A life cycle assessment study of pre-stressed concrete poles in Thailand

被引:6
|
作者
Phrommarat, Bhanupong [1 ]
Arromdee, Porametr [2 ]
机构
[1] Silpakorn Univ, Fac Sci, Dept Environm Sci, Nakhon Pathom, Thailand
[2] Silpakorn Univ, Fac Engn & Ind Technol, Dept Mech Engn, LACTES, Nakhon Pathom, Thailand
关键词
Life cycle assessment; environmental planning; impact assessment; sustainability; pre-stressed concrete poles; UTILITY POLES; CO2; EMISSIONS; STEEL;
D O I
10.1080/15623599.2019.1683438
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent years, global societies are increasingly concerning about environmental quality and seeking ways to mitigate environmental impacts. As such, the complete environmental profile of products is required to make the products more environmentally friendly. This study undertook a cradle-to-grave life cycle assessment (LCA) of pre-stressed concrete pole production to identify the environmental impacts from these production processes. The methodology used in this case study of a concrete pole manufacturer in Thailand was based on the environmental aspects and the impacts of processes, guided by ISO 14040:2006 and ISO 14044:2006 frameworks, before comparing the results with those for other types of utility poles in other studies. The results showed that the most significant impact of the pre-stressed concrete pole in this case study, when comparing life cycle stages, originated from transportation. After transportation, raw materials, particularly cement and steel, played important roles in contributing the most to environmental impacts. Other phases, such as installation, in-plant processing, and disposal, showed a rather limited impact in the overall results. The current study is the primary stage of a life cycle assessment (LCA) study on utility poles in Thailand. It could be beneficial in supplementing information on the environmental impacts of utility poles.
引用
收藏
页码:1053 / 1064
页数:12
相关论文
共 50 条
  • [31] Research and Application of Pre-stressed Concrete Composite Slabs
    Zhang, Jingshu
    Nie, Huanhuan
    Yang, Yuanlong
    Yao, Yuan
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 131 - 139
  • [32] Nonlinear shear strength of pre-stressed concrete beams
    Rahai, Alireza
    Shokoohfar, A.
    STRUCTURAL ENGINEERING AND MECHANICS, 2012, 41 (04) : 441 - 458
  • [33] PC(Pre-stressed Concrete)板的制造
    陈尚棠
    佛山陶瓷, 1996, (01) : 51 - 53+56
  • [34] Structural loading tests of pre-cast, pre-stressed, tapered concrete poles and frames with steel cross-arms
    Durden, Harry
    Mayo, David
    Ostendorp, Mark
    Structures Congress - Proceedings, : 995 - 998
  • [36] Structural failures and corrosion of reinforcements in reinforced concrete and pre-stressed concrete
    Pedeferri, Pietro
    METALLURGIA ITALIANA, 2018, (10): : 55 - 72
  • [37] Assessment of Pre-Stress Losses in Instrumented Pre-Stressed Concrete Beams Using Stochastic Analysis
    Rao, K. Balaji
    Anoop, M. B.
    Sreeshylam, P.
    Sridhar, S.
    Kesavan, K.
    Ravisankar, K.
    STRAIN, 2011, 47 : E175 - E188
  • [38] Study on Flexural Behavior of Pre-stressed Concrete Hollow Slabs Strengthen with CFRP
    Wang, Bo
    Han, Juan
    ADVANCED RESEARCH IN MATERIAL SCIENCE AND MECHANICAL ENGINEERING, PTS 1 AND 2, 2014, 446-447 : 1413 - 1416
  • [39] Application of acoustic emission for damage classification and assessment of corrosion in pre-stressed concrete pipes
    Goldaran, Reza
    Turer, Ahmet
    MEASUREMENT, 2020, 160
  • [40] Study on behaviors and application of pre-stressed concrete hollow core laminated slab
    Zhao, Cheng-Wen
    Chen, Hong-Liang
    Gao, Lian-Yu
    Li, Yong
    Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2005, 21 (04): : 297 - 301