CN109485299A - A kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability - Google Patents

A kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability Download PDF

Info

Publication number
CN109485299A
CN109485299A CN201811525000.8A CN201811525000A CN109485299A CN 109485299 A CN109485299 A CN 109485299A CN 201811525000 A CN201811525000 A CN 201811525000A CN 109485299 A CN109485299 A CN 109485299A
Authority
CN
China
Prior art keywords
self
concrete
modified
terephthalic acid
concrete structure
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.)
Granted
Application number
CN201811525000.8A
Other languages
Chinese (zh)
Other versions
CN109485299B (en
Inventor
吴杰
周兴邦
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.)
Wuhan huibangping Engineering Co., Ltd
Original Assignee
Wuhan Jingning Good Helper 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 Wuhan Jingning Good Helper Technology Co Ltd filed Critical Wuhan Jingning Good Helper Technology Co Ltd
Priority to CN201811525000.8A priority Critical patent/CN109485299B/en
Publication of CN109485299A publication Critical patent/CN109485299A/en
Application granted granted Critical
Publication of CN109485299B publication Critical patent/CN109485299B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/65Water proofers or repellants

Abstract

The invention discloses a kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability, is made of the raw material of following mass percent: swelling agent 40%~60%, aluminium oxide 2%~6%, zinc sulfate 2%~5%, water-retaining agent 7%~15%, modified fluoride-containing silicone oil 4%-12%, anti-crack fiber 12%~26%, modified terephthalic acid (TPA) multivalent metal salt 2%~8%.Multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the invention, the dispersibility of each raw material in concrete not only can be improved, reduce hole in concrete, increase the density of concrete, its water retention property can be improved simultaneously, shrinkage is reduced, and improves its waterproofness and the impervious cryoprotective effects of cracking resistance.

