再生骨料性能及改性方法综述

建筑业在促进经济发展的同时,大量的砂石资源消耗和建筑废弃物占地也对环境造成了巨大压力。因此,建筑和拆除废物的再生骨料回收利用成为必然趋势,诸多学者在先前的研究中分析了再生骨料在实际工程中运用的可行性。综述了利用建筑固废生产再生骨料存在的问题,并总结分析了目前改善再生骨料性能应用较多的处理方法,得出结论,使用加速碳化处理,结合不同的微生物处理方式改善再生骨料性能,具有经济、环保、可持续的特点,有可能成为未来应用于再生骨料生产过程中更为优越、环保的方法。     

再生混凝土骨料对钢渣骨料透水混凝土性能影响试验研究

将再生混凝土骨料以不同比例取代钢渣骨料配制透水混凝土,采用沸煮试验法考察废混凝土骨料对钢渣透水混凝土强度和体积稳定性的影响,结果表明:再生混凝土骨料可改善钢渣透水混凝土强度,减轻钢渣骨料膨胀对透水混凝土体积稳定性的影响,用再生混凝土骨料在改善钢渣骨料透水混凝土性能同时可消纳两种固体废弃物,具有环境效益和社会效益。     

骨料特征对GRC耐久性影响

为了研究骨料特征对GRC耐久性的影响,以废混凝土再生骨料、废砖再生骨料分别取代GRC中的天然砂,分别采用自然老化和50℃加速老化的方法,研究不同性能特征的骨料对GRC长期性能的影响。结果表明:废混凝土再生骨料、废砖再生骨料表面粗糙、多孔的特征,可减少体系中Ca(OH)_2的含量、减小Ca(OH)_2的结晶尺寸;废砖再生骨料还具有火山灰效应,可消耗体系中Ca(OH)_2,因而其对GRC的耐久性改善作用较废混凝土骨料更显著;两种骨料具有的特征不但可提高GRC基体的抗折强度,还可减轻玻璃纤维被腐蚀的程度,有利于GRC耐久性的改善。     

不同掺量再生骨料对混凝土强度的影响研究

通过混凝土配合比设计试验采用等量取代普通骨料的方法,研究不同掺量连续级配再生骨料对混凝土拌合物和易性及混凝土立方体抗压强度影响。主要采取对照组与不同处理组拌合物和易性、不同龄期试件抗压强度等的对比试验得出试验结果。试验结果表明连续级配混凝土再生骨料的掺量对混凝土的和易性及强度均有一定的影响并呈线性变化。通过试验数据结合理论分析得出在再生骨料混凝土配合比设计中,其流动性的大小受到混凝土再生骨料及粉煤灰掺量的影响;再生骨料混凝土的早期强度与拌合物的搅拌时间有直接关系,试验分析得出为提高混凝土早期抗压强度,混凝土再生骨料混凝土配制时其搅拌时间应适当延长;同时,为提高混凝土的和易性、早期及后期抗压强度粉煤灰的掺量百分比应随连续级配混凝土再生骨料掺量的增加而提高。利用试验研究成果,可有效提高混凝土再生骨料的利用量,保障再生骨料混凝土的抗压强度,提高建筑废渣的利用率减轻生态环境压力达到节能减排的目的。同时又能大幅度降低混凝土工程的成本具有一定的经济效益和社会效益。     

双掺粉煤灰再生骨料对混凝土强度影响研究

通过试验研究再生骨料混凝土中粉煤灰和再生骨料对混凝土强度的影响。采用粉煤灰替代部分水泥、再生骨料替代部分天然粗骨料的方法,通过正交试验测定混凝土立方体抗压强度的方法,来研究粉煤灰对再生骨料混凝土强度的影响。试验得出:当再生骨料掺量为20%~30%时,粉煤灰的最佳掺量为20%左右;当再生骨料掺量高于40%、粉煤灰掺量高于20%时,其混凝土拌合物搅拌时间不小于240 s,且当粉煤灰在20%~30%时,可获得较理想的混凝土抗压强度;当粉煤灰的掺入量分布在20%~30%、再生骨料的最佳掺量为50%时,可获得较理想的混凝土抗压强度。由此得出,合理的再生骨料、粉煤灰掺量对混凝土的抗压强度影响并不明显且有提高的趋势,对降低混凝土成本,提高建筑垃圾的再生利用,有一定的经济效益和社会效益。     

