共查询到18条相似文献,搜索用时 437 毫秒
1.
为评估车用钛酸锂(LTO)电池对能源、环境与资源的影响,构建了包括重制与二次使用阶段在内的车用锂电池全生命周期评价模型,以某款国产纯电动客车用钛酸锂电池包为评价对象,计算得出每kW·h钛酸锂电池全生命周期的总能量消耗(CED)、全球变暖潜值(GWP)和不可再生矿产资源耗竭潜值(ADP(e))分别为2.80×104MJ、1.86×103kg CO2eq.以及4.77×10-3kg Sbeq.其全生命周期CED与GWP主要与两个使用阶段中由电池充放电效率引起的能量损耗相关,生产阶段GWP主要来源于正负极材料、铝制材料和N-甲基吡咯烷酮.基于全生命周期存储-释放每MJ能量的视角,发现二次使用可显著降低电池全生命周期GWP;与已有研究中其他锂电池对比可知LTO电池生产阶段GWP最低. 相似文献
2.
为了了解镍氢电池和锂离子电池在生产、使用、废弃或回收过程中的环境影响,建立了一种简单快速的二次电池环境影响机制分析方法。通过生命周期评价(LCA)方法,采用Eco-indicator99体系,综合考虑电池循环容量衰减和循环次数的影响,建立了二次电池环境影响机制分析模型,并运用此模型对两种实验用二次电池(镍氢电池和锂离子电池)的环境影响机制进行了研究。结果表明:1)在所选取的两种二次电池当中,锂离子(Li-ion)电池的环境影响明显比镍氢(Ni-MH)电池的低;2)随着循环次数的增加Li-ion电池环境影响衰减比Ni-MH电池的明显,即随着使用循环次数的增加,Li-ion电池对环境的影响会降低到更多。综合来说,所选取的Li-ion电池比Ni-MH电池更具环境可持续性。文中所提出的环境影响机制分析模型同样可以应用于其他二次电池,以期为环境友好型二次电池的开发提供帮助。 相似文献
3.
本研究应用生命周期评价方法,依据ISO 14040和ISO 14044等国际标准,通过中国某汽车生产企业的实地调研,核算了汽油发动机的累积能源需求(CED)、全球增温潜势(GWP 100 a)、酸化潜势(AP)、光化学氧化剂形成潜势(POCP)和富营养化潜势(EP)这5个方面的环境影响.结果表明,各类型的环境影响指标中,均是使用阶段的贡献最大,占贡献总量的48%~94%;其次是原材料的获取阶段,原材料的获取阶段对于AP与EP的贡献大于44%,而对于其他类别的环境影响的贡献在9%~27%之间;生产阶段对各种环境影响的贡献小于8%.本研究辨识了汽油发动机全生命周期重大环境影响过程和关键贡献因素,为绿色发动机的设计研发及政府政策的制定提供决策支持. 相似文献
4.
针对透水混凝土抗压强度尺寸效应问题,开展透水混凝土抗压强度尺寸效应的细观数值模拟研究.假定混凝土是由骨料、砂浆及孔隙组成,采用Monte Carlo法将孔隙与骨料颗粒随机投放在砂浆基质中,建立透水混凝土试件的细观非均质力学模型,开展透水混凝土试件压缩数值实验.研究结果表明:随着混凝土试件尺寸的增加,透水混凝土的抗压强度降低,存在尺寸效应现象;由于透水混凝土材料高度的非均匀性,其尺寸效应现象比普通混凝土明显. 相似文献
5.
6.
在系统测试不同粒级黏土砖再生骨料表观密度、堆积密度、1h吸水率、孔隙率、空隙率等物理性质变化规律的基础上,测试黏土砖再生骨料混凝土抗压强度和砂浆抗折强度、折压比随龄期的变化,通过对3组不同水泥用量黏土砖再生骨料混凝土和陶粒混凝土不同龄期抗压强度的比较,得出因黏土砖再生骨料物理和低强度特性,与可比较的陶粒混凝土相比,其混凝土表观密度大,抗压强度低,黏土砖再生骨料低强度特性在高水泥用量或后龄期时对混凝土强度的不利影响更明显。 相似文献
7.
为了促进活性氧化铝在矿井水除氟工艺中的有效应用,分析了活性氧化铝粒径、pH、吸附时间、填充量、流速和再生次数对除氟性能的影响。结果表明:对于1~2 mm,2~3 mm、3~5 mm三种粒径的活性氧化铝,粒径1~2 mm的活性氧化铝除氟率最高,可以达到85%;选用1~2 mm活性氧化铝进行连续吸附试验,在pH 5~6的条件下,除氟率达到最大值88%;除氟率随吸附时间的延长而呈下降趋势,当吸附时间达到48 h后,除氟率下降显著;填充量的提高可以在较长吸附时间内保持较高的除氟效果,而滤速的提高会导致除氟率的下降;活性氧化铝的除氟能力会随着再生次数的增加而降低,经过5次再生后连续吸附60 h的除氟率相比未再生的活性氧化铝下降5%。 相似文献
8.
采用生命周期评价(LCA)法研究了纸塑铝复合包装的全生命周期环境影响,并在处置阶段对不同处置方式的环境影响进行评价. 通过现场和资料调研的方式,获得所有生命周期阶段能量物质的输入/输出和环境外排数据. 结果表明:纸塑铝复合包装生命周期阶段中环境影响比重最大的是原料获取阶段,占75%以上. 纸塑铝复合包装的全生命周期环境影响主要集中在化石燃料、土地占用和无机物对人体损害3个方面,在矿产资源、气候变化、酸化富营养化和生态毒性方面影响稍小. 3种处置方式对环境影响由大到小依次为填埋>焚烧>再生,其中填埋和焚烧处置分别比纸塑铝复合包装处置阶段前的环境影响增加11%和7%,再生可降低23%,而进一步降低环境影响的方式为发展铝塑分离技术. 相似文献
9.