Description

A kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability
Technical field
The present invention relates to concrete additive fields, and specifically, the present invention provides a kind of with self-reparing capability Multiple-effect concrete structure self-waterproofing additive.
Background technique
With the progress of society and the improvement of people's living standards, people are to the quality of modern architecture material and wanting for function It asks higher and higher, puts waterproof performance and durability especially for the cracking resistance of concrete.The cracking of concrete is mainly by following original Because caused by: one, deformation can be caused to lead to cracking and seep water existing because of temperature shrinkage and dry shrink in concrete hydrating hardening process As this can seriously affect the durability of concrete;Two, internal after concrete forming to be uniformly distributed tiny stomata, concrete will Due to hydrostatic pressing and capillarity, there is infiltration phenomenon, lower infiltration of accumulating over a long period is to concrete and mortar even building structure Can have a significant impact.Therefore waterproof has an important influence construction quality, solves cracking and seepage problem is that people study coagulation One of the important directions of soil.
Waterproofing agent, which can be divided into inorganic water-proof agent, organic waterproof agent and inorganic-organic hybrid concrete by its chemical component, to be prevented Aqua.Inorganic water-proof agent mainly passes through inorganic compound (villaumite of such as iron or aluminium) and reduces hole in concrete, improves closely knit Property and impermeability.Organic waterproof agent, which mainly passes through organic compound (such as stearic acid), makes concrete surface form hydrophobic surface, It improves impervious.The effects of inorganic-organic hybrid concrete waterproofer is inorganic-organic hybrid system, plays waterproof, plasticizing.
It is anti-from anti-crack water-proof agent and external coating can be divided into structure for difference in the way of solving concrete cracking seepage problem Aqua: what structure was generallyd use from anti-cracking waterproof is swelling agent, is asked by the means that expansion compensation is shunk to reduce crack and water leakage Topic, swelling agent are generally powder, and easily disperse does not increase the risk used;Outer waterproofing agent is mainly silanes waterproof and anticorrosion Coating, construction technology is cumbersome, and the coating on surface is prone to wear or falls off, and the service life is usually no more than 20 years.Technical fiber is normal Being used for concrete structure can be improved anti-impact force, the bending resistance of concrete as a kind of reinforcing material, and then improve it Cracking resistance and waterproof performance, but under normal circumstances technical fiber exist in concrete be difficult to disperse and with matrix poor adhesion The disadvantages of, it is restricted its application, also makes its effect of prestressed unstable.
Chinese patent CN102701635A discloses a kind of nano composite expansion antimitotic agent, and component and content are as follows: Calcium sulphoaluminate 9.2%-27.5%, calcium aluminate 6.8%-11.2%, calcium hydroxide 7.1%-15.4%, PSP silicone powder 4.8%-13.6%, sodium metasilicate 3.6%-7.5%, ethylenediamine sodium phosphate 0.1%-3.2%, iron powder 0.5%-2.5%, borax 1.0%-3.3%, manganese dioxide 0.1%-0.5%, polypropylene fibre 0.1%-2.4%, disodium ethylene diamine tetraacetate 0.1%- 0.8%, sodium tripolyphosphate 1.8%-4.3%, flyash 15.2%-22.5%, amino-benzene oxygen naphthalene sulfonate 5.3%- 11.6%, FP nanometer polymer 5.1%-8.5%.The expansion and concrete shrinkage synchronized development that the invention product generates, not Same time, different magnitude, different crystal mineral different role mechanism under, the filler of generation can effectively be filled in concrete In slit.In the constraint by reinforcing bar and ortho position, the compressive pre-stress of 0.3MPa-0.8MPa can be generated, it is different in concrete There are different expansion mine Xiang Shengcheng, the very effective early-age plastic shrinkage for controlling concrete and cement mortar, drying shrinkage etc. in age The generation and development of non-structural crack.But directly fiber is added to exist in concrete in the patent and is difficult to asking for dispersibility It inscribes, is easy to produce a large amount of bubbles in mixed process, and the poor adhesion of fiber and matrix can reduce its stability of anti-crack.And it should Invention antimitotic agent can not improve the surface hydrophobic performance and impermeability of concrete, once there is fine cracks, moisture in concrete Being easy from crack to penetrate into inside concrete will lead to concrete service life and substantially reduces.
Chinese patent CN104944822A discloses a kind of Expansive Waterproofing Admixture and preparation method thereof, and described is anti- Aqua is prepared by each component of following weight: 15~65 parts of magnesium phosphate, 5~15 parts of magnesium ground-slag, and flyash 10~30 Part, 0.5~1 part of aluminium slag powder, 1~5 part of calcium silicates, 1~3 part of talcum powder, 1~3 part of dilute hydrochloric acid.The waterproofing agent preparation method It is that first weighed magnesium phosphate is placed in agitator by above-mentioned each component weight correct amount, then by weighed magnesium Ground-slag, flyash, aluminium slag powder, calcium silicates, talcum powder and dilute hydrochloric acid sequentially add in magnesium phosphate, are stirred using mechanical agitator. Through being sufficiently stirred, in equal refining without after granule up to the Expansive Waterproofing Admixture.The invention preparation method is simple, Easy to operate and at low cost, the waterproofing agent of preparation has nontoxic a, advantages such as volume is few, and alkalinity is low, but the patent waterproofing agent pair In the anti-impact force of concrete, bending resistance, there is no improvement results, and concrete is caused still to be easy to produce because of external force or freeze thawing Raw crack, and the invention antimitotic agent can not improve the surface hydrophobic performance and impermeability of concrete, once concrete occurs Fine cracks, moisture, which is easy from crack to penetrate into inside concrete, will lead to concrete service life and substantially reduces.
The effect of existing waterproofing agent is relatively simple, water-proofing anticracking is ineffective, not to the durability improvement effect of concrete It is good.Therefore it is badly in need of developing a kind of concrete water-proof additive of excellent combination property.
Summary of the invention
