CN108947318A - The wet surface layer additive of plate of mating formation and its preparation process - Google Patents

The wet surface layer additive of plate of mating formation and its preparation process Download PDF

Info

Publication number
CN108947318A
CN108947318A CN201810824463.8A CN201810824463A CN108947318A CN 108947318 A CN108947318 A CN 108947318A CN 201810824463 A CN201810824463 A CN 201810824463A CN 108947318 A CN108947318 A CN 108947318A
Authority
CN
China
Prior art keywords
parts
plate
surface layer
wet surface
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810824463.8A
Other languages
Chinese (zh)
Inventor
李锋
李永
郑玉秋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Construction Technology Co Ltd
Original Assignee
Chengdu Construction Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chengdu Construction Technology Co Ltd filed Critical Chengdu Construction Technology Co Ltd
Priority to CN201810824463.8A priority Critical patent/CN108947318A/en
Publication of CN108947318A publication Critical patent/CN108947318A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • C04B40/0046Premixtures of ingredients characterised by their processing, e.g. sequence of mixing the ingredients when preparing the premixtures

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

Mat formation the wet surface layer additive of plate and its preparation process the invention discloses one kind, the wet surface layer additive of the plate of mating formation includes 180-235 parts of water-reducing agent;50-93 parts of slump retaining agent;2.5-3.3 parts of air entraining agent;0.2-0.8 parts of organic silicon defoamer;1-2.1 parts of sodium thiosulfate;5-16 parts of white sugar;15-35 parts of dextrin;0.3-0.8 parts of cellulose ether;10-20 parts of sodium carbonate;5-18 parts of thickener;657.6-674.6 parts of water.The wet surface layer additive of plate of mating formation in the present invention, which has, increases the wet fabric mobility of plate of mating formation, and does not sink to the bottom, and it is made to have longer the advantages of using the time;There are also the advantages for the early strength for increasing the plate of mating formation formed.

