CN105712740A - Nano core-shell structure organic-inorganic compound concrete protective agent and preparation method and application thereof - Google Patents
Nano core-shell structure organic-inorganic compound concrete protective agent and preparation method and application thereof Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 105
- 239000003223 protective agent Substances 0.000 title claims abstract description 54
- 239000011258 core-shell material Substances 0.000 title claims abstract description 37
- 238000002360 preparation method Methods 0.000 title abstract description 14
- 229910010272 inorganic material Inorganic materials 0.000 title abstract description 3
- 239000002131 composite material Substances 0.000 claims abstract description 33
- 229910000077 silane Inorganic materials 0.000 claims abstract description 30
- BLRPTPMANUNPDV-UHFFFAOYSA-N Silane Chemical compound [SiH4] BLRPTPMANUNPDV-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000000463 material Substances 0.000 claims abstract description 27
- 230000001681 protective effect Effects 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 36
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 19
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 claims description 18
- BOTDANWDWHJENH-UHFFFAOYSA-N Tetraethyl orthosilicate Chemical compound CCO[Si](OCC)(OCC)OCC BOTDANWDWHJENH-UHFFFAOYSA-N 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 15
- WYURNTSHIVDZCO-UHFFFAOYSA-N Tetrahydrofuran Chemical group C1CCOC1 WYURNTSHIVDZCO-UHFFFAOYSA-N 0.000 claims description 14
- 125000001165 hydrophobic group Chemical group 0.000 claims description 14
- 239000008367 deionised water Substances 0.000 claims description 11
- 229910021641 deionized water Inorganic materials 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 11
- 239000003495 polar organic solvent Substances 0.000 claims description 9
- 239000003513 alkali Substances 0.000 claims description 8
- 239000002994 raw material Substances 0.000 claims description 8
- YLQBMQCUIZJEEH-UHFFFAOYSA-N tetrahydrofuran Natural products C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 claims description 7
- PIICEJLVQHRZGT-UHFFFAOYSA-N Ethylenediamine Chemical compound NCCN PIICEJLVQHRZGT-UHFFFAOYSA-N 0.000 claims description 6
- 238000005507 spraying Methods 0.000 claims description 6
- VHUUQVKOLVNVRT-UHFFFAOYSA-N Ammonium hydroxide Chemical compound [NH4+].[OH-] VHUUQVKOLVNVRT-UHFFFAOYSA-N 0.000 claims description 5
- 235000011114 ammonium hydroxide Nutrition 0.000 claims description 5
- 239000003960 organic solvent Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 5
- 239000000243 solution Substances 0.000 claims description 5
- ALVYUZIFSCKIFP-UHFFFAOYSA-N triethoxy(2-methylpropyl)silane Chemical compound CCO[Si](CC(C)C)(OCC)OCC ALVYUZIFSCKIFP-UHFFFAOYSA-N 0.000 claims description 5
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 claims description 4
- FWDBOZPQNFPOLF-UHFFFAOYSA-N ethenyl(triethoxy)silane Chemical compound CCO[Si](OCC)(OCC)C=C FWDBOZPQNFPOLF-UHFFFAOYSA-N 0.000 claims description 4
- 239000011259 mixed solution Substances 0.000 claims description 4
- 239000007921 spray Substances 0.000 claims 2
- 239000011148 porous material Substances 0.000 abstract description 30
- 239000004568 cement Substances 0.000 abstract description 27
- 229910004298 SiO 2 Inorganic materials 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 11
- 239000002243 precursor Substances 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 238000006703 hydration reaction Methods 0.000 abstract description 6
- 230000032683 aging Effects 0.000 abstract description 5
- 239000004566 building material Substances 0.000 abstract description 5
- 230000036571 hydration Effects 0.000 abstract description 5
- 230000007062 hydrolysis Effects 0.000 abstract description 5
- 238000006460 hydrolysis reaction Methods 0.000 abstract description 5
- 230000002209 hydrophobic effect Effects 0.000 abstract description 5
- 239000011368 organic material Substances 0.000 abstract description 5
- 239000011147 inorganic material Substances 0.000 abstract description 2
- 239000011241 protective layer Substances 0.000 description 12
- 239000011083 cement mortar Substances 0.000 description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- 238000006243 chemical reaction Methods 0.000 description 8
- 239000000377 silicon dioxide Substances 0.000 description 8
- 238000012360 testing method Methods 0.000 description 8
- 229910052681 coesite Inorganic materials 0.000 description 7
- 229910052906 cristobalite Inorganic materials 0.000 description 7
- 150000002500 ions Chemical class 0.000 description 7
- 235000012239 silicon dioxide Nutrition 0.000 description 7
- 229910052682 stishovite Inorganic materials 0.000 description 7
- 229910052905 tridymite Inorganic materials 0.000 description 7
- 238000010521 absorption reaction Methods 0.000 description 6
- 239000011159 matrix material Substances 0.000 description 5
- 230000007246 mechanism Effects 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000009826 distribution Methods 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000006228 supernatant Substances 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000006757 chemical reactions by type Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011814 protection agent Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 229910001413 alkali metal ion Inorganic materials 0.000 description 1
- 229910052910 alkali metal silicate Inorganic materials 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 230000008275 binding mechanism Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000012496 blank sample Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- -1 hydrogen siloxane Chemical class 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 description 1
