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高含泥量砂制备混凝土的早期开裂研究 被引量:6
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作者 周茗如 侯红红 樊乐涛 《建筑技术》 北大核心 2017年第1期35-38,共4页
研究高含泥量砂制备混凝土的抗裂性能,根据相关设计试验,以某商混站配合比为基础,利用平板开裂试验研究混凝土在不同水胶比和不同种类矿物掺合料作用下的抗裂性能,将所得数据采用现有评价体系进行评价,并分析不同影响因素对混凝土早期... 研究高含泥量砂制备混凝土的抗裂性能,根据相关设计试验,以某商混站配合比为基础,利用平板开裂试验研究混凝土在不同水胶比和不同种类矿物掺合料作用下的抗裂性能,将所得数据采用现有评价体系进行评价,并分析不同影响因素对混凝土早期抗裂影响的机理。 展开更多
关键词 高含泥量 早期抗裂 平板试验 混凝土耐久性
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掺聚羧酸系减水剂混凝土用高含泥量抑制剂的研究 被引量:29
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作者 张明 贾吉堂 +1 位作者 郭春芳 张培林 《新型建筑材料》 2012年第11期25-28,共4页
砂子含泥量高的问题限制了聚羧酸系减水剂的应用。研究以泥土分散组分、泥土吸附组分和离子络合组分复配制得聚羧酸系减水剂用高含泥量抑制剂。对各组分的种类进行了筛选,通过正交试验确定了各组分的最佳配比为:m(分散组分三聚磷酸钠)... 砂子含泥量高的问题限制了聚羧酸系减水剂的应用。研究以泥土分散组分、泥土吸附组分和离子络合组分复配制得聚羧酸系减水剂用高含泥量抑制剂。对各组分的种类进行了筛选,通过正交试验确定了各组分的最佳配比为:m(分散组分三聚磷酸钠)∶m(吸附组分三甲基十六烷基溴化铵)∶m(离子络合组分柠檬酸)=25∶0.25∶10。与不掺抑制剂的聚羧酸系减水剂混凝土相比,使用高含泥量抑制剂混凝土的初始和1 h坍落度及28 d抗压强度分别提高了33%、80%和23%。 展开更多
关键词 聚羧酸系减水剂 高含泥量 抑制剂 混凝土
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高含泥量集料对混凝土拌合物性能的影响及对策分析 被引量:1
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作者 曹越 《建材与装饰》 2020年第3期57-58,共2页
影响混凝土拌合物性能的因素有很多种,其中集料含泥量的多少是其中重要因素之一。这是因为高含泥量集料上附着的粘土、粉尘等物质会吸附水泥及外加剂中的相关成分,从而影响混凝土的坍落度、和易性及强度。基于此,本文首先介绍了高含泥... 影响混凝土拌合物性能的因素有很多种,其中集料含泥量的多少是其中重要因素之一。这是因为高含泥量集料上附着的粘土、粉尘等物质会吸附水泥及外加剂中的相关成分,从而影响混凝土的坍落度、和易性及强度。基于此,本文首先介绍了高含泥量集料对混凝土性能的影响试验,主要分为四个步骤:选用原材料、选用合适的试验方法、试验过程、总结试验成果,之后探讨了提高混凝土强度的有效对策,主要包括三个方面:采取合理有效的方法控制砂率、增加缓凝剂、外加剂后掺法。通过以上三个方面的介绍和探讨,希望能够为以后相关方面的工作及研究提供一些参考。 展开更多
关键词 高含泥量集料 混凝土拌合物性能 影响 对策
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高含泥量集料对混凝土性能的影响及有效对策分析
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作者 吕晓亮 《城市道桥与防洪》 2017年第9期209-210,共2页
混凝土性能受多种因素影响,其中高含泥量集料是影响混凝土性能最关键的因素。高含泥量影响混凝土性能的主要原因是高效减水剂对水泥的成分具有吸附功能,最终增加混凝土的坍落度,影响混凝土的强度。因此,建筑人员在工程建设过程中要重视... 混凝土性能受多种因素影响,其中高含泥量集料是影响混凝土性能最关键的因素。高含泥量影响混凝土性能的主要原因是高效减水剂对水泥的成分具有吸附功能,最终增加混凝土的坍落度,影响混凝土的强度。因此,建筑人员在工程建设过程中要重视集料的含泥量问题,控制其含泥量以提升混凝土性能。对此,从高含泥量集料对混凝土性能影响的具体表现、提高混凝土性能的具体对策这两个方面进行阐述,为提升混凝土的性能提供合理的参考意见。 展开更多
关键词 高含泥量 混凝土性能 影响 有效对策
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一种可改善高含泥量适应性的聚羧酸减水剂合成方法
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作者 杨颖刚 余抗建 《陕西建筑》 2018年第6期80-82,共3页
本文研究将AMPS(2-丙烯酰胺-2-甲基丙磺酸)溶解于丙烯酸中,采用巯基丙酸与次磷酸钾复合体系作为链转移剂,与HPEG聚醚单体聚合反应,将-SO4H接枝到聚羧酸主链上,制备一种对含泥基材有一定效果的聚羧酸减水剂,能够有效解决客户端在砂石... 本文研究将AMPS(2-丙烯酰胺-2-甲基丙磺酸)溶解于丙烯酸中,采用巯基丙酸与次磷酸钾复合体系作为链转移剂,与HPEG聚醚单体聚合反应,将-SO4H接枝到聚羧酸主链上,制备一种对含泥基材有一定效果的聚羧酸减水剂,能够有效解决客户端在砂石含泥量偏高(8-10%含泥量)情况下,混凝土坍落度损失快及砼体强度偏低等问题。 展开更多
