CN110041007A - A kind of impervious marble powder composite blend and its application - Google Patents
A kind of impervious marble powder composite blend and its application Download PDFInfo
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- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
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Abstract
本发明提供一种抗渗型大理石粉复合掺合料及其应用,该抗渗型大理石粉复合掺合料,按重量份计,包括以下组分:改性大理石粉:75~90份,改性偏高岭土:10~25份,胶粉:2~6份,玄武岩纤维:0.5~1.5份。本发明的抗渗型大理石粉复合掺合料通过将大理石粉和偏高岭土改性后,与胶粉和玄武岩纤维复合后制备混凝土用掺合料,四者协同作用大大提高了本发明抗渗型大理石粉复合掺合料与水泥的反应活性,将其用于混凝土的配制,其可在混凝土内部形成叠叠交错的有机‑无机三维互穿网络结构,从而大大改善混凝土的孔结构分布,提高混凝土的密实性,进而使得所制混凝土具有较高的力学性能和耐久性能。The invention provides an impermeable marble powder composite admixture and application thereof. The impermeable marble powder composite admixture, in parts by weight, comprises the following components: modified marble powder: 75-90 parts, modified Metakaolin: 10-25 parts, rubber powder: 2-6 parts, basalt fiber: 0.5-1.5 parts. The impermeable marble powder composite admixture of the present invention is prepared by modifying marble powder and metakaolin, and then compounding with rubber powder and basalt fiber to prepare an admixture for concrete. The synergistic effect of the four greatly improves the impermeability type of the present invention. The reactivity of marble powder composite admixture with cement is used in the preparation of concrete, which can form overlapping organic-inorganic three-dimensional interpenetrating network structure inside the concrete, thereby greatly improving the distribution of the pore structure of the concrete and improving the concrete structure. The compactness of the concrete makes the concrete have higher mechanical properties and durability.
Description
技术领域technical field
本发明涉及混凝土技术领域,特别涉及一种抗渗型大理石粉复合掺合料。The invention relates to the technical field of concrete, in particular to an impermeable marble powder composite admixture.
背景技术Background technique
近年来,随着我国基础建设快速推进,混凝土的需求量急剧增大,混凝土掺合料的用量也越来越大。然而,优质矿物掺合料资源不足且地区分布不均等原因,常用的掺合料(矿渣、粉煤灰、火山灰等)面临着资源紧缺、运输成本加大的现况,导致出现混凝土生产成本高、经济效益差等问题。针对这种情况,寻找一种新的混凝土矿物掺和料来缓解现有掺合料短缺的问题势在必行。In recent years, with the rapid advancement of infrastructure construction in my country, the demand for concrete has increased sharply, and the amount of concrete admixtures has also increased. However, due to insufficient resources of high-quality mineral admixtures and uneven regional distribution, commonly used admixtures (slag, fly ash, volcanic ash, etc.) are faced with the current situation of resource shortage and increased transportation costs, resulting in high concrete production costs. , poor economic efficiency, etc. In view of this situation, it is imperative to find a new concrete mineral admixture to alleviate the shortage of existing admixtures.
我国大理石资源丰富,应用广泛,产量巨大,2015年我国天然大理石建筑板材产量达到3.35亿平方米,然其开采与加工过程中产生约占原石材20%~50%的废料,将其磨细作混凝土矿物掺合料可解决大理石行业面临的资源浪费和环境污染问题,同时将推动混凝土行业的绿色及可持续发展。my country's marble resources are rich, widely used, and the output is huge. In 2015, the output of natural marble building panels in my country reached 335 million square meters. However, in the process of mining and processing, wastes that account for about 20% to 50% of the original stone are generated, which are ground into concrete. Mineral admixtures can solve the problems of resource waste and environmental pollution faced by the marble industry, and at the same time will promote the green and sustainable development of the concrete industry.