- 229910052753 mercury Inorganic materials 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002105 nanoparticle Substances 0.000 description 1
- 238000002459 porosimetry Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 230000009257 reactivity Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 150000004756 silanes Chemical class 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
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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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/60—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
- C04B41/61—Coating or impregnation
- C04B41/65—Coating or impregnation with inorganic materials
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
- C04B41/49—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes
- C04B41/4905—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon
- C04B41/4922—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon applied to the substrate as monomers, i.e. as organosilanes RnSiX4-n, e.g. alkyltrialkoxysilane, dialkyldialkoxysilane
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/46—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
- C04B41/49—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes
- C04B41/4905—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon
- C04B41/495—Compounds having one or more carbon-to-metal or carbon-to-silicon linkages ; Organo-clay compounds; Organo-silicates, i.e. ortho- or polysilicic acid esters ; Organo-phosphorus compounds; Organo-inorganic complexes containing silicon applied to the substrate as oligomers or polymers
- C04B41/4961—Polyorganosiloxanes, i.e. polymers with a Si-O-Si-O-chain; "silicones"
-
- 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
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/50—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
- C04B41/5025—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials with ceramic materials
- C04B41/5035—Silica
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
Abstract
本发明公开一种纳米核壳结构有机?无机复合型混凝土防护剂及其制备方法和应用,属于建筑材料技术领域。本发明使硅烷分子包裹在纳米SiO2表面形成的核壳结构材料,将有机防护剂与无机防护剂有效的结合在一起,对表层硬化混凝土进行防护。既规避了有机材料易老化的特点,又将材料的制备与应用分开,节省了前驱体水解的时间,对混凝土结构起到双重保护作用,综合了有机与无机材料的优点,一方面硅烷在混凝土表面平铺成一层保护膜起到憎水的作用,另一方面纳米SiO2具有高的火山灰活性,跟水泥水化产物Ca(OH)2发生水化反应生成水化凝胶起到密实孔结构的作用。具有防护效果好、制备简单、易于施工等特点,可广泛应用于混凝土工程领域。
The invention discloses a nano core-shell structure organic-inorganic composite concrete protective agent and its preparation method and application, belonging to the technical field of building materials. In the present invention, the core-shell structure material formed by wrapping silane molecules on the surface of nanometer SiO 2 effectively combines the organic protective agent and the inorganic protective agent to protect the hardened concrete on the surface. It not only avoids the characteristics of easy aging of organic materials, but also separates the preparation and application of materials, saves the time for hydrolysis of precursors, and plays a double role in protecting the concrete structure. It combines the advantages of organic and inorganic materials. On the one hand, silane in concrete The surface is flattened to form a protective film to play a hydrophobic role. On the other hand, nano-SiO 2 has high pozzolanic activity, and it reacts with cement hydration product Ca(OH) 2 to form a hydration gel to form a dense pore structure. role. The invention has the characteristics of good protective effect, simple preparation, easy construction and the like, and can be widely used in the field of concrete engineering.
Description
技术领域technical field
本发明属于建筑材料技术领域,涉及一种纳米核壳结构有机-无机复合型混凝土防护剂及其制备方法和应用。The invention belongs to the technical field of building materials, and relates to a nano core-shell structure organic-inorganic composite protective agent for concrete, a preparation method and application thereof.
背景技术Background technique
钢筋混凝土是目前世界上应用最大宗的人造建筑材料,广泛应用于建筑、市政、桥梁建设等各个工程领域。混凝土质量与寿命直接关系着建筑的质量与寿命,因此,混凝土结构的耐久性问题对我国经济、社会、资源、能源等方面有着重要的影响。水泥混凝土在服役过程中受力和环境因素作用后性能劣化是降低材料使用寿命最为主要的因素。世界范围内每年因混凝土性能劣化造成的经济损失数以万亿计,而我国正处于大规模经济建设时期,因此增强混凝土抵抗外界侵蚀作用的能力,提高混凝土的寿命对对经济发展具有突出作用,同时响应了国家可持续发展的号召。由服役环境引起的混凝土劣化是由表及里的过程,表层混凝土质量的好坏直接影响着整体结构抗劣化能力的大小,通过提高表层混凝土质量来提高整体结构性能是人们长期关注的研究方向,采用外置防护层的方法来提高表层混凝土质量是常用的技术措施。Reinforced concrete is currently the most widely used man-made building material in the world, and is widely used in various engineering fields such as construction, municipal administration, and bridge construction. The quality and life of concrete are directly related to the quality and life of buildings. Therefore, the durability of concrete structures has an important impact on my country's economy, society, resources, and energy. The performance degradation of cement concrete under the action of stress and environmental factors during service is the most important factor reducing the service life of materials. The economic losses caused by the deterioration of concrete performance in the world are in the trillions every year, and my country is in the period of large-scale economic construction. Therefore, enhancing the ability of concrete to resist external erosion and improving the life of concrete have a prominent role in economic development. At the same time, it responded to the call for sustainable development of the country. The deterioration of concrete caused by the service environment is a process from the surface to the inside. The quality of the surface concrete directly affects the anti-deterioration ability of the overall structure. Improving the performance of the overall structure by improving the quality of the surface concrete is a long-term research direction that people have paid attention to. It is a common technical measure to improve the quality of surface concrete by using an external protective layer.
