粉煤灰和电石渣对聚丙烯塑料裂解的影响研究

研究了粉煤灰和电石渣对聚丙烯塑料裂解的影响,讨论了加入量对裂解速度和裂解产物的影响.结果表明:粉煤灰和电石渣都使裂解产物中的轻质部分(汽油和裂解气)增加、重油降低;粉煤灰比电石渣更能加快反应的进行,而且加入量越多,反应越快,需时越短;粉煤灰比电石渣对聚丙烯塑料的裂解具有明显的催化促进效果.     

粉煤灰和电石渣对聚丙烯塑举裂解的影响研究

研究了粉煤灰和电石渣对聚丙烯塑料裂解的影响，讨论了加入量对裂解速度和裂解产物的影响。结果表明：粉煤灰和电石渣都使裂解产物中的轻质部分（汽油和裂解气）增加、重油降低；粉煤灰比电石渣更能加快反应的进行，而且加入量越多，反应越快，需时越短；粉煤灰比电石渣对聚丙烯塑料的裂解具有明显的催化促进效果。     

粉煤灰、电石渣及其配合物碳酸化特性

为了促进粉煤灰和电石渣建材化高效利用和协同矿化CO_2减排,研究了粉煤灰、电石渣及其配合物的碳酸化特性。实验采用pH在线测试方法分别对粉煤灰、电石渣以及两者配合物的碳酸化过程的pH进行在线测试,并对原料和产物进行XRD、TGA和SEM表征。结果表明:相同条件下,粉煤灰碳酸化浆液pH降到7.0的平均速度约为电石渣的51倍;与等量电石渣单独碳酸化相比,粉煤灰与电石渣按照4:1(质量比)复配碳酸化pH降低到7.0的速度较纯电石渣提高了近5.6倍,且在相同电石渣配量的条件下,粉煤灰-电石渣复配料比碳酸钙-电石渣复配料的碳酸化反应完成时间缩短了31.6%,说明电石渣与粉煤灰复配后进行碳酸化反应具有明显协同促进作用。TGA分析表明,纯粉煤灰和纯电石渣的固碳率分别约为2%和61.3%,粉煤灰与电石渣复配料的固碳率较等量单一电石渣和粉煤灰的固碳率之和的计算值提高了19.6%。SEM分析表明,粉煤灰与电石渣复配料碳酸化产物碳酸钙颗粒在粉煤灰表面呈现异位分散附着形态,而单一电石渣碳酸化产物碳酸钙则在电石渣颗粒表面呈现原位聚集附着形态。这可能是复配料固碳率提高的主要原因。     

不干胶废弃物热解与燃烧动力学特性

采用热重分析方法对不干胶废弃物(PSAs)进行了热解和燃烧失重分析,并采用Doyle法拟合计算了PSAs热解和燃烧动力学参数。结果表明:当温度低于200℃或高于600℃,PSAs的热解和燃烧失重过程具有性;300~600℃时,PSAs热解过程具有3个失重峰,而其燃烧过程具有2个失重峰。动力学分析结果表明:PSAs的热解是由多阶段复杂的热裂解反应组成,其热解过程可用4个一级反应来描述,随着升温速率的提高热解阶段第1峰区表观活化能降低;而第2、3峰区以及半焦深度裂解阶段的第4峰区活化能逐渐升高;PSAs燃烧过程可用3个一级反应来描述,随着升温速率的提高,PSAs燃烧过程的表观活化能均逐渐降低,并且燃烧表观活化能均低于热解表观活化能。     

高铝粉煤灰提取氧化铝后硅钙渣用作水泥混合材

为了使高铝粉煤灰提取氧化铝后所产生的硅钙渣被大量的用作水泥混合材,通过水泥强度、水化放热和干缩性实验研究了原状硅钙渣和脱碱硅钙渣对水泥强度和稳定性的影响。结果表明,当硅钙渣掺量达30%时,硅钙渣水泥强度仍可满足P·C 32.5水泥要求。且随硅钙渣掺入量的增加,水泥早期水化放热速率增加的同时水泥累计水化放热量和干缩率还会显著降低。与原状硅钙渣相比,在同等掺量的情况下,脱碱硅钙渣更有利于保持水泥强度,降低其水化热和改善干缩性。     