For the deficiency of the above technology, present invention seek to address that prior art problem, provides a kind of with self-reparing capability Multiple-effect concrete structure self-waterproofing additive, not only can be improved the dispersibility of each raw material in concrete, reduce in concrete Hole, increases the density of concrete, while its water retention property can be improved, and reduces shrinkage, and improves its waterproofness and resist Split impervious cryoprotective effects.
Multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the invention, by following mass percent Raw material composition: swelling agent 40%~60%, zinc sulfate 2%~5%, water-retaining agent 7%~15%, is modified aluminium oxide 2%~6% Fluorine containing silicone oil 4%-12%, anti-crack fiber 12%~26%, modified terephthalic acid (TPA) multivalent metal salt 2%~8%.
Preferably, the anti-crack fiber is polypropylene fibre, polyester fiber, Fypro, vinal, poly- third At least one of alkene nitrile fiber, basalt fibre.
Preferably, the water-retaining agent is TYLOSE 30000, in ethoxyl methyl cellulose ether, cellulose ether It is one or more.
Preferably, the swelling agent is Azodicarbonamide, toluene sulfonyl hydrazide, calcium oxide, calcium sulphoaluminate, magnesia expansion One of agent is a variety of.
Preferably, have the multiple-effect concrete structure self-waterproofing additive of self-reparing capability by the original of following mass percent Material composition: swelling agent 50%, aluminium oxide 4%, zinc sulfate 3%, water-retaining agent 10%, modified fluoride-containing silicone oil 8%, anti-crack fiber 20%, modified terephthalic acid (TPA) multivalent metal salt 5%;The swelling agent is mixed by 10% toluene sulfonyl hydrazide with 90% calcium oxide It forms;The anti-crack fiber is mixed by 20% Fypro and 80% basalt fibre;The diameter of fiber is 10~20 μ M, length are 1~3cm.
The modified fluoride-containing silicone oil is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils, 30~40 parts of allyl glycidyl ethers are mixed and Karst catalyst is added, stirred Heating is mixed, in 40~50 DEG C of 1~2h of reaction, obtains the fluorine containing silicone oil containing epoxy group;
(S2) 0.1~0.3 part of dimethyl benzylamine and 2~3 part ten are added in the fluorine containing silicone oil obtained containing epoxy group Eight carbon -9,12- dienoic acids, stirring heating, in 100~110 DEG C of 3~4h of reaction, obtain modified fluoride-containing silicone oil.
Preferably, polyvalent metal is calcium, magnesium, zinc, at least one in iron in the modified terephthalic acid (TPA) multivalent metal salt Kind.
The preparation method of the modified terephthalic acid (TPA) multivalent metal salt includes the following steps:
(S1) prepare or configure terephthalic acid (TPA) sodium solution;
One of following three method can be used:
(1) terephthalic acid (TPA) reacts in water with sodium hydroxide generates terephthalic acid (TPA) sodium solution;
(2) water configuration solution directly is dissolved in using para-phthalic sodium;
(3) pass through the Recycling of waste liquid of alkaline solution treatment using the nylon fabric containing para-phthalic sodium;
(S2) be added in phthalic acid sodium solution the polyvalent metal chloride stirring generate with the crystallization water to benzene two Formic acid multivalent metal salt solid precipitating;
(S3) it will dry 8~12 hours, obtain through 80~120 DEG C after the precipitating filtering of terephthalic acid (TPA) multivalent metal salt solid The metal salt of terephthalic acid powder of no crystal water;
(S4) modified pair is made using hydrophobicity room temperature solid organic acid and metal salt of terephthalic acid powder mixed grinding Phthalic acid multivalent metal salt.
Preferably, the hydrophobicity room temperature solid organic acid is at least one of stearic acid, lauric acid.
It is highly preferred that the modified terephthalic acid (TPA) multivalent metal salt is modified terephthalic acid (TPA) calcium.
The terephthalic acid (TPA) multivalent metal salt of no crystal water, can be first when meeting water by taking terephthalic acid (TPA) calcium powder body as an example Dissolution is recrystallised to the terephthalic acid (TPA) calcium crystal containing the crystallization water, and volume increases.Fine fisssure is repaired with crystal permeability plug-hole Seam behavior.It is modified by surface, delay secondary crystallization rate, makes it in concrete aqueous mixture condensation hardening process early period In, the terephthalic acid (TPA) calcium powder body of no crystal water is without secondary crystallization behavior, as long as seeping water in later period crack, surface coating layer Long period of soaking is gradually destroyed in alkaline solution, and the terephthalic acid (TPA) calcium powder body of internal no crystal water is contacted with water just starts two Secondary crystallization forms plug-hole repair.
Powder hydrophobicity modified simultaneously, it helps the hydrophobicity of inside concrete improves concrete impervious ability.
Multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the invention the preparation method comprises the following steps: by cracking resistance Fiber and modified fluoride-containing silicone oil are dispersed with stirring uniformly, and swelling agent is then added, aluminium oxide, zinc sulfate, water-retaining agent, is modified to benzene two Formic acid multivalent metal salt, which stirs evenly, can be prepared by.
Additive amount of the multiple-effect concrete structure self-waterproofing additive in concrete with self-reparing capability of the invention It is the 2%~5% of cement consumption.
Fluorine containing silicone oil is a kind of preferable silicone oil of hydrophobic, and fluorine containing silicone oil is modified by the present invention, modified fluoride-containing silicone oil phase It is more preferable to the compatibility of unmodified fluorine containing silicone oil and concrete, for agent on crack resistance of concrete water penetration not only to can be improved in concrete Property, bubble in concrete is substantially reduced, and modified fluoride-containing silicone oil can be adsorbed on the surface of anti-crack fiber and concrete, improves cracking resistance The dispersibility of fiber and concrete, is dispersed in anti-crack fiber in concrete, and the active group on modified fluoride-containing silicone oil The adhesiveness of anti-crack fiber and concrete can be improved, modified fluoride-containing silicone oil collaboration anti-crack fiber greatly improves the tough of concrete Property, flexural strength and frost resistance;Swelling agent and aluminium oxide and zinc sulfate etc. cooperate in course of hardening slowly Reaction persistently generates expansion compensation temperature shrinkage and dry contraction;Concrete water retention property, water-retaining agent can be improved in addition water-retaining agent The surface tension for reducing concrete liquid phase is cooperateed with modified fluoride-containing silicone oil, is reduced capillary channel, is reduced the generation of desciccation crack.Change Property terephthalic acid (TPA) multivalent metal salt and fluorine containing silicone oil synergistic effect substantially improve the inner hydrophobic of concrete, improve impervious Energy.