国内外学者针对大理石粉混凝土进行了大量研究,结果表明在物理力学方面,低掺量(一般为10%以下)的大理石粉可改善混凝土的工作性能,促进水泥水化,提高混凝土强度,尤其是早期强度。但随着大理石粉掺量的继续增加,混凝土强度损失较大。在耐久性方面,抗渗性是表征混凝土耐久性重要指标,大理石粉可提高混凝土抗碳化性,但由于大理石粉混凝土中孔隙率及孔隙尺寸的增大,所以混凝土抗渗性能有所下降;同时,其电通量随大理石粉掺量增多而增大,也会导致其抗氯离子渗透性能下降。Scholars at home and abroad have carried out a lot of research on marble powder concrete. The results show that in terms of physical mechanics, marble powder with low content (generally below 10%) can improve the working performance of concrete, promote cement hydration, and improve concrete strength, especially early strength. However, with the continuous increase of the marble powder content, the concrete strength loss is relatively large. In terms of durability, impermeability is an important indicator to characterize the durability of concrete. Marble powder can improve the carbonization resistance of concrete. However, due to the increase of porosity and pore size in marble powder concrete, the impermeability of concrete decreases. , its electric flux increases with the increase of marble powder content, which will also lead to a decrease in its resistance to chloride ion penetration.
综上,目前大理石粉在混凝土中可用掺量较小,同时不利于混凝土的抗渗性能,从而限制了大理石粉的广泛使用。为此,有必要提出一种大理石粉复合矿物掺合料,在保证良好的工作与力学性能前提下,提高混凝土耐久性。To sum up, the available amount of marble powder in concrete is small at present, which is not conducive to the impermeability of concrete, thus limiting the extensive use of marble powder. Therefore, it is necessary to propose a marble powder composite mineral admixture, which can improve the durability of concrete under the premise of ensuring good working and mechanical properties.
发明内容SUMMARY OF THE INVENTION
有鉴于此,本发明旨在提出一种抗渗型大理石粉复合掺合料,以解决现有大理石粉利用率低,且其在混凝土中应用效果差的问题。In view of this, the present invention aims to propose an impermeable marble powder composite admixture to solve the problems of low utilization rate of existing marble powder and poor application effect in concrete.
为达到上述目的,本发明的技术方案是这样实现的:In order to achieve the above object, the technical scheme of the present invention is achieved in this way:
一种抗渗型大理石粉复合掺合料,按重量份计,包括以下组分:An impermeable marble powder composite admixture, by weight, comprises the following components:
改性大理石粉:75~90份,Modified marble powder: 75-90 parts,
改性偏高岭土:10~25份,Modified metakaolin: 10-25 parts,
胶粉:2~6份,Rubber powder: 2 to 6 parts,
玄武岩纤维:0.5~1.5份。Basalt fiber: 0.5 to 1.5 parts.
可选地,所述改性大理石粉为大理石粉经激发剂改性制得。Optionally, the modified marble powder is obtained by modifying marble powder with an activator.
可选地,所述改性大理石粉的改性方法,包括以下步骤:Optionally, the modification method of the modified marble powder comprises the following steps:
配制浓度为50%的激发剂溶液;Prepare 50% activator solution;
采用流化床~化学气相沉积法,将雾化后的所述激发剂溶液均匀包裹在大理石粉表面,然后,经过烘干、破碎、过筛,即得改性大理石粉。Using the fluidized bed-chemical vapor deposition method, the atomized activator solution is evenly wrapped on the surface of the marble powder, and then, after drying, crushing and sieving, the modified marble powder is obtained.
可选地,所述激发剂占所述大理石粉总量的1~3%。Optionally, the activator accounts for 1-3% of the total amount of the marble powder.
可选地,所述激发剂包括元明粉、纯碱、三异丙醇胺;所述元明粉、所述纯碱、所述三异丙醇胺的质量比为(55~65)∶(35~40)∶(1~3)。Optionally, the activating agent comprises Yuanming powder, soda ash, and triisopropanolamine; the mass ratio of the Yuanming powder, the soda ash, and the triisopropanolamine is (55-65):(35 ~40): (1~3).
可选地,所述改性偏高岭土为偏高岭土经硅烷偶联剂改性制得。Optionally, the modified metakaolin is prepared by modifying metakaolin with a silane coupling agent.
可选地,所述改性偏高岭土的改性方法包括以下步骤:Optionally, the modification method of described modified metakaolin comprises the following steps:
用无水乙醇将硅烷偶联剂配制成质量浓度为1.5~3%的稀释液;The silane coupling agent is prepared into a diluent with a mass concentration of 1.5-3% with absolute ethanol;
将偏高岭土浸泡在所述稀释液中,搅拌并恒温水浴加热,然后,过滤,自然风干,即得改性偏高岭土。The metakaolin is soaked in the diluent, stirred and heated in a constant temperature water bath, then filtered and air-dried to obtain the modified metakaolin.
