3D打印混凝土的长期性能研究进展

doi:10.11896/cldb.24030165

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Abstract Compared with traditional pouring concrete, 3D printed concrete (3DPC) construction technology has been widely favored in the construction industry in recent years due to the characteristics of green environmental protection and template free construction, which can improve construction efficiency and safety. However, the weak interlayer cold joints, formed during the layer by layer printing process, have high pore content, increasing the interlayer defects, which may lead to frost resistance issues of the 3DPC. At the same time, owing to the unique curing system of high evaporation rate dry environment after printing and deposition, the water loss rate of 3DPC is accelerated, resulting in shrinkage cracks and accelerating the deterioration and cracking of concrete. The above-mentioned issues will inevitably have an impact on the long-term performance of 3DPC serviced in harsh external environments, which has become one of the bottlenecks in the large-scale commercialization of 3DPC buildings. This summary provides a detailed overview of the rheological parameters, printing parameters, curing methods, porosity, and pore connectivity that affect the durability of 3DPC. Because the impact of freeze-thaw damage and early shrinkage cracking performance on 3DPC is more significant in its long-term performance, here focuses on analyzing the evolution process of 3DPC’s freeze-thaw resistance cycle and early shrinkage, providing effective reference for solving durability problems in engineering. Then provides some feasible suggestions and measures to avoid or alleviate the problems faced in practical applications. This work is excepted to promote the rapid development of 3DPC’s application.

Key words： 3D printed concrete rheological characteristics pore structure frost resistance contractility curing mode

Published: 10 July 2025 Online: 2025-07-21

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TU528

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	Articles by authors
	ZHANG Dawang
	XU Xiaoguang
	LI Hui

Cite this article:

ZHANG Dawang,XU Xiaoguang,LI Hui. Research Progress on Long-term Performance of 3D Printed Concrete[J]. Materials Reports, 2025, 39(13): 24030165-13.

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https://www.mater-rep.com/EN/10.11896/cldb.24030165 OR https://www.mater-rep.com/EN/Y2025/V39/I13/24030165

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