CN106220074A - A kind of for Marine reinforced concrete structure antiseptical fungicidal paint and coating processes thereof - Google Patents
A kind of for Marine reinforced concrete structure antiseptical fungicidal paint and coating processes thereof Download PDFInfo
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- 238000000576 coating method Methods 0.000 title claims abstract description 54
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 10
- 239000003973 paint Substances 0.000 title claims description 10
- 230000000855 fungicidal effect Effects 0.000 title 1
- 238000007591 painting process Methods 0.000 title 1
- 239000011248 coating agent Substances 0.000 claims abstract description 42
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 230000000844 anti-bacterial effect Effects 0.000 claims abstract description 25
- 239000004576 sand Substances 0.000 claims abstract description 19
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims abstract description 15
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 claims abstract description 15
- 239000011777 magnesium Substances 0.000 claims abstract description 15
- 229910052749 magnesium Inorganic materials 0.000 claims abstract description 15
- 239000011398 Portland cement Substances 0.000 claims abstract description 12
- 239000002994 raw material Substances 0.000 claims abstract description 6
- 239000004567 concrete Substances 0.000 claims description 57
- 239000000203 mixture Substances 0.000 claims description 37
- 238000003756 stirring Methods 0.000 claims description 12
- 238000002156 mixing Methods 0.000 claims description 11
- 230000002421 anti-septic effect Effects 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 claims description 2
- 238000007711 solidification Methods 0.000 claims 1
- 230000008023 solidification Effects 0.000 claims 1
- 230000001699 photocatalysis Effects 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 3
- 239000011159 matrix material Substances 0.000 abstract 1
- 238000012360 testing method Methods 0.000 description 34
- 238000005260 corrosion Methods 0.000 description 26
- 230000007797 corrosion Effects 0.000 description 21
- 241000894006 Bacteria Species 0.000 description 19
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 14
- 238000002474 experimental method Methods 0.000 description 6
- SOQBVABWOPYFQZ-UHFFFAOYSA-N oxygen(2-);titanium(4+) Chemical compound [O-2].[O-2].[Ti+4] SOQBVABWOPYFQZ-UHFFFAOYSA-N 0.000 description 6
- 230000001954 sterilising effect Effects 0.000 description 6
- 230000001590 oxidative effect Effects 0.000 description 5
- 238000004659 sterilization and disinfection Methods 0.000 description 5
- 241000605178 Halothiobacillus neapolitanus Species 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000007580 dry-mixing Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229910052717 sulfur Inorganic materials 0.000 description 4
- 239000011593 sulfur Substances 0.000 description 4
- 230000001580 bacterial effect Effects 0.000 description 3
- 230000002401 inhibitory effect Effects 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 2
- 241000700605 Viruses Species 0.000 description 2
- 230000002378 acidificating effect Effects 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 239000002270 dispersing agent Substances 0.000 description 2
- 230000005284 excitation Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 2
- 238000007654 immersion Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002609 medium Substances 0.000 description 2
- 239000002957 persistent organic pollutant Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000003755 preservative agent Substances 0.000 description 2
- 230000002335 preservative effect Effects 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 230000002829 reductive effect Effects 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 238000005842 biochemical reaction Methods 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 239000001963 growth medium Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- -1 hydrogen ions Chemical class 0.000 description 1
- 230000002147 killing effect Effects 0.000 description 1
- 239000004922 lacquer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 238000007146 photocatalysis Methods 0.000 description 1
- 238000013032 photocatalytic reaction Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000006479 redox reaction Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- ALVYUZIFSCKIFP-UHFFFAOYSA-N triethoxy(2-methylpropyl)silane Chemical compound CCO[Si](CC(C)C)(OCC)OCC ALVYUZIFSCKIFP-UHFFFAOYSA-N 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/009—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
-
- 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
- C04B41/5076—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 masses bonded by inorganic cements
- C04B41/5079—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00482—Coating or impregnation 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Paints Or Removers (AREA)
Abstract
本发明公开了一种用于海洋钢筋混凝土防腐的杀菌涂料及其涂覆工艺。以硅酸盐水泥为基体材料,钛酸镁为光催化杀菌材料,并掺入砂子,与水混合,搅拌均匀得到杀菌防腐涂料。本发明具有原料来源广泛,成本较低,工艺简单,杀菌性能高效稳定等优点。
The invention discloses a bactericidal coating for anticorrosion of marine reinforced concrete and a coating process thereof. Portland cement is used as the matrix material, magnesium titanate is used as the photocatalytic bactericidal material, and sand is added, mixed with water, and stirred evenly to obtain the bactericidal anticorrosion coating. The invention has the advantages of wide source of raw materials, low cost, simple process, efficient and stable bactericidal performance and the like.