关键词 聚羧酸减水剂 AMPS(2-丙烯酰胺-2-甲基丙磺酸) 高含泥量 黏土
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某高含泥矿床爆破松动地浸采铀试验研究 被引量:1
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作者 史文革 李熙琪 +2 位作者 孙贵胜 蔡萍莉 胡鄂明 《采矿技术》 2005年第3期3-5,共3页
介绍了在含泥量高的松散矿石中爆破松动地浸采铀的新工艺。爆破松动后矿石的渗透系数由0.08m/d增加至0.4m/d。试验期间浸出液平均铀浓度407mg/l,浸出率达71.7%。该方法是开采泥质矿石的一种新型原地浸出采铀法,技术先进,经济效益好。
关键词 高含泥量铀矿床 爆破松动 地浸采铀 中爆破 含泥 试验研究 松动 矿床 原地浸出采铀 渗透系数
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新疆某高结合率硅质氧化铜矿选矿试验研究
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作者 王婷霞 罗刚 +2 位作者 刘坤 苗粱 李建龙 《甘肃冶金》 2023年第6期1-3,共3页
新疆某氧化铜矿堆存时间久、结合铜占比高、矿石含泥量大等,采用常规浮选工艺进行选别回收率仅30%,铜精矿品位仅达到10%。后采用搅拌浸出工艺对其进行处理,在常温、H_(2)SO_(4)50 kg/t、液固比4∶1、浸出1.5 h条件下,Cu浸出率可达84.08%。
关键词 硅质氧化铜矿 高结合率 高含泥量 浮选 搅拌浸出
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新疆某难选氧化铜矿浮选试验研究 被引量:9
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作者 路良山 朱仁锋 《中国矿业》 北大核心 2013年第6期93-96,100,共5页
对新疆某高氧化率、高含泥量、高碱性脉石含量的难选氧化铜矿进行了浮选试验研究,确定了该氧化铜矿最佳的分选条件与药剂制度。闭路试验取得品位18.28%、回收率81.09%的铜精矿,较生产现场75%的回收率有较大提高。选矿工艺流程简单易行,... 对新疆某高氧化率、高含泥量、高碱性脉石含量的难选氧化铜矿进行了浮选试验研究,确定了该氧化铜矿最佳的分选条件与药剂制度。闭路试验取得品位18.28%、回收率81.09%的铜精矿,较生产现场75%的回收率有较大提高。选矿工艺流程简单易行,具有工业应用价值。 展开更多
关键词 氧化铜矿 高含泥量 硫化浮选
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与聚羧酸减水剂复配的抗泥土副作用的复合泥土吸附剂研究 被引量:15
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作者 万甜明 王进春 +3 位作者 刘昭洋 叶子 汪咏梅 倪涛 《新型建筑材料》 2014年第10期34-37,49,共5页
为了解决聚羧酸减水剂对高含泥量骨料的混凝土适应性差的问题,以分散稀释剂、缓凝剂、离子络合、表面活性剂和水为原料,按照一定质量百分比配制成复合泥土吸附剂。通过正交试验确定最优配合比为磷酸钠20%、三聚磷酸钠5%、葡萄糖酸钠5%... 为了解决聚羧酸减水剂对高含泥量骨料的混凝土适应性差的问题,以分散稀释剂、缓凝剂、离子络合、表面活性剂和水为原料,按照一定质量百分比配制成复合泥土吸附剂。通过正交试验确定最优配合比为磷酸钠20%、三聚磷酸钠5%、葡萄糖酸钠5%、羟基乙叉二膦酸2.0%、苯扎氯铵2.0%。制备出的复合泥土吸附剂能替代部分聚羧酸减水剂一同加入到拌合料中使用,与基准组砂浆和混凝土相比,使用复合泥土吸附剂的砂浆初始和1 h扩展度分别提高了10.0%、54.5%,混凝土初始和1 h坍落度及28 d抗压强度分别提高了18.4%、40.0%和23.9%。 展开更多
关键词 聚羧酸减水剂 高含泥量 混凝土 复合泥土吸附剂
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Synthesis of modified polyacrylamide with high content of hydroxamate groups and settling performance of red mud 被引量:2
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作者 刘锦伟 胡慧萍 +3 位作者 王梦 陈湘攀 陈启元 丁治英 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2073-2080,共8页