废混凝土制作球型路障试验研究

针对建筑垃圾排放量大、利用率低以及石材路障消耗天然石材等问题,以废混凝土作为骨料,制作混凝土再生骨料型球型路障,试验研究了废混凝土取代率、减水剂用量等因素对其性能及外观效果的影响。结果表明废混凝土再生骨料可完全取代天然骨料制球型路障通过调节减水剂掺量,可改善制品的外观质量,减少表面孔洞发生。     

专利资讯

专利名称:一种再生骨料混凝土的纳米强化方法专利申请号:CN201010558424.1公开号:CN102092993A申请日:2010.11.25公开日:2011.06.15申请人:浙江大学;浙江华威建材集团有限公司一种再生骨料混凝土的纳米强化方法,属废弃物资源化综合利用和建筑材料生产技术领域,主要特征是将再生骨料     

全废砖再生轻骨料混凝土试验研究

将废粘土砖加工成粗细骨料,用于配制全废砖再生轻骨料混凝土.检测结果表明：所用废砖粗细骨料属轻骨料范畴,但其吸水率较大,且细骨料级配不良.试验表明：本试验配合比体系中,净水灰比为0.42,体积砂率为50％时最佳;以全废砖配制的再生砖轻骨料混凝土的强度发展规律与普通轻骨料混凝土类似,均有随水泥用量提高而强度提高的趋势,但随着所配制的混凝土强度等级的提高,再生轻骨料混凝土的强度提高趋势下降.以全废砖为骨料适合配制强度等级LC30及以下的再生轻骨料混凝土.     

再生骨料基本性质及对混凝土性能影响的研究

系统研究了废弃混凝土经破碎、分级、清洗后得到的再生骨料的基本性质,揭示了再生骨料较天然花岗岩骨料密度小、空隙率大、吸水率和吸水速率大及压碎指标大等特点.同时还讨论了再生骨料对新拌混凝土和易性和抗压强度的影响规律,再生骨料将使新拌混凝土的流动性降低,但粘聚性和保水性较好,使硬化混凝土的抗压强度略有降低.     

建筑垃圾再生骨料基本性能研究

随着我国经济和城市建设的迅速发展,建筑垃圾问题营运而生。重新利用建筑垃圾再生骨料变得尤为必要。通过试验研究,对建筑垃圾再生粗骨料和再生细骨料进行基本性能的测试分析。试验结果表明:单粒级SRA和连续粒级LSRA均满足再生粗骨料的颗粒级配规定,LRA则不能较好地满足颗粒级配规定。两种单粒级再生粗骨料SRA,LRA和连续粒级LSRA在含水率、吸水率、压碎指标、针片状颗粒含量、表观密度、堆积密度和空隙率基本性能上,均能较好满足《混凝土用再生粗骨料》(GB/T 25177—2010)相关规定;而再生细骨料颗粒性质、物理性质和力学性质差,不能较好满足《混凝土和砂浆用再生细骨料》(GB/T 25176—2010)相关规定。     

Recycling carbon fibre reinforced polymers for structural applications: technology review and market outlook

Both environmental and economic factors have driven the development of recycling routes for the increasing amount of carbon fibre reinforced polymer (CFRP) waste generated. This paper presents a review of the current status and outlook of CFRP recycling operations, focusing on state-of-the-art fibre reclamation and re-manufacturing processes, and on the commercialisation and potential applications of recycled products. It is shown that several recycling and re-manufacturing processes are reaching a mature stage, with implementations at commercial scales in operation, production of recycled CFRPs having competitive structural performances, and demonstrator components having been manufactured. The major challenges for the sound establishment of a CFRP recycling industry and the development of markets for the recyclates are summarised; the potential for introducing recycled CFRPs in structural components is discussed, and likely promising applications are investigated.     