Description
技术领域technical field
本发明属于用于混凝土结构表面的无机涂料领域,尤其涉及一种用于海洋钢筋混凝土防腐的杀菌涂料及其涂覆工艺。The invention belongs to the field of inorganic coatings used on the surface of concrete structures, and in particular relates to a bactericidal coating used for anticorrosion of marine reinforced concrete and a coating process thereof.
背景技术Background technique
进入21世纪,我国已经迈入了沿海经济大发展的时代,可以预见未来一段时期内将有大批海港码头、跨海桥梁、隧道、海上采油平台等使用混凝土结构。浪贱区的混凝土结构由于长期经受风吹,日晒和海浪的反复拍打,混凝土结构的表层容易积累大量的菌落和微生物。如何有效地阻止这些菌落和微生物对混凝土结构的腐蚀破坏,已逐渐引起广大科研工作者的重视,并成为学术界研究的重点之一。因此,开发和利用新材料、新技术解决混凝土结构的腐蚀问题是当前土木工程领域科技工作者面临的最紧迫的任务之一。Entering the 21st century, my country has entered the era of great coastal economic development, and it is foreseeable that a large number of seaport terminals, cross-sea bridges, tunnels, offshore oil production platforms, etc. will use concrete structures in the future. Due to the long-term exposure to wind, sun and repeated beating of waves, the concrete structure in the wave base area tends to accumulate a large number of colonies and microorganisms on the surface of the concrete structure. How to effectively prevent the corrosion and damage of these bacterial colonies and microorganisms to concrete structures has gradually attracted the attention of the majority of scientific researchers and has become one of the focuses of academic research. Therefore, developing and using new materials and technologies to solve the corrosion problem of concrete structures is one of the most urgent tasks faced by scientific and technological workers in the field of civil engineering.
在生物腐蚀方面,T-硫氧化菌、硫杆菌X、噬硅菌造成的生物硫酸腐蚀是其中一种常见的混凝土腐蚀,其具体过程为:环境水体中的有机和无机悬浮物随着水体的流动而逐渐沉积于混凝土结构的表面成为附着物,附着物中的硫酸根离子被硫还原菌还原,生成硫化氢气体。同时,硫化氢气体通过复杂的生物化学反应,氧化生成酸性较强的硫酸,从而降低周围环境的pH值。硫酸溶解释放的氢离子通过扩散进入混凝土的内部,并与混凝土内部的钢筋结构相接触,从而发生混凝土和钢筋的腐蚀,严重威胁着混凝土建筑结构的安全。目前常用的杀菌材料是纳米二氧化钛,由于纳米二氧化钛能够进行“光催化反应”,其受到光激发后,产生化学能,利用产生的化学能来进行氧化还原反应。光催化的基本原理是利用纳米二氧化钛作为光催化材料,在特定波长的光辐射下,在纳米二氧化钛表面产生氧化性极强的空穴或反应性极高的羟基自由基。这些空穴或自由基可以有效地与有机污染物、病毒、细菌发生接触和复合而产生强烈的破坏作用,导致有机污染物被降解,病毒与细菌被杀灭,从而达到降解环境污染物,杀菌抑菌和防腐的目的。但纳米二氧化钛受制于其制备工艺和产能的影响以及对人体的潜在危害性,亟待开发一种新型的替代产品,应用于不适于使用纳米二氧化钛的混凝土防腐工艺中。In terms of biological corrosion, biological sulfuric acid corrosion caused by T-sulfur oxidizing bacteria, Thiobacillus X, and silophilic bacteria is one of the common concrete corrosions. It flows and gradually deposits on the surface of the concrete structure to become attachments, and the sulfate ions in the attachments are reduced by sulfur-reducing bacteria to generate hydrogen sulfide gas. At the same time, the hydrogen sulfide gas is oxidized to produce stronger acidic sulfuric acid through complex biochemical reactions, thereby reducing the pH value of the surrounding environment. The hydrogen ions released by the dissolution of sulfuric acid diffuse into the interior of the concrete and contact the steel structure inside the concrete, resulting in corrosion of the concrete and steel bars, which seriously threatens the safety of the concrete building structure. At present, the commonly used bactericidal material is nano-titanium dioxide. Since nano-titanium dioxide can perform