Compared with prior art, the multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the invention has Beneficial effect are as follows:
(1) bubble that need to can be only substantially reduced compared with low-dosage in concrete, improves the density of concrete, improves coagulation
The hydrophobic of soil is impervious.
(2) modified fluoride-containing silicone oil cooperates with anti-crack fiber, improves anti-crack fiber and concrete dispersibility and adhesiveness, mentions significantly
Toughness, flexural strength and the frost resistance of high concrete.
(3) modified terephthalic acid (TPA) multivalent metal salt has plug-hole repair, and modified synergic fluorine containing silicone oil and cracking resistance It is fine
Dimension is greatly improved the hydrophobicity of inside concrete, improves concrete impervious ability.
(4) swelling agent, aluminium oxide and zinc sulfate and water-retaining agent and modified fluoride-containing silicone oil, modified terephthalic acid (TPA) multivalence gold
Belong to salt and mutually cooperate with the generation for substantially reducing crack, improves impervious frost resistance.
Specific embodiment
For better comparative experiments effect, modified terephthalic acid (TPA) multivalent metal salt uses following phase in present embodiment Same method preparation:
(S1) water configuration solution directly is dissolved in using para-phthalic sodium;
(S2) the chloride stirring that the polyvalent metal is added in phthalic acid sodium solution generates the terephthaldehyde with the crystallization water Sour multivalent metal salt solid precipitating;
(S3) it will dry 8~12 hours, obtain through 80~120 DEG C after the precipitating filtering of terephthalic acid (TPA) multivalent metal salt solid The metal salt of terephthalic acid powder of no crystal water;
(S4) it is mixed using lauric acid with metal salt of terephthalic acid powder with 1:3 mass ratio and is ground in the ball mill Modified terephthalic acid (TPA) multivalent metal salt is made in 20min.
Clear, complete description is carried out to each technical solution of the present invention with reference to embodiments, it is clear that described implementation Example is only a part of the embodiments of the present invention, instead of all the embodiments.Based on the embodiment of the present invention, this field is common Technical staff's obtained all other embodiment without making creative work belongs to the present invention and is protected Range.Those skilled in the art according to method, process route made by following implementation, function equivalent transformation or replace Generation, all belong to the scope of protection of the present invention within.
Embodiment 1
The multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the present embodiment, by following mass percent Raw material composition: calcium oxide swelling agent 60%, aluminium oxide 2%, zinc sulfate 2%, TYLOSE 30000 12%, modified fluoride-containing silicon Oil 4%, polypropylene fibre (3~5 μm of diameter, 5~8mm of length) 12%, modified terephthalic acid (TPA) iron 8%.
The modified fluoride-containing silicone oil is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils (hydrogen content 0.4%, viscosity 50cs), 40 parts of allyl glycidyl ethers are mixed Karst catalyst, which is added, makes Pt content 20ppm in mixture, and stirring heating in 50 DEG C of reaction 1h, is obtained containing epoxy group Fluorine containing silicone oil;
(S2) 0.3 part of dimethyl benzylamine and 3 parts of Linolenic Acids are added in the fluorine containing silicone oil obtained containing epoxy group, 12- dienoic acid, stirring heating, in 110 DEG C of reaction 4h, obtains modified fluoride-containing silicone oil.
Embodiment 2
The multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the present embodiment, by following mass percent Raw material composition: Azodicarbonamide swelling agent 40%, aluminium oxide 6%, zinc sulfate 5%, ethoxyl methyl cellulose ether 10%, Modified fluoride-containing silicone oil 11%, basalt fibre (30~50 μm of diameter, 1~3cm of length) 26%, modified terephthalic acid (TPA) magnesium 2%.
The modified fluoride-containing silicone oil is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils (hydrogen content 0.6%, viscosity 25cs), 30 parts of allyl glycidyl ethers are mixed Karst catalyst, which is added, makes Pt content 10ppm in mixture, and stirring heating in 40 DEG C of reaction 2h, is obtained containing epoxy group Fluorine containing silicone oil;
(S2) 0.3 part of dimethyl benzylamine and 3 parts of Linolenic Acids are added in the fluorine containing silicone oil obtained containing epoxy group, 12- dienoic acid, stirring heating, in 100 DEG C of reaction 3h, obtains modified fluoride-containing silicone oil.
Embodiment 3
The multiple-effect concrete structure self-waterproofing additive with self-reparing capability of the present embodiment, by following mass percent Raw material composition: it is swelling agent 50%, aluminium oxide 4%, zinc sulfate 3%, cellulose ether 10%, modified fluoride-containing silicone oil 8%, anti- Split fiber 20%, modified terephthalic acid (TPA) calcium 5%;The swelling agent mixed by 10% toluene sulfonyl hydrazide with 90% calcium oxide and At;The anti-crack fiber is mixed by 20% Fypro and 80% basalt fibre;The diameter of fiber is 10~20 μm, Length is 1~3cm.
The modified fluoride-containing silicone oil is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils (hydrogen content 0.5%, viscosity 30cs), 35 parts of allyl glycidyl ethers are mixed Karst catalyst, which is added, makes Pt content 15ppm in mixture, and stirring heating in 40 DEG C of reaction 2h, is obtained containing epoxy group Fluorine containing silicone oil;
(S2) 0.2 part of dimethyl benzylamine and 3 parts of Linolenic Acids are added in the fluorine containing silicone oil obtained containing epoxy group, 12- dienoic acid, stirring heating, in 110 DEG C of reaction 3h, obtains modified fluoride-containing silicone oil.
Comparative example 1
Compared to embodiment 3, modified fluoride-containing silicone oil in embodiment 3 is replaced with non-modified hydrogeneous fluorine silicon by this comparative example Oil, it is other same as Example 3.
The waterproof additive of this comparative example and concrete after mixing, stand storage 10min, concrete surface occur compared with More oil slick.
Comparative example 2
