1) non-alkali mineral activator
无碱矿物激发剂
1.
Manufacturing high volume fly-ash slag concrete on the basis of C30 ready-mixed concrete incorporated with a non-alkali mineral activator is studied.
本文在制备C30商品混凝土中加入无碱矿物激发剂并研究其对混凝土性能的影响,在此基础上开发研制高掺量粉煤灰矿渣混凝土。
2) alkali activator
碱激发剂
1.
The results showed that the water glass alkali activator had best effect to reinforce the compressive strength of geopolymeric cement.
试验结果表明:水玻璃碱激发剂对土聚水泥抗压强度的影响效果最好,碱激发剂的强激发作用使土聚水泥产生较高的抗压强度;三乙醇胺对土聚水泥抗压强度的较好影响主要表现在早期,三乙醇胺作为混凝土早强剂,虽然对水泥系统的影响明显,但对本系统的影响不显著;聚丙烯酸钠对土聚水泥抗压强度的影响效果不佳,其原因可能是:大分子量的聚丙烯酸钠由于黏度过高,将偏高岭土颗粒包裹,使其无法与碱激发剂接触,影响了碱激发剂的激发效果。
3) alkali-activator
碱激发剂
1.
The results from probing into some key properties of the geoplymer show that the activating effect using water glass as a activator is not as good as using pure NaOH; the optimum proportion of slag to flyash is 4∶6 and the optimum blending ratio of alkali-activator is 10%;curing temperature of the geoplymer in water ought to be above 30℃; and cation Ca2+ plays an important ro.
研究表明:用水玻璃作为地聚合物碱激发剂,其激发效果不如纯N aO H好;最佳原料配比是:矿渣和粉煤灰之比为4∶6,碱激发剂的最佳掺量为10%;地聚合物在水中的养护温度应高于30℃;Ca2+阳离子对地聚合物的强度起着重要作用。
4) alkali-activated slag inorganic adhesive
碱激发矿渣无机胶
1.
In consideration the problem that currently the softening point of resin adhesive used in strengthening concrete structure with carbon fiber reinforced polymer(CFRP) sheets is too low,an inorganic adhesive,alkali-activated slag inorganic adhesive(AASIA) was invented,of which strength does not decrease at the temperature of 600℃.
针对目前粘贴碳纤维片材加固混凝土结构所用有机胶软化点过低的问题,研发了在600℃下强度不降低的碱激发矿渣无机胶。
5) Alkali-activator
碱性激发剂
1.
In this paper,the oil shale ash as the main raw material was used to prepare the high intensity of oil shale ash base polymer block quality,with the help of alkali-activator.
以油页岩灰渣为主要原料,在碱性激发剂的作用下,制备了具有较高强度的油页岩灰渣基地质聚合物砌块。
2.
Furthermore it used orthogonal combination experiment to analyze the influence on water-cement ratio(w/b),FH content,FZ content and alkali-activator content to concrete.
16mm微粉的再生性问题,采用正交试验方案,分析了水胶比(w/b)、FH掺量、FZ掺量及碱性激发剂掺量对混凝土性能的影响,得出了影响混凝土强度的因素顺序为FZ掺量>水胶比>FH掺量>NaOH掺量,并得到相应各种材料的最佳掺量。
6) Composite minerals sulfate activator
复合矿物硫酸盐激发剂
补充资料:晶体中的元激发(见固体中的元激发)
晶体中的元激发(见固体中的元激发)
elementary excitation in crystal
晶体中的元激发eleme讯ary excitation Incrvstal见固体中的元激发。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条