a "photocatalytic reaction", it generates chemical energy after being excited by light, and uses the generated chemical energy to carry out redox reactions. The basic principle of photocatalysis is to use nano-titanium dioxide as a photocatalytic material to generate highly oxidative holes or highly reactive hydroxyl radicals on the surface of nano-titanium dioxide under light radiation of a specific wavelength. These holes or free radicals can effectively contact and recombine with organic pollutants, viruses, and bacteria to produce a strong destructive effect, resulting in the degradation of organic pollutants and the killing of viruses and bacteria, thereby achieving the degradation of environmental pollutants and sterilization Antibacterial and antiseptic purposes. However, nano-titanium dioxide is subject to the influence of its preparation process and production capacity, as well as its potential hazards to the human body. It is urgent to develop a new type of substitute product, which is applied to the concrete anti-corrosion process that is not suitable for using nano-titanium dioxide.
另外,目前的现有技术中已存在多的钢筋混凝土块防腐蚀的方法。如申请号为201310232855.2的发明专利公开了一种防腐蚀建筑混凝土,包括水泥和掺合物,还具有防腐剂和分散剂。该发明的防腐蚀建筑混凝土是通过使异丁基三乙氧基硅烷渗透到混凝土内部,与暴露在酸性或碱性环境中的空气及基底中的水分子发生化学反应,形成斥水处理层,从而抑制水分进入到基底中。其必须在制备混凝土砂浆时,即将防腐剂和分散剂加入原料中,而对于已成型的混凝土块无法使用。申请号为201510550106.3的发明专利公开了一种改性丙烯酸涂层混凝土防腐方法,包括如下步骤:涂层试验;脚手架搭设;混凝土的清理;混凝土的打磨;混凝土的修补找平;涂刷丙烯酸树脂封闭底漆;涂刷丙烯酸树脂面漆;养护。该发明本质是将丙烯酸树脂封闭底漆和面漆,在混凝土表面形成一道强有力的保护屏障,阻挡水和二氧化碳进入混凝土块。但该方法并不能对长期浸泡于水中的混凝土块其作用,因为其表面的细菌依然无法被杀灭,容易进入内部对钢筋造成侵蚀。In addition, there are many anti-corrosion methods for reinforced concrete blocks in the current prior art. For example, the invention patent with application number 201310232855.2 discloses a kind of anti-corrosion building concrete, including cement and admixture, and also has preservative and dispersant. The anti-corrosion building concrete of the invention is to make isobutyltriethoxysilane penetrate into the concrete, and react with the air exposed in the acidic or alkaline environment and the water molecules in the substrate to form a water-repellent treatment layer. Thereby inhibiting the ingress of moisture into the substrate. It must be added to the raw materials when the concrete mortar is prepared, that is, the preservative and dispersant, and cannot be used for the formed concrete blocks. The invention patent with application number 201510550106.3 discloses a modified acrylic coating concrete anticorrosion method, including the following steps: coating test; scaffold erection; concrete cleaning; concrete grinding; concrete repair and leveling; Lacquer; acrylic topcoat; curing. The essence of the invention is to seal the primer and topcoat with acrylic resin to form a strong protective barrier on the concrete surface, preventing water and carbon dioxide from entering the concrete block. However, this method does not work on concrete blocks soaked in water for a long time, because the bacteria on the surface still cannot be killed, and it is easy to enter the interior and cause corrosion to the steel bars.