一般而言,混凝土防护层主要分为有机防护层和无机防护层。有机防护层主要借助有机成膜剂在混凝土表面形成连续薄膜,阻碍介质,主要是水、气介质携带有害离子渗入混凝土内部。而根据表层防护机理,有机防护层分为硅烷类防护剂和成膜乳液防护剂,前者主要通过在表层混凝土孔隙形成薄膜,改变孔隙亲水性,使水分难以渗入孔隙而不影响混凝土内外气体交换,后者则通过在混凝土表层形成连续薄膜,阻断混凝土与环境的所有物质交换。这类防护剂最主要的问题是有机组分的耐候性差;无机防护层主要是用无机材料在混凝土表面形成密封层,如结晶型防护层,其主要功能组分为碱金属硅酸盐,虽然能有效密实混凝土结构,但反应生成的碱金属离子对混凝土碱集料反应、金属盐析晶等问题显然是不利的。Generally speaking, the concrete protective layer is mainly divided into organic protective layer and inorganic protective layer. The organic protective layer mainly forms a continuous film on the surface of the concrete with the help of organic film-forming agents to prevent the medium, mainly water and air, from carrying harmful ions into the interior of the concrete. According to the surface protection mechanism, the organic protective layer is divided into silane protective agent and film-forming emulsion protective agent. The former mainly forms a film in the surface concrete pores to change the hydrophilicity of the pores, making it difficult for water to penetrate into the pores without affecting the gas exchange inside and outside the concrete. , the latter blocks all material exchange between concrete and the environment by forming a continuous film on the concrete surface. The main problem of this type of protective agent is the poor weather resistance of the organic components; the inorganic protective layer is mainly to use inorganic materials to form a sealing layer on the concrete surface, such as a crystalline protective layer, and its main functional component is alkali metal silicate, although It can effectively compact the concrete structure, but the alkali metal ions generated by the reaction are obviously unfavorable to the problems of concrete alkali-aggregate reaction and metal salt crystallization.
现有关于混凝土表层防护材料:如申请号为CN201310221449.6的“一种原位反应型混凝土防护剂”专利,是一种利用溶胶态纳米SiO2或其前驱体对表层硬化混凝土进行防护的方法,强调了纳米SiO2及其前驱体与水泥基体发生反应生成C-S-H凝胶,改善了混凝土材料的孔结构,减少了孔隙率。又如申请号为CN201310019374.3的“一种有机硅混凝土防护剂及制造方法 ”,公开了一种有机硅混凝土防护剂及制造方法。该发明主要是硅烷作为主要原料制成的膏体材料涂在混凝土表面上,沿混凝土孔隙内壁形成一层憎水膜,阻碍了水份携有害离子侵入。Existing concrete surface protection materials: such as the patent of "an in-situ reaction type concrete protection agent" with the application number CN201310221449.6, which is a method of protecting the surface hardened concrete by using sol-state nano-SiO 2 or its precursor , emphasizing that nano- SiO2 and its precursors react with cement matrix to generate CSH gel, which improves the pore structure of concrete materials and reduces porosity. Another example is "An Organosilicon Concrete Protective Agent and Its Manufacturing Method" with the application number CN201310019374.3, which discloses an organosilicon concrete protective agent and its manufacturing method. The invention is mainly that the paste material made of silane as the main raw material is coated on the concrete surface, and a layer of hydrophobic film is formed along the inner wall of the concrete pores, which hinders the intrusion of water and harmful ions.
上述两种方法虽然能一定程度上保护混凝土结构,但也有不足之处,有机型混凝土防护剂的缺点是与水泥基体的结合力小,耐磨耐久性差,需要定期涂刷,而且有机材料易老化。而上述原位反应型无机防护剂虽然能有效改善混凝土的孔结构,但是由于其需要利用混凝土孔结构中的水与纳米SiO2前驱体反应,水解生成纳米SiO2其过程缓慢,需要时间长。Although the above two methods can protect the concrete structure to a certain extent, they also have shortcomings. The disadvantages of organic concrete protective agents are that they have little bonding force with the cement matrix, poor wear resistance and durability, and need to be painted regularly, and organic materials are easy to Ageing. Although the above-mentioned in-situ reaction type inorganic protective agent can effectively improve the pore structure of concrete, because it needs to use the water in the concrete pore structure to react with the nano- SiO2 precursor, the process of hydrolysis to generate nano- SiO2 is slow and takes a long time.
Giovana Collodetti等2014年在《建筑和建筑材料》(Construction andBuilding Materials, 54卷, 99-105页)研究了两种不同的硅烷稼接在纳米SiO2粒子表面形成的新材料,探究了该材料内掺后对水泥浆体水化的影响,结果表明其不利于水泥性能的发展,进而否定了内掺这种掺加方式。In "Construction and Building Materials" (Construction and Building Materials, volume 54, pages 99-105) in 2014, Giovana Collodetti et al. studied two new materials formed by grafting two different silanes on the surface of nano-SiO 2 particles, and explored the inner structure of the material. The effect of mixing on the hydration of cement paste shows that it is not conducive to the development of cement performance, and then negates the mixing method of internal mixing.
