碱矿渣粉煤灰胶凝体系的温度激发特性研究

为探究不同温度状态下的碱激发剂对矿渣、粉煤灰的活性激发效果,将NaOH、Na2CO3以复合掺的方式得到了碱激发剂,并以碱激发剂溶液的温度t为试验设计参数,在t=20、30、40、50、60、70、80、95℃状态下,制备了粉煤灰与矿渣的比值为0.6、碱掺量为6.0%、复合碱组分间的比例n=1.3、胶水比为3.2的净浆试...     

碱矿渣水泥化学收缩研究

研究了矿渣的种类、细度以及碱组分种类、碱溶液浓度等对碱矿渣水泥化学收缩的影响.结果表明,当碱组分为NaOH时,碱矿渣水泥28d龄期的化学收缩约为6～10ml/100g,与硅酸盐水泥(7～9ml/100g)的相当;当碱组分为水玻璃时,其收缩量约为3～6ml/100g,比硅酸盐水泥的小.     

影响碱—粉煤灰—矿渣基胶凝材料性能因素的探讨

该文论述了影响碱-粉煤灰-矿渣基胶凝材料性能的主要因素,就粉煤灰矿渣比、碱的类型及掺量、粉煤灰的机械活化和碱激发的复合作用、早强剂及晶种等因素进行了系统的研究。     

粉煤灰对碱矿渣混凝土性能的影响

试验重点研究了不同碱对碱矿渣-粉煤灰混凝土强度的影响,不同掺量粉煤灰对碱矿渣混凝土强度的影响及碱矿渣-粉煤灰混凝土的耐酸性能。     

碱激发胶凝材料中碱硅反应研究进展

本文综述了碱激发矿渣、碱激发粉煤灰、碱激发矿渣粉煤灰以及其它碱激发胶凝材料中的碱硅反应研究进展.在相同条件下,碱激发矿渣砂浆棒或混凝土棱柱体的膨胀值通常比硅酸盐水泥材料的小,取决于碱激发剂种类、活性骨料的种类和尺寸等.碱激发矿渣的碱硅反应并不随碱掺量的增加而变大,存在碱掺量最劣值.用粉煤灰或偏高岭土来取代矿渣可减小甚至抑制碱激发矿渣中碱硅反应的发生.     

碱矿渣水泥石碳化产物研究

碱矿渣水泥水化产物不同于硅酸盐水泥,会产生不同的碳化行为.以水玻璃与NaOH为碱组分制备碱矿渣水泥石,采用X-射线衍射(XRD)、红外光谱(FF-IR)与综合热分析(TG-DSC)研究了碱矿渣水泥石的碳化产物.结果表明:碱矿渣水泥石碳化生成的CaCO3的存在形式主要为方解石,球霰石和文石含量较少,随碳化龄期延长,文石与球霰石含量增加;以模数1.0～1.5的水玻璃为碱组分的碱矿渣水泥石碳化后,出现钠的碳酸盐结晶相;碱矿渣水泥石碳化脱钙后生成富硅的C-S-H凝胶,C-S-H凝胶的聚合度增加.     

钢渣、碱矿渣水泥强度影响因素的研究

本文从宏观和微观两方面,讨论了诸如钢渣（D渣）掺量、碱组分及养护条件等因素对钢渣-碱矿渣水泥强度发展的影响机理,为更好利用钢渣以作为碱矿渣水泥的复合组分,进行了理论和实践方面的探索.     

碱矿渣水泥基胶凝材料的碳化特征研究

抗碳化性能是混凝土耐久性的重要方面.以水玻璃与氢氧化钠(NaOH)为碱组分,粒化高炉矿渣为胶凝材料,研究了碱矿渣水泥的抗碳化性能,并分析了碱矿渣水泥易于发生碳化的主要原因.结果表明:与硅酸盐水泥相比,碱矿渣砂浆的碳化程度较大,碳化未引起碱矿渣水泥石干燥收缩的增加.碱矿渣水泥基胶凝材料硬化体碳化程度较大的主要原因是其水化产物不存在Ca(OH)2、硬化体孔溶液的高碱性及较大的干燥收缩.     

固体碱激发制备碱-矿渣-高钙粉煤灰水泥的研究

研究了采用固体碱激发制备碱 -矿渣 -高钙粉煤灰水泥的方法途径。结果表明 :在碱激发剂最佳掺量条件下 ,调整矿渣与高钙粉煤灰的配比 ,可制备出 32 5号～ 5 2 5号的碱 -矿渣 -高钙粉煤灰水泥。该水泥生产成本低、性能优良 ,是一种具有发展前景的绿色环保节能建材。     