可选地,所述胶粉为可再分散醋酸乙烯~乙烯共聚物胶粉。Optionally, the rubber powder is redispersible vinyl acetate-ethylene copolymer rubber powder.
本发明的另一目的在于提供一种上述抗渗型大理石粉复合掺合料在混凝土中的应用,该应用中所述混凝土包括水泥;所述抗渗型大理石粉复合掺合料等量取代15~30%的所述水泥。Another object of the present invention is to provide an application of the above impermeable marble powder composite admixture in concrete, in which the concrete includes cement; the impermeable marble powder composite admixture replaces 15 ~30% of the cement.
相对于现有技术,本发明所述的抗渗型大理石粉复合掺合料具有以下优势:Compared with the prior art, the impermeable marble powder composite admixture of the present invention has the following advantages:
1、本发明的抗渗型大理石粉复合掺合料通过将大理石粉和偏高岭土改性后,与胶粉和玄武岩纤维复合后制备混凝土用掺合料,因改性后的大理石粉具有很高的活性,且改性后的偏高岭土的团聚效应得到有效降低,同时,玄武岩纤维可在混凝土内部形成三维乱向分布网络体系,发挥纤维桥连效应,而胶粉可随水泥水化形成聚合物凝胶,填充水泥石空隙,四者协同作用大大提高了本发明抗渗型大理石粉复合掺合料与水泥的反应活性,将其用于混凝土的配制,其可在混凝土内部形成叠叠交错的有机-无机三维互穿网络结构,从而大大改善混凝土的孔结构分布,提高混凝土的密实性,进而使得所制混凝土具有较高的力学性能和耐久性能。1. The impermeable marble powder composite admixture of the present invention is prepared by compounding the marble powder and metakaolin with the rubber powder and the basalt fiber to prepare the admixture for concrete, because the modified marble powder has a high performance. and the agglomeration effect of the modified metakaolin is effectively reduced. At the same time, the basalt fibers can form a three-dimensional random distribution network system inside the concrete, exerting the fiber bridging effect, and the rubber powder can form polymers with cement hydration Gel fills the voids of cement and stone, and the synergistic effect of the four greatly improves the reactivity of the impermeable marble powder composite admixture of the present invention and cement. When it is used for the preparation of concrete, it can form overlapping staggered structures inside the concrete. The organic-inorganic three-dimensional interpenetrating network structure can greatly improve the distribution of the pore structure of the concrete, improve the compactness of the concrete, and then make the prepared concrete have higher mechanical properties and durability.
2、本发明的抗渗型大理石粉复合掺合料采用改性大理石粉和改性偏高岭土复配胶粉和玄武岩纤维复配的方法制得,其中,改性大理石粉和改性偏高岭土均具有良好的形态效应和填充作用,将其用于混凝土的制备,可优化混凝土中胶凝材料的级配,从而有利于进一步改善混凝土的孔结构,提高混凝土的密实度,进而有利于进一步提高所制混凝土的力学性能和耐久性能。2. The impermeable marble powder composite admixture of the present invention is prepared by compounding modified marble powder and modified metakaolin with rubber powder and basalt fiber, wherein the modified marble powder and modified metakaolin are It has good morphological effect and filling effect. It can be used in the preparation of concrete to optimize the gradation of cementitious materials in concrete, which is beneficial to further improve the pore structure of concrete, improve the compactness of concrete, and further improve the Mechanical properties and durability of concrete.
3、本发明的抗渗型大理石粉复合掺合料以改性大理石粉为主要原料,其掺量在本发明的抗渗型大理石粉复合掺合料中的比例可达85%以上,将本发明的的抗渗型大理石粉复合掺合料用于混凝土的制备,其对水泥的替代量可达30%,即大理石粉在混凝土中的利用率可达25%以上,不仅解决了大理石粉的高附加值利用问题,避免其对环境造成污染,而且有利于混凝土行业资源紧缺的问题。3. The impermeable marble powder composite admixture of the present invention uses modified marble powder as the main raw material, and the proportion of its content in the impermeable marble powder composite admixture of the present invention can reach more than 85%. The impermeable marble powder composite admixture invented by the invention is used in the preparation of concrete, and its replacement amount for cement can reach 30%, that is, the utilization rate of marble powder in concrete can reach more than 25%, which not only solves the problem of marble powder. The problem of high value-added utilization avoids its pollution to the environment, and is conducive to the shortage of resources in the concrete industry.