发明内容Contents of the invention
本发明针对现有技术中存在的上述缺点,提供一种纳米核壳结构有机-无机复合型混凝土防护剂及其制备方法,正硅酸乙酯与硅烷和去离子水按一定比例溶解在极性有机溶剂中混合均匀,使其充分反应,使得硅烷的疏水基团嫁接在纳米SiO2表面,将有机防护剂与无机防护剂有效的结合在一起,形成核壳结构材料,用于表层硬化混凝土进行防护,使纳米SiO2与水泥部分发生反应,生成C-S-H凝胶,达到堵孔的作用,规避了有机材料易老化的特点,又将材料的制备与应用分开,节省了前驱体水解的时间,对混凝土结构起到双重保护的作用。The present invention aims at the above-mentioned shortcomings existing in the prior art, and provides a nano core-shell structure organic-inorganic composite concrete protective agent and a preparation method thereof, wherein ethyl orthosilicate, silane and deionized water are dissolved in polar Mix well in the organic solvent to make it fully react, so that the hydrophobic group of silane is grafted on the surface of nano-SiO 2 , and the organic protective agent and the inorganic protective agent are effectively combined to form a core-shell structure material, which is used for surface hardening of concrete. Protection, make nano-SiO 2 react with cement part, generate CSH gel, achieve the effect of plugging pores, avoid the characteristics of easy aging of organic materials, separate the preparation and application of materials, save the time of precursor hydrolysis, and The concrete structure acts as a double protection.
本发明技术方案如下:Technical scheme of the present invention is as follows:
一种纳米核壳结构有机-无机复合型混凝土防护剂,其原料质量百分比组成为:An organic-inorganic composite concrete protective agent with a nano core-shell structure, the mass percentage of its raw materials is composed of:
带有疏水基团的硅烷 0.5~1.4%;Silane with hydrophobic groups 0.5~1.4%;
正硅酸乙酯 4.1~8%;Ethyl orthosilicate 4.1~8%;
极性有机溶剂 89~94.8%;Polar organic solvent 89~94.8%;
碱 0.1%;Alkali 0.1%;
水 0.5~1.5%。Water 0.5~1.5%.
进一步的,上述纳米核壳结构有机-无机复合型混凝土防护剂,其原料质量百分比组成优选:Further, the above-mentioned organic-inorganic composite concrete protective agent with nano-core-shell structure has an optimal composition of raw material mass percentage:
带有疏水基团的硅烷 0.5%;Silane with hydrophobic groups 0.5%;
正硅酸乙酯 6%;Orthosilicate 6%;
极性有机溶剂 92.9%;Polar organic solvent 92.9%;
碱 0.1%;Alkali 0.1%;
水 0.5%。Water 0.5%.
所述的带有疏水基团的硅烷优选聚甲基氢硅氧烷、乙烯基三乙氧基硅烷或异丁基三乙氧基硅烷;The silane with hydrophobic groups is preferably polymethylhydrogensiloxane, vinyltriethoxysilane or isobutyltriethoxysilane;
所述的极性有机溶剂优选四氢呋喃、乙醇或甲醇;The polar organic solvent is preferably tetrahydrofuran, ethanol or methanol;
所述的碱优选氨水或乙二胺,所述的氨水质量浓度优选0.88g/ml。The alkali is preferably ammonia water or ethylenediamine, and the mass concentration of the ammonia water is preferably 0.88g/ml.
所述的水优选去离子水。The water is preferably deionized water.
上述纳米核壳结构有机-无机复合型混凝土防护剂的制备方法为:按配比取极性有机溶剂,加碱调pH为8~12,然后加入带有疏水基团的硅烷,搅拌30min后加入正硅酸乙酯,继续搅拌10~12h,最后加入去离子水搅拌2~3.5h至溶液由透明变浑浊后,于10000rpm离心5min,收集底部固体,得到纳米核壳结构有机-无机复合型混凝土防护剂。The preparation method of the above-mentioned nano core-shell structure organic-inorganic composite concrete protective agent is: take a polar organic solvent according to the proportion, add alkali to adjust the pH to 8-12, then add silane with hydrophobic groups, stir for 30 minutes, and then add positive Ethyl silicate, continue to stir for 10-12 hours, and finally add deionized water and stir for 2-3.5 hours until the solution turns from transparent to turbid, then centrifuge at 10,000 rpm for 5 minutes to collect the solid at the bottom to obtain a nano-core-shell structure organic-inorganic composite concrete protection agent.