Compared to embodiment 3, this comparative example, which is reduced, does not contain anti-crack fiber in component, other same as Example 3.
Comparative example 3
Compared to embodiment 3, the modified fluoride-containing silicone oil of this comparative example is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils (hydrogen content 0.5%, viscosity 30cs), 35 parts of allyl glycidyl ethers are mixed Karst catalyst, which is added, makes Pt content 15ppm in mixture, and stirring heating in 40 DEG C of reaction 2h, obtains modified fluoride-containing silicon Oil.
The waterproof additive and concrete of this comparative example after mixing, stand storage 10min, and concrete surface lacks Measure oil slick.
Comparative example 4
Compared to embodiment 3, modified fluoride-containing silicone oil is substituted for glycerine by this comparative example, other same as Example 3.
Comparative example 5
Compared to embodiment 3, this comparative example removes modified terephthalic acid (TPA) calcium, other same as Example 3.
As a control group with normal concrete, waterproof additive is not added in normal concrete, embodiment and comparative example Waterproof additive is added in concrete with the 3% of cement quality, detects the properties of embodiment and comparative example.Benchmark coagulation Raw material ratio used in soil is shown in Table 1.
Test item includes: the static contact angle and mechanical property and the impervious performances such as freeze proof of concrete surface and water. Concrete crushing strength, flexural strength, shrinkage ratio are carried out according to JCT474-2008 " mortar concrete waterproofing agent professional standard " Test, early anti-cracking behavior can measure test with reference to T/CECS10001-2017 " for the waterproofing and anti-leakage composite material in concrete " Middle progress.Seepage-resistant grade test is carried out referring to GB50108-2008 " Technical code for water proof in underground engineering ";Freeze proof level estimate ginseng It is carried out according to GBJ50164-2011 " Standard for quality control of concrete ".Test result is shown in Table 2.
1 normal concrete of table matches (unit K g/m3)
Table 2: the test result of different waterproof additives is added in normal concrete
Relative datum concrete can be seen that by above-mentioned test result, by the embodiment of the present invention with self-reparing capability After multiple-effect concrete structure self-waterproofing additive application is into concrete, the Static water contact angles of concrete can be greatly improved, The bubble inside fresh concrete is reduced, promotes its mechanical property, especially its 28 days flexural strength, and can effectively drop The shrinking percentage of low concrete, improve concrete seepage-resistant grade and freeze proof grade.
After the self waterproofing additive of the embodiment of the present invention is added in normal concrete, the air content of normal concrete from 2.4% be reduced to 1.6% hereinafter, and mix the embodiment of the present invention self waterproofing additive concrete compared to normal concrete It being significantly improved with the static contact angle of water, flexural strength improves each ratio material matching of 10% or more, especially embodiment 3, Comprehensive performance is more best, and shrinking percentage and fracture coefficient significantly reduce, and freeze proof grade and seepage-resistant grade significantly improve.
And individually comparative example 1,3,4 and embodiment 3 are it can be found that if modified fluoride-containing silicone oil being removed, replace or is changed Preparation method can all be such that the air content in concrete increases, and significantly reduce with the static contact angle of water, mechanical property and impervious Freeze proof grade is significantly reduced, and the concrete of comparative example 1 and 3 mixed with additive after be easy to appear oil slick.This illustrates this The modified fluoride-containing silicone oil of invention preparation can significantly improve concrete surface waterproofness and reduce air content therein, this may be Since the active group in modified fluoride-containing silicone oil can be formed on its surface grafting in conjunction with concrete or anti-crack fiber, this Its dispersibility not only can be improved in sample, can also improve its toughness and water impermeability and anti-freezing property.Without modified or Changing preparation method can all make fluorine containing silicone oil compatibility in concrete poor, and the active group in fluorine containing silicone oil reduces, nothing Method is grafted on concrete or anti-crack fiber surface, so that its dispersibility and impervious frost resistance can not be significantly improved.
In comparative example 2 when not adding anti-crack fiber, although the flexural strength of concrete, cracking resistance are compared with normal concrete It increases, but improvement is significantly not so good as embodiment 3, opposite its seepage-resistant grade of embodiment 3 and freeze proof grade also significantly drop It is low.
Independent comparative example 5 and embodiment 3 it can be found that remove in modified terephthalic acid (TPA) multivalent metal salt concrete with water Static contact angle significantly reduce, impervious freeze proof grade is significantly reduced.This is because modified terephthalic acid (TPA) multivalent metal salt Not only there is plug-hole repair, it helps the hydrophobicity for improving inside concrete improves concrete impervious ability.
In view of the foregoing it is apparent that anti-crack fiber of the invention, modified fluoride-containing silicone oil, modified terephthalic acid (TPA) polyvalent metal The raw materials such as salt and swelling agent, water-retaining agent are with mutually acting synergistically, various raw materials of only arranging in pairs or groups within the scope of the present invention Using the intensity that could more significantly improve concrete, improve the performances such as water proof anti-seepage is freeze proof of concrete.Remove or change and appoints A kind of what raw material or the preparation method for changing modified fluoride-containing silicone oil can all make a significant impact its effect.
The basic principles, main features and advantages of the invention have been shown and described above, while there has been shown and described that The embodiment of the present invention, for the ordinary skill in the art, it is possible to understand that do not departing from the principle of the present invention and essence A variety of change, modification, replacement and modification can be carried out to these embodiments in the case where mind, the scope of the present invention is by appended right It is required that and its equivalent restriction.