粉煤灰对碱激发矿渣/粉煤灰体系的作用机理研究

碱激发胶凝材料是以工业固体废弃物为原料制备的一种绿色无机胶凝材料,具有良好的力学性能与耐久性能。粉煤灰因其独特的球体微观结构与其他固废微粉存在本质区别,因此粉煤灰在碱激发胶凝材料体系中的作用机理亟待研究。以矿渣与粉煤灰为原料,利用碱激发剂制备胶凝材料,并对材料进行抗压强度测试,最后采用XRD、FTIR和SEM探究碱激发矿渣/粉煤灰体系的水化反应机理,研究粉煤灰对矿渣/粉煤灰体系的作用机理。结果表明:外掺3%(质量分数)NaOH作为碱激发剂,水固比为0.4时,随粉煤灰掺量减少,抗压强度呈现先上升后下降的趋势;m(矿渣):m(粉煤灰)为4:1时,28 d抗压强度达到峰值(37.1 MPa)。粉煤灰颗粒在不同龄期形成具有不同反应程度与尺寸的嵌入式微观结构,对材料力学性能起到不利影响;但粉煤灰的活化程度随龄期延长逐渐变大,对后期强度发展有持续贡献。碱激发矿渣/粉煤灰体系水化产物中含有Friedel盐、托贝莫来石、钙矾石、C-S-H/C-A-S-H凝胶,以及粉煤灰中残留的α石英相。随粉煤灰掺量增加,托贝莫来石生成量减少,钙矾石向Friedel盐转变,钙矾石生成量减少,Friedel盐生成量增多。     

Corrosion resistance in activated fly ash mortars

The question of whether reinforcing steel can be protected with activated fly ash cement as effectively as with Portland cement is explored in this study. Corrosion potential (E_corr) and polarisation resistance (R_p) values for steel electrodes embedded in Portland cement mortar and two fly ash mortars, respectively activated with NaOH and waterglass+NaOH solutions, are monitored. Chloride-free activated fly ash mortars are found to passivate steel reinforcement as speedily and effectively as Portland cement mortars, giving no cause to fear that corrosion may limit the durability of reinforced concrete structures built with these new types of activated fly ash cement. The polarisation curves and the response to short-term anodic current pulses (galvanostatic pulse technique) obtained further corroborate the full and stable passivation of the steel by the concrete manufactured with these binders.     

碱激发粉煤灰力学性能的研究

以氢氧化钠、水玻璃及水泥对粉煤灰(掺入一定量氧化钙)进行活性激发,采用蒸汽养护制度在80℃的条件下对粉煤灰试样进行蒸汽养护,研究水灰比、碱激发剂的种类、碱的掺量等因素对碱激发粉煤灰的强度发展规律。研究结果表明:水灰比对碱激发粉煤灰的强度发挥有很大的作用,当达到成型要求时其适宜的水灰比一般为0.38;复掺比单掺的效果好,其中氢氧化钠和水泥的复掺效果优于水玻璃和水泥的复掺效果;水玻璃和氢氧化钠作为激发剂激发粉煤灰时的最佳掺加量为10%。     

Composition and microstructure of alkali activated fly ash binder: Effect of the activator

The alkali activation of fly ashes is a chemical process by which the glassy component of these powdered materials is transformed into very well-compacted cement. In the present work the relationship between the mineralogical and microstructural characteristics of alkaline activated fly ash mortars (activated with NaOH, Na₂CO₃ and waterglass solutions) and its mechanical properties has been established. The results of the investigation show that in all cases (whatever the activator used) the main reaction product formed is an alkaline aluminosilicate gel, with low-ordered crystalline structure. This product is responsible for the excellent mechanical-cementitious properties of the activated fly ash. However the microstructure as well as the Si/Al and Na/Al ratios of the aluminosilicate gel change as a function of the activator type used in the system. As a secondary reaction product some zeolites are formed. The nature and composition of these zeolites also depend on the type of activator used.     

碱–磷渣–粉煤灰混凝土力学性能和耐久性(英文)

研究了用碱激发磷渣_粉煤灰胶凝材料(atkali activated phosphor slag fly ash cement,AAPFC)制各的混凝土的力学性能和耐久性,并用扫描电子显微镜观察了形成的水泥石与骨料的界面结构.结果表明:相对于硅酸盐水泥混凝土,AAPFC混凝土具有强度高,弹性模量较低的特点;其抗冻性和抗氯离子渗透性显著优于硅酸盐水泥混凝土,但抗碳化性不及后者.硅酸盐水泥混凝土中水泥石与骨料界面上存在大量定向排列的Ca(OH)2,造成弱结合,而AAPFC混凝土中水泥石与骨料问结合紧密.     