具体实施方式Detailed ways
大理石粉具有良好的形态效应与填充作用,可显著改善混凝土工作性能,但其活性较低,不利于混凝土强度发展,限制了其在混凝土中的应用;偏高岭土是一种硅铝无定形活性材料,能与水泥水化产物发生火山灰反应生成凝胶,提高混凝土强度,但其表面能较大,易团聚且需水量较大,对混凝土工作性能不利;玄武岩纤维与混凝土具有天然相容性,在混凝土中分散性较好,均匀分散的玄武岩纤维在混凝土中内部形成三维乱向分布网络体系,发挥纤维桥连效应,其既能承托骨料,又能贯穿微裂缝,有效阻止微裂缝发展,提高混凝土抗渗抗裂性能;可再分散乳胶粉在水中溶解形成聚合物乳液,随着水泥水化的进行,聚合物凝胶逐渐填充在水泥石孔隙中并形成一层聚合物薄膜,同时聚合物中活性基团可与水化产物反应,形成叠叠交错的三维网络结构,提高了水泥与集料、纤维粘结力,改善了界面结合,有效抑制了微裂纹的发展,提高混凝土抗渗性能。本发明基于此,对大理石粉和偏高岭土进行改性后,复配玄武岩纤维和可再分散乳胶粉制备抗渗型大理石粉复合掺合料,以提高大理石粉在混凝土中应用效果,进而提高其在混凝土中的利用率。Marble powder has good morphological effect and filling effect, which can significantly improve the working performance of concrete, but its low activity is not conducive to the development of concrete strength, which limits its application in concrete; metakaolin is a silica-alumina amorphous active material , which can react with cement hydration products to generate pozzolanic gel and improve the strength of concrete, but its surface energy is large, it is easy to agglomerate and requires a large amount of water, which is detrimental to the working performance of concrete; basalt fiber has natural compatibility with concrete, in the The dispersibility in concrete is good, and the uniformly dispersed basalt fibers form a three-dimensional random distribution network system in the concrete, exerting the fiber bridging effect, which can not only support the aggregate, but also penetrate the micro-cracks, effectively preventing the development of micro-cracks. Improve the impermeability and crack resistance of concrete; dispersible polymer powder dissolves in water to form polymer emulsion, with the progress of cement hydration, polymer gel gradually fills in the pores of cement stone and forms a polymer film, and polymerizes at the same time The active groups in the medium can react with the hydration products to form a three-dimensional network structure that is stacked and intertwined, which improves the adhesion between cement and aggregates and fibers, improves the interface bonding, effectively inhibits the development of micro-cracks, and improves the impermeability of concrete. performance. Based on this, the present invention, after the marble powder and metakaolin are modified, compound basalt fiber and redispersible latex powder to prepare an impermeable marble powder composite admixture, so as to improve the application effect of marble powder in concrete, and then improve its utilization in concrete.
其中,在本发明中,为了提高大理石粉和偏高岭土的活性,大理石粉的比表面积优选为不小于600m2/kg,D50优选为不大于10μm,偏高岭土中SiO2与 Al2O3质量百分含量优选为不小于95%,表面积优选为不小于1350m2/kg,且为了使玄武岩纤维在混凝土中具有良好的分散效果,玄武岩纤维的单丝直径优选为13~16μm,长径比优选为大于1000,弹性模量优选为大于95GPa,断裂延伸率优选为不小于2%。Among them, in the present invention, in order to improve the activity of marble powder and metakaolin, the specific surface area of marble powder is preferably not less than 600 m 2 /kg, D50 is preferably not more than 10 μm, and the mass of SiO 2 and Al 2 O 3 in metakaolin is 100%. The fractional content is preferably not less than 95%, the surface area is preferably not less than 1350m 2 /kg, and in order to make the basalt fiber have a good dispersion effect in the concrete, the single filament diameter of the basalt fiber is preferably 13-16 μm, and the aspect ratio is preferably More than 1000, the elastic modulus is preferably more than 95 GPa, and the elongation at break is preferably not less than 2%.