Claims (9)

1. a kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability, which is characterized in that by following quality hundred The raw material of ratio is divided to form: swelling agent 40%~60%, aluminium oxide 2%~6%, zinc sulfate 2%~5%, water-retaining agent 7%~ 15%, modified fluoride-containing silicone oil 4%-12%, anti-crack fiber 12%~26%, modified terephthalic acid (TPA) multivalent metal salt 2%~ 8%.
2. the multiple-effect concrete structure self-waterproofing additive according to claim 1 with self-reparing capability, feature exist In, the anti-crack fiber be polypropylene fibre, it is polyester fiber, Fypro, vinal, polyacrylonitrile fibre, profound At least one of military rock fiber.
3. the multiple-effect concrete structure self-waterproofing additive according to claim 1 with self-reparing capability, feature exist In the water-retaining agent is one of TYLOSE 30000, ethoxyl methyl cellulose ether, cellulose ether or a variety of.
4. the multiple-effect concrete structure self-waterproofing additive according to claim 1 with self-reparing capability, feature exist In, the swelling agent be one of Azodicarbonamide, toluene sulfonyl hydrazide, calcium oxide, calcium sulphoaluminate, MgO expansion agent or It is a variety of.
5. the multiple-effect concrete structure self-waterproofing additive according to claim 1 with self-reparing capability, feature exist In being made of the raw material of following mass percent: swelling agent 50%, aluminium oxide 4%, zinc sulfate 3%, water-retaining agent 10%, modified Fluorine containing silicone oil 8%, anti-crack fiber 20%, modified terephthalic acid (TPA) multivalent metal salt 5%;
The swelling agent is mixed by 10% toluene sulfonyl hydrazide with 90% calcium oxide;The anti-crack fiber is by 20% polyamide Fiber and 80% basalt fibre mix;The diameter of fiber is 10~20 μm, and length is 1~3cm.
6. according to claim 1 to 5 described in any item multiple-effect concrete structure self-waterproofing additives with self-reparing capability, It is characterized in that, the modified fluoride-containing silicone oil is prepared by following methods:
(S1) 100 parts of hydrogeneous fluorosilicon oils, 30~40 parts of allyl glycidyl ethers are mixed and Karst catalyst is added, stirring rises Temperature obtains the fluorine containing silicone oil containing epoxy group in 40~50 DEG C of 1~2h of reaction;
(S2) 0.1~0.3 part of dimethyl benzylamine and 2~3 part of 18 carbon-are added in the fluorine containing silicone oil obtained containing epoxy group 9,12- dienoic acids, stirring heating, in 100~110 DEG C of 3~4h of reaction, obtain modified fluoride-containing silicone oil.
7. according to claim 1 to 5 described in any item multiple-effect concrete structure self-waterproofing additives with self-reparing capability, It is characterized in that, polyvalent metal is at least one of calcium, magnesium, zinc, iron in the modified terephthalic acid (TPA) multivalent metal salt.
8. the multiple-effect concrete structure self-waterproofing additive according to claim 7 with self-reparing capability, feature exist In the preparation method of the modified terephthalic acid (TPA) multivalent metal salt includes the following steps:
(S1) prepare or configure terephthalic acid (TPA) sodium solution;
(S2) the chloride stirring that the polyvalent metal is added in phthalic acid sodium solution generates the terephthalic acid (TPA) with the crystallization water Multivalent metal salt solid precipitating;
(S3) it will be dried 8~12 hours after the precipitating filtering of terephthalic acid (TPA) multivalent metal salt solid through 80~120 DEG C, obtain no knot The metal salt of terephthalic acid powder of brilliant water;
(S4) it is made modified to benzene two using hydrophobicity room temperature solid organic acid and metal salt of terephthalic acid powder mixed grinding Formic acid multivalent metal salt.
9. the multiple-effect concrete structure self-waterproofing additive according to claim 8 with self-reparing capability, feature exist In the hydrophobicity room temperature solid organic acid is at least one of stearic acid, lauric acid.
CN201811525000.8A 2018-12-13 2018-12-13 Multi-effect concrete structure self-waterproof additive with self-repairing capability Active CN109485299B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811525000.8A CN109485299B (en) 2018-12-13 2018-12-13 Multi-effect concrete structure self-waterproof additive with self-repairing capability