Description

The wet surface layer additive of plate of mating formation and its preparation process
Technical field
The present invention relates to road pavement technical field, the wet surface layer additive of plate more specifically, it relates to which one kind is mated formation And its preparation process.
Background technique
The form of road pavement is more, generally use stone material, mat formation the materials such as plate/brick, cobblestone, concrete, timber into Row construction.Plate/brick mat formation due to low cost, is laid with advantage simple, that plasticity is strong, occupies the big portion of road pavement Point.Traditional plate/brick of mating formation is usually that integral prefabricated molding obtains, to have preferable globality, therefore, whole performance Unanimously, poor for the adaptability of different characters of road.
The Chinese patent that Authorization Notice No. is CN206521660U, authorized announcement date is on 09 26th, 2017 discloses one Kind of porous pavement is mated formation plate, including permeable finish coat and permeable substrate layer, and the permeable finish coat is layered on permeable substrate layer, institute It states substrate layer and is built-in with reinforcing fiber layer and permeable aqueduct.
It is above-mentioned to form porous pavement by permeable finish coat and permeable substrate layer in the prior art and mat formation plate, it realizes saturating The effect of water.And in terms of intensity, enhancing porous pavement paving is mainly improved by the reinforcing fiber layer being arranged in substrate layer The intensity of loading board.However, for the integral strength for improving paving plate, it is very heavy necessary not only for the intensity for improving substrate layer Want a bit, it is also necessary to improve the intensity of surface layer, and since surface layer than substrate layer has better smooth degree and bright degree, Therefore, when improving the performance of surface layer, corresponding additive is generally selected to realize.
However, for improve paving plate integral strength, not only by the effect of reinforcing fiber, it is important that one Point, it is also necessary to improve the integral strength of concrete, this is largely associated with additive.Therefore, a kind of to improve paving The additive of the early strength of loading board has extensive commercial value.
Summary of the invention
In view of the deficienciess of the prior art, the purpose of the present invention one, which is to provide one kind, mats formation the wet surface layer of plate with additional Agent has the advantages that improve the early strength for plate of mating formation.
To achieve the above object one, the present invention provides the following technical scheme that
One kind is mated formation the wet surface layer additive of plate, which is characterized in that the component including following parts by weight:
Water-reducing agent 180-235;
Slump retaining agent 50-93;
Air entraining agent 2.5-3.3;
Organic silicon defoamer 0.2-0.8;
Sodium thiosulfate 1-2.1;
White sugar 5-16;
Dextrin 15-35;
Cellulose ether 0.3-0.8;
Sodium carbonate 10-20;
Thickener 5-18;
657.6-674.6 parts of water.
Further preferably are as follows: the wet surface layer additive of plate of mating formation includes the component of following parts by weight:
Water-reducing agent 180-200;
Slump retaining agent 50-80;
Air entraining agent 2.5-3.0;
Organic silicon defoamer 0.2-0.4;
Sodium thiosulfate 1-1.5;
White sugar 5-10;
Dextrin 15-30;
Cellulose ether 0.5-0.8;
Sodium carbonate 10-15;
Thickener 5-15;
657.6-673 parts of water.
Through the above technical solutions, water-reducing agent can be under conditions of maintaining surface layer mortar divergence to be basically unchanged, reduction is mixed Water is shared, can also have peptizaiton to cement granules, improve the mobility of concrete mix.Retarder is able to maintain mixed Immediate loss, air entraining agent can not improve the workability of concrete mix, water-retaining property and cohesiveness to the solidifying soil slump, and improve mixed Solidifying soil mixture mobility, introduces a large amount of equally distributed in concrete mix during mixing and stirring, be closed and stable micro- Minute bubbles;And organic silicon defoamer can inhibit the generation of bubble during being mixed to form additive to a certain extent, The air pocket occurred when concrete mix is added and mixes can be reduced.
It is studied (test two) to find, under retarder, air entraining agent, organic silicon defoamer collective effect, can make to be formed outer Add agent that there is better stability, is not easy that liquid-phase system is made a large amount of bubble occur, when mixing with concrete mix, is not easy to make Occurs excessive bubble in concrete mix, the closely knit sense of the concrete after making condensation is preferable.
White sugar and dextrin all have the effect for preferably delaying the condensation of concrete mix, and dextrin and cellulose ether are molten All have certain viscosity after water, and can reach preferable Water-saving effect, therefore, in the application be added to suitable dextrin and Cellulose ether is not easy to influence the water consumption of concrete, air content and setting time.
