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Concrete serves as one of the primary engineering materials for building construction and infrastructure development. Concrete pipeline pumping represents a critical link in civil construction. In light of the carbon peaking and carbon neutrality goals, as well as the ongoing transition towards intelligent construction, concrete pipeline pumping encounters novel challenges. This article systematically analyzed both engineering practices and research endeavors pertaining to concrete pipeline pumping. According to the development trends of concrete materials, pipeline pumping equipment, and technologies, the article summarized the challenges faced by concrete pipeline pumping. Furthermore, the article offers four strategic development suggestions, including enhancing theoretical research into concrete rheology, expediting research developments on pumping technology of new concrete material, encouraging innovations of disruptive pipeline pumping technology, and promoting the integration of concrete pumping and smart construction technologies.
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混凝土是房屋建筑与基础设施的主要工程材料。混凝土管道泵送是土建施工的重要环节。在“碳达峰、碳中和”目标和智能建造转型的背景下，混凝土管道泵送面临新的挑战。文章系统分析混凝土管道泵送的工程实践与研究现状，结合混凝土材料、管道泵送装备和技术等方面的发展趋势，归纳总结了混凝土管道泵送面临的挑战，提出了加强混凝土流变基础理论研究、加快新型混凝土材料泵送工艺研究、鼓励颠覆性管道泵送技术研发和推进混凝土管道泵送与智慧工地融合4方面的发展建议。
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史才军，湖南大学首席教授。亚洲混凝土联合会主席。国家级高层次人才。国内外多个科技期刊主编、副主编和编委。主要从事水泥基材料和混凝土材料的设计和测试研究。出版专著12部，发表论文610余篇，参编国际会议英文论文集11部。授权中国发明专利50余件，美国发明专利4件。电子信箱：cshi@hnu.edu.cn。 |
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史才军，湖南大学首席教授。亚洲混凝土联合会主席。国家级高层次人才。国内外多个科技期刊主编、副主编和编委。主要从事水泥基材料和混凝土材料的设计和测试研究。出版专著12部，发表论文610余篇，参编国际会议英文论文集11部。授权中国发明专利50余件，美国发明专利4件。电子信箱：cshi@hnu.edu.cn。
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史才军，湖南大学首席教授。亚洲混凝土联合会主席。国家级高层次人才。国内外多个科技期刊主编、副主编和编委。主要从事水泥基材料和混凝土材料的设计和测试研究。出版专著12部，发表论文610余篇，参编国际会议英文论文集11部。授权中国发明专利50余件，美国发明专利4件。电子信箱：cshi@hnu.edu.cn。
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Full-scale concrete coil pumping experiment platform, figureFileSmall=9me1h4IELKQDjBaFmqKJaw==, figureFileBig=faog2s6Zcpk7Mmn6ZSIiHQ==, tableContent=null), ArticleFig(id=1242113496301764664, tenantId=1146029695717560320, journalId=1146032081894723586, articleId=1156999962706923971, language=CN, label=图1, caption=
混凝土足尺盘管试验平台, figureFileSmall=9me1h4IELKQDjBaFmqKJaw==, figureFileBig=faog2s6Zcpk7Mmn6ZSIiHQ==, tableContent=null), ArticleFig(id=1242113496452759609, tenantId=1146029695717560320, journalId=1146032081894723586, articleId=1156999962706923971, language=EN, label=Fig. 2, caption=
Recommended rheology for concrete, figureFileSmall=fZaEE4Gkep7Y69Dq9YvNVA==, figureFileBig=RiQhP3xOjW2Jwubekp8wpw==, tableContent=null), ArticleFig(id=1242113496507285562, tenantId=1146029695717560320, journalId=1146032081894723586, articleId=1156999962706923971, language=CN, label=图2, caption=
混凝土流变性能推荐范围, figureFileSmall=fZaEE4Gkep7Y69Dq9YvNVA==, figureFileBig=RiQhP3xOjW2Jwubekp8wpw==, tableContent=null), ArticleFig(id=1242113496561811515, tenantId=1146029695717560320, journalId=1146032081894723586, articleId=1156999962706923971, language=EN, label=Table 1, caption=
Prediction accuracy of different pumping pressure prediction models for horizontal concrete pumping experiment with water-cement ratio between 0.21 and 0.46
, figureFileSmall=null, figureFileBig=null, tableContent=
| 预测模型 | 类型 | 特点 | 预测精度
平均值/% |
| JGJ/T 10—2011规范 | 经验法 | 中国泵送混凝土行业规范 | 58 |
| Kaplan模型[5] | 解析法 | 线性公式；引入润滑层黏度系数 | 73 |
| Kwon模型[4] | 解析法 | 线性公式；假设润滑层厚度为3 mm | 61 |
| 非线性模型[10] | 解析法和经验法结合 | 非线性公式；考虑泵送中材料流变性能变化的影响 | 86 |
), ArticleFig(id=1242113496637308988, tenantId=1146029695717560320, journalId=1146032081894723586, articleId=1156999962706923971, language=CN, label=表1, caption=
不同泵压预测模型对水胶比为0.21~0.46的混凝土水平盘管泵压试验的预测精度
, figureFileSmall=null, figureFileBig=null, tableContent=
| 预测模型 | 类型 | 特点 | 预测精度
平均值/% |
| JGJ/T 10—2011规范 | 经验法 | 中国泵送混凝土行业规范 | 58 |
| Kaplan模型[5] | 解析法 | 线性公式；引入润滑层黏度系数 | 73 |
| Kwon模型[4] | 解析法 | 线性公式；假设润滑层厚度为3 mm | 61 |
| 非线性模型[10] | 解析法和经验法结合 | 非线性公式；考虑泵送中材料流变性能变化的影响 | 86 |
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