发明内容Contents of the invention
本发明的目的在于解决现有技术中存在的问题,并提供一种新型的用于海洋钢筋混凝土防腐的杀菌涂料及其涂覆工艺,以满足混凝土长期浸泡于海水中而带来的杀菌防腐要求。本发明所采用的具体技术方案如下:The purpose of the present invention is to solve the problems existing in the prior art, and provide a new type of bactericidal coating and its coating process for marine reinforced concrete anticorrosion, so as to meet the antibacterial anticorrosion requirements of concrete soaked in seawater for a long time . The concrete technical scheme that the present invention adopts is as follows:
用于海洋钢筋混凝土防腐的杀菌涂料,原料包含:钛酸镁20-35质量份,硅酸盐水泥20-40质量份,砂30-50质量份。The bactericidal coating used for anticorrosion of marine reinforced concrete, the raw materials include: 20-35 parts by mass of magnesium titanate, 20-40 parts by mass of Portland cement, and 30-50 parts by mass of sand.
一种杀菌防腐涂料的涂覆工艺,步骤如下:A kind of coating process of bactericidal anticorrosion paint, the steps are as follows:
将20-35质量份的钛酸镁、20-40质量份的硅酸盐水泥搅拌、混合均匀后得到干拌料A;在干拌料A中加入适量水,充分混合均匀得到混合物B,混合物B机械拌合后,继续一边搅拌,一边再把30-50质量份的砂和4-6质量份的水一起倒入混合物B中,继续拌合形成涂料C;沾取涂料C,均匀涂覆于目标混凝土块表面并养护成型。Stir and mix 20-35 parts by mass of magnesium titanate and 20-40 parts by mass of Portland cement to obtain a dry mix A; add an appropriate amount of water to the dry mix A, and mix well to obtain a mixture B. After B is mechanically mixed, continue to stir while pouring 30-50 parts by mass of sand and 4-6 parts by mass of water into mixture B, and continue to mix to form paint C; dip paint C and coat evenly On the surface of the target concrete block and curing.
上述技术方案中,钛酸镁作为光催化材料,可以在特定波长的光辐射下,产生羟基自由基,从而达到杀菌抑菌和防腐的目的。而硅酸盐水泥和砂则起了粘合剂的作用,将钛酸镁涂覆于海洋钢筋混凝土表面,由此可以防止微生物造成的生物硫酸腐蚀,保持混凝土内部钢筋的结构安全性。In the above technical solution, magnesium titanate is used as a photocatalytic material, which can generate hydroxyl radicals under light radiation of a specific wavelength, so as to achieve the purpose of sterilization, antibacterial and anticorrosion. The Portland cement and sand act as a binder, and the magnesium titanate is coated on the surface of marine reinforced concrete, thereby preventing the corrosion of biological sulfuric acid caused by microorganisms and maintaining the structural safety of the steel inside the concrete.
作为优选,所述的目标混凝土块在涂覆涂料之前洒水湿润,使涂覆材料能够稳定、长期固定在混凝土块外表面。Preferably, the target concrete block is wetted with water before coating, so that the coating material can be stably and long-term fixed on the outer surface of the concrete block.
作为优选,所述的砂预先过80目筛网。另外,所述的干拌料A与水的重量比为(2-4):1。砂的目数和水的用量可以影响涂料的粘合性能,上述参数下其粘合性能较好。但针对具体的环境,可根据试验确定相应比例和参数。Preferably, the sand is pre-passed through an 80-mesh sieve. In addition, the weight ratio of the dry mix A to water is (2-4):1. The mesh size of the sand and the amount of water can affect the adhesion performance of the coating, and the adhesion performance is better under the above parameters. But for the specific environment, the corresponding ratio and parameters can be determined according to the experiment.
