混合材对水泥浆体泌水性能的研究

通过调整水泥中钢渣粉、粉煤灰和石灰石粉的含量,检测水泥浆体泌水速率,研究了多种混合材对水泥的泌水性能的影响,结果表明：建立的水泥浆体泌水检测方法可以表征水泥的泌水性能;5%～6%的钢渣粉的加入促进了水泥整体的保水效果,泌水速率和累积泌水率较现行水泥配比和中联水泥的低,但水泥成本上升 2.13元/t和2.89元/t;粉煤灰因其密度低,且多为球状形貌,不利于水泥泌水性能;2%石灰石粉的加入,可降低水泥的泌水率和累积泌水率,其性能曲线与中联水泥的相近,水泥成本降低0.96元/t。     

粉煤灰基混凝剂的制备及在大麻废水中的应用

采用酸溶法以粉煤灰为基础原料 ,通过添加一定量的硫铁矿烧渣 ,制备成粉煤灰基复合混凝剂 ,确定了最佳工艺条件 .实验结果表明 ,影响混凝剂制备的主要因素是粉煤灰与硫铁矿渣的质量比、酸用量、浸取时间和温度 .此混凝剂对大麻废水中 CODcr去除率达 88% ,色度去除率可达 96.6%以上 ,具有沉淀快和污泥体积小等优点 .     

Studies on high-performance blended/multiblended cements and their durability characteristics

Number of blends were prepared by intergrinding clinker, gypsum, fly ash, calcined clay, microsilica and limestone in laboratory ball mill in varying percentages, and their physical properties such as fineness, consistency, setting time and compressive strength have been determined. The durability tests on selected compositions were also conducted by exposing the mortar cubes separately in 5% Na₂SO₄ and 5% NaCl solutions till the age of 90 and 180 days. The performance was observed by compressive strength development criteria after various length of exposure. Results have been discussed and found that the durability of blended cement is higher than the ordinary Portland cement.     

在线煤灰分检测技术在中国的应用

介绍了应用双能量γ射线透射法测量煤灰分的技术原理及特点;清华大学工程物理系采用该法研制的在线煤灰分仪应用在选煤厂可以指导生产,保证产品质量,提高选煤效率,还可用于介耗<2kg/t的重介质选煤厂及自动配煤系统,为企业创造了显著的经济效益。     

复合矿物功能掺合料对粉煤灰激活增强的研究

根据激发粉煤灰活性机理研制了一种复合矿物功能掺合料,针对其对粉煤灰活性激发增强效果进行了系统研究。结果表明,用Ⅱ级粉煤灰、复合矿物功能掺合料置代50%以上水泥配制的胶砂、普通混凝土和高性能混凝土的早期强度、后期强度均大幅度提高。其中强度等级C15-C100 的混凝土不仅单方可节约水泥 50%以上,而且其强度较单掺粉煤灰有显著提高,具有显著的经济和社会效益。     

利用粉煤灰生产SiC陶瓷原料

利用粉煤灰部分或全部代替石英砂,配以适量的锯末,在高温炉中特定的烧成制度下,采用SiO2-C还原法将粉煤灰中的二氧化硅与锯末中的碳结合制取高性能的SiC陶瓷原料。利用正交实验对合成工艺中的合成温度、保温时间、碳过量数进行了设计和探索性实验,并对合成产物中的碳化硅的含量进行了测试。研究表明,在经催化剂(FeCl26H2O)浸泡12小时,加入2%矿化剂,在1380℃的合成温度下,保温时间2小时,碳过量10%的情况下,生成的SiC陶瓷原料中SiC的含量在53.6%以上。     

Sex Pheromone Components in Defense of Melon Fly, Bactrocera cucurbitae Against Asian House Gecko, Hemidactylus frenatus

The Asian house gecko, Hemidactylus frenatus, after being acclimatized to feeding on the melon fly, Bactrocera cucurbitae, consumed fewer numbers of 15-day-old (DO) and older male melon flies compared to sexually immature flies 10 DO and younger. The first male melon fly that performed mating did so on the 10th day after eclosion (DAE), but >80% of the males performed their first mating between 10 and 15 DAE. This confirmed that between 10 and 15 DAE most male melon flies are already sexually mature and producing sex pheromone. Synthetic 1,3-nonanediol, a component of male melon fly sex pheromone produced endogenously, when topically applied onto the thorax of housefly Musca domestica at ca. 80 or 320 ng/fly, reduced consumption by geckos compared with untreated flies in subsequent days after the first day in a four-day feeding test. Raspberry ketone (RK) is consumed and sequestered into the pheromonal gland and later released as a pheromonal component of male melon fly. Houseflies topically treated with 2.6 g RK/fly did not deter predation by geckos. However, houseflies treated with 5.1 g RK/fly caused geckos to consume fewer flies, especially on the third and fourth days during a four-day feeding test, compared with the period when they were offered untreated flies.     

三峡工程高掺量粉煤灰混凝土碳化性能研究

研究了不同掺量粉煤灰混凝土碳化速率及其碳化前后强度和抗渗性的变化 ,分析了粉煤灰掺量和火山灰反应与粉煤灰混凝土碳化速率的关系 ,讨论了粉煤灰混凝土碳化前后强度和抗渗性变化的原因。     

湘潭电厂粉煤灰在建筑工程中的应用

本文首先简述湘潭电厂除、排灰情况，粉煤灰加工工艺和品质，然后较详细地用文字和图表表述该粉煤灰在水工工程、泵送砼工程、路面工程、砂浆及轻质砼中的应用。     

Strength, durability and micro-structural aspects of high performance volcanic ash concrete

This paper presents the results of investigations to assess the suitability of using volcanic ash (VA) as a cement replacement material to produce high performance concrete. Tests were conducted on concrete mixtures replacing 0 to 20% by mass of ordinary Portland cement (OPC) by VA. The performance of high performance volcanic ash concrete (HPVAC) mixtures was evaluated by conducting comprehensive series of tests on fresh and hardened properties as well as durability. The mechanical properties were assessed by compressive strength, while durability characteristics were investigated by rapid chloride permeability (RCP), drying shrinkage (DS), mercury intrusion porosimetry (MIP), differential scanning calorimetry (DSC) and microhardness tests. HPVACs showed better durability properties compared to control concrete with 0% VA. The improved performance of HPVACs was attributed to the refinement of pore structure, and pozzolanic action of VA. HPVAC having a minimum 28-day compressive strength of 60 MPa can be obtained by replacing up to 20% (by mass) of cement by VA. Development of non-expensive and environmentally friendly HPVAC with acceptable strength and durability characteristics (as illustrated in this study) is extremely helpful for the sustainable development and rehabilitation of volcanic disaster areas around the world.