碱-矿渣水泥缓凝剂的研究

根据碱-矿渣水泥的水化机理,研制出HN-1和HN-2型碱-矿渣水泥缓凝刺,本文主要介绍HN-1和HN-2这两种缓凝剂不同掺量对碱-矿渣水泥凝结时间和强度的影响。试验结果表明．HN—1和HN-2这两种缓凝剂可以有效延长碱-矿渣水泥的凝结时间,而且碱-矿渣水泥的净浆抗压强度和胶砂抗折强度、抗压强度与未加缓凝剂相比在低掺量时有所提高,在高掺量时有-定程度的下降。     

Alkali sorption by C-S-H and C-A-S-H gels: Part II. Role of alumina

In Part I, it was shown that alkali partition between C-S-H gel and an aqueous phase can be represented by a partition function, R_d, the numerical value of which, at constant temperature, is defined by the Ca/Si ratio. This R_d value is constant or nearly so over wide ranges of NaOH and KOH concentrations up to ∼0.3 M. In the present paper, Al has been introduced to form C-A-S-H gels, and the influence of Al on alkali sorption properties was determined: Approximately 6-7% replacement of Si by Al was used. Microprobe evidence is presented to show that the Al is actually in solid solution. Introduction of Al into C-S-H markedly increases R_d, indicating enhancement of alkali binding. The results underpin and quantify the beneficial effects of alkali binding arising from the introduction of aluminous supplementary cementing materials, such as fly ash, into cement pastes.     

Effect of superplasticizer and shrinkage-reducing admixtures on alkali-activated slag pastes and mortars

This paper shows how several superplasticizers (polycarboxylates, vinyl copolymers, melamine and naphthalene-based) and shrinkage-reducing (polypropylenglycol derivatives) admixtures affect the mechanical and rheological properties and setting times of alkali-activated slag pastes and mortars. Two activator solutions, waterglass and NaOH, were used, along with two concentrations—4% and 5% of Na₂O by mass of slag. All admixtures, with the exception of the naphthalene-based product, lost their fluidifying properties in mortars activated with NaOH as a result of the changes in their chemical structures in high alkaline media. The difference in the behaviour of these admixtures when ordinary Portland cement is used as a binder is also discussed in this paper.     

Mechanical and durable behaviour of alkaline cement mortars reinforced with polypropylene fibres

The development of new binders, alternative to traditional cements and concretes obtained by the alkaline activation of different industrial by-products (blast furnace slags and/or fly ashes), is an ongoing study and research topic of the scientific community.

The mechanical and durable behaviour of alkaline cement mortars reinforced with polypropylene fibres has been the object of the present investigation. Three different alkaline matrices were used: (a) granulated blast furnace slag activated with waterglass (Na₂SiO₃+NaOH) with a concentration of 4% Na₂O by mass of slag and cured at room temperature, (b) aluminosilicate fly ash activated with 8M NaOH and cured at 85 °C during the first 24 h and (c) 50% fly ash+50% slag activated with 8M NaOH solution at room temperature. In the mechanical tests (flexural and compressive strengths), two different dosages of fibres were used: 0.5% and 1% by mortar volume. Shrinkage tests according to ASTM C 806-87 standard with (1%) and without fibres were also carried out. The durability tests carried out were freeze/thaw and wet/dry cycles. In these tests, the dosage of fibre was 0.5% by mortar volume. The results obtained show that the nature of the matrix is the most important factor to strength development, more than fibre presence and content amount.     

富镁镍渣-粉煤灰基地质聚合物的制备与性能表征

以工业固体废弃物富镁镍渣和粉煤灰为原料,以水玻璃和NaOH为碱激发剂,制备了一系列富镁镍渣-粉煤灰基地质聚合物。研究了不同粉煤灰掺量对地质聚合物力学性能的影响,并测定地质聚合物的线性收缩和碱溶出,通过XRD、IR、DTA等手段对产物进行表征。结果表明:富镁镍渣-粉煤灰基地质聚合物的强度随粉煤灰的掺入先升高后降低,当掺量为30%(质量分数)时,地质聚合物的抗压强度可达最高值22.15 MPa,较镍渣基地质聚合物强度提高42.2%;XRD分析表明富镁镍渣中MgO以镁橄榄石相存在,而非游离态,故地质聚合物具有良好的体积安定性。     

温度和激发剂浓度对碱激发矿渣净浆流变特性的影响

为了获得温度和激发剂浓度对碱激发矿渣净浆流变特性的影响,以NaOH为激发剂,S95粒化高炉矿渣为被激发组分,探讨了不同激发剂浓度(1 mol/L、2 mol/L和3 mol/L)和温度(20 ℃、30 ℃和40 ℃)下矿渣净浆在凝结硬化过程中屈服应力和表观黏度的变化特征。结果表明:以NaOH为激发剂的矿渣净浆表现出非牛顿体特征,屈服应力的发展符合Bingham流体模型。激发剂浓度和温度越高,碱激发矿渣净浆的屈服应力发展越快,并且屈服应力平稳期和增长期时长均随激发剂浓度和的提高而缩短;表观黏度时变模型可通过η=η₀+e^-btⁿ表示,且初始表观黏度η₀、b和n值均随温度和激发剂浓度的提高而提高。