Sodium carbonate belongs to early strength agent, after concrete mix is added, helps to improve the early strength for board finish of mating formation, After production can packing earlier, shorten resting period of the product in Turnround basket, improve the service efficiency of Turnround basket, save Cost.
Studied (test one, test two) discovery, the compounding of sodium thiosulfate, sodium carbonate, white sugar, dextrin, cellulose ether Under effect, it is not easy the phenomenon that sinking to the bottom component therein, and is made it have longer using the time;In addition, also helping The early strength of concrete after increasing condensation.
Further preferably are as follows: the slump retaining agent is polycarboxylic-acid slump retaining agent.
Further preferably are as follows: the air entraining agent includes alkyl sulfonates air entraining agent, saponin class composite air entraining agent, modified pine At least one of fragrant hot polymerization species air entraining agent.
Further preferably are as follows: alkyl sulfonates air entraining agent, soap of the air entraining agent by weight fraction ratio for 1-2: 1: 1-3 Plain class composite air entraining agent, modified rosin hot polymerization species air entraining agent composition.
Further preferably are as follows: the thickener includes polyacrylamide, polyvinyl alcohol, at least one in Sodium Polyacrylate Kind.
Further preferably are as follows: polyacrylamide, polyethylene of the thickener by weight fraction ratio for 1-1.5: 1-2: 1 Alcohol, Sodium Polyacrylate composition.
Further preferably are as follows: the water-reducing agent includes silane-modified polycarboxylate water-reducer, citric acid-modified polycarboxylic acids diminishing At least one of agent, hyperbranched modified polycarboxylic acid based water reducer.
Through the above technical solutions, polycarboxylic-acid slump retaining agent can reduce the slump-loss of concrete, extend concrete Use the time.Silane-modified polycarboxylate water-reducer, citric acid-modified polycarboxylate water-reducer, hyperbranched modified polycarboxylic acid based water reducer Respectively there is preferable dispersibility and water-reduction, after forming compound, it is mixed after concrete mix can be brighter Improve water-reducing effect and early strength aobviously.And polycarboxylic-acid slump retaining agent changes with silane-modified polycarboxylate water-reducer, citric acid Property polycarboxylate water-reducer, hyperbranched modified polycarboxylic acid based water reducer mating reaction together, effectively can overcome concrete mix to go out Phenomena such as existing " grabbing bottom ", " hardened ".Polyacrylamide, polyvinyl alcohol, Sodium Polyacrylate can make the additive liquid phase to be formed System keeps uniform and stable state, improves the mixing uniformity of concrete mix.
The purpose of the present invention two is to provide a kind of preparation process of wet surface layer additive of plate of mating formation.
To achieve the above object two, the present invention provides the following technical scheme that
A kind of preparation process of the wet surface layer additive of plate of mating formation, includes the following steps:
The cellulose ether of corresponding parts by weight, dextrin are first uniformly mixed by S1, obtain the first mixture;
Then water, the white sugar of corresponding parts by weight is successively added in S2 into agitated kettle, after mixing 10-15min, add step The mixture obtained in S1 continuess to mix 5-8min, obtains the second mixture;
S2 system is added in the sodium thiosulfate of corresponding parts by weight, sodium carbonate, water-reducing agent, slump retaining agent, thickener, air entraining agent by S3 It in the second mixture obtained, is sufficiently mixed, is eventually adding the organic silicon defoamer of corresponding parts by weight, after mixing 5-8min, obtain The wet surface layer additive of the plate that must mat formation.
Through the above technical solutions, due to white sugar dissolve it is slower, cellulose ether individually adds easy to knot groups, by step S1 with The mixture of S2 step preparation smoothly can dissolve and disperse, and be less prone to clustering phenomena.In step S3, air entraining agent is added, prevents Air entraining agent is first added, it is excessive that additive generates a large amount of bubbles in whipping process.During component is added, fully consider each The dissolubility of kind raw material is added and stirs according to the difficulty or ease sequence of dissolution, the uniformity of mixing helped to improve, also one Determine to reduce energy consumption during entirely production additive in degree, to save production cost.
In conclusion the invention has the following advantages:
After 1. retarder, air entraining agent, organic silicon defoamer cooperate, it can make the additive to be formed that there is better stability, It is not easy that liquid-phase system is made a large amount of bubble occur, when mixing with concrete mix, is not easy to make to occur in concrete mix The closely knit sense of more bubbles, the concrete after making condensation is preferable;
