Wang Kai, Hu Xianhu, Yuan Yingjie, Lian Feng, Zhong Mingchen, Meng Kun
College of Transportation, Shandong University of Science and Technology, Qingdao 266590, China.
Qingdao Greensail Recycled Building Materials Co., Ltd., Qingdao 266043, China.
Materials (Basel). 2024 Oct 15;17(20):5038. doi: 10.3390/ma17205038.
This article studies the practical road performance of recycled materials from construction waste, relying on the paving test section of the supporting project for the Qingdao Cross-Sea Bridge. The research focuses on the construction technology and road performance of using recycled construction waste materials in urban road sub-base construction. Through indoor tests such as sieving and unconfined compressive strength tests, relevant technical indicators were obtained and analyzed. Additionally, periodic core sampling, compaction tests, and rebound deflection tests were conducted on-site according to relevant standards to thoroughly investigate the specific effects of using construction waste in practice and to analyze and evaluate the actual feasibility of the materials for road use. The results indicate that the particle gradation of the construction mix in the test section aligns well with the target gradation, and the dosage of the mixing agent meets the design requirements. The 7-day unconfined compressive strength already satisfied the technical requirements for heavy and extremely heavy traffic on highways as specified in the "Technical Specifications for Construction of Highway Pavement Subbase" (JTG/T F20-2015), with the 14-day strength generally reaching 7 MPa. Core sampling revealed good aggregate gradation, smooth and straight profiles, and the thickness and strength of all parts meet the specifications. The compaction levels met the testing requirements, the surface deflection values showed a decreasing trend, and the deformation resistance was good, consistent with the general development patterns of semi-rigid sub-bases.
本文依托青岛跨海大桥配套工程的摊铺试验段,研究建筑废弃物再生材料的实际路用性能。研究重点在于城市道路底基层施工中使用建筑废弃物再生材料的施工技术和路用性能。通过筛分和无侧限抗压强度试验等室内试验,获取并分析了相关技术指标。此外,根据相关标准在现场进行了定期的芯样取样、压实度试验和回弹弯沉试验,以深入研究在实际中使用建筑废弃物的具体效果,并分析和评估材料用于道路的实际可行性。结果表明,试验段施工混合料的颗粒级配与目标级配吻合良好,掺和剂用量满足设计要求。7天无侧限抗压强度已满足《公路路面基层施工技术细则》(JTG/T F20—2015)中对高速公路重交通及特重交通的技术要求,14天强度一般达到7MPa。芯样取样显示集料级配良好,轮廓平整顺直,各部位厚度和强度均符合规范要求。压实度满足检测要求,表面弯沉值呈下降趋势,抗变形能力良好,符合半刚性基层的一般发展规律。