浅析电石渣固硫

研究了用电石渣作为固硫剂,探讨了最佳固硫的燃烧温度、电石渣用量和粒径,并掺入适量的 Ｆｅ_２Ｏ_３对电石渣进行改性,发现用电石渣固硫与其他钙基因硫剂相当,具有良好的应用前景。     

烧结脱硫灰制备蒸压加气混凝土砌块的研究

研究了烧结烟气半干法脱硫灰复掺粉煤灰、水渣/水泥,辅之外加剂,制备蒸压加气混凝土砌块的可行性.实验结果显示,当脱硫灰掺入量25%,粉煤灰掺入量45%,水渣和水泥掺入量均15%,铝粉掺入量0.04%,水料比0.6,稳泡剂掺入量0.0012%,烧碱掺入量1%,无需额外添加石膏,采用蒸压养护12.5 h(其中抽真空时间为0....     

蜂窝煤燃烧氟污染的控制

以碳酸钙为固氟添加剂,以炉渣及粉煤灰等低氟材料取代全部或部分粘土作为粘结剂来制作蜂窝煤,进行了燃煤降氟的试验研究.结果表明,添加碳酸钙能有效降低蜂窝煤燃烧时候的氟排放,当煤:粘土:CaCO3的质量比为70:17:13时,碳酸钙的固氟效果最佳,氟的排放率可降低64.1%.以炉渣为粘结剂制作蜂窝煤能够显著降低燃烧时向外界排放的氟化物量,当煤:炉渣:CaCO3为80:8:12时,蜂窝煤燃烧排氟量较小且趋于稳定.已拌有一定剂量粉煤灰粘结剂的煤中添加15%的粘土后碳酸钙的固氟效果明显改善,当煤:粘土:粉煤灰:CaCO3为70:15:9:6时固氟效果最佳,此时蜂窝煤氟逸出率仅为18.2%,氟的减排率达到77.9%,显著优于未添加粘土时碳酸钙的固氟效果,蜂窝煤添加碳酸钙固氟剂进行高效固氟时,需同时适当增加粉煤灰加入量,以稳定固氟剂的高温固氟效果.     

钻井废液的超临界水氧化处理及动力学分析

在反应温度为500～600℃、压力为25～30 MPa、停留时间为30～600 s的条件下,在连续式反应器中研究了钻井废液的超临界水氧化反应.结果表明:钻井废液的COD去除率可达90.00%以上;在600℃、停留时间为600 s时,钻井废液氧化后,剩余收集液的COD＜120 mg/L,满足《污水综合排放标准》(GB 8978-1996)中的二级标准.用幂函数方程描述了氧化剂过量时钻井废液超临界水氧化的反应动力学规律,反应速率常数与温度的关系符合Arrhenius公式,随停留时间的增加、温度的升高,有机物的去除率显著增加;反应速率常数随压力升高而增加,但反应速率常数的增幅随压力的升高而减小,反应活化体积不是常数.在25 MPa时,反应活化能和频率因子分别为(17 745.430 40±1 114.983 42)kJ/mol和1.152 3×10-4s-1模型计算值与实验值的误差在±15%以内.     

基于白碳黑的水化硅酸钙制备及其磷回收特性简

以白碳黑、硅灰、硅藻土和硅胶筛选硅质原料,并与钙质原料电石渣制备了水化硅酸钙。借助XRF、BET、FTIR等表征手段,通过多次重复除磷实验,研究了硅质原料特性对水化硅酸钙回收磷性能的影响。结果表明,白碳黑具有极高的反应活性,因此可作为制备具有磷回收特性的水化硅酸钙的硅质原料。结合XRD等表征发现,白碳黑的有效利用率是影响水化硅酸钙回收磷性能的关键,该利用率取决于白碳黑与电石渣的摩尔配比以及水热反应温度。当电石渣与白碳黑的摩尔比为1.6：1,反应温度为170℃时,白碳黑具有最佳的利用效率。该条件制备的水化硅酸钙可作为晶种,在其表面结晶形成羟基磷灰石,从而达到磷回收的目的,磷回收后固体物质中的磷含量为19.05%。     