2. the flowing under the complex role of sodium thiosulfate, sodium carbonate, white sugar, dextrin, cellulose ether, with concrete mix Property, and it is not easy the phenomenon that sinking to the bottom component therein, and make it have and longer use the time;In addition, additionally aiding The early strength of concrete mix after increasing condensation.
Specific embodiment
Below with reference to embodiment, the present invention will be described in detail.
Embodiment 1: the wet surface layer additive of plate of mating formation, included component and its corresponding parts by weight are as shown in table 1, And acquisition is made by the steps:
Cellulose ether, dextrin are first uniformly mixed by S1, obtain the first mixture;
Then water, white sugar is successively added in S2 into agitated kettle, after mixing 10min, add the mixture obtained in step S1, 5min is continuesd to mix, the second mixture is obtained;
The second mixture made from S2 is added in sodium thiosulfate, sodium carbonate, water-reducing agent, slump retaining agent, thickener, air entraining agent by S3 In, it is sufficiently mixed, is eventually adding organic silicon defoamer, after mixing 5min, obtain the wet surface layer additive of plate of mating formation.
Wherein, water-reducing agent is silane-modified polycarboxylate water-reducer;Slump retaining agent is polycarboxylic-acid slump retaining agent;Air entraining agent is by weight Alkyl sulfonates air entraining agent that portion rate is 1: 1: 1, saponin class composite air entraining agent, modified rosin hot polymerization species air entraining agent group At;Thickener is made of the polyacrylamide, polyvinyl alcohol, Sodium Polyacrylate that weight fraction ratio is 1.1: 2: 1.
Embodiment 2-6: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, included component and its phase The parts by weight answered are as shown in table 1.
Embodiment 7: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, water-reducing agent is poly- for hyperbranched modification Carboxylic acid water reducing agent.
Embodiment 8: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, water-reducing agent is poly- for citric acid-modified Carboxylic acid water reducer and hyperbranched modified polycarboxylic acid based water reducer.
Embodiment 9: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, water-reducing agent is silane-modified poly- carboxylic Sour water-reducing agent and hyperbranched modified polycarboxylic acid based water reducer.
Embodiment 10: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, water-reducing agent is weight fraction ratio For 1: 1: 1 silane-modified polycarboxylate water-reducer, citric acid-modified polycarboxylate water-reducer, hyperbranched modified polycarboxylic acid system diminishing Agent.
Embodiment 11: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, air entraining agent is base Sulfonates Air entraining agent.
Embodiment 12: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, air entraining agent is weight fraction ratio Base Sulfonates air entraining agent, saponin class composite air entraining agent for 1: 1.
Embodiment 13: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, in air entraining agent, alkylsulfonate Class air entraining agent, saponin class composite air entraining agent, modified rosin hot polymerization species air entraining agent weight fraction ratio be 1: 1: 3.
Embodiment 14: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, in air entraining agent, alkylsulfonate Class air entraining agent, saponin class composite air entraining agent, modified rosin hot polymerization species air entraining agent weight fraction ratio be 2: 1: 3.
Embodiment 15: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, thickener is hydrophobically modified third Olefin(e) acid ester copolymer.
Embodiment 16: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, thickener is weight fraction ratio For 1: 1: 1 polyacrylamide, polyvinyl alcohol, Sodium Polyacrylate.
Embodiment 17: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, in thickener, polyacrylamide Amine, polyvinyl alcohol, Sodium Polyacrylate weight fraction ratio be 1: 2: 1.
Embodiment 18: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, in thickener, polyacrylamide Amine, polyvinyl alcohol, Sodium Polyacrylate weight fraction ratio be 1.2: 1: 1.
Embodiment 19: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, in step S1, what is be first added has The parts by weight of machine silicon defoaming agent are 0.1 part.
Embodiment 20: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, step S1 modification are as follows: by water, Water-reducing agent, slump retaining agent, air entraining agent, organic silicon defoamer, sodium thiosulfate, white sugar, dextrin, cellulose ether, sodium carbonate together into Row is sufficiently mixed, and forms mixture.
Comparative example 1: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, thiosulfuric acid is not included in component Sodium, sodium carbonate, white sugar, dextrin, cellulose ether, thickener, preparation process are identical as the preparation method of embodiment 1.
