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Study on the Influence of Alkali Activator Solutions on Strength Improvement of Pozzolan Calcium Hydroxide Binders
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作者 Asson Sifueli Malisa Duwa Hamisi Chengula 《Journal of Geoscience and Environment Protection》 2022年第12期313-330,共18页
Alkali activated binder, commonly known as geopolymer cement, has replaced Portland cement in the production of mortar and concrete globally over the past few years. The density, particle size distribution, and specif... Alkali activated binder, commonly known as geopolymer cement, has replaced Portland cement in the production of mortar and concrete globally over the past few years. The density, particle size distribution, and specific surface area (SSA) are important physical parameters affecting strength and durability of alkali activated binders. This study carried out tests for physical and chemical properties of the natural pozzolan and calcium hydroxide and then determines the influence of alkali solution (sodium silicate and sodium hydroxide) on strength development of natural pozzolan calcium hydroxide binders. The particle size distribution (PSD), relative densities (RD), and specific surface areas (SSA) of powder natural pozzolan and calcium hydroxide materials and for the mixture of natural pozzolan and calcium hydroxide were determined by using Blaine air permeability apparatus. The optimum proportion of 75% natural pozzolan and 25% calcium hydroxide was obtained which produces the compressive strength of 7.5 MPa at 28 days cured paste. The mixture of natural pozzolan and calcium hydroxide were further grinded at three different finenesses and the particle size gradation, specific densities, specific surface areas and mean particles sizes for the mixture were determined. The compressive strength of alkali activated binders increased with increasing curing period and fineness. The maximum compressive strength for 28 days cured specimens was 26.1 MPa which was obtained at a solution of 8 moles sodium hydroxide concentration. The test results showed that natural pozzolan materials can be used to make geopolymer binders for mortars and concretes. The geopolymer binders for mortars and concretes reduce green gas emission from cement factory but also it can be used to produce durable mortar and concrete with comparable strengths with mortars and concrete made from conventional Portland cement. 展开更多
关键词 Alkali Activated Materials Natural Pozzolan Calcium Hydroxide Geopolymer binders Material Properties Compressive strength
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双层排水路面黏结层接触特性研究
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作者 吴文亮 梁浚轩 彭俊霖 《湖南大学学报(自然科学版)》 北大核心 2026年第1期12-19,共8页