10.
采用脉冲式SBR法,对城市污水进行了深度脱氮试验研究.从理论上分析了进水次数和进水量对脉冲式SBR工艺运行特性的影响,得出了脱氮效率公式,并通过试验研究了这些因素对工艺运行的实际影响.理论分析表明,在不投加外碳源的情况下,随着进水次数的增加,脱氮效率依次增加.根据进水C/N的高低,进水方式可分为不等量递增进水、等量进水和不等量递减进水.试验表明,当原水中有机碳源充足时,不等量递减的进水方式相对于等量的进水方式投加较少的外碳源就能实现深度脱氮;随着进水次数的增加,外碳源的投量依次减少,但操作变得复杂,对于普通的城市污水建议采用3次等量的进水方式.采用脉冲式SBR只需投加少量外碳源就可以使处理后的城市污水出水TN低于2mg/L,TN平均去除率达到97.3%. 相似文献
11.
This study presents the use of industrial wastewater released from polyvinyl acetate resin manufacturing plant to totally replace the fresh water in concrete composites. Seventy-two laboratory prepared concrete composites were tested to investigate the effect of using various PVAW/C ratios of 0.30, 0.35, 0.40, and 0.45 on the slump, compressive strength, flexural strength, and dry density of the concrete mixes. Results indicated a slight to moderate increase in compressive strength and hard density values compared to those of the control concrete made with fresh water at 7 and 28 day curing. On the contrary, a reduction in the slump values of the PVAW–concrete was observed compared to the slump of the control mixes. However, the slump values increased with increasing the PVAW/C ratios. On the other hand, the waste material leaching test revealed that none of the PVAW toxic constituents was detected. The findings of this work would form basic information for recycling PVAW in concrete mixes and indicate a potential alternative for diminution the adverse effects on the environment posed by the hazardous effluent of the polyvinyl acetate resin industry. 相似文献
12.
13.
An increasing trend towards the use of sustainable processes has led to recycled materials being incorporated into concrete. It is generally recognised that crushed recycled construction aggregate material produces concrete of a lower compressive strength, when used as an aggregate replacement due to deleterious materials within the aggregate.It is generally accepted that in the UK, freeze/thaw attack is, after chloride-induced corrosion, the most common cause of concrete deterioration. This paper addresses the freeze/thaw durability of recycled aggregate concrete using a paired comparison test based upon weight loss and final compressive strength.Recycled aggregate concrete was found to be of at least equal durability to concrete manufactured with virgin aggregates. This was due to careful selection of the replacement aggregate and treatment prior to batching.Durability is an important material property and recycled aggregates need to be widely tested to gain confidence for use within the industry and this work shows future possibilities. 相似文献
14.
Fernando Pelisser Nilomar Zavarise Tiago Arent Longo Adriano Michael Bernardin 《Journal of Cleaner Production》2011,19(6-7):757-763
The present work deals with the investigation of the potential use of recycled tire rubbers in cement matrices. This facilitates the development of concrete with a lesser environmental impact. Thus, it contributes to developing construction in a sustainable way. Concrete formulations were produced with the replacement of 10% sand aggregate by recycled tire rubber using conventional rubber and rubber modified with alkaline activation and silica fume addition to improve the mechanical properties. The water/cement ratio (or composition) and the testing age were used as additional variables. The concrete characterization was performed by testing the compressive strength, elastic modulus, density and microstructure (SEM). The recycled tire rubber proved to be an excellent aggregate to use in the concrete. It was observed that its compressive strength was reduced by only 14% (28 days), in comparison to the conventional concrete, reaching 48 MPa for the mixture with higher resistance. The concrete compositions were found to be lighter and a reduced interface was observed between the rubber and cement matrix after the chemical treatment. The rubberized concrete can support construction sustainability, minimize the consumption of natural resources by using an industrial residue and produce a material with special features. 相似文献
15.
Recycling and reuse of waste such as building rubble, concrete lumps, etc. generated at construction and demolition sites form part of a wider, complex issue, primarily relating to improving supplies of construction material and solving problems of disposal of waste construction material. Within the framework of the sustainable development of the environment, the use of waste materials with minimum environmental impact has received much attention. The conversion of a large amount of demolished waste into an alternative resource will conserve the depleting natural resources of building materials. Demolished waste is mainly used as a non-stabilized base or sub-base in highway construction. The present paper discusses the recycling process and makes an effort to assess a safe and economic use of recycled concrete as a structural grade material for the construction industry. Extensive tests of structural properties such as compressive strength, flexural strength and split tensile strength of recycled concrete were carried out, in which cement and similarly fine aggregate were partially replaced by demolished waste to obtain recycled concrete and recycled aggregate concrete whose properties were compared with results for the conventional concrete. 相似文献
16.
17.
采用正交设计方法设计试验,从而配置再生骨料透水性混凝土。以再生骨料透水性混凝土的抗压强度、透水系数、孔隙率为主要考核指标,分别研究了水灰比、骨灰比、砂率、再生骨料粒径等因素及其不同的水平对再生骨料透水性混凝土各性能指标的影响。并对各考核指标的主要影响因素进一步细分,结果表明,再生骨料透水性混凝土的透水系数和孔隙率的主要影响因素是水灰比;抗压强度的主要影响因素是骨灰比。水灰比的变化与透水系数和孔隙率之间呈现相同的规律,都出现先上升后下降的趋势;骨灰比的变化与抗压强度之间呈现线性下降的趋势。当水灰比介于0.37~0.43之间,骨灰比介于4.0~4.5之间时,混凝土拌和物和易性较好,混凝土的强度较高,透水性较好。 相似文献