Comparative example 2: the wet surface layer additive of plate of mating formation, the difference from embodiment 1 is that, by retarder, slump retaining agent, bleed Agent, organic silicon defoamer, sodium thiosulfate, white sugar, dextrin, cellulose ether, sodium carbonate, thickener, water mix 15min together.
Test one: compressive strength test
Test method:
1. the preparation of base sample: P.O 52.5R cement 6.0kg, slag powders 1.0kg, sand 14.5kg, water consumption 3.5kg are used, It stirs evenly, is poured into fabric storage hopper in mortar mixer, after the good wet fabric of the automatic cloth of equipment and dry bottom material, die head Decline prepares paving plate to panel vibration pressurization is mated formation and vacuum is drawn water molding, and at 20 ± 2 DEG C of temperature, relative humidity is It is conserved under conditions of 60%~80% or more, obtains base sample.
2, P.O 52.5R cement 6.0kg, slag powders 1.0kg, sand 14.5kg, water consumption the preparation of test specimen: are used Corresponding additive 70g in 3.5kg, the embodiment 1-20 prepared, stirs evenly in mortar mixer, pours into fabric In storage hopper, after the good wet fabric of the automatic cloth of equipment and dry bottom material, die head decline pressurizes to panel vibration of mating formation and vacuum is drawn water Molding, it is identical with standard sample to prepare paving plate maintenance method, acquisition test specimen 1-20.
3, P.O 52.5R cement 6.0kg, slag powders 1.0kg, sand 14.5kg, water consumption the preparation of control sample: are used Corresponding additive 70g in 3.5kg, the comparative example 1-2 prepared, stirs evenly in mortar mixer, pours into fabric In storage hopper, after the good wet fabric of the automatic cloth of equipment and dry bottom material, die head decline pressurizes to panel vibration of mating formation and vacuum is drawn water Molding, it is identical with standard sample to prepare paving plate maintenance method, acquisition test specimen 1-2.
4, according to the detection method for face brick intensity of satisfying the need in GB 28635-2012, respectively to base sample, test specimen 1- 20 and control sample 1-2 carries out the detection of the 3rd day, the 28th day compression strength.
Test result: test specimen 1-20, base sample, the compression strength of control sample 1-2 are as shown in table 2.
The compression strength of 2 test specimen 1-20 of table, base sample, control sample 1-2
As shown in Table 2, in 1-28 days, test specimen 1-20 changes with compression strength more better than base sample, and The compression strength of control sample 1-2 be accordingly lower than base sample on day 1, the 3rd day, the 28th day when compression strength.Above-mentioned feelings Condition illustrates the complex role of sodium thiosulfate, sodium carbonate, white sugar, dextrin, cellulose ether, can be improved it is mixed after coagulation The early anti pressured intension of native test specimen.
Test two: air content and up time test
Using the concrete mix used in test sample preparation procedure in test one as test specimen 1-20;Using test The concrete mix used in control sample preparation process in two is as control sample 1-2.
Test method has a fabric mortar mixture of test specimen 1-20 and control sample 1-2 to standing mix respectively, and 1 hour After observe and record its steadiness;And per half an hour carries out mortar flowing to test specimen 1-20 and control sample 1-2 respectively Degree test, Mortar'S Flowability detection method reference standard JC/T 985-2017, when divergence is less than 110mm, record be can be used Time.
Test result: test specimen 1-20, the air content of control sample 1-2, up time are as shown in table 3.
3 test specimen 1-20 of table, the air content of control sample 1-2, up time
As shown in Table 3, in benchmark sample and test specimen 1-20 mortar mixture after standing 1 hour without sinking to the bottom or slightly sink Bottom, and the up time (fluidity be greater than 110mm), in 3.0h-3.5h, and the mortar mixture of control sample 1 and 2 is sunk to the bottom seriously, And the maximum up time be 2.0h, the additional symbols: retarder, air entraining agent, thickener, sodium thiosulfate, sodium carbonate, When organic silicon defoamer collective effect, it can make the additive to be formed that there is better stability to be not easy that component therein is made to sink The phenomenon that bottom, and make it have longer using the time.In addition, from the stability of control sample 2 and test specimen 1-20 and Up time, used preparation process was more advantageous to the performance table for improving the wet surface layer additive of plate of mating formation in contrast It is existing.
The above is only a preferred embodiment of the present invention, protection scope of the present invention is not limited merely to above-mentioned implementation Example, all technical solutions belonged under thinking of the present invention all belong to the scope of protection of the present invention.It should be pointed out that for the art Those of ordinary skill for, several improvements and modifications without departing from the principles of the present invention, these improvements and modifications It should be regarded as protection scope of the present invention.