双层排水路面在施工中需要铺设黏结层以保证上下两层之间有足够的黏结力抵抗服役过程中可能出现的病害.为了探究双层排水路面黏结层用量范围和黏结层受力特征,本文用压力胶片和路面纹理测试仪获取了单层排水路面和双层排水路面的层间接... 双层排水路面在施工中需要铺设黏结层以保证上下两层之间有足够的黏结力抵抗服役过程中可能出现的病害.为了探究双层排水路面黏结层用量范围和黏结层受力特征,本文用压力胶片和路面纹理测试仪获取了单层排水路面和双层排水路面的层间接触特征,以此确定双层排水路面黏结层推荐用量;通过斜剪试验,获得单、双层排水路面黏结层的破坏特点.结果表明:双层排水路面的层间接触面积更大,约为单层排水路面的1.5倍;双层排水路面下面层所用的OGFC混合料的微观凹凸结构更加丰富,表面积更大,约为AC混合料的1.18~1.20倍,据表面积倍数关系与规范推荐值,建议双层排水路面黏结层用量为0.8~1.2 L/m^(2);双层排水路面黏结层的抗剪能力优于单层排水路面,单层排水路面的层间抗剪强度仅由黏结层的黏结力提供;双层排水路面的层间抗剪强度由黏结层的黏结力和层间颗粒互相咬合作用共同提供,在达到最大剪切力后,层间颗粒咬合继续发挥抵抗剪切变形的作用,抗剪能力不会骤然下降. 展开更多
关键词 双层排水路面 路面 黏结层 压力胶片 路面纹理扫描 抗剪强度
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型焦强度评价方法选择及其热态强度性能优化
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作者 李磊 马成 +4 位作者 李彬 杨欣豪 王毅 邹冲 王昊 《冶金能源》 北大核心 2026年第1期37-42,共6页
文章针对高碳铬铁冶炼用型焦性能不佳问题,对比了抗压和转鼓两种评估方法,通过计算发现型焦在矿热炉中所受压强远小于抗压强度检测时承受压强,故采用转鼓强度作为评估型焦强度的指标。研究发现,黏结剂受热失效是导致型焦强度不断下降的... 文章针对高碳铬铁冶炼用型焦性能不佳问题,对比了抗压和转鼓两种评估方法,通过计算发现型焦在矿热炉中所受压强远小于抗压强度检测时承受压强,故采用转鼓强度作为评估型焦强度的指标。研究发现,黏结剂受热失效是导致型焦强度不断下降的主要原因。利用热重分析技术对三种黏结剂的热稳定性进行了评估,基于黏结剂在不同温度下热稳定性的差异,研制了一种在低温、中温、高温下均有良好黏结作用的三段式黏结剂。该黏结剂可明显提高型焦强度,当其添加量(质量分数)为4%时制备的型焦转鼓强度可达42.1%,工业验证后满足生产需求。 展开更多
关键词 型焦 矿热炉 转鼓强度 热态强度 黏结剂
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聚乙烯醇—壳聚糖黏合剂对油菜丸化种子质量的影响
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作者 周春婕 李向春 +3 位作者 刘山 王江龙 曹国璠 李振华 《南方农业学报》 北大核心 2026年第2期520-530,共11页
【目的】探究聚乙烯醇(PVA)与壳聚糖(CS)复配黏合剂对油菜丸化种子质量的影响,筛选适配南方气候特点与机械化精播需求的最优PVA-CS复配方案,为南方油菜丸粒化技术的推广应用提供科学参考。【方法】以贵州主栽油菜品种黔油32为试验材料,... 【目的】探究聚乙烯醇(PVA)与壳聚糖(CS)复配黏合剂对油菜丸化种子质量的影响,筛选适配南方气候特点与机械化精播需求的最优PVA-CS复配方案,为南方油菜丸粒化技术的推广应用提供科学参考。【方法】以贵州主栽油菜品种黔油32为试验材料,以裸种(CK1)和水作黏合剂处理(CK2)为对照,系统评价2%PVA、2%CS及二者复配黏合剂的膜性能,以及复配黏合剂对油菜丸化种子质量、发芽及出苗的影响。【结果】CS处理的黏合剂膜运动黏度约为PVA处理的9倍,PC28处理(2%PVA与2%CS体积比20∶80)的黏合剂膜运动黏度为21.13 mm2/s,显著低于CS处理(P<0.05,下同);PC28处理的黏合剂膜吸水性最优,吸水率达6.93%,分别是CS和PVA处理的2.13和2.17倍;PC28处理的黏合剂膜水浸润效果最好,初始接触角和浸润时间合适,有利于实现油菜丸化种子壳吸水与保护的平衡。在丸化种子质量指标上,PC28处理较CK2处理的丸化种子完整性及抗压强度提升效果明显,其在抗压强度(2.96 N)、破碎率(0.70%)和单籽率(95.00%)等指标上表现均衡。在室内发芽方面,PC28处理的油菜丸化种子芽长、幼苗干重、发芽指数、活力指数与CK1相比分别显著提高31.79%、19.60%、55.93%和72.41%;在室外盆栽出苗方面,PC28处理的油菜丸化种子出苗率、幼苗干重和株高均表现最佳,较CK1处理分别显著提高5.29%、12.24%和15.80%,较CK2处理分别显著提高18.07%、10.37%和13.27%。【结论】PVA与CS以20∶80体积比复配作为油菜丸化种子的最优黏合剂方案,该复配体系通过协同优化丸化壳层的机械强度、吸水透气性与结构稳定性,在保障种子高发芽质量的同时,明显提升油菜丸化种子对机械化播种的适应性。 展开更多
关键词 油菜丸化种子 黏合剂 运动黏度 抗压强度 吸水性 发芽
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无机温芯盒粘结剂与原砂适配性能及其界面附着机理
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作者 王长旭 袁永 +7 位作者 杨宗锋 张杨 周国栋 刘伟伟 马丽 张用吉 张丽娟 刘烨 《铸造》 2026年第4期352-360,共9页
无机粘结剂技术是环境友好型铸造材料的重要发展方向之一,近三十年来在铸铝、铸铁及铸钢领域不断取得突破。本研究以圣泉集团SQ无机粘结剂为对象,系统比较了该粘结剂在不同细度的宝珠砂与硅砂两种原砂中的性能差异,并对原砂进行了粒度... 无机粘结剂技术是环境友好型铸造材料的重要发展方向之一,近三十年来在铸铝、铸铁及铸钢领域不断取得突破。本研究以圣泉集团SQ无机粘结剂为对象,系统比较了该粘结剂在不同细度的宝珠砂与硅砂两种原砂中的性能差异,并对原砂进行了粒度、光学显微镜、电导率、角形因数、比表面积和扫描电镜等表征。结果表明,原砂类型显著影响粘结剂性能。在低粘结剂用量下,宝珠砂试样的即时抗弯强度和1 h抗弯强度显著优于硅砂试样,甚至优于硅砂试样在高粘结剂用量时的强度,这主要归因于宝珠砂特殊的表面结构所带来的强附着强度。通过SEM表征还发现,原砂表面粘结剂膜厚存在差异,宝珠砂表面粘结剂膜厚的实测值显著低于理论计算值,而硅砂的实测值略低于计算值,这一发现进一步证明了原砂表面结构对粘结剂强度性能的正面影响。本研究揭示了原砂特性对无机粘结剂性能的影响,为深入理解无机粘结剂与原砂的界面作用机制,优化造型工艺条件,拓展宝珠砂在铸铝领域的应用提供了依据和数据支撑。 展开更多
关键词 无机粘结剂 原砂 宝珠砂 硅砂 抗弯强度 界面作用 表面结构 温芯盒法
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水下不分散早强灌浆料的研发与应用
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作者 丰志腾 田庆 黄有强 《建材世界》 2026年第2期10-14,共5页