作为优选,所述的养护成型具体为将涂覆后的混凝土块静置于常温空气中凝固成型。As a preference, the curing molding is specifically to solidify the coated concrete block in air at normal temperature.
本发明的光催化防腐涂料,钛酸镁作为光催化材料,可以通过抑制细菌的生长,明显提高混凝土构件的腐蚀电位,从而减缓生物硫酸对混凝土结构腐蚀和破坏。本发明中的硅酸盐水泥及砂作为粘结剂,与钛酸镁具有协同效应,进一步的抑制了细菌的生长。本发明具有原料来源广泛,成本较低,工艺简单,杀菌性能高效稳定等优点。本发明适合用于长期浸泡于海水中的海洋混凝土结构的杀菌防腐。In the photocatalytic anticorrosion coating of the present invention, magnesium titanate is used as a photocatalytic material, which can significantly increase the corrosion potential of concrete components by inhibiting the growth of bacteria, thereby slowing down the corrosion and damage of the concrete structure by biological sulfuric acid. Portland cement and sand in the present invention are used as binders and have a synergistic effect with magnesium titanate to further inhibit the growth of bacteria. The invention has the advantages of wide source of raw materials, low cost, simple process, efficient and stable bactericidal performance and the like. The invention is suitable for sterilization and anticorrosion of marine concrete structures soaked in seawater for a long time.
附图说明Description of drawings
图1为本发明实施例3中空白对照组与实验组的自腐蚀电位随时间变化图。FIG. 1 is a graph showing the change in self-corrosion potential with time of the blank control group and the experimental group in Example 3 of the present invention.
具体实施方式detailed description
下面结合附图和具体实施方式对本发明做进一步阐述和说明。本发明中各个实施方式的技术特征在没有相互冲突的前提下,均可进行相应组合。The present invention will be further elaborated and illustrated below in conjunction with the accompanying drawings and specific embodiments. The technical features of the various implementations in the present invention can be combined accordingly on the premise that there is no conflict with each other.
用于海洋钢筋混凝土防腐的杀菌涂料原料包含:钛酸镁20-35份,硅酸盐水泥20-40份,砂30-50份(均为质量份)。杀菌防腐涂料的涂覆工艺,步骤如下:The raw materials of the antiseptic coating for marine reinforced concrete include: 20-35 parts of magnesium titanate, 20-40 parts of Portland cement, and 30-50 parts of sand (both parts by mass). The coating process of bactericidal anticorrosion coating, the steps are as follows:
预处理:砂过80目筛网,混凝土试块洒水湿润。Pretreatment: Sand passes through a 80-mesh sieve, and the concrete test block is wetted with water.
干混:将按组分比例称量的钛酸镁,硅酸盐水泥倒入容器,置于混料机中搅拌10分钟,混合均匀得到干拌料A。Dry mixing: Pour the magnesium titanate and Portland cement weighed according to the proportion of the components into the container, put them in the mixer and stir for 10 minutes, and mix well to obtain the dry mix A.
湿混:在干拌料A中加入适量水,干拌料A与水的重量比为(2-4):1,置于混料机中充分混合均匀得到混合物B。机械拌合3分钟后,继续一边搅拌,一边再把称量好的砂和(4-6)份水一起倒入混合物B中,继续拌合2分钟,形成涂料C;Wet mixing: add an appropriate amount of water to the dry mix A, the weight ratio of the dry mix A to water is (2-4):1, put it in a mixer and mix well to obtain the mixture B. After mechanical mixing for 3 minutes, continue to stir, and pour the weighed sand and (4-6) parts of water into the mixture B, and continue to mix for 2 minutes to form the coating C;
涂覆:把事先准备好的混凝土试块洒水湿润,用滚筒刷沾取涂料C,均匀涂覆于混凝土表面,形成试块D。Coating: Wet the pre-prepared concrete test block with water, dip paint C with a roller brush, and evenly coat the concrete surface to form test block D.
养护:试块D静置于常温空气中24小时候后凝固成型。Curing: The test block D was left standing in the air at room temperature for 24 hours and then solidified and formed.