需要说明的是,在不冲突的情况下,本发明中的实施例及实施例中的特征可以相互组合。It should be noted that the embodiments of the present invention and the features of the embodiments may be combined with each other under the condition of no conflict.
下面将结合实施例来详细说明本发明。The present invention will be described in detail below with reference to the embodiments.
实施例1Example 1
一种抗渗型大理石粉复合掺合料(MⅠ),按重量份计,包括以下组分:An impermeable marble powder composite admixture (MI), by weight, comprising the following components:
改性大理石粉:75份,Modified marble powder: 75 parts,
改性偏高岭土:25份,Modified metakaolin: 25 parts,
胶粉:3份,Rubber powder: 3 parts,
玄武岩纤维:1份。Basalt fiber: 1 serving.
其中,胶粉为可再分散醋酸乙烯~乙烯共聚物胶粉,其固含量大于98%;玄武岩纤维的单丝直径单丝直径优选为15μm,长度优选为18mm,弹性模量优选为大于95GPa,断裂延伸率优选为不小于2%。Wherein, the rubber powder is redispersible vinyl acetate-ethylene copolymer rubber powder, and its solid content is greater than 98%; the monofilament diameter of the basalt fiber is preferably 15 μm, the length is preferably 18 mm, and the elastic modulus is preferably greater than 95 GPa, The elongation at break is preferably not less than 2%.
在本实施例中,改性大理石粉的改性方法,包括以下步骤:In the present embodiment, the modification method of modified marble powder comprises the following steps:
在超生分散器内配制浓度为50%的激发剂溶液,其中,配制激发剂溶液的激发剂包括元明粉、纯碱、三异丙醇胺;元明粉、纯碱、三异丙醇胺的质量比为60∶38∶2;The activator solution with a concentration of 50% is prepared in the super disperser, wherein the activator for preparing the activator solution includes Yuanming powder, soda ash and triisopropanolamine; the mass of Yuanming powder, soda ash and triisopropanolamine The ratio is 60:38:2;
采用流化床~化学气相沉积法,将经雾化器雾化后的激发剂溶液在流化床内均匀包裹在大理石粉表面,然后,收集粉体,并将收集的粉体进行烘干、破碎、过筛,即得改性大理石粉,其中,激发剂占大理石粉总量的1%,大理石粉的比表面积优选为667m2/kg,D50优选为8.52μm。Using the fluidized bed to chemical vapor deposition method, the activator solution atomized by the atomizer is evenly wrapped on the surface of the marble powder in the fluidized bed, and then the powder is collected, and the collected powder is dried, The modified marble powder is obtained by crushing and sieving, wherein the activator accounts for 1% of the total amount of the marble powder, the specific surface area of the marble powder is preferably 667 m 2 /kg, and the D50 is preferably 8.52 μm.
在本实施例中,通过流化床~化学气相沉积法对大理石粉进行表面改性,激发剂均匀包覆在大理石粉体表面,形成纳米修饰层,可有效提高大理石粉活性,从而提高水泥浆体中可与偏高岭土中活性SiO2与活性Al2O3发生火山灰反应的 Ca(OH)2的量,进而有利于增加混凝土中可填充混凝土孔隙的CSH和CASH等凝胶的生成量,从而提高混凝土的力学性能和耐久性能,同时,激发剂中元明粉、三异丙醇胺具有很好的早强效果,能促进水泥水化,进而进一步增加水化产物生成量,从而进一步提高混凝土的力学性能和耐久性能。In this embodiment, the surface of the marble powder is modified by the fluidized bed-chemical vapor deposition method, and the activator is evenly coated on the surface of the marble powder to form a nano-modified layer, which can effectively improve the activity of the marble powder, thereby improving the cement slurry. The amount of Ca(OH) 2 in the body that can react with active SiO 2 and active Al 2 O 3 in metakaolin in the pozzolanic ash reaction is beneficial to increase the amount of gels such as CSH and CASH that can fill the concrete pores in the concrete. Improve the mechanical properties and durability of concrete, and at the same time, the activator of cyanobacterial powder and triisopropanolamine have a good early strength effect, which can promote the hydration of cement, and further increase the production of hydration products, thereby further improving the concrete. mechanical properties and durability.