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811525000.8A CN109485299B (en) 2018-12-13 2018-12-13 Multi-effect concrete structure self-waterproof additive with self-repairing capability

Publications (2)

Publication Number Publication Date
CN109485299A true CN109485299A (en) 2019-03-19
CN109485299B CN109485299B (en) 2021-07-20

Family

ID=65710258

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811525000.8A Active CN109485299B (en) 2018-12-13 2018-12-13 Multi-effect concrete structure self-waterproof additive with self-repairing capability

Country Status (1)

Country Link
CN (1) CN109485299B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114478064A (en) * 2021-12-28 2022-05-13 青岛理工大学 Concrete curing agent, curing coating and preparation method thereof
CN116332560A (en) * 2023-03-16 2023-06-27 江苏同禹新材料科技有限公司 Anti-cracking waterproof composite additive for concrete and preparation method and application thereof
CN117383843A (en) * 2023-08-30 2024-01-12 福建源鑫建材有限公司 High-strength all-solid waste cementing material and preparation method and application thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101462843A (en) * 2008-12-17 2009-06-24 同济大学 Marine concrete corrosion resistant additive and preparation thereof
CN102815883A (en) * 2012-08-29 2012-12-12 河南铝城聚能实业有限公司 Fiber composite capillary-crystalline expanding agent and preparation method thereof
WO2014053341A1 (en) * 2012-10-04 2014-04-10 Construction Research & Technology Gmbh Hydraulic composition
CN104556819A (en) * 2014-12-25 2015-04-29 日照弗尔曼新材料科技有限公司 Marine engineering concrete corrosion inhibitor
CN106927713A (en) * 2017-04-06 2017-07-07 日照市海洋工程研究院 A kind of maritime concrete anti-crack and anti-seepage additive