系统研究了絮凝剂掺量、胶砂比、石英砂比例、硫铝酸盐水泥掺量等参数对水下不分散早强灌浆料综合性能的影响。通过多指标协同优化,确定最优配合比,试验室测得初始流动度265 mm,初凝、终凝时间分别为50 min、75 min,2 h、1 d、28 d抗压... 系统研究了絮凝剂掺量、胶砂比、石英砂比例、硫铝酸盐水泥掺量等参数对水下不分散早强灌浆料综合性能的影响。通过多指标协同优化,确定最优配合比,试验室测得初始流动度265 mm,初凝、终凝时间分别为50 min、75 min,2 h、1 d、28 d抗压强度分别为12.6 MPa、38.4 MPa、69.5 MPa,泌水率0,悬浊物含量95 mg/L,各龄期水陆强度比均大于80%。现场应用过程中灌浆料展现出优良的工作性能、水下抗分散性能与力学性能,止水效果显著,满足现场工程施工止水的技术要求。 展开更多
关键词 水下不分散 早强 絮凝剂 胶砂比 水陆强度比
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Study on the strength of cold-bonded high-phosphorus oolitic hematite-coal composite briquettes 被引量:8
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作者 Wen Yu Ti-chang Sun +2 位作者 Zhen-zhen Liu Jue Kou Cheng-yan Xu 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2014年第5期423-430,共8页
Composite briquettes containing high-phosphorus oolitic hematite and coal were produced with a twin-roller briquette machine using sodium carboxymethyl cellulose, molasses, starch, sodium silicate, and bentonite as bi... Composite briquettes containing high-phosphorus oolitic hematite and coal were produced with a twin-roller briquette machine using sodium carboxymethyl cellulose, molasses, starch, sodium silicate, and bentonite as binders. The effect of these binders on the strength of the composite briquettes, including cold strength and high-temperature strength, was investigated by drop testing and compression testing. It was found the addition of Ca(OH)2 and Na2CO3 not only improved the reduction of iron oxides and promoted dephosphorization during the reduction-separation process but also provided strength to the composite briquettes during the briquetting process; a compressive strength of 152.8 N per briquette was obtained when no binders were used. On this basis, the addition of molasses, sodium silicate, starch, and ben- tonite improved the cold strength of the composite briquettes, and a maximum compressive strength of 404.6 N per briquette was obtained by using starch. When subjected to a thermal treatment at 1200~C, all of the composite briquettes suffered from a sharp decrease in compressive strength during the initial reduction process. This decrease in strength was related to an increase in porosity of the composite briquettes. X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses showed that the decrease in strength of the composite briquettes could be caused by four factors: decomposition of bonding materials, gasification of coal, transportation of byproduct gases in the composite briquettes, and thermal stress. 展开更多
关键词 HEMATITE BRIQUETTING binders compressive strength POROSITY direct reduction process-
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Effect of molasses binder on the physical and mechanical properties 被引量:13
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作者 Anand Babu Kotta Anshuman Patra +1 位作者 Mithilesh Kumar Swapan Kumar Karak 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2019年第1期41-51,共11页
