钢结构装配式产品加工工序碳排放研究

张相勇; 陈华周; 李任戈; 李毅; 陈振明; 李静姝; 曹洪涛; 林波荣; 周浩; 黄祖坚

doi:10.3724/j.gyjzG24042902

钢结构装配式产品加工工序碳排放研究

doi: 10.3724/j.gyjzG24042902

1. 中建科工集团有限公司, 北京 100089;
2. 中建钢构工程有限公司, 广东深圳 518118;
3. 清华大学建筑学院, 北京 100084;
4. 华南理工大学亚热带建筑与城市科学全国重点实验室, 广州 510640

基金项目:

中建科工集团有限公司科技研发项目(ZJKG-2022-KT-21)。

详细信息

作者简介:
张相勇,教授级高级工程师,主要从事工程设计及EPC工程管理研究。

通讯作者:
黄祖坚,助理研究员,主要从事建筑碳排放研究,961856202@qq.com。

计量
- 文章访问数: 31
- HTML全文浏览量: 3
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2024-04-29
- 网络出版日期: 2024-09-19

Research on Carbon Emissions of Production Processes in the Production Stage of Steel Structure Prefabricated Products

1. China Construction Science and Industry Co., Ltd., Beijing 100089, China;
2. China Construction Steel Structure Engineering Corp. Ltd., Shenzhen 518118, China;
3. School of Architecture, Tsinghua University, Beijing 100084, China;
4. State Key Laboratory of Subtropical Building and Urban Science, South China University of Technology, Guangzhou 510640, China

摘要

摘要: 钢结构装配式建筑须在工厂预先制作构件,该阶段介于上游粗钢生产和下游建筑现场施工之间,目前缺乏相关碳排放基础性研究。现有研究多基于投入-产出法得出吨钢平均碳排放因子参数,忽视了不同产品之间的差异,且无法呈现碳排放来源。本研究提出基于工序的钢结构装配式产品加工碳排放精细化计测方法,针对钢构件制作主要工序,在天津一家年产16万t钢构件加工工厂,选择代表性机器进行钢结构装配式产品制作阶段加工工序碳排放测试,获得各工序单位加工工作所产生的碳排放参数,并以线性函数拟合功能单元(FU)加工工作量和碳排放关系。分析表明:对于下料、组立、装配、矫正工序,当分别采用切面面积、构件长度、焊缝质量、构件长度作为FU时,所得拟合函数决定系数R²均大于0.9。
- 钢结构建筑 /
- 钢构件 /
- 预制 /
- 功能单元 /
- 耗电 /
- 焊丝 /
- 二氧化碳 /
- 碳排放因子
Abstract: The building components of steel structures are prefabricated in factories. This stage is between the upstream crude steel production and downstream building on-site construction, and it lacks basic research on carbon emissions. Existing studies are mostly based on the input-output method to derive an average carbon emission factor for per ton of steel, which ignores the differences between different steel products and cannot reveal the sources of carbon emissions. This study was carried out at a steel fabrication plant in Tianjin with an annual capacity of 160 000 tons. Representative machines were selected for the main processes of steel components fabrication to test the amount of carbon emissions generated by each process. A linear function was used to fit the relation between the functional unit (FU) processing work and the corresponding carbon emissions. It showed that for the cutting, pre-assembly, assembly, and straightening processes, the coefficients of determination (R²) of the obtained fitting functions were all greater than 0.9 when the area of cut surface, length of component, quality of weld seam, and length of component were used as FU, respectively.
- steel structure building /
- steel component /
- prefabricated /
- functional unit /
- electricity consumption /
- welding wire /
- carbon dioxide /
- carbon emission factor

HTML全文

参考文献(20)

[1]	国务院. 国务院关于印发2030年前碳达峰行动方案的通知[EB/OL]. [2021-10-24 ].http://www.gov.cn/zhengce/content/2021-10/26/content_5644984.htm.
[2]	刘学春,商子轩,张冬洁,等. 装配式多高层钢结构研究要点与现状分析[J].工业建筑,2018,48(5):1-10.
[3]	王国安,刘伟. 装配式轻型住宅集成建筑体系研究[J].工业建筑,2020,50(9):192.
[4]	《建筑》杂志社. 装配式建筑风正劲足发展加速[J].建筑,2022(10):14-17.
[5]	世界钢铁协会. 2022年世界钢铁统计数据[EB/OL]. [2022-01-12 ].https://worldsteel.org/zh-hans/steel-by-topic/statistics/world-steel-in-figures.
[6]	岳清瑞. 钢结构与可持续发展[J]. 建筑,2021(13):20-21,23.
[7]	尚春静,储成龙,张智慧. 不同结构建筑生命周期的碳排放比较[J]. 建筑科学,2011,27(12):66-70 ,95.
[8]	LI H, LUO Z, XU X, et al. Assessing the embodied carbon reduction potential of straw bale rural houses by hybrid life cycle assessment: a four-case study [J]. Journal of Cleaner Production, 2021,303,127002.
[9]	GONG X, NIE Z, WANG Z, et al. Life cycle energy consumption and carbon dioxide emission of residential building designs in Beijing [J]. Journal of Industrial Ecology, 2012,16(4): 576-587.
[10]	SU X, ZHANG X, GAO J. Inventory analysis of LCA on steel- and concrete-construction office buildings [J]. Energy and Buildings, 2008,40(7): 1188-1193.
[11]	ROSSI B, MARIQUE A F, REITER S. Life-cycle assessment of residential building in three different european locations, case study [J]. Building and Environment, 2012,51(5):402-407.
[12]	SUZUKI M, OKA T, OKADA K. The estimation of energy consumption and CO₂ emission due to housing construction in Japan [J]. Energy and Buildings, 1995,22(2): 165-169.
[13]	VITALE P, SPAGNUOLO A, LUBRITTO C, et al. Environmental performances of residential buildings with a structure in cold formed steel or reinforced concrete [J]. Journal of Cleaner Production, 2018,189: 839-852.
[14]	JONSSON A, BJORKLUND T, TILLMAN A M. LCA of concrete and steel building frames [J]. The International Journal of Life Cycle Assessment, 1998(3): 216-224.
[15]	GUGGEMOS A A, HORVATH A. Comparison of environmental effects of steel- and concrete-framed buildings [J]. Journal of Infrastructure Systems, 2005,11(2):93-101.
[16]	COLE R J. Energy and greenhouse gas emissions associated with the construction of alternative structural systems [J]. Building and Environment, 1998,34(3): 335-348.
[17]	高春艳,牛建广,王斐然. 钢材生产阶段碳排放核算方法和碳排放因子研究综述[J]. 当代经济管理,2021,43(8):33-38.
[18]	黄祖坚,周浩,余娟,等.基于工序的装配式钢结构楼板施工碳排放研究[J].工业建筑,2024,54(1):147-155.
[19]	陈华周,张相勇,李任戈,等. 钢结构建筑装配式产品制作阶段碳排放研究[C]//2022年工业建筑学术交流会论文集(下册).2022:226-233,225.
[20]	天津市生态环境局. 天津市低碳(近零碳排放)示范建设实施方案编制指南(试行)[EB/OL]. [2021-10-26].https://sthj.tj.gov.cn/ZWXX808/TZGG6419/202111/t20211104_5678425.html.