而且,在本实施例中,改性偏高岭土的改性方法包括以下步骤:Moreover, in the present embodiment, the modification method of modified metakaolin comprises the following steps:
用无水乙醇将硅烷偶联剂配制成质量浓度为3%的稀释液;The silane coupling agent is prepared into a diluent with a mass concentration of 3% with absolute ethanol;
将偏高岭土浸泡在稀释液中,然后,置于40℃恒温水槽中,并中速搅拌45min 后,过滤,自然风干,即得改性偏高岭土,其中,偏高岭土的比表面积为1350 m2/kg。Soak the metakaolin in the diluent, then place it in a constant temperature water tank at 40°C, stir at a medium speed for 45 minutes, filter, and air dry it naturally to obtain the modified metakaolin, wherein the specific surface area of the metakaolin is 1350 m 2 / kg.
在本实施例中,以硅烷偶联剂对偏高岭土进行改性,可有效降低偏高岭土的团聚效应,提高其与混凝土中水化产物Ca(OH)2的火山灰反应效率,进而提高混凝土的力学性能和耐久性能,且偏高岭土的团聚效应的改善可降低其需水量,进而提高混凝土的工作性能,同时,在偏高岭土水化时,因硅烷偶联剂的亲水特性,可进一步提高偏高岭土与水泥的火山灰反应效率,另外,硅烷偶联剂可增强硬化混凝土颗粒键合能力,从而改善混凝土力学性能。In this embodiment, the metakaolin is modified with a silane coupling agent, which can effectively reduce the agglomeration effect of metakaolin, improve the pozzolanic reaction efficiency with the hydration product Ca(OH) 2 in the concrete, and further improve the mechanical properties of the concrete. performance and durability, and the improvement of the agglomeration effect of metakaolin can reduce its water demand, thereby improving the working performance of concrete. The efficiency of the pozzolanic reaction with cement, in addition, the silane coupling agent can enhance the bonding ability of hardened concrete particles, thereby improving the mechanical properties of concrete.
实施例2Example 2
本实施例与上述实施例的区别在于:本实施例的抗渗型大理石粉复合掺合料(MⅡ),按重量份计,包括以下组分:The difference between this embodiment and the above-mentioned embodiment is that the impermeable marble powder composite admixture (MII) of this embodiment, in parts by weight, includes the following components:
改性大理石粉:83份,Modified marble powder: 83 parts,
改性偏高岭土:17份,Modified metakaolin: 17 parts,
胶粉:4份,Rubber powder: 4 parts,
玄武岩纤维:0.5份。Basalt fiber: 0.5 parts.
大理石粉的改性过程中,激发剂占大理石粉总量的1.5%。In the modification process of marble powder, the activator accounts for 1.5% of the total amount of marble powder.
偏高岭土的改性过程中,用无水乙醇将硅烷偶联剂配制成质量浓度为2%的稀释液。During the modification process of metakaolin, the silane coupling agent was prepared into a diluent with a mass concentration of 2% with absolute ethanol.
实施例3Example 3
本实施例与上述实施例的区别在于:本实施例的抗渗型大理石粉复合掺合料(MⅢ),按重量份计,包括以下组分:The difference between this embodiment and the above-mentioned embodiment is that the impermeable marble powder composite admixture (MIII) of this embodiment, in parts by weight, includes the following components:
改性大理石粉:90份,Modified marble powder: 90 parts,
改性偏高岭土:10份,Modified metakaolin: 10 parts,
胶粉:6份,Rubber powder: 6 parts,
玄武岩纤维:1.5份。Basalt fiber: 1.5 parts.
大理石粉的改性过程中,激发剂占大理石粉总量的3%。In the modification process of marble powder, the activator accounts for 3% of the total amount of marble powder.
偏高岭土的改性过程中,用无水乙醇将硅烷偶联剂配制成质量浓度为1.5%的稀释液。During the modification process of metakaolin, the silane coupling agent was prepared into a diluent with a mass concentration of 1.5% with absolute ethanol.