A Study on the Treatment of CO2, SO2, Nox,and Fly Ash by Pulse Activation

ABSTRACT

This paper presents a technique for the complete, simultaneous decomposition of CO₂, SO₂, and NO_x, as well as the simultaneous removal of fly ash by ultra-high voltage pulse activation. Ultra-high voltage narrow pulse is used to make the gases in the reactor become active molecules, which are then dissociated into nonpoisonous gas molecules and solid particles under the control of a directional reaction model. By using a sufficient charge and a strong electric field, the fly ash can be removed. It becomes the carrier of C and S, and its efficiency is 99.5%. Owing to the action of catalyst B (using Ni as the mother's body), the activation energy of CO₂, SO₂, and NO_x gases is reduced in great magnitude, and their removal efficiency can reach 75~90% at normal pressure and 180 °C.     

市政污泥深度脱水药剂优化研究简

污泥含水率高影响污泥后续处置。利用化学药剂对污泥进行深度脱水处理可使污泥减量化、稳定化。为提高深度脱水效果,对添加剂进行了种类和添加量的优化研究（石灰、工业石灰、粉煤灰、硅藻土、十二烷基磺酸钠和飞灰;5%、10%、15%、20%、25%和30%）,另外,还进行了复合投加实验。研究结果表明,石灰、工业石灰、粉煤灰的深度脱水效果最好;复合添加中,25%石灰+5%粉煤灰,20%石灰+10%粉煤灰,10%石灰+20%粉煤灰的深度脱水效果最好。5%的石灰或者工业石灰的添加剂量使干化污泥pH值达到12.25,粉煤灰、硅藻土、十二烷基磺酸钠和飞灰的添加对干化污泥pH值影响相对要小。     

Preparation of Calcium Silicate Reagent from Fly Ash and Lime in a Flow Reactor

Abstract

The batch reaction between fly ash and hydrated lime in water to produce high surface area calcium silicates for flue gas desulfurization has been examined extensively. This paper examines the reaction in a flow reactor using two low-calcium fly ashes and introducing gypsum, calcium sulf ite hemihydrate, and calcium chloride as additives to the reaction. The flow system is compared to the batch reaction at similar operating conditions and a segregated flow model is used to approximate flow reactor behavior.

Experiments with calcium chloride and gypsum additives were modeled fairly well by the segregated flow approximation at residence times less than 12 hours. The flow reactor produced low surface area material at longer residence times when gypsum was present. Because the changing solution chemistry affected the batch reaction rate the fly ash and hydrated lime system without gypsum or calcium chloride could not be approximated using batch reaction data. In this case, the flow reactor produced higher surface area product than the batch reactor for a given residence time due to the increased calcium hydroxide availability.     

Formation of dioxins (PCDDs/PCDFs) by dioxin-free fly ash as a catalyst and relation with several chlorine-sources

Simplified thermal formation experiments have been conducted using dioxin-free fly ash as a catalyst with many kinds of combustible samples such as newspaper, kerosene, paraffin, PE (polyethylene), PP (polypropylene) and PVC. Chlorine sources were PVC, NaCl and HCl. The combustion of samples containing chlorine in the absence of dioxin-free fly ash produced dioxins at a low level although HCl was present in the gas stream. On the other hand, the combustion of samples without chlorine with dioxin-free fly ash increased dioxins formation to a level around 10 times higher than that upon heating dioxin-free fly ash alone. This result is considered to be due to the presence of metal chloride in the fly ash and hydrocarbons in the gas stream. The combustion of samples containing either an organic or inorganic chlorine source or using a HCl stream with dioxin-free fly ash increased dioxin level dramatically.     