A respirometric method to measure mineralization of polymeric materials in a matured compost environment

A respirometric method was developed to measure the mineralization of polymeric materials in a matured compost environment. For the purpose of evaluating the method, results obtained for the mineralization of glucose and cellulose are presented. The matured compost, in addition to supplied nutrients, micronutrients, and an inoculum, serves as the matrix which supports the microbial activity. Recovery of the substrate carbon in the form of carbon dioxide from the glucose and cellulose added to test vessels was 68 and 70%, respectively. A statistical evaluation of the results obtained on substrate mineralization was carried out and showed acceptable reproducibility between replicate test vessels and test runs. The testing protocol developed has the following important characteristics: (1) the test reactors are maintained at 53 °C at a high solids loading (60% moisture), which has certain characteristics that are similar to a thermophilic compost environment; (2) the test matrix providing microbial activity is derived from readily available organic materials to facilitate reproducibility of the method in different laboratories; (3) the equipment required to perform this test is relatively inexpensive; and (4) the information obtained on polymer mineralization is vital to the study and development of biodegradable polymeric materials.Guest Editor: Dr. Graham Swift, Rohm & Haas.     

Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate

Construction and demolition waste has been dramatically increased in the last decade, and social and environmental concerns on the recycling have consequently been increased. Recent technology has greatly improved the recycling process for waste concrete. This study investigates the fundamental characteristics of concrete using recycled concrete aggregate (RCA) for its application to structural concrete members. The specimens used 100% coarse RCA, various replacement levels of natural aggregate with fine RCA, and several levels of fly ash addition. Compressive strength of mortar and concrete which used RCA gradually decreased as the amount of the recycled materials increased. Regardless of curing conditions and fly ash addition, the 28 days strength of the recycled aggregate concrete was greater than the design strength, 40 MPa, with a complete replacement of coarse aggregate and a replacement level of natural fine aggregate by fine RCA up to 60%. The recycled aggregate concrete achieved sufficient resistance to the chloride ion penetration. The measured carbonation depth did not indicate a clear relationship to the fine RCA replacement ratio but the recycled aggregate concrete could also attain adequate carbonation resistance. Based on the results from the experimental investigations, it is believed that the recycled aggregate concrete can be successfully applied to structural concrete members.     

A review of mechanochemistry applications in waste management

Mechanochemistry is defined to describe the chemical and physicochemical transformation of substances during the aggregation caused by the mechanical energy. Mechanochemical technology has several advantages, such as simple process, ecological safety and the possibility of obtaining a product in the metastable state. It potentially has a prospective application in pollution remediation and waste management. Therefore, this paper aims to give an overall review of the mechanochemistry applications in waste management and the related mechanisms. Based on our study, the modification of fly ash and asbestos-containing wastes (ACWs) can be achieved by mechanochemical technology. Waste metal oxides can be transformed into easily recyclable sulfide by mechanochemical sulfidization. Besides, the waste plastics and rubbers, which are usually very difficult to be recycled, can also be recycled by mechanochemical technology.     

Land application of biosolids. Soil response to different stabilization degree of the treated organic matter

The effect of land application of biosolids on an agricultural soil was studied in a 2-month incubation experiment. The soil microbial biomass and the availability of heavy metals in the soil was monitored after the application of four different composting mixtures of sewage sludge and cotton waste, at different stages of composting. Land application caused an increase of both size and activity of soil microbial biomass that was related to the stabilization degree of the composting mixture. Sewage sludge stabilization through composting reduced the perturbance of the soil microbial biomass. At the end of the experiment, the size and the activity of the soil microbial biomass following the addition of untreated sewage sludge were twice those developed with mature compost. For the mature compost, the soil microbial biomass recovered its original equilibrium status (defined as the specific respiration activity, qCO2) after 18 days of incubation, whereas the soil amended with less stabilized materials did not recover equilibrium even after the two-month incubation period. The stabilization degree of the added materials did not affect the availability of Zn, Ni, Pb, Cu, Cr and Cd in the soil in the low heavy metal content of the sewage sludge studied. Stabilization of organic wastes before soil application is advisable for the lower perturbation of soil equilibria status and the more efficient C mineralization.     

