长江科学院院报 ›› 2022, Vol. 39 ›› Issue (11): 149-153.DOI: 10.11988/ckyyb.202203882022

• 水工结构与材料 • 上一篇    下一篇

人工砂中的石粉含量对抗冲磨混凝土性能的影响

张岩1, 陈云2, 胡志刚2, 陈雪松2, 翟红涛3   

  1. 1.国能大渡河流域水电开发有限公司,成都 610094;
    2.长江科学院 水利部岩土力学与工程重点实验室,武汉 430010;
    3.长江设计集团有限公司 长江地球物理探测(武汉)有限公司,武汉 430010
  • 收稿日期:2022-04-14 修回日期:2022-06-14 出版日期:2022-11-01 发布日期:2022-11-14
  • 通讯作者: 陈 云(1970-),男,湖北钟祥人,正高级工程师,硕士,主要从事水电工程质量试验检测工作。E-mail:56764018@qq.com
  • 作者简介:张 岩(1981-),男,辽宁锦州人,高级工程师,硕士,主要从事水电工程建设管理工作。E-mail:ddhzhangyan@yahoo.com.cn
  • 基金资助:
    国家自然科学基金项目(51979009);国家自然科学基金重点项目(U21A20158);长江科学院中央级公益性科研院所基本科研业务费项目(CKSF2021484/YT)

Influence of Stone Powder Content in Artificial Sand on Properties of Anti-abrasion Concrete

ZHANG Yan1, CHEN Yun2, HU Zhi-gang2, CHEN Xue-song2, ZHAI Hong-tao3   

  1. 1. Dadu River Basin Hydropower Development Co., Ltd., China Energy Group, Chengdu 610094, China;
    2. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    3. Changjiang Geophysical Exploration & Testing Co.,Ltd.(Wuhan), Changjiang Design Group Co.,Ltd.,Wuhan 430010, China
  • Received:2022-04-14 Revised:2022-06-14 Online:2022-11-01 Published:2022-11-14

摘要: 为了解决双江口水电站泄洪系统工程抗冲耐磨混凝土施工性能差、稠度大、不易排气等问题,以泄洪系统工程C9050抗冲耐磨混凝土配合比设计及试验为基础,针对双江口水电站的原材料体系,开展人工砂中的石粉含量对抗冲耐磨混凝土性能的影响研究。对人工砂8%、10%、12%、14%不同石粉含量对抗冲耐磨混凝土拌和物坍落度和含气量的影响,以及不同石粉含量对混凝土抗压强度、劈拉强度、轴心抗拉强度、极限拉伸值等性能的影响进行研究分析。研究成果表明:人工砂石粉含量在10%左右时,抗冲耐磨混凝土综合性能最优,综合考虑各方面的因素,推荐人工砂石粉含量控制在11%~13%范围内,为后续抗冲耐磨混凝土配合比设计及试验工作奠定了基础,也为双江口水电站人工砂的生产提供了技术指导。

关键词: 人工砂, 石粉含量, 双江口水电站, 抗冲耐磨混凝土, 配合比, 抗冲磨强度, 极限拉伸值

Abstract: The anti-scour and wear-resistant concrete in the flood discharge system project of Shuangjiangkou Hydropower Station is of inferior construction performance and high consistency, and is difficult to exhaust air. On the basis of mix proportion design and test of C9050 anti-scour and wear-resistant concrete in the flood discharge system, the influence of stone powder content in artificial sand on the performance of anti-scour and wear-resistant concrete in the raw material system of Shuangjiangkou Hydropower Station is investigated. The effects of stone powder content (8%, 10%, 12% and 14%) in artificial sand on the slump and air content of anti-scour and wear-resistant concrete mixture were examined, and the impacts of different stone powder content on the compressive strength, splitting tensile strength, axial tensile strength and ultimate tensile value of concrete were scrutinized. Results show that when the content of stone powder is about 10%, the anti-scour and wear-resistant concrete has an optimum comprehensive performance. In consideration of all factors, the content of stone powder is recommended to be controlled in the range of 11%-13%. The research finding lays a foundation for the mix proportion design and test of anti-scour and wear-resistant concrete, and also provides technical guidance for the production of artificial sand in Shuangjiangkou Hydropower Station.

Key words: artificial sand, stone powder content, Shuangjiangkou hydropower station, impact and abrasion resistant concrete, mix proportion, abrasion resistance strength, ultimate tensile value

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