Hydroxamated polyacrylamide(HPAM) was synthesized from polyacrylamide(PAM) with high relative molecular mass under the optimum reaction conditions(p H 12 and a molar ratio of hydroxylamine to amide groups of 1.5 ... Hydroxamated polyacrylamide(HPAM) was synthesized from polyacrylamide(PAM) with high relative molecular mass under the optimum reaction conditions(p H 12 and a molar ratio of hydroxylamine to amide groups of 1.5 at 50 ℃for 12 h). The hydroxamate groups of HPAM were verified by Fourier transform infrared spectrum(FT-IR). 46%(molar fration) hydroxamate groups and 23%(molar fraction) carbonyl groups on HPAM were determined by conductometric titration combined with Kjeldahl's microanalysis method. The settling performance achieved at different flocculant dosages was investigated with high goethite-containing red mud slurry of simulated Bayer process synthesized in laboratory. It turns out that the settling performance of high goethite-containing red mud was better with HPAM. The average settling rate of red mud in the first 5 min and the turbidity of supernatant after settling for 30 min are 2.36 m/h and 507 NTU, respectively, at a flocculant dosage of 120 g/t, which is similar to that achieved with Hx-600. 展开更多
关键词 hydroxamated polyacrylamide symhesis red mud settling performance
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Effective Use of Cement for Modification of Base Course Material
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作者 Alireza Rezagholilou Hamid Nikraz 《Journal of Civil Engineering and Architecture》 2016年第4期439-446,共8页
Cement improves properties of soil materials, such as durability, stiffness, strength and moisture susceptibility. Each of them needs different cement contents that might not be suitable for other properties. Typicall... Cement improves properties of soil materials, such as durability, stiffness, strength and moisture susceptibility. Each of them needs different cement contents that might not be suitable for other properties. Typically, high cement content is desirable for durability, but not for shrinkage and cracking issues on the surface. Thus, improving durability with low cement content while complying with other requirements is an ideal aim, which may be achieved by pozzolanic supplementary products. Pozzolans contribute in hydration reactions and optimise cement consumptions in favour of durable and low shrinkage products. In this paper, the mixes of nano-silica and fly ash are considered to investigate their effect on strength, durability and shrinkage of modified CRB (crushed rock base) material. In the end, the benefits and features of nano-silica as a pozzolanic material will be focused and discussed more for effective cement consumption in soils. 展开更多
关键词 NANO-SILICA cement modification DURABILITY shrinkage.