上述纳米核壳结构有机-无机复合型混凝土防护剂的应用:可作为表层硬化混凝土的防护材料;其使用方法为:将上述制得的纳米核壳结构有机-无机复合型混凝土防护剂,按照5%的质量浓度超生分散于有机溶剂中得混合液,然后喷涂于混凝土表面,喷涂重复3次,每次间隔20min,每次喷涂混合液用量2.5~3.5L/m2至混凝土表层被充分润湿即可。The application of the above-mentioned nano core-shell structure organic-inorganic composite concrete protective agent: it can be used as a protective material for surface hardened concrete; The mass concentration of % is super-dispersed in organic solvent to obtain a mixed solution, and then sprayed on the concrete surface, and the spraying is repeated 3 times, with an interval of 20 minutes each time. That's it.
所述的有机溶剂优选四氢呋喃、乙醇或甲醇。The organic solvent is preferably tetrahydrofuran, ethanol or methanol.
本发明的目的是基于提高水泥混凝土表层质量对整体结构的重要作用,利用硅烷稼接到纳米SiO2表面形成的新材料处理硬化混凝土表层,使得有机防护层与无机防护层有效的结合,一方面利有机部分在表层混凝土孔隙形成薄膜,改变孔隙亲水性,使水分难以渗入孔隙而不影响混凝土内外气体交换;另一方面利用其在表层混凝土与水泥水化产物Ca(OH)2发生火山灰反应生成水化凝胶来密实表层混凝土结构,有效封堵混凝土微裂缝,提升混凝土整体质量。通过这种方法将有机防护层与无机防护层有机地结合到一起,既增强了硅烷与水泥基材料的结合能力,又提高了混凝土孔结构的密实度,为混凝土提供了双重防护保障。本发明兼具了有机防护剂与无机防护剂的优点,同时又克服了有机防护剂附着力差、易老化,无机防护剂反应时间长的缺点,而且制备方便,合成温度低,防水效果明显。The purpose of the present invention is based on the important effect of improving the quality of the cement concrete surface layer to the overall structure, and utilizes silane grafting to connect nano-SiO The new material formed on the surface handles the hardened concrete surface layer, so that the organic protective layer and the inorganic protective layer are effectively combined. On the one hand Use the organic part to form a film in the pores of the surface concrete, change the hydrophilicity of the pores, make it difficult for water to penetrate into the pores without affecting the gas exchange inside and outside the concrete ; Generate hydration gel to compact the surface concrete structure, effectively seal micro-cracks in concrete, and improve the overall quality of concrete. In this way, the organic protective layer and the inorganic protective layer are organically combined, which not only enhances the binding ability of silane and cement-based materials, but also improves the compactness of the concrete pore structure, providing double protection for concrete. The invention has the advantages of both organic protective agent and inorganic protective agent, and at the same time overcomes the disadvantages of poor adhesion, easy aging of organic protective agent and long reaction time of inorganic protective agent, convenient preparation, low synthesis temperature and obvious waterproof effect.
本发明将有机防护剂与无机防护剂有效的结合,硅烷的一端是疏水基团在混凝土表面形成一层保护膜,有效的阻挡了水分的渗入,避免了有害离子通过水介质侵入混凝土孔结构,另一端与纳米SiO2键合在一起,而纳米SiO2又与水泥基体发生反应,所以在将硅烷牢牢固定在混凝土表面的同时又起到了堵孔的作用。大大提高了硅烷材料在混凝土表面的耐久性的同时又改善了混凝土材料的孔结构,双重作用阻碍了水分的渗入,起到了阻隔了有害离子的作用。The invention effectively combines the organic protective agent with the inorganic protective agent. One end of the silane is a hydrophobic group to form a protective film on the surface of the concrete, which effectively blocks the infiltration of water and prevents harmful ions from invading the concrete pore structure through the water medium. The other end is bonded with nano-SiO 2 , and nano-SiO 2 reacts with the cement matrix, so it plays a role of plugging holes while firmly fixing the silane on the concrete surface. It greatly improves the durability of the silane material on the concrete surface and at the same time improves the pore structure of the concrete material. The double function hinders the infiltration of water and plays a role in blocking harmful ions.
本发明的原理:Principle of the present invention:
硅烷采用的是带有疏水基团的硅烷,如聚甲基氢硅氧烷、乙烯基三乙氧基硅烷、异丁基三乙氧基硅烷;制备纳米SiO2材料通常采用正硅酸乙酯(TEOS)作为前驱体。正硅酸乙酯作为制备纳米SiO2的一种硅源,在一定条件下通过水解等化学反应生成纳米颗粒,而水解后产生的有机醇则易于挥发。正硅酸乙酯的密实混凝土结构的机理是,进入孔结构,孔内部提供的水分让正硅酸乙酯发生水解生成可以参与火山灰反应的二氧化硅和对水泥基材料没有伤害的乙醇。The silane used is a silane with a hydrophobic group, such as polymethylhydrogensiloxane, vinyltriethoxysilane, isobutyltriethoxysilane; the preparation of nano-SiO 2 materials usually uses ethyl orthosilicate (TEOS) as a precursor. Ethyl orthosilicate is used as a silicon source for the preparation of nano-SiO 2 . Under certain conditions, it generates nanoparticles through chemical reactions such as hydrolysis, and the organic alcohol produced after hydrolysis is easy to volatilize. The mechanism of the dense concrete structure of tetraethyl orthosilicate is to enter the pore structure, and the moisture provided inside the pores hydrolyzes tetraethyl orthosilicate to produce silica that can participate in pozzolanic reactions and ethanol that is not harmful to cement-based materials.