下述实施例1-3分别为杀菌涂料的制备:Following examples 1-3 are respectively the preparation of bactericidal coating:
实施例1Example 1
预处理:砂过80目筛网,混凝土试块洒水湿润。Pretreatment: Sand passes through a 80-mesh sieve, and the concrete test block is wetted with water.
干混:将称量的30份钛酸镁,31份硅酸盐水泥倒入容器,置于混料机中搅拌10分钟,得到干拌料A。Dry mixing: Pour 30 parts of magnesium titanate and 31 parts of Portland cement into a container, place them in a mixer and stir for 10 minutes to obtain a dry mixture A.
湿混:按照A:水=3:1的重量比,在干拌料A中加入水20.3份,置于混料机中充分混合均匀得到混合物B。机械拌合3分钟后,一边搅拌,一边再把称量好的39份砂和4份水一起倒入混合物B中,继续拌合2分钟,形成涂料C;Wet mixing: according to the weight ratio of A: water = 3:1, add 20.3 parts of water to the dry mix A, put it in a mixer and mix well to obtain the mixture B. After mechanical mixing for 3 minutes, while stirring, pour 39 parts of sand and 4 parts of water into mixture B together, and continue mixing for 2 minutes to form coating C;
涂覆:用滚筒刷沾取涂料C,均匀涂覆于混凝土表面。Coating: Dip paint C with a roller brush and spread it evenly on the concrete surface.
养护:试块静置于常温空气中24小时后凝固成型。Curing: The test block is solidified after standing in the air at room temperature for 24 hours.
实施例2Example 2
预处理:砂过80目筛网,混凝土试块洒水湿润。Pretreatment: Sand passes through a 80-mesh sieve, and the concrete test block is wetted with water.
干混:将称量的25份钛酸镁,28份硅酸盐水泥倒入容器,置于混料机中搅拌7分钟,得到干拌料A。Dry mixing: Pour 25 parts of magnesium titanate and 28 parts of portland cement into a container, place them in a mixer and stir for 7 minutes to obtain a dry mixture A.
湿混:按照A:水=2:1的重量比,在干拌料A中加入水26.5份,置于混料机中充分混合均匀得到混合物B。机械拌合3分钟后,一边搅拌,一边再把称量好的47份砂和4份水一起倒入混合物B中,继续拌合2分钟,形成涂料C;Wet mixing: according to the weight ratio of A: water = 2:1, add 26.5 parts of water to the dry mix A, put it in the mixer and mix well to obtain the mixture B. After 3 minutes of mechanical mixing, while stirring, pour 47 parts of sand and 4 parts of water into mixture B together, and continue mixing for 2 minutes to form coating C;
涂覆:用滚筒刷沾取涂料C,均匀涂覆于混凝土表面。Coating: Dip paint C with a roller brush and spread it evenly on the concrete surface.
养护:试块静置于常温空气中24小时后凝固成型。Curing: The test block is solidified after standing in the air at room temperature for 24 hours.
实施例3Example 3
预处理:砂过80目筛网,混凝土试块洒水湿润。Pretreatment: Sand passes through a 80-mesh sieve, and the concrete test block is wetted with water.
干混:将称量的33份钛酸镁,33份硅酸盐水泥倒入容器,置于混料机中搅拌7分钟,得到干拌料A。Dry mixing: Pour 33 parts of magnesium titanate and 33 parts of portland cement into a container, place them in a mixer and stir for 7 minutes to obtain a dry mixture A.
湿混:按照A:水=2.5:1的重量比,在干拌料A中加入水23.2份,置于混料机中充分混合均匀得到混合物B。机械拌合3分钟后,一边搅拌,一边再把称量好的42砂和4份水一起倒入混合物B中,继续拌合2分钟,形成涂料C;Wet mixing: According to the weight ratio of A: water = 2.5: 1, add 23.2 parts of water to the dry mix A, put it in the mixer and mix well to obtain the mixture B. After 3 minutes of mechanical mixing, while stirring, pour the weighed 42 sand and 4 parts of water into the mixture B, and continue to mix for 2 minutes to form the coating C;
涂覆:用滚筒刷沾取涂料C,均匀涂覆于混凝土表面。Coating: Dip paint C with a roller brush and spread it evenly on the concrete surface.