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101462843A (en) * 2008-12-17 2009-06-24 同济大学 Marine concrete corrosion resistant additive and preparation thereof
CN102815883A (en) * 2012-08-29 2012-12-12 河南铝城聚能实业有限公司 Fiber composite capillary-crystalline expanding agent and preparation method thereof
WO2014053341A1 (en) * 2012-10-04 2014-04-10 Construction Research & Technology Gmbh Hydraulic composition
CN104556819A (en) * 2014-12-25 2015-04-29 日照弗尔曼新材料科技有限公司 Marine engineering concrete corrosion inhibitor
CN106927713A (en) * 2017-04-06 2017-07-07 日照市海洋工程研究院 A kind of maritime concrete anti-crack and anti-seepage additive

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114478064A (en) * 2021-12-28 2022-05-13 青岛理工大学 Concrete curing agent, curing coating and preparation method thereof
US11802092B2 (en) 2021-12-28 2023-10-31 Qingdao university of technology Concrete curing agent, curing coating layer and preparation method thereof
CN116332560A (en) * 2023-03-16 2023-06-27 江苏同禹新材料科技有限公司 Anti-cracking waterproof composite additive for concrete and preparation method and application thereof
CN117383843A (en) * 2023-08-30 2024-01-12 福建源鑫建材有限公司 High-strength all-solid waste cementing material and preparation method and application thereof
CN117383843B (en) * 2023-08-30 2024-04-12 福建源鑫建材有限公司 High-strength all-solid waste cementing material and preparation method and application thereof

Also Published As

Publication number Publication date
CN109485299B (en) 2021-07-20

Similar Documents

Publication Publication Date Title
CN106946518B (en) A kind of accelerated cement base infiltration crystallization type selfreparing waterproof material and preparation method thereof
AU748229B2 (en) Waterproofing additive for cement and concrete comprising modified pozzolanic materials
CN105272065B (en) A kind of cementitious capillary waterproofing material for building
CN109485299A (en) A kind of multiple-effect concrete structure self-waterproofing additive with self-reparing capability
KR101636283B1 (en) Pile grouting materials using ferronickel slag
CN109305785A (en) A kind of high-strength utilizing solidified earth from sludge curing agent and preparation method thereof
CN110015878A (en) A kind of prefabricated component concrete and its preparation process
US4537633A (en) Portland cement, process for preparing same, and compositions containing same
KR101033652B1 (en) Manufacturing method of liquid composition for water-proof in concrete and concrete composition using the same
CN111807779B (en) High-strength waterproof soil consolidation agent
CN105948553A (en) Sulfate-resistant anti-corrosion agent for cement-based material
CN108558292A (en) A kind of anti-crack concrete mixture and preparation method thereof
CN110041035A (en) A kind of C30 high-impermeable concrete of low cement amount and preparation method thereof
KR101579804B1 (en) Manufacturing methode of liquid self waterproofing admixture, composition and methode of construction using the same
KR101550220B1 (en) Powder-type self waterproofing admixture, manufacturing methode of the same and methode of construction using the same
CN103755213A (en) Preparation method of multifunctional efficient concrete water-proofing agent
KR102337977B1 (en) Grouting Chemical Liquid Composition for Water Leakage and Reinforcement of Ground and Constructing Methods Using Thereof
CN109796163A (en) A kind of anti-shrinkage concrete and its preparation process
CN111606599B (en) Polymer modifier for concrete, preparation method and impervious waterproof concrete
CN113387637A (en) Anti-cracking and anti-corrosion concrete and preparation method thereof
CN105503067A (en) Polymer-cement based waterproof mortar and application thereof
KR100500151B1 (en) Method of preparing waterproof admixture for waterproofing and anticorrosive treatment of concrete, and waterproof admixture prepared thereby
KR100755492B1 (en) Waterproofing admixture composition in liquid phase for concrete and manufacturing method thereof
KR101410796B1 (en) Rapid solidified agent for deep mixing method on sea
KR20080022657A (en) Liquid composition for water-proof in concrete

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
TA01 Transfer of patent application right

Effective date of registration: 20200622

Address after: 430000 room 731, 1-7 / F, building 1, Jianshe 3rd road, Qingshan District, Wuhan City, Hubei Province

Applicant after: Wuhan huibangping Engineering Co., Ltd

Address before: 430000 No. 0605, Four Buildings, Phase I, Wuhan International Steel Logistics Service Center (Steel Valley), Qingshan Town, Qingshan District, Wuhan City, Hubei Province

Applicant before: WUHAN JINGNING HAOBANGSHOU TECHNOLOGY Co.,Ltd.

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant