院报 ›› 2023, Vol. 40 ›› Issue (2): 131-135.DOI: 10.11988/ckyyb.20210971

• 水工结构与材料 • 上一篇    下一篇

含泥量及成型工艺对疏浚砂水泥基材料力学性能和耐久性的影响

诸裕良1,2, 林明泽1, 陈磊3, 江朝华1, 孙建伟4   

  1. 1.河海大学 疏浚技术教育部工程研究中心,南京 210098;
    2.长江保护与绿色发展研究院, 南京 210098;
    3.南京市长江河道管理处,南京 210011;
    4.南京市江宁区赵村水库管理所,南京 211199
  • 收稿日期:2021-09-14 修回日期:2021-10-30 出版日期:2023-02-01 发布日期:2023-03-07
  • 通讯作者: 江朝华(1972-),女,广西合山人,副教授,博士,从事港航工程疏浚废弃物资源化利用研究。E-mail: chaohuajiang@hhu.edu.cn
  • 作者简介:诸裕良(1965-),男,江苏无锡人,教授,博士,从事港口航道工程研究。E-mail: zhuyl@hhu.edu.cn
  • 基金资助:
    国家自然科学基金长江水科学研究联合基金项目(U2040203);国家重点研发计划项目(2021YFB2600200)

Influences of Mud Content and Molding Techniques on Mechanical Properties and Durability of Cement-based Materials Prepared with Dredged Sand

ZHU Yu-liang1,2, LIN Ming-ze1, CHEN Lei3, JIANG Chao-hua1, SUN Jian-wei4   

  1. 1. Engineering Research Center of Ministry of Education on Dredging Technology, Hohai University, Nanjing 210098, China;
    2. Yangtze Institute for Conservation and Development, Nanjing 210098, China;
    3. Nanjing Yangtze River Management Office, Nanjing 210011, China;
    4. Zhaocun Reservoir Management Office, Nanjing 211199, China
  • Received:2021-09-14 Revised:2021-10-30 Online:2023-02-01 Published:2023-03-07

摘要: 为探索极细疏浚砂资源化利用的有效途径,分别采用振动成型及半干法压制成型方法,以不同含泥量(6.5%~25.8%)的长江下游极细疏浚砂(细度模数0.1~0.3)为主要原料制备水泥基材料替代普通混凝土。研究表明:在振动成型方法下,含泥量的增加对该材料耐久性、力学性能均有不利影响,低含泥量(6.5%)水泥基材料28 d抗压强度和劈裂抗拉强度分别可达35.1 MPa和3.98 MPa,抗冲磨强度和质量损失率分别可达12.5 h/(kg/m2)和8.4%;半干法成型方法下,含泥量的增加对水泥基材料强度增长有利,高含泥量(25.8%)水泥基材料28 d抗压、劈裂抗拉强度分别可达37.0 MPa和4.4 MPa,较振动成型方法下分别提高36.5%和25.7%。此外,以振动成型或半干法成型工艺制备的疏浚砂水泥基材料强度可靠,与普通C30混凝土相比,成本可降低33.0%~40.5%,环境友好,具有显著的生态效益。研究成果对于高效、科学、资源化利用长江下游极细疏浚砂有参考价值。

关键词: 长江疏浚砂, 水泥基材料, 含泥量, 工程性能, 成型工艺

Abstract: To explore an effective way of utilizing fine dredged sand as a replacement of ordinary concrete, cement-based material was prepared by using fine dredged sand with fineness modulus of 0.1-0.3 from the downstream of the Changjiang River as the main raw material. Dredged sand with varied mud content (6.5%-25.8%) was made into cement-based materials by adopting vibration and semi-dry pressing methods, respectively. In the vibration case, the increment of mud content has an adverse impact on the durability and mechanical properties of the tested material. The 28-day compressive strength and splitting tensile strength of cement-based materials with low mud content (6.5%) reached 35.1 MPa and 3.98 MPa, respectively, and the abrasion resistance strength and mass loss rate amounted to 12.5 h/(kg/m2) and 8.4%, respectively. In the semi-dry pressing case, however, the rising of mud content is conducive to the material strength. The 28-day compressive strength and splitting tensile strength of prepared materials with high mud content (25.8%) reached 37.0 MPa and 4.4 MPa, respectively, up by 36.5% and 25.7% respectively compared with those prepared by vibration method. Moreover, preparing cement-based material with vibration or semi-dry pressing molding techniques using dredged sand is environmental-friendly and of notable ecological effect by cutting the costs by 33.0%-40.5% compared with that using ordinary C30 concrete.

Key words: dredged sand from Changjiang River, cement-based materials, mud content, engineering properties, molding techniques

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