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Initial search for low grade clay in Pakistan for producing LC^(3) ecofriendly cement
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作者 Syed Muhammad Fahad Hussain Muhammad Danyal Sheikh +3 位作者 Tariq Jamil Asad-ur-Rehman Khan Tehmina Ayub Chuanlin Hu 《Low-carbon Materials and Green Construction》 2023年第1期193-204,共12页
Industrialization has though brought comfort to our daily lives,but it has placed a lot of pressure on the planet’s natural resources,subsequently,it has adversely affected the environment.As the need for cement in t... Industrialization has though brought comfort to our daily lives,but it has placed a lot of pressure on the planet’s natural resources,subsequently,it has adversely affected the environment.As the need for cement in the construction sector has grown,it has climbed dramatically globally.Around the world,more than 10 billion cubic meters of concrete are produced each year;it is doubtful that this volume will decrease.A significant expected rise in CO_(2) emissions is caused by increased cement demand.According to the UN Environment Program,buildings are responsible for up to 41%of global anthropogenic carbon emissions.The primary source of greenhouse gases utilized in the manufacturing of cement is clinker.Due to the unsustainable supply of fly ash,calcined clay appears to be a better Supplemental Cementitious Material(SCMs).Kaolin clay is widely available in Pakistan.The purpose of this investigation is to describe the mineral and thermal characteristics of Pakistani clays by examining their geographic distribution.Clay samples were gathered from 39 different places throughout Pakistan during a field investigation program.X-ray diffraction,X-ray Fluorescence,Reactivity,and thermogravimetric analyses were used to analyze the clay samples’mineral content and thermal characteristics.This study demonstrates that Pakistan has a substantial amount of kaolin clay reserves close to existing groups of cement plants.Pakistani clays can be utilized as SCM in the production of limestone calcined clay cement(LC^(3))due to the country’s vast kaolin clay reserves.This study further supports the viability of producing LC^(3) in the nation by providing a thorough analysis of the cement business,known deposits of qualifying clay,and the country’s cement production process. 展开更多
关键词 Pakistani clay Kaolinite content SCM CEMENT DEPOSITS
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Computer-aided design of the effects of Cr_2O_3 nanoparticles on split tensile strength and water permeability of high strength concrete 被引量:7
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作者 Ali NAZARI Shadi RIAHI 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第3期663-675,共13页
In the present paper, two models based on artificial neural networks and genetic programming for predicting split tensile strength and percentage of water absorption of concretes containing Cr2O3 nanoparticles have be... In the present paper, two models based on artificial neural networks and genetic programming for predicting split tensile strength and percentage of water absorption of concretes containing Cr2O3 nanoparticles have been developed at different ages of curing. For purpose of building these models, training and testing using experimental results for 144 specimens produced with 16 different mixture proportions were conducted. The data used in the multilayer feed forward neural networks models and input variables of genetic programming models are arranged in a format of 8 input parameters that cover the cement content, nanoparticle content, aggregate type, water content, the amount of superplasticizer, the type of curing medium, age of curing and number of testing try. According to these input parameters, in the neural networks and genetic programming models the split tensile strength and percentage of water absorption values of concretes containing Cr2O3 nanoparticles were predicted. The training and testing results in the neural network and genetic programming models have shown that every two models have strong potential for predicting the split tensile strength and percentage of water absorption values of concretes containing Cr2O3 nanoparticles. It has been found that NN and GEP models will be valid within the ranges of variables. In neural networks model, as the training and testing ended when minimum error norm of network was gained, the best results were obtained and in genetic programming model, when 4 genes were selected to construct the model, the best results were acquired. Although neural network has predicted better results, genetic programming is able to predict reasonable values with a simpler method rather than neural network. 展开更多
关键词 concrete curing medium Cr2O3 nanoparticles artificial neural network genetic programming split tensile strength percentage of water absorption
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