Molasses was used as an alternative binder to the bentonite binder. The change in moisture absorption by pellets prepared with different iron ores and different molasses contents were investigated. Iron ore properties... Molasses was used as an alternative binder to the bentonite binder. The change in moisture absorption by pellets prepared with different iron ores and different molasses contents were investigated. Iron ore properties exerted the major effect on pellet behavior and final pellet quality. The absorbed moisture content of pellets prepared without binder, bentonite-added pellets, and molasses-added pellets were in the range of 7.72%–9.95%, 9.62%–10.84%, and 6.14%-6.69%, respectively. The wet pellet compressive strength of molasses-added pellets(43–230 N/pellet) was superior to that of bentonite-added pellets(9.47–11.92 N/pellet). The compressive strength of dried molasses-modified pellets increased to 222–394 N/pellet, which is currently the highest value achieved for dried pellets. 展开更多
关键词 iron ORE MOLASSES binder MOISTURE ABSORPTION PELLET strength physical and mechanical properties
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Effects of Water/Binder Ratio on the Properties of Engineered Cementitious Composites 被引量:4
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作者 杨英姿 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2010年第2期298-302,共5页
The effects of water/binder ratio (w/b) on the toughness behavior, compressive strength and flexural strength of engineered cementitious composites (ECC) were investigated. The w/b ratios of 0.25, 0.31, 0.33 and 0... The effects of water/binder ratio (w/b) on the toughness behavior, compressive strength and flexural strength of engineered cementitious composites (ECC) were investigated. The w/b ratios of 0.25, 0.31, 0.33 and 0.37 were selected and the specimens were tested at the ages of 7 d and 28 d. The experimental results showed that there was a corresponding increase in first cracking strength, modulus of rupture, compressive strength and flexural strength with the decrease of w/b. Within the w/b range of 0.25-0.37, higher w/b was found to have improved effects on deflection, strain hardening index and toughness index of ECC. In the permission of meeting the requirement of compressive strength grade, selecting higher w/b in mix design will help to obtain robust ECC. 展开更多
关键词 engineered cementitious composites (ECC) TOUGHNESS water/binder ratio compressive strength
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机制砂混凝土试验与配合比优化分析
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作者 徐少龙 《科学技术创新》 2026年第5期160-163,共4页
本文基于某铁路工程实际,分析了砂率随机制砂混凝土比例的变化规律,并通过试验讨论了砂率在不同强度时的变化幅度,从而指导优化混凝土配合比,以保证铁路工程质量。
关键词 机制砂 混凝土抗压强度 坍落度 砂率 水胶比
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The Permeability and Strength of Green High Performance Concrete 被引量:1
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作者 朱平华 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2003年第3期99-101,共3页