式(1) Formula 1)
此时带有疏水基团的硅烷会跟表面带有许多羟基的纳米SiO2发生反应(机理如图1所示)。At this time, the silane with hydrophobic groups will react with nano-SiO 2 with many hydroxyl groups on the surface (the mechanism is shown in Figure 1).
即使硅烷疏水基团包裹在纳米SiO2粒子表面,其火山灰活性也很高,会快速吸收混凝土中水泥水化反应生成的Ca(OH)2生成水化凝胶,是其用于水泥混凝土的重要基础,其反应机理如式(2)所示:Even if the silane hydrophobic group is wrapped on the surface of nano- SiO2 particles, its pozzolanic activity is also very high, and it will quickly absorb the Ca(OH) 2 generated by the cement hydration reaction in concrete to form a hydration gel, which is an important factor for its use in cement concrete. The reaction mechanism is shown in formula (2):
式(2) Formula (2)
将纳米SiO2的前驱体正硅酸乙酯与硅烷和去离子水按一定比例溶解在极性有机溶剂中混合均匀,使其充分反应,使得硅烷的疏水基团嫁接在纳米SiO2表面,用合成好的材料去处理混凝土制品表面,使纳米SiO2与水泥部分发生反应,生成C-S-H凝胶,达到堵孔的作用,与此同时发挥硅烷的疏水作用,防止水介质携带有害离子侵入混凝土内部,对混凝土结构产生破坏。Dissolve the precursor orthosilicate of nano- SiO2 in a certain proportion with silane and deionized water in a polar organic solvent and mix evenly to make it fully react, so that the hydrophobic group of silane is grafted on the surface of nano- SiO2 . The synthesized material is used to treat the surface of concrete products, so that nano-SiO 2 reacts with the cement part to form CSH gel to achieve the effect of plugging pores. At the same time, it exerts the hydrophobic effect of silane to prevent the harmful ions carried by the water medium from invading the interior of the concrete. damage to concrete structures.
本发明采用上述技术方案后,主要具备以下特点:After the present invention adopts the above-mentioned technical scheme, it mainly possesses the following characteristics:
1)有机与无机相结合,既可以在表面有明显的疏水效果,又可以深入混凝土结构中与水泥基体发生反应起到堵孔的作用,对混凝土基质材料起双重保护作用,保护效果比单独使用硅烷或纳米SiO2材料时效果更好;1) The combination of organic and inorganic can not only have obvious hydrophobic effect on the surface, but also can penetrate deep into the concrete structure and react with the cement matrix to play the role of plugging holes, and have a double protection effect on the concrete matrix material, and the protection effect is better than that used alone The effect is better when silane or nano-SiO 2 materials are used;
2)有机无机组分通过核壳结构连接在一起,有效的改善了有机材料易老化的缺点,增加了材料的使用寿命;2) The organic and inorganic components are connected together through the core-shell structure, which effectively improves the shortcoming of easy aging of organic materials and increases the service life of materials;
3)防护剂自身具有较强的火山灰反应活性,使得防护剂与表层混凝中的氢氧化钙发生反应,生成的火山灰反应产物有效密实表层混凝土结构的作用。3) The protective agent itself has strong volcanic ash reactivity, so that the protective agent reacts with the calcium hydroxide in the surface layer coagulation, and the generated volcanic ash reaction product can effectively compact the surface concrete structure.
附图说明Description of drawings
图1为本发明纳米SiO2粒子与硅烷结合机理示意图;Fig. 1 is nanometer SiO of the present invention Particle and silane binding mechanism schematic diagram;
图2为实施例4不同处理方式下水泥砂浆试块吸水率效果图;Fig. 2 is the effect figure of water absorption of cement mortar test block under the different treatment modes of embodiment 4;
图3为实施例5水涂覆不同防护材料情况下水泥净浆表面的接触角:Fig. 3 is the contact angle of the cement paste surface under the situation of embodiment 5 water coating different protective materials:
(a)为采用纳米核壳结构有机-无机复合型混凝土防护剂处理的接触角(b)为表面未处理的接触角;(a) is the contact angle treated with nano core-shell structure organic-inorganic composite concrete protective agent (b) is the contact angle of the untreated surface;
图4 为实施例6水泥的孔径分布。Fig. 4 is the pore size distribution of the cement of Example 6.
具体实施方式detailed description
下面将结合具体实施方式对本发明进一步说明。The present invention will be further described below in combination with specific embodiments.
实施例1Example 1
一种纳米核壳结构有机-无机复合型混凝土防护剂,其原料质量百分比组成为:An organic-inorganic composite concrete protective agent with a nano core-shell structure, the mass percentage of its raw materials is composed of:
聚甲基氢硅氧烷 0.5%;Polymethylhydrogensiloxane 0.5%;
正硅酸乙酯 6%;Orthosilicate 6%;
四氢呋喃 92.9%;Tetrahydrofuran 92.9%;
乙二胺 0.1%;Ethylenediamine 0.1%;
去离子水 0.5%。Deionized water 0.5%.