Claims (9)

  1. The wet surface layer additive of plate 1. one kind is mated formation, which is characterized in that the component including following parts by weight:
    180-235 parts of water-reducing agent;
    50-93 parts of slump retaining agent;
    2.5-3.3 parts of air entraining agent;
    0.2-0.8 parts of organic silicon defoamer;
    1-2.1 parts of sodium thiosulfate;
    5-16 parts of white sugar;
    15-35 parts of dextrin;
    0.3-0.8 parts of cellulose ether;
    10-20 parts of sodium carbonate;
    5-18 parts of thickener;
    657.6-674.6 parts of water.
  2. 2. the wet surface layer additive of plate of mating formation according to claim 1, which is characterized in that outside the wet surface layer of plate of mating formation Adding agent includes the component of following parts by weight:
    180-200 parts of water-reducing agent;
    50-80 parts of slump retaining agent;
    2.5-3.0 parts of air entraining agent;
    0.2-0.4 parts of organic silicon defoamer;
    1-1.5 parts of sodium thiosulfate;
    5-10 parts of white sugar;
    15-30 parts of dextrin;
    0.5-0.8 parts of cellulose ether;
    10-15 parts of sodium carbonate;
    5-15 parts of thickener;
    657.6-673 parts of water.
  3. 3. the wet surface layer additive of plate of mating formation according to claim 1 or 2, which is characterized in that the slump retaining agent is poly- carboxylic Acid system slump retaining agent.
  4. 4. the wet surface layer additive of plate of mating formation according to claim 3, which is characterized in that the air entraining agent includes alkyl sulphur At least one of Barbiturates air entraining agent, saponin class composite air entraining agent, modified rosin hot polymerization species air entraining agent.
  5. 5. the wet surface layer additive of plate of mating formation according to claim 4, which is characterized in that the air entraining agent is by parts by weight Than the alkyl sulfonates air entraining agent for 1-2:1:1-3, saponin class composite air entraining agent, modified rosin hot polymerization species air entraining agent group At.
  6. 6. the wet surface layer additive of plate of mating formation according to claim 4, which is characterized in that the thickener includes polypropylene At least one of amide, polyvinyl alcohol, Sodium Polyacrylate.
  7. 7. the wet surface layer additive of plate of mating formation according to claim 6, which is characterized in that the thickener is by parts by weight Than polyacrylamide, polyvinyl alcohol, the Sodium Polyacrylate composition for 1-1.5:1-2:1.
  8. 8. the wet surface layer additive of plate of mating formation according to claim 6, which is characterized in that the water-reducing agent includes that silane changes At least one of property polycarboxylate water-reducer, citric acid-modified polycarboxylate water-reducer, hyperbranched modified polycarboxylic acid based water reducer.
  9. 9. a kind of preparation process of the wet surface layer additive of plate of mating formation, feature described in any one of claim 1-2 exist In including the following steps:
    The cellulose ether of corresponding parts by weight, dextrin are first uniformly mixed by S1, obtain the first mixture;
    Then water, the white sugar of corresponding parts by weight is successively added in S2 into agitated kettle, after mixing 10-15min, add step The mixture obtained in S1 continuess to mix 5-8min, obtains the second mixture;
    S2 system is added in the sodium thiosulfate of corresponding parts by weight, sodium carbonate, water-reducing agent, slump retaining agent, thickener, air entraining agent by S3 It in the second mixture obtained, is sufficiently mixed, is eventually adding the organic silicon defoamer of corresponding parts by weight, after mixing 5-8min, obtain The wet surface layer additive of the plate that must mat formation.
CN201810824463.8A 2018-07-24 2018-07-24 The wet surface layer additive of plate of mating formation and its preparation process Pending CN108947318A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810824463.8A CN108947318A (en) 2018-07-24 2018-07-24 The wet surface layer additive of plate of mating formation and its preparation process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810824463.8A CN108947318A (en) 2018-07-24 2018-07-24 The wet surface layer additive of plate of mating formation and its preparation process