养护:试块静置于常温空气中24小时后凝固成型。Curing: The test block is solidified after standing in the air at room temperature for 24 hours.
为了验证本发明的涂料和涂覆方法的效果,进行了开路电位测试和光催化杀菌实验。上述实施例1-3所制备的混凝土块的测试结果基本相同,为了简明起见,下面以实施例3为例进行阐述。其具体方法和结果如下:In order to verify the effect of the coating and coating method of the present invention, an open circuit potential test and a photocatalytic sterilization experiment were carried out. The test results of the concrete blocks prepared in the above-mentioned Examples 1-3 are basically the same. For the sake of brevity, Example 3 is taken as an example below to illustrate. The specific methods and results are as follows:
1)开路电位测试1) Open circuit potential test
分别取两个实验组,每组两个平行混凝土试块(40*40*40mm)。第一组作为空白对照组,两个试块没有涂覆本发明涂料(UC-01/02)。第二组作为实验组,两个试块均匀涂覆本发明的光催化防腐涂料(C-01/02)。每个试块单独放入四个密封杯中,并倒入400ml带有细菌(T-硫氧化菌、硫杆菌X、噬硅菌)的污水,并用日光灯进行照射。每天定时取出试块,用电化学工作站做开路电位测试。测试结果如图1所示。Take two experimental groups, each with two parallel concrete test blocks (40*40*40mm). The first group was used as a blank control group, and the two test blocks were not coated with the coating of the present invention (UC-01/02). The second group is used as an experimental group, and two test blocks are evenly coated with the photocatalytic anticorrosion coating (C-01/02) of the present invention. Each test block is put into four sealed cups separately, and poured into 400ml of sewage with bacteria (T-sulfur oxidizing bacteria, Thiobacillus X, Silicophage), and irradiated with a fluorescent lamp. Take out the test block regularly every day, and use the electrochemical workstation to do the open circuit potential test. The test results are shown in Figure 1.
众所周知,腐蚀电位越高,越不容易腐蚀。在浸泡于污水中的初始阶段,腐蚀电位波动很大,而且腐蚀电位往往朝着数值变小的方向(即腐蚀的方向)进行。随着浸泡时间越来越长,腐蚀电位的波动越来越小,最终腐蚀电位趋向于一个稳定的数值。It is well known that the higher the corrosion potential, the less likely it is to corrode. In the initial stage of immersion in sewage, the corrosion potential fluctuates greatly, and the corrosion potential tends to go in the direction of decreasing value (that is, the direction of corrosion). As the immersion time gets longer, the fluctuation of corrosion potential becomes smaller and smaller, and finally the corrosion potential tends to a stable value.
由测试图可以发现,涂覆有本发明的光催化防腐涂料的两个混凝土试件(C-01/02)腐蚀电位区间在-300—-400mV之间,明显高于没有涂覆本发明的光催化防腐涂料的两个混凝土试件(UC-01/02)腐蚀电位-650—-750mV,两者电位差达到250mV左右。所以本发明的光催化防腐涂料可以通过抑制细菌的生长,明显提高混凝土构件的腐蚀电位,从而减缓生物硫酸对混凝土结构腐蚀和破坏。It can be found from the test chart that the corrosion potential interval of two concrete specimens (C-01/02) coated with the photocatalytic anticorrosion coating of the present invention is between -300--400mV, which is obviously higher than that of the concrete specimen not coated with the present invention. The corrosion potential of the two concrete specimens (UC-01/02) of the photocatalytic anticorrosion coating is -650—-750mV, and the potential difference between the two reaches about 250mV. Therefore, the photocatalytic anticorrosion coating of the present invention can significantly increase the corrosion potential of concrete components by inhibiting the growth of bacteria, thereby slowing down the corrosion and damage of concrete structures by biological sulfuric acid.