The permeability,alkali silica reaction,workability and strength of GHPC(green high performance concrete) were studied in this paper.The results show that GHPC has an excellent durability and the effects of mass rat... The permeability,alkali silica reaction,workability and strength of GHPC(green high performance concrete) were studied in this paper.The results show that GHPC has an excellent durability and the effects of mass ratio of flyash to high calcium slag,water binder ratio,content of water reducer,and crushed coarse aggregate type on the workability and strength of GHPC were considerably evident.A new path for the concretes continuous development was put forward. 展开更多
关键词 GHPC PERMEABILITY alkali silica reaction WORKABILITY strength water binder ratio green cementing material water reducer crushed coarse aggregate
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WATER-BASED BINDERS USED IN PROCESS FORMAKING AUTOMOBLE FILTER PAPER
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作者 HuaLi JianHu HuaiyuZhan YiWang 《天津科技大学学报》 CAS 2004年第A01期212-214,共3页
A method for making a automobile filter which includes impregnating a filter paper with a cross-linkable binder composition is discussed in the article. The water-based binder comprises a latex containing 80 wt% acryl... A method for making a automobile filter which includes impregnating a filter paper with a cross-linkable binder composition is discussed in the article. The water-based binder comprises a latex containing 80 wt% acrylic acid in the latex solids, and 20 wt% melthyl methacrylate, the binder also contains 5 parts of a cross-linking resin per 100 weight parts of latex solids and 5% parts of catalyst for the cross-linking resin based on the weight of the cross-linking resin. 4 wt% water-based polymer emulsion, on a solids basis, which is used to impregnate filter paper and rigidify it. Such impregnated filter paper has good dry and wet tensile strength and stiffness. The method has no impairing to the environment. 展开更多
关键词 自动过滤纸 水基粘合剂 强度特性 交联树脂 浸渍纸 刚性
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Surface performance of carboxy methyl amylopectin for improving strength of pellet
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作者 邱冠周 李宏煦 姜涛 《中国有色金属学会会刊:英文版》 CSCD 2000年第5期683-686,共4页
Using synthesized carboxy methyl amylopectin as organic binders for pelletizing, the dry pellet compressive strength goes up to 322.8 N per ball, dropping strength is 6.67 times per 0.5 m, and the green pellet shock t... Using synthesized carboxy methyl amylopectin as organic binders for pelletizing, the dry pellet compressive strength goes up to 322.8 N per ball, dropping strength is 6.67 times per 0.5 m, and the green pellet shock temperature reaches up to 820 ℃. The influence of the carboxy methyl amylopectin on the contact angle of iron ore surface was investigated. Compared with that having no organic binder, the surface tension increases 48 times and the capillary attraction increases 43 times. These results were