Publications (1)

Publication Number Publication Date
CN108947318A true CN108947318A (en) 2018-12-07

Family

ID=64464757

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810824463.8A Pending CN108947318A (en) 2018-07-24 2018-07-24 The wet surface layer additive of plate of mating formation and its preparation process

Country Status (1)

Country Link
CN (1) CN108947318A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105948561A (en) * 2016-04-21 2016-09-21 张伟 Wet-mixed mortar additive
CN106186795A (en) * 2016-07-08 2016-12-07 江苏苏博特新材料股份有限公司 A kind of pervious concrete special additive and application thereof
CN107032655A (en) * 2017-03-02 2017-08-11 安徽鑫固环保股份有限公司 A kind of wet mixing mortar NEW TYPE OF COMPOSITE additive and preparation method thereof
CN107572957A (en) * 2017-09-15 2018-01-12 广西路桥工程集团有限公司 A kind of self-compaction non-shrinking steel pipe concrete
AU2014375161B2 (en) * 2014-01-03 2018-05-10 Saint-Gobain Placo Gypsum plaster-based material containing an EDTA metal complex
CN108264288A (en) * 2018-01-18 2018-07-10 成都建工赛利混凝土有限公司 Self-compacting concrete and its preparation process

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2014375161B2 (en) * 2014-01-03 2018-05-10 Saint-Gobain Placo Gypsum plaster-based material containing an EDTA metal complex
CN105948561A (en) * 2016-04-21 2016-09-21 张伟 Wet-mixed mortar additive
CN106186795A (en) * 2016-07-08 2016-12-07 江苏苏博特新材料股份有限公司 A kind of pervious concrete special additive and application thereof
CN107032655A (en) * 2017-03-02 2017-08-11 安徽鑫固环保股份有限公司 A kind of wet mixing mortar NEW TYPE OF COMPOSITE additive and preparation method thereof
CN107572957A (en) * 2017-09-15 2018-01-12 广西路桥工程集团有限公司 A kind of self-compaction non-shrinking steel pipe concrete
CN108264288A (en) * 2018-01-18 2018-07-10 成都建工赛利混凝土有限公司 Self-compacting concrete and its preparation process

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
张彬: "《混凝土外加剂及其应用手册》", 30 November 2012 *
耿加会等: "《商品混凝土生产与应用技术》", 30 November 2015 *

Similar Documents

Publication Publication Date Title
CN102503201B (en) Pre-coated sand, preparation method thereof and composite water permeable brick
CN110668750B (en) Special high-impermeability compensation shrinkage concrete for urban underground comprehensive pipe gallery and preparation method thereof
CN108996962A (en) Anti-permeation cracking-resistant concrete and preparation method thereof
CN101182139A (en) Masonry cement having higher strength and water retention
CN102145990A (en) AC series cement-based self-leveling mortar for floor and preparation method thereof
CN106396586A (en) Cement-based self-levelling abrader mortar
CN107572958A (en) Ultra-low viscosity cement slurry and preparation method thereof
CN101624276A (en) Unitary cementitious material system surfacing self-leveling floor mortar
CN106145785A (en) A kind of steel slag concrete
CN109354463A (en) Impervious freeze proof C30 concrete of one kind and preparation method thereof
CN110240450A (en) A kind of high cracking resistance lower shrinkage high performance concrete suitable for high temperature River Valley Region
CN105801165A (en) Mixed foamed sludge light-weight permeable composition used for roadbed filling and preparation method thereof
CN102399073A (en) Formula and preparation process for dry-mixed mortar
CN107117856A (en) Pure pulvis pervious concrete reinforcing agent and its application method with nanometer humidification
CN103553490B (en) A kind of high-collapse-retentivity concrete and its preparation method and application
CN111620589A (en) Cement grouting material additive capable of adapting to various working conditions and improving performance of grouting material and preparation method and application thereof
CN102503321A (en) Cement base self-leveling for cushion layer
CN102898065A (en) Cracking and hollowing resistant aerated concrete water repellent and use method thereof
CN109206093A (en) A kind of high-flowing concrete mixture and preparation method thereof
CN101786826B (en) Ready-mixed mortar thickening plasticity-maintaining agent
CN107935518B (en) Environment-friendly high-content steel slag self-leveling mortar and preparation method thereof
CN110590216A (en) Permeable concrete liquid reinforcing agent and preparation method and use method thereof
CN110510975A (en) A kind of fluidly terrace material and its application
CN105503067A (en) Polymer-cement based waterproof mortar and application thereof
CN107935508A (en) A kind of artificial slabstone and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20181207