2)光催化杀菌实验2) Photocatalytic sterilization experiment
准备实验用试块:混凝土试块(40*40*5mm)分为两组,空白组混凝土试块不做处理,实验组混凝土试块表面(40*40mm)涂抹本发明涂料。Prepare the test block for the experiment: the concrete test block (40*40*5mm) is divided into two groups, the blank group concrete test block is not processed, and the surface of the experimental group concrete test block (40*40mm) is coated with the coating of the present invention.
取实验用试块放置于培养皿中,40*40mm的面朝上,把事先配置好的带有菌落的营养液倒入试块上,使用紫外光线照射到带有菌落的液体上,过一段时间,取一定量带菌落液体滴落于无菌平板上,并在显微镜下计数。以菌落数量的多少来判断涂层杀菌能力的强弱。菌落数量越少,则代表杀菌能力越强。Take the experimental test block and place it in a petri dish, with the 40*40mm side facing up, pour the pre-configured nutrient solution with colonies onto the test block, use ultraviolet light to irradiate the liquid with colonies, and wait for a while time, take a certain amount of liquid with colonies and drop them on a sterile plate, and count them under a microscope. The bactericidal ability of the coating is judged by the number of colonies. The lower the number of colonies, the stronger the bactericidal ability.
补充说明:1、(由于紫外线本身就有很强的杀菌作用,如果使用能量较强的紫外灯,会掩盖本发明涂层试片的光催化杀菌作用,因此本实验选用中等激发波长365nm、中等功率20W的紫外光作为光催化激发光源)2、由于菌落种类数量众多,本实验选择了造成生物硫酸腐蚀的三种细菌作为实验菌:T-硫氧化菌、硫杆菌X、噬硅菌。Supplementary explanation: 1, (because ultraviolet light itself just has very strong bactericidal effect, if use the ultraviolet lamp with stronger energy, can cover the photocatalytic sterilizing effect of coating test piece of the present invention, so this experiment selects medium excitation wavelength 365nm, medium Ultraviolet light with a power of 20W is used as a photocatalytic excitation light source) 2. Due to the large number of bacterial colonies, three bacteria that cause biological sulfuric acid corrosion were selected as experimental bacteria in this experiment: T-sulfur oxidizing bacteria, Thiobacillus X, and Silicophage.
表1 T-硫氧化菌培养液试验Table 1 T-sulfur oxidizing bacteria culture solution test
表2硫杆菌X培养液试验Table 2 Thiobacillus X culture solution test
表3噬硅菌培养液试验Table 3 Test of silophage culture medium
注:单位cfu/ml:指的是每毫升样品中含有的细菌群落总数Note: unit cfu/ml: refers to the total number of bacterial communities contained in each milliliter sample
由上表可见在经过35分钟的紫外线照射后,四种涂层试块上的活菌菌量分别减少到0.50,0.67,0.55,只有原活菌菌量的31.6%,36.8%,34.2%,。然而作为对照的无涂层试块上的活菌菌量仍然维持在1.5-1.8。说明涂层试件能够有效的杀灭菌群。It can be seen from the above table that after 35 minutes of ultraviolet irradiation, the amount of viable bacteria on the four coating test pieces was reduced to 0.50, 0.67, and 0.55 respectively, only 31.6%, 36.8%, and 34.2% of the original amount of viable bacteria. . However, the amount of viable bacteria on the uncoated test piece as a control still remained at 1.5-1.8. It shows that the coated specimen can effectively kill the bacteria group.
以上所述的实施例只是本发明的一种较佳的方案,然其并非用以限制本发明。有关技术领域的普通技术人员,在不脱离本发明的精神和范围的情况下,还可以做出各种变化和变型。因此凡采取等同替换或等效变换的方式所获得的技术方案,均落在本发明的保护范围内。The above-mentioned embodiment is only a preferred solution of the present invention, but it is not intended to limit the present invention. Various changes and modifications can be made by those skilled in the relevant technical fields without departing from the spirit and scope of the present invention. Therefore, all technical solutions obtained by means of equivalent replacement or equivalent transformation fall within the protection scope of the present invention.
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