obtained by using the quasi particulate model calculation. The analysis demonstrated that the behavior of polar group and organic chain structure are the reasons of improving the strength of pellet. XPS analysis indicated that polar group bonded on iron ore surface make the electron energy of 2p orbit of Fe decreases from 711 eV to 710.2 eV. The results showed that the special spatial reticular structure of organic chain can improve pellet strength and green ball shock temperature.[ 展开更多
关键词 PELLET ORGANIC binder surface action PELLET strength.
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水胶比对A04泡沫混凝土的性能影响 被引量:2
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作者 杨冉 杭美艳 《混凝土》 北大核心 2025年第1期178-180,192,共4页
研究了不同水胶比对A04泡沫混凝土的抗压强度、导热系数和吸水率性能的影响。研究结果表明:泡沫混凝土的抗压强度随水胶比的增大先增加后下降,当水胶比为0.40时,抗压强度取得最大值为1.14 MPa;导热系数随水胶比的增大先下降趋于平稳后上... 研究了不同水胶比对A04泡沫混凝土的抗压强度、导热系数和吸水率性能的影响。研究结果表明:泡沫混凝土的抗压强度随水胶比的增大先增加后下降,当水胶比为0.40时,抗压强度取得最大值为1.14 MPa;导热系数随水胶比的增大先下降趋于平稳后上升,当水胶比为0.45时,导热系数最小为0.08127 W/(m·K);吸水率随水胶比的增大先减小后增大,当水胶比为0.45时,吸水率最小值为24%;通过对以上综合分析,可以确定A04泡沫混凝土的最佳水胶比为0.40,为今后泡沫混凝土在保温材料方面的应用提供了参考依据,具有重要的意义。 展开更多
关键词 水胶比 孔结构 抗压强度 导热系数 吸水率
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Ceramic Setting Phosphate Binders for Bonding Refractory Concretes
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作者 Andriy O.NAGORNIY 《China's Refractories》 CAS 2019年第1期7-10,共4页
The ceramic setting binders obtained by means of the raw mix mechano-chemical processing(mechanical dispersion and chemical interaction processes combination), used for bonding refractory concretes, become more availa... The ceramic setting binders obtained by means of the raw mix mechano-chemical processing(mechanical dispersion and chemical interaction processes combination), used for bonding refractory concretes, become more available with a subsequent increased interest in their properties because they develop initial strength during a heat up of the units within 8-10 h, in contrast to 24 h after placement for high Al_2O_3 cements(HAC). This strength development enables high temperature processing units to be relined with minimum turnaround time, thus providing a favored cost/performance ratio. The present paper identifies the predominant phosphate phases responsible for developing good mechanical-strength properties of zirconia and alumina concretes bonded with mechano-chemical binders. It sets out the colloid and crystalline phases resulted from interphase interaction that provide the basis for high concentrated bonding suspensions(HCBS) technology useful to the refractory industry. 展开更多
关键词 REFRACTORY concrete CERAMIC SETTING binder mechano-chemical binder binding suspension bending and COMPRESSIVE strength LINING
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再生骨料透水混凝土的抗压强度与透水性能研究 被引量:2
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作者 王卫 叶耀 袁继峰 《混凝土与水泥制品》 2025年第5期106-110,共5页
