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111.
通过对邯郸市某电厂脱硫渣的化学组成及稳定性分析,探讨脱硫渣掺量对制品性能的影响,试图将脱硫渣替代石膏和部分粉煤灰用于加气混凝土的生产。试验结果表明:当脱硫渣掺量为10%时,能有效的抑制加气混凝土的前期发气速度,而且通过适当延长发气时间,可使气孔分布更为均匀,其制品干体积密度和强度均满足加气混凝土砌块要求;当掺量超过15%时,由于脱硫渣自身的活性低,制品变得脆而易爆裂;若脱硫渣单一代替石膏作为缓凝剂,则缓凝效果较差。 相似文献
112.
针对除灰系统运行过程中管道内灰量的变化引起电机负载变化导致物料不能被顺利输送的问题,将增量式PID控制技术引入气力除灰控制系统中.根据偏差大小对控制系统的影响,设计了变速积分增量式PID控制器.通过仿真驱动电机转速与时间的响应曲线,对于变速积分增量式PID控制器达到匀速的时间为0.3s,在快速性和稳定性上都明显优于传统PID控制器. 相似文献
113.
彭洪 《四川建材学院学报》2010,(4):29-33
对掺固硫灰干粉砂浆的性能进行了研究。讨论了固硫灰细度、掺量及与粉煤灰复掺对干粉砂浆工作性能、力学性能和膨胀性的影响。结果表明:经预处理固硫灰可以应用于干粉砂浆中,且掺量为10%时效果最佳。固硫灰与粉煤灰等矿物掺合料复掺可以改善干粉砂浆性能。 相似文献
114.
粉煤灰制备沸石负载氧化铜处理酸性大红GR废水 总被引:1,自引:1,他引:0
以粉煤灰为原料,用碱熔-水热合成法制备沸石并负载氧化铜处理酸性大红GR废水。采用正交试验法考察了m(灰)/m(碱)比、m(灰)/m(水)比、煅烧温度和晶化时间对出水中色度和COD指标的影响,并确定了沸石制备的最佳工艺条件为m(灰)/m(碱)比1.2:1、m(灰)/m(水)比1:9,焙烧温度500℃和晶化时间10 h。将最佳条件下制备的沸石负载氧化铜并与过氧化氢联合催化氧化处理酸性大红GR废水,获得了满意的结果:出水中色度和COD指标达到25(稀释倍数)和105 mg.L-1,分别低于纺织染整工业污染排放标准GB 4287—92规定的一级和二级排放标准。制备的沸石经XRD表征,确定为NaA型沸石相。 相似文献
115.
吕林女 《武汉理工大学学报(材料科学英文版)》2009,24(1):140-144
Fly ash (FA) and ground granulated blast-furnace slag (GGBFS) were added to improve the performances of regenerated binding
materials (RBM) which refer to dehydrated phases with rebinding ability of waste hardened cement paste. Flowability tests,
compressive strength tests, SEM, TG-DSC, and non-evaporable water content tests were employed to study the performances of
the combined binding materials and the interactions between RBM, FA, and GGBFS. Results show that adding FA or GGBFS can improve
the workability of RBM paste, and GGBFS has positive effects on strength of RBM. Pozzolanic reactions happen between RBM,
FA, and GGBFS. And the activation effect of RBM to FA and GGBFS is superior to that of P.O grade-32.5 cement, especially at
earlier ages, because of the high reactive f-CaO existing in RBM. On the advantages of the synergetic effects of RBM and pozzolanic admixtures such as FA and GGBFS, new
combined binding materials can be prepared by blending them together.
Funded by the National Science Foundation of China(No. 50508034) 相似文献
116.
The effect of grinding on the chemical and physical properties of rice husk ash was studied. Four rice husk ashes with different finenesses,i.e. coarse original rice husk ash (RHA0),RHA1,RHA2,and RHA3 were used for the study. Ordinary Portland cement (OPC) was partially replaced with rice husk ash at 20% by weight of binder. The water to binder ratio (W/B) of the mortar was maintained at 110%±5% with flow table test. Specific gravity,fineness,chemical properties,compressive strength,and porosity test of mor... 相似文献
117.
This paper presented a study on the strength and chloride resistance of mortars made with ternary blends of ordinary Portland cement (OPC), ground palm oil fuel ash (POA), and classified fly ash (FA). The mortar mixtures were made with Portland cement type I containing 0-40wt% FA and POA. FA and POA with 1wt%-3wt% retained on a sieve No.325 were used. The compressive strength and rapid chloride penetration depth of mortars were determined. The results reveal that the use of ternary blended cements produces ... 相似文献
118.
The effects of quality and content of fly ash on the early-age cracking behavior of high-flowing concrete (HFC) were investigated.
The early-age cracking behavior of the HFC was analyzed by combining the tests of evaporation capacity and electrical resistivity
of the HFC. In these tests, a modified flat-type specimen was adopted. The results show that the HFC will have a lower evaporation
capacity when it is mixed with fine fly ash, while it will have a higher evaporation capacity when grade III fly ash is used
as mineral admixture. And the electrical resistivity rate of HFC reduces with the increase of the content of fly ash. A nonlinear
relationship exists between the cracking time of HFC and the minimum electrical resistivity. The early-age cracking behavior
of HFC with fly ash can be enhanced by appropriately increasing the fine particle content and MgO, K2O, and SO3 contents of fly ash. The optimal content of fly ash, which makes a satisfied early-age cracking behavior of HFC, is obtained.
And when the content of fly ash exceeds a critical value, the early-age cracking behavior of HFC will rapidly decrease.
Foundation item: Project(50478003) supported by the National Natural Science Foundation of China; Project(2002F007) supported by the Natural
Science Foundation of Fujian Province, China 相似文献
119.
To improve the environmental benefits and solve the problems of large shrinkage and high brittleness, the partial replacement
of calcined kaolin by fly ash as a raw material for geopolymer synthesis and the influences of polypropylene (PP) fiber on
the mechanical properties and volume stability were investigated. The results show that compressive strength of the geopolymer
containing 33.3%(mass fraction) fly ash by steam curing at 80 °C for 6 d is improved by 35.5%. The 3-day compressive strength,
flexural strength and impacting energy of geopolymers containing 0.05%PP fiber increase by 67.8%, 36.1% and 6.25%, while the
shrinkage and modulus of compressibility decrease by 38.6% and 31.3%, respectively. The results of scanning electron microscopy
(SEM) and the appearances of crack growths confirm that PP fiber can offer a bridging effect over the harmful pores and defects
and change the expanding ways of cracks, resulting in a great improvement of strength and toughness.
Foundation item: Project(2006AA06Z225) supported by the National High-Tech Research and Development Program of China 相似文献
120.