制备方法为:按配比称取四氢呋喃,加乙二胺调pH为8-12,然后加入聚甲基氢硅氧烷,磁力搅拌器搅拌30min后加入正硅酸乙酯,继续搅拌11h,最后加入去离子水搅拌3h至溶液由透明变浑浊,反应已完成,采用高速离心机,10000rpm的速度离心5min,将上清液过滤掉,收集离心管底部固体,即本实施例纳米核壳结构有机-无机复合型混凝土防护剂。The preparation method is: weigh tetrahydrofuran according to the proportion, add ethylenediamine to adjust the pH to 8-12, then add polymethylhydrogensiloxane, stir with a magnetic stirrer for 30 minutes, then add ethyl orthosilicate, continue stirring for 11 hours, and finally add Stir with deionized water for 3 hours until the solution turns from transparent to turbid, and the reaction is complete. Use a high-speed centrifuge at a speed of 10,000 rpm for 5 minutes, filter the supernatant, and collect the solid at the bottom of the centrifuge tube, which is the nano-core-shell organic- Inorganic composite concrete protective agent.
实施例2Example 2
一种纳米核壳结构有机-无机复合型混凝土防护剂,其原料质量百分比组成为:An organic-inorganic composite concrete protective agent with a nano core-shell structure, the mass percentage of its raw materials is composed of:
乙烯基三乙氧基硅烷 1.4%;Vinyltriethoxysilane 1.4%;
正硅酸乙酯 8%;Tetraethyl orthosilicate 8%;
乙醇 89%;Ethanol 89%;
乙二胺 0.1%;Ethylenediamine 0.1%;
去离子水 1.5%。Deionized water 1.5%.
制备方法为:按配比称取乙醇,加乙二胺调pH为8-11,然后加入聚甲基氢硅氧烷,磁力搅拌器搅拌30min后加入正硅酸乙酯,继续搅拌10h,最后加入去离子水搅拌2h至溶液由透明变浑浊,反应已完成,采用高速离心机,10000rpm的速度离心5min,将上清液过滤掉,收集离心管底部固体,即本实施例纳米核壳结构有机-无机复合型混凝土防护剂。The preparation method is: weigh ethanol according to the proportion, add ethylenediamine to adjust the pH to 8-11, then add polymethyl hydrogen siloxane, stir with a magnetic stirrer for 30 minutes, then add ethyl orthosilicate, continue stirring for 10 hours, and finally add Stir with deionized water for 2 hours until the solution turns from transparent to turbid, and the reaction is complete. Use a high-speed centrifuge at a speed of 10,000 rpm for 5 minutes, filter the supernatant, and collect the solid at the bottom of the centrifuge tube, which is the nano-core-shell structure organic- Inorganic composite concrete protective agent.
实施例3Example 3
一种纳米核壳结构有机-无机复合型混凝土防护剂,其原料质量百分比组成为:An organic-inorganic composite concrete protective agent with a nano core-shell structure, the mass percentage of its raw materials is composed of:
异丁基三乙氧基硅烷 0.9%;Isobutyltriethoxysilane 0.9%;
正硅酸乙酯 6%;Ethyl orthosilicate 6%;
甲醇 92%;Methanol 92%;
氨水 0.1%;Ammonia 0.1%;
去离子水 1%。Deionized water 1%.
制备方法为:按配比称取甲醇,加氨水调PH为8-11,然后加入异丁基三乙氧基硅烷,磁力搅拌器搅拌30min后加入正硅酸乙酯,继续搅拌12h,最后加入去离子水搅拌3.5h至溶液由透明变浑浊,反应已完成,采用高速离心机,10000rpm的速度离心5min,将上清液过滤掉,收集离心管底部固体,即本实施例纳米核壳结构有机-无机复合型混凝土防护剂。The preparation method is: weigh methanol according to the proportion, add ammonia water to adjust the pH to 8-11, then add isobutyltriethoxysilane, stir with a magnetic stirrer for 30 minutes, then add ethyl orthosilicate, continue stirring for 12 hours, and finally add Stir the ionized water for 3.5 hours until the solution turns from transparent to turbid, and the reaction is complete. Use a high-speed centrifuge at a speed of 10,000 rpm for 5 minutes, filter the supernatant, and collect the solid at the bottom of the centrifuge tube, which is the nano-core-shell structure in this example. Organic-inorganic composite concrete protective agent.
应用试验结果Application test results
实施例4Example 4
采用实施例1制备的纳米核壳结构有机-无机复合型混凝土防护剂处理水灰比为0.6龄期为一年的水泥砂浆,其使用方法为:将实施例1防护剂以5%的质量浓度溶于四氢呋喃中得混合液,然后采用喷涂方式应用于水泥砂浆表面,喷涂重复3次,每次间隔20min,每次喷涂至水泥砂浆表层被充分润湿。标准养护3天后测定水泥砂浆吸水率,同时,相同条件下测定用硅烷材料处理的水泥砂浆试块的吸水率,用纳米SiO2前驱体处理的水泥砂浆试块吸水率,不做任何处理的水泥砂浆试块吸水率。结果如图2所示。The nano-core-shell structure organic-inorganic composite concrete protective agent prepared in Example 1 is used to treat cement mortar with a water-cement ratio of 0.6 and an age of one year. Dissolve in tetrahydrofuran to obtain a mixed solution, and then apply it to the surface of cement mortar by spraying. The spraying is repeated 3 times with an interval of 20 minutes between each spraying until the surface of the cement mortar is fully wetted. Measure the water absorption rate of cement mortar after 3 days of standard maintenance. At the same time, measure the water absorption rate of the cement mortar test block treated with silane material under the same conditions, the water absorption rate of the cement mortar test block treated with nano- SiO2 precursor, and the cement mortar test block without any treatment Water absorption of mortar test block. The result is shown in Figure 2.