研究了粒径10~20 mm粗骨料占比(0~100%)、水胶比(0.24~0.36)、再生粗骨料掺量(0~60%)、硅灰掺量(0~8%)对再生骨料透水混凝土28 d抗压强度和透水性能的影响。结果表明:随着粒径10~20 mm粗骨料占比的增加,透水混凝土的抗压强度基本降低,... 研究了粒径10~20 mm粗骨料占比(0~100%)、水胶比(0.24~0.36)、再生粗骨料掺量(0~60%)、硅灰掺量(0~8%)对再生骨料透水混凝土28 d抗压强度和透水性能的影响。结果表明:随着粒径10~20 mm粗骨料占比的增加,透水混凝土的抗压强度基本降低,透水系数增大;随着水胶比的增加,透水混凝土的抗压强度先升后降,透水系数降低;随着再生粗骨料掺量的增加,透水混凝土的抗压强度基本降低,透水系数先升后降;随着硅灰掺量的增加,透水混凝土的抗压强度先升后降,透水系数基本降低;推荐最佳组合为粒径10~20 mm粗骨料占比40%、水胶比0.30、再生粗骨料掺量15%、硅灰掺量4%。 展开更多
关键词 再生粗骨料 透水混凝土 水胶比 硅灰 抗压强度 透水系数
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钢桥面沥青磨耗层-UHPC界面联结性能提升技术
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作者 王民 李志祥 +2 位作者 郑睿涵 常城 肖丽 《应用化工》 北大核心 2025年第5期1360-1364,共5页
为解决钢桥面中超高性能混凝土(UHPC)-磨耗层黏结问题对铺装质量造成的较大影响。采用抛丸、拉毛、嵌石等技术,对UHPC表面进行糙化处理,选择适宜的处治方法。选用环氧树脂黏结剂、溶剂型沥青黏结剂和高黏改性沥青黏结剂3种材料开展不同... 为解决钢桥面中超高性能混凝土(UHPC)-磨耗层黏结问题对铺装质量造成的较大影响。采用抛丸、拉毛、嵌石等技术,对UHPC表面进行糙化处理,选择适宜的处治方法。选用环氧树脂黏结剂、溶剂型沥青黏结剂和高黏改性沥青黏结剂3种材料开展不同温度条件下的组合结构黏结强度、剪切强度试验,确定UHPC-SMA层间黏结材料,分析其衰变规律。结果表明,UHPC表面采用9.5~13.2 mm碎石、撒布量为60%嵌入处理时,UHPC-SMA组合结构在25℃与50℃的剪切强度最高达到1.69 MPa和1.37 MPa,高于喷砂及拉毛处治工艺;不同温度条件下,环氧树脂黏结剂组合结构黏结强度和剪切强度都高于其他两种黏结剂,且温度敏感性最低。采用基面物理糙化+高性能黏结剂的组合方式,为解决钢桥面刚性铺装层间黏结问题提供了一种有效途径。 展开更多
关键词 环氧树脂黏结剂 黏结性能 剪切强度 超高性能混凝土
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硬质合金粉末粘结剂喷射成形工艺研究
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作者 赵哲 李狮弟 +3 位作者 谢福源 陈志任 王安森 邓欣 《特种铸造及有色合金》 北大核心 2025年第10期1502-1506,共5页
以WC-17Co硬质合金材料为试验对象,以粘结剂喷射成形(3DP)为手段,设计了3因素3水平的正交试验,打印得到标准试样并对其进行力学性能测试,重点研究打印层厚、粘结剂饱和度、粘结剂静置时间等参数对打印件抗弯强度的影响。结果发现,粘结... 以WC-17Co硬质合金材料为试验对象,以粘结剂喷射成形(3DP)为手段,设计了3因素3水平的正交试验,打印得到标准试样并对其进行力学性能测试,重点研究打印层厚、粘结剂饱和度、粘结剂静置时间等参数对打印件抗弯强度的影响。结果发现,粘结剂饱和度对生坯强度的影响最大,该因素极差值为其他两个因素的5~10倍;其次是粘结剂静置时间,影响不显著的是打印层厚。生坯强度与粘结剂饱和度和静置时间成正相关。最后,通过回归拟合分析建立了打印参数与打印生坯强度的关系模型,同时还得到了打印参数的最优值。 展开更多
关键词 粘结剂喷射成形 正交试验 抗弯强度 硬质合金 工艺优化
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低水胶比下纳米C-S-H晶核对水泥基材料早强机制研究 被引量:1
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作者 何太洪 余国裕 +2 位作者 邓最亮 卞奕舒 王俊 《混凝土》 北大核心 2025年第7期168-172,179,共6页
通过设计不同梯度低水胶比,改变纳米水化硅酸钙(C-S-H)晶核掺量制备水泥净浆,研究纳米C-S-H晶核在低水胶比下的早强作用机理。研究表明在水胶比0.16~0.22,随着水胶比增大,净浆抗压强度先减小后增大;随着晶核掺量增大,不同水胶比下各龄... 通过设计不同梯度低水胶比,改变纳米水化硅酸钙(C-S-H)晶核掺量制备水泥净浆,研究纳米C-S-H晶核在低水胶比下的早强作用机理。研究表明在水胶比0.16~0.22,随着水胶比增大,净浆抗压强度先减小后增大;随着晶核掺量增大,不同水胶比下各龄期试块的抗压强度先增大后减小,并在1.0%的纳米晶核掺量时达到最大值。纳米C-S-H晶核在低水胶比水泥净浆体系中主要提供两个作用,孔隙填充以增加整体密实度及提供成核位点以促进水化反应。其中在水胶比为0.16时,由于水化产物生长空间有限,纳米C-S-H晶核主要起填充作用;在水胶比为0.22时,体系有较多的自由水以及孔隙,可有助于发挥纳米C-S-H晶核的促进成核效应。该研究可为减少水泥用量制备绿色UHPC的工程应用提供参考。 展开更多
关键词 低水胶比 晶核 早强 水化反应 水泥净浆
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复合黏结剂对含油污泥的影响
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作者 范婉婉 韩冬云 +3 位作者 于婕 石薇薇 乔海燕 曹祖斌 《当代化工》 2025年第9期2080-2084,2188,共6页
以含油污泥为研究对象,考察不同黏结剂质量分数对固化块强度的影响,得到最佳黏结剂配方、黏结剂质量分数。结果表明,小颗粒油页岩加上有机黏结剂C组成复合固化剂对含油污泥固化效果好,此时固化块的抗压强度为2.27 MPa,跌落强度为91.73%... 以含油污泥为研究对象,考察不同黏结剂质量分数对固化块强度的影响,得到最佳黏结剂配方、黏结剂质量分数。结果表明,小颗粒油页岩加上有机黏结剂C组成复合固化剂对含油污泥固化效果好,此时固化块的抗压强度为2.27 MPa,跌落强度为91.73%,热稳定性TS_(+13)为91.72%,具有足够的冷强度和热稳定性。对固化块热解得到的油品、热解尾渣进行分析。结果表明:热解油的密度、凝点、黏度等指标在燃料油标准内,可作为燃料油使用;热解尾渣中重金属含量在污染物控制标准范围内,可直接向外排放。 展开更多
关键词 含油污泥 抗压强度 跌落强度 黏结剂
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