铁屑粉煤灰组合处理含磷废水

实验研究了铁屑粉煤灰组合处理含磷废水的除磷效果.通过单因素实验,考查了铁屑粉煤灰质量比、反应时间、pH值和投加量对除磷效果的影响.实验结果表明,该法除磷的最优条件为铁屑和粉煤灰的质量比为2∶1,反应时间为20 min,pH值为6,投加量为20 g/L.在最优实验条件下磷的去除率达到了97.5％.对比了该法和粉煤灰吸附法与传统铁屑法的除磷效果.与单一粉煤灰吸附法和传统铁屑法除磷的结果相比较,铁屑粉煤灰组合除磷的方法具有明显优势.     

壳聚糖联合碱改性粉煤灰对重金属离子的吸附特性

采用浸渍法将壳聚糖负载在经NaOH改性的粉煤灰上,制备了联合改性的粉煤灰。随粉煤灰上壳聚糖负载量的增加,粉煤灰对Pb²⁺和Cd²⁺的吸附率均提高。当负载壳聚糖的质量分数为8%,吸附温度为30℃,吸附时间为120 min时,粉煤灰对Pb²⁺的吸附率最高（为98.9%）,对Cd²⁺的吸附率也最高（为91.5%）。其吸附行为符合Freundlich等温吸附模型,但表现为2个线性区。粉煤灰负载壳聚糖的改性机理是粉煤灰与带正电荷的壳聚糖的化学键合作用。     

中孔分子筛AI-MCM-41催化裂解聚烯烃反应研究

采用水热合成法制备了不同硅铝比的中孔分子筛AI-MCM-41，将其应用于高密度聚乙烯（HDPE）和聚丙烯（PP）的催化裂解反应。通过改变硅铝比、反应温度和催化剂用量，对Al-MCM-41催化HDPE和PP裂解反应的规律进行了探讨，研究表明，HDPE裂解反应受硅铝比的影响较大；而对于PP裂解反应，硅铝比在一定范围内对催化剂活性的影响不明显。另外，与热裂解和HZSM-5小孔分子筛的催化裂解结果进行了比较，结果证明A1-MCM-41具有较高的催化活性和较高的液体产物收率，尤其适合于空间位阻较大的PP的催化裂解反应。     

中孔分子筛Al-MCM-41催化裂解聚烯烃反应研究

采用水热合成法制备了不同硅铝比的中孔分子筛A l-MCM-41,将其应用于高密度聚乙烯(HDPE)和聚丙烯(PP)的催化裂解反应。通过改变硅铝比、反应温度和催化剂用量,对A l-MCM-41催化HDPE和PP裂解反应的规律进行了探讨,研究表明,HDPE裂解反应受硅铝比的影响较大;而对于PP裂解反应,硅铝比在一定范围内对催化剂活性的影响不明显。另外,与热裂解和HZSM-5小孔分子筛的催化裂解结果进行了比较,结果证明A l-MCM-41具有较高的催化活性和较高的液体产物收率,尤其适合于空间位阻较大的PP的催化裂解反应。     

A comparison between sludge ash and fly ash on the improvement in soft soil

In this study, the strength of soft cohesive subgrade soil was improved by applying sewage sludge ash as a soil stabilizer. Test results obtained were compared with earlier tests conducted on soil samples treated with fly ash. Five different proportions of sludge ash and fly ash were mixed with soft cohesive soil, and tests such as pH value, compaction, California bearing ratio, unconfined compressive strength (UCS), and triaxial compression were performed to understand soil strength improvement because of the addition of both ashes. Results indicate that pH values increase with extending curing age for soil with sludge ash added. The UCS of sludge ash/soil were 1.4-2 times better than untreated soil. However, compressive strength of sludge ash/soil was 20-30 kPa less than fly ash/soil. The bearing capacities for both fly ash/soil and sludge ash/soil were five to six times and four times, respectively, higher than the original capacity. Moreover, the cohesive parameter of shear strength rose with increased amounts of either ash added. Friction angle, however, decreased with increased amounts of either ash. Consequently, results show that sewage sludge ash can potentially replace fly ash in the improvement of the soft cohesive soil.