Biodegradation of Low Molecular Weight Organic Acids in a Limed Forest Soil

The effect of liming (3.45 and 8.75 t ha^-1 dolomite; 16 yr after application) on the biodegradation of three low molecular weight organic acids (citrate, oxalate and propionate) in forest soils was investigated. The concentration of organic acids in the soil solution followed the series propionate > citrate > oxalate with liming having no significant impact on soil solution concentrations (mean organic acid concentration = 8.7 ± 2.3 M). Organic acid mineralization by the soil microbial community was rapid in surface organic horizons (mean half-life for citrate = 2–6 h), with biodegradation rate gradually declining with soil depth. Concentration-dependent biodegradation studies (0 to 350 M) showed that the mineralization kinetics generally conformed well to a single Michaelis–Menten equation with V_max values following the series oxalate > citrate > propionate (mean = 9.8 ± 1.0 nmol g^-1 h^-1) and K_M values following the series oxalate = citrate > propionate (mean 168 ± 25 M). The V_max values declined with soil depth, which was consistent with a general reduction in microbial activity down the soil profile. Liming induced a significant increase in V_max for citrate with no change for propionate and reduction in V_max for oxalate. The latter was probably due to adsorption and precipitation of Ca-oxalate making it unavailable for microbial uptake. The higher adsorption/precipitation capacity for oxalate in the limed soils was confirmed by adsorption isotherms. Generally, liming increased soil microbial activity by approximately 10 to 35% with calculations based on soil solution concentrations indicating that organic acid mineralization constituted approximately 3 to 15% of the total soil respiration.     

石油污染土壤的微生物修复技术

介绍了石油污染土壤微生物修复技术的影响因素;概述了生物刺激、生物强化、固定化微生物、植物-微生物联合修复以及电动-微生物联合修复石油污染土壤的技术原理,分析了现阶段土壤修复过程中面临的难题,预测了微生物修复技术的研究方向。指出优化微生物的环境条件、培育新型高效的基因工程菌和开发经济高效的新型修复技术等将是未来微生物修复技术的发展趋势。     

Biogeochemical and ecological considerations in designing wetland treatment systems in post-mining landscapes

Although wetlands have gained acceptance as important components of ecosystems in post-mining landscapes in the past decade, their roles in contaminant retention/removal have not been well integrated into the designing of restoration programs. This paper describes the integration of sediment microbial activities and natural precipitation processes, along with approaches to defining the contaminant load from the mine wastes. The contaminant removal rates, which can be expected by a wetland sediment, are summarized and how they need to be reflected in the wetland size required, and the carbon supply which is needed. Contaminant loading from mining wastes can be balanced by wetland ecological processes, including wetland primary production and microbial mineralization in the sediment. This ecological engineering approach is demonstrated using case studies on hard-rock mining waste in Canada.     

Microbial responses to in situ chemical oxidation,six‐phase heating,and steam injection remediation technologies in groundwater

The evaluation of microbial responses to three in situ source removal remedial technologies—permanganate‐based in situ chemical oxidation (ISCO), six‐phase heating (SPH), and steam injection (SI)—was performed at Cape Canaveral Air Station in Florida. The investigation stemmed from concerns that treatment processes could have a variety of effects on the indigenous biological activity, including reduced biodegradation rates and a long‐term disruption of community structure with respect to the stimulation of TCE (trichloroethylene) degraders. The investigation focused on the quantity of phospholipid fatty acids (PLFAs) and its distribution to determine the immediate effect of each remedial technology on microbial abundance and community structure, and to establish how rapidly the microbial communities recovered. Comprehensive spatial and temporal PLFA screening data suggested that the technology applications did not significantly alter the site's microbial community structure. The ISCO was the only technology found to stimulate microbial abundance; however, the biomass returned to predemonstration values shortly after treatment ended. In general, no significant change in the microbial community composition was observed in the SPH or SI treatment areas, and even small changes returned to near initial conditions after the demonstrations. © 2004 Wiley Periodicals, Inc.     

Effects of pH and microbial composition on odour in food waste composting

A major problem for composting plants is odour emission. Slow decomposition during prolonged low-pH conditions is a frequent process problem in food waste composting. The aim was to investigate correlations between low pH, odour and microbial composition during food waste composting. Samples from laboratory composting experiments and two large scale composting plants were analysed for odour by olfactometry, as well as physico-chemical and microbial composition. There was large variation in odour, and samples clustered in two groups, one with low odour and high pH (above 6.5), the other with high odour and low pH (below 6.0). The low-odour samples were significantly drier, had lower nitrate and TVOC concentrations and no detectable organic acids. Samples of both groups were dominated by Bacillales or Actinobacteria, organisms which are often indicative of well-functioning composting processes, but the high-odour group DNA sequences were similar to those of anaerobic or facultatively anaerobic species, not to typical thermophilic composting species. High-odour samples also contained Lactobacteria and Clostridia, known to produce odorous substances. A proposed odour reduction strategy is to rapidly overcome the low pH phase, through high initial aeration rates and the use of additives such as recycled compost.