图2中,根据曲线走势可以看出采用本发明纳米核壳结构有机-无机复合型混凝土防护剂对水泥砂浆试块处理明显降低了吸水率,说明本发明防护剂材料综合了有机无机两种防护剂材料的优点,含疏水基团硅烷材料作为疏水剂,阻碍了一部分水的浸入,而纳米SiO2又起到了堵孔的作用,减小混凝土孔隙率,减小了水分在表层混凝土中的迁移量,双重作用阻碍了水分的侵入,更阻隔了有害离子的影响。In Fig. 2, according to the trend of the curve, it can be seen that the use of the nano core-shell structure organic-inorganic composite concrete protective agent of the present invention significantly reduces the water absorption rate of the cement mortar test block, indicating that the protective agent material of the present invention has integrated both organic and inorganic protection. The advantages of the agent material, the silane material containing the hydrophobic group acts as a hydrophobic agent, which hinders the immersion of a part of the water, and the nano-SiO 2 plays a role in plugging the pores, reducing the porosity of the concrete and reducing the migration of water in the surface concrete Quantity, the dual function hinders the intrusion of moisture, and also blocks the influence of harmful ions.
实施例5Example 5
采用实施例2制备的纳米核壳结构有机-无机复合型混凝土防护剂对0.38水灰比的水泥净浆试块处理,处理方法同实施例4,同未处理的空白对照组的表面接触角,得到结果如图3所示。The nano-core-shell structure organic-inorganic composite concrete protective agent prepared in Example 2 is used to process the cement slurry test block with a water-cement ratio of 0.38. The treatment method is the same as in Example 4, and the surface contact angle of the untreated blank control group is the same as that of the untreated blank control group. The result is shown in Figure 3.
从图3接触角结果中看,纳米核壳结构有机-无机复合型混凝土防护剂明显改变了混凝土表面的亲水性,增大了接触角,使得携带有害离子的水分不易入侵混凝土内部结构。From the contact angle results in Figure 3, it can be seen that the organic-inorganic composite concrete protective agent with nano-core-shell structure significantly changes the hydrophilicity of the concrete surface and increases the contact angle, making it difficult for moisture carrying harmful ions to invade the internal structure of the concrete.
实施例6Example 6
采用实施例1制备的纳米核壳结构有机-无机复合型混凝土防护剂对水灰比为0.4的水泥净浆做表面处理,处理方法同实施例4,与空白样做对比,通过压汞法测其孔结构,得到数据如图4所示。The nano-core-shell structure organic-inorganic composite concrete protective agent prepared in Example 1 is used for surface treatment of cement slurry with a water-cement ratio of 0.4. The treatment method is the same as in Example 4. Compared with the blank sample, it is measured by mercury porosimetry. The pore structure and the obtained data are shown in Figure 4.
空白样对照组的总孔隙率为17.74%,本发明纳米核壳结构有机-无机复合型混凝土防护剂处理过的水泥空隙率为18.20%,孔隙率相差不大,在误差范围内。但是从图4中可以看出,当用纳米核壳结构有机-无机复合型混凝土防护剂处理水泥后,有害孔(50~200nm)明显减少,少害孔范围内(20~50nm)峰值对应孔径明显向无害孔偏移,说明用纳米核壳结构有机-无机复合型混凝土防护剂处理水泥后,水泥中的有害孔向少害孔转化,在大孔范围内,用本发明防护剂材料处理后的明显少于未经处理的。说明本发明防护剂能起到堵孔的作用,提高混凝土孔结构的密实度。孔径分布具体见表1。The total porosity of the blank control group was 17.74%, and the porosity of the cement treated with the nano-core-shell structure organic-inorganic composite concrete protective agent of the present invention was 18.20%, and the porosity was not much different, within the error range. However, it can be seen from Figure 4 that when the cement is treated with a nano-core-shell structure organic-inorganic composite concrete protective agent, the harmful pores (50-200nm) are significantly reduced, and the peak corresponding to the pore diameter in the range of less harmful pores (20-50nm) Obviously shifting to the harmless pores, it shows that after the cement is treated with the nano core-shell structure organic-inorganic composite concrete protective agent, the harmful pores in the cement are transformed into less harmful pores. significantly less than untreated. It shows that the protective agent of the present invention can play the role of plugging holes and improve the compactness of the concrete pore structure. The pore size distribution is shown in Table 1.
表1处理后水泥的孔径分布Table 1 Pore size distribution of cement after treatment
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