对实施例1~3的抗渗型大理石粉复合掺合料在混凝土中应用效果进行测试,并将其与对比例的大理石粉复合掺合料进行对比,其中,对比例的大理石粉复合掺合料(DM)中大理石粉和偏高岭土均未经改性,且各原料配比同实施例1。采用实施例1~3的抗渗型大理石粉复合掺合料以及对比例中大理石粉复合掺合料制备混凝土的配合比如表1所示。表1中水泥为P·O 42.5级,砂为Ⅱ区间中砂,其细度模数为2.4,碎石为5-25mm连续级配,减水剂为固含量为20%的聚羧酸减水剂。The application effect of the impermeable marble powder composite admixture of Examples 1 to 3 was tested in concrete, and compared with the marble powder composite admixture of the comparative example, wherein the marble powder composite admixture of the comparative example was Marble powder and metakaolin in the material (DM) are all unmodified, and the ratio of each raw material is the same as in Example 1. Table 1 shows the mixing ratio of concrete prepared by using the impermeable marble powder composite admixtures of Examples 1 to 3 and the marble powder composite admixture in the comparative example. The cement in Table 1 is P O 42.5, the sand is medium sand in the II interval, its fineness modulus is 2.4, the crushed stone is 5-25mm continuous gradation, and the water reducing agent is polycarboxylate with a solid content of 20%. Water agent.
表1Table 1
按照GB/T 50080-2016《混凝土拌合物性能试验方法》以及GB/T 50081-2016 《混凝土力学性能试验方法》,测试表1中混凝土的力学性能和耐久性能,测试结果如表2所示。According to GB/T 50080-2016 "Test Method for Performance of Concrete Mixtures" and GB/T 50081-2016 "Test Method for Mechanical Properties of Concrete", the mechanical properties and durability of concrete in Table 1 are tested, and the test results are shown in Table 2 .
表2Table 2
由表2可知,相较于单掺大理石粉(空白2),实施例1~实施例3的掺合料配制混凝土,混凝土拌合物的坍落度略有降低,但仍远远高于空白1的混凝土拌合物的坍落度,说明实施例1~实施例3的掺合料可显著改善混凝土工作性能。与对比例的掺合料相比,实施例1~实施例3的掺合料活性更高,其配制的混凝土各龄期强度发展更好,甚至超过空白组强度。As can be seen from Table 2, compared with the single admixture of marble powder (Blank 2), the admixtures of Examples 1 to 3 are used to prepare concrete, and the slump of the concrete mixture is slightly reduced, but it is still much higher than that of the blank. The slump of the concrete mixture of 1 shows that the admixtures of Examples 1 to 3 can significantly improve the working performance of concrete. Compared with the admixtures of the comparative example, the admixtures of Examples 1 to 3 have higher activity, and the strength of the prepared concrete at each age develops better, even exceeding the strength of the blank group.
按照GBT50082-2009《普通混凝土长期性能和耐久性能试验方法》测试表1 中混凝土的变形性能(干缩)、抗渗性能,测试结果如表3所示。According to GBT50082-2009 "Test method for long-term performance and durability of ordinary concrete", the deformation performance (drying shrinkage) and impermeability of concrete in Table 1 were tested. The test results are shown in Table 3.
表3table 3
由表3可知,掺加15-30%实施例1~实施例3的掺合料能降低混凝土干燥收缩率,提高混凝土抗渗性能。相较于对比例的掺合料,实施例1~实施例3的掺合料在保证混凝土工作性能与力学性能前提下,显著降低了混凝土干燥收缩率,改善了大理石粉混凝土抗渗性能不足。实施例1~实施例3的混凝土抗渗等级均达到P10以上,相较于空白组混凝土抗渗系数降低30-70%。It can be seen from Table 3 that adding 15-30% of the admixtures of Examples 1 to 3 can reduce the drying shrinkage of concrete and improve the impermeability of concrete. Compared with the admixtures of the comparative example, the admixtures of Examples 1 to 3 significantly reduce the drying shrinkage of concrete and improve the impermeability of marble powder concrete under the premise of ensuring the working performance and mechanical properties of concrete. The concrete impermeability grades of Examples 1 to 3 all reach P10 or higher, which is 30-70% lower than the concrete impermeability coefficient of the blank group.
以上仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention. within.
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