% and surplus calcium chloride；The weight percent content of each ingredient in the material B are as follows: D- apple
Tartaric acid 16%, L MALIC ACID 2.3%, tartaric acid caesium 0.7%, tartaric acid 15%, natrium malicum 1% and surplus calcium metaaluminate；?
In material C, the weight ratio of mountain tallow and cesium carbonate is 1:0.07；Relative to the portland cement of 100 parts by weight, the crystallization is compound
The dosage of material is 0.2 parts by weight, and the dosage of the sodium metasilicate is 17 parts by weight, and the dosage of the quartz sand is 45 parts by weight,
The dosage of the water is 100 parts by weight.
Embodiment 5
Waterproof material is prepared according to above-mentioned preparation method, wherein the crystallization composite material is by materials A, material B and material
Expect that C carries out ingredient according to weight ratio for 10:5:0.5；The weight percent content of each ingredient in the materials A are as follows: stearic acid caesium
1.4%, cesium chloride 9%, sodium citrate 9%, calcium carbonate 8%, sodium carbonate 1.1%, sodium metasilicate 11%, beryllium carbonate 0.6%, carbonic acid
Hydrogen sodium 1.2%, calcium metaaluminate 44% and surplus calcium chloride；The weight percent content of each ingredient in the material B are as follows: D- apple
Acid 2.8%, L MALIC ACID 3%, tartaric acid caesium 1.6%, tartaric acid 21%, natrium malicum 9% and surplus calcium metaaluminate；In material
In C, the weight ratio of mountain tallow and cesium carbonate is 1:0.15；Relative to the portland cement of 100 parts by weight, the crystallization composite material
Dosage be 0.6 parts by weight, the dosage of the sodium metasilicate is 27 parts by weight, and the dosage of the quartz sand is 70 parts by weight, described
The dosage of water is 124 parts by weight.
Comparative example 1
Performance parameter of the graphene that Patent No. 2017103788000 provides from crystallization waterproof activity masterbatch.
Table 1
It is described the prefered embodiments of the present invention in detail above in conjunction with attached drawing, still, the present invention is not limited to above-mentioned realities
The detail in mode is applied, within the scope of the technical concept of the present invention, a variety of letters can be carried out to technical solution of the present invention
Monotropic type, these simple variants all belong to the scope of protection of the present invention.
It is further to note that specific technical features described in the above specific embodiments, in not lance
In the case where shield, can be combined in any appropriate way, in order to avoid unnecessary repetition, the present invention to it is various can
No further explanation will be given for the combination of energy.
In addition, various embodiments of the present invention can be combined randomly, as long as it is without prejudice to originally
The thought of invention, it should also be regarded as the disclosure of the present invention.
Claims (7)
1. a kind of crystallization composite material, which is characterized in that the crystallization composite material is made of materials A, material B and material C；
Wherein, the raw material of materials A include stearic acid caesium, cesium chloride, sodium citrate, calcium carbonate, sodium carbonate, sodium metasilicate, beryllium carbonate,
Sodium bicarbonate, calcium metaaluminate and calcium chloride；
The raw material of material B includes D-malic acid, L MALIC ACID, tartaric acid caesium, tartaric acid, natrium malicum and calcium metaaluminate；
The raw material of material C includes mountain tallow and cesium carbonate.
2. crystallization composite material according to claim 1, wherein the weight ratio of materials A, material B and material C is 10:1-
4:0.1-0.4。
3. crystallization composite material according to claim 1, wherein the weight percent content of each ingredient in the materials A
Are as follows: stearic acid caesium 0.5-1.2%, cesium chloride 2-8%, sodium citrate 3-8%, calcium carbonate 2-6%, sodium carbonate 0.3-0.9%, silicon
Sour sodium 5-9%, beryllium carbonate 0.1-0.5%, sodium bicarbonate 0.3-0.9%, calcium metaaluminate 35-42% and surplus calcium chloride.
4. crystallization composite material according to claim 1, wherein the weight percent content of each ingredient in the material B
Are as follows: D-malic acid 1.8-2.6%, L MALIC ACID 2.5-2.8%, tartaric acid caesium 0.9-1.5%, tartaric acid 16-19%, malic acid
Sodium 2-8% and surplus calcium metaaluminate.
5. crystallization composite material according to claim 1, wherein in material C, the weight ratio of mountain tallow and cesium carbonate is 1:
0.08-0.12。
6. a kind of concrete water-proof material, which is characterized in that the concrete water-proof material includes any one in claim 1-5
Crystallization composite material, portland cement, sodium metasilicate, quartz sand and water described in.
7. concrete water-proof material according to claim 6, wherein described relative to the portland cement of 100 parts by weight
The dosage of crystallization composite material is 0.3-0.5 parts by weight, and the dosage of the sodium metasilicate is 18-25 parts by weight, the quartz sand
Dosage is 50-65 parts by weight, and the dosage of the water is 105-120 parts by weight.
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1798338A1 (en) * | 1990-05-22 | 1993-02-28 | Kz Inzh Str Inst | Additive for preparing building waterproofing solution |
| JPH0648808A (en) * | 1992-07-27 | 1994-02-22 | Toyo Denka Kogyo Kk | Production of inorganic molded body |
| CN101531497A (en) * | 2009-04-13 | 2009-09-16 | 天津城市建设学院 | Crack-resistant waterproof cement-based permeable composite repairing material and method for preparing same |
| CN104355584A (en) * | 2014-10-24 | 2015-02-18 | 上海宝田新型建材有限公司 | Cementitious capillary crystalline waterproofing building material |
| CN104961425A (en) * | 2015-06-26 | 2015-10-07 | 青岛文创科技有限公司 | Efficient waterproof agent for building |
| CN105272065A (en) * | 2015-11-18 | 2016-01-27 | 南阳理工学院 | Cement-based permeable crystallization type waterproof material for buildings |
| CN106946518A (en) * | 2017-01-09 | 2017-07-14 | 华南理工大学 | A kind of accelerated cement base infiltration crystallization type selfreparing waterproof material and preparation method thereof |
-
2018
- 2018-08-01 CN CN201810861804.9A patent/CN109095803A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1798338A1 (en) * | 1990-05-22 | 1993-02-28 | Kz Inzh Str Inst | Additive for preparing building waterproofing solution |
| JPH0648808A (en) * | 1992-07-27 | 1994-02-22 | Toyo Denka Kogyo Kk | Production of inorganic molded body |
| CN101531497A (en) * | 2009-04-13 | 2009-09-16 | 天津城市建设学院 | Crack-resistant waterproof cement-based permeable composite repairing material and method for preparing same |
| CN104355584A (en) * | 2014-10-24 | 2015-02-18 | 上海宝田新型建材有限公司 | Cementitious capillary crystalline waterproofing building material |
| CN104961425A (en) * | 2015-06-26 | 2015-10-07 | 青岛文创科技有限公司 | Efficient waterproof agent for building |
| CN105272065A (en) * | 2015-11-18 | 2016-01-27 | 南阳理工学院 | Cement-based permeable crystallization type waterproof material for buildings |
| CN106946518A (en) * | 2017-01-09 | 2017-07-14 | 华南理工大学 | A kind of accelerated cement base infiltration crystallization type selfreparing waterproof material and preparation method thereof |
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Application publication date: 20181228 |
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