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高强珊瑚砂灌浆材料制备与早期膨胀性能研究
作者:
作者单位:

1.中冶建筑研究总院有限公司;2.东北农业大学 水利与土木工程学院;3.北京科技大学 城镇化与城市安全研究院

基金项目:

国家重点研发计划青年科学家项目（2023YFB3711800）；国家自然科学基金资助项目（52178263）；中国五矿集团有限公司青年科技基金项目（2024QNJJB14）；中冶集团“181计划”重大研发项目（CBN2022Kt01）


Study on Preparation and Early-age Expansion Properties of High Strength Coral Sand Cementitious Grouting Material
Author:
Affiliation:

1.Central Research Institute of Building and Construction,MCC Group Co,Ltd Beijing;2.School of Water Conservancy and Civil Engineering，Northeast Agricultural University;3.Research Institute of Urbanization and City Safety, University of Science and Technology Beijing, Beijing

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    摘要:

    为提高珊瑚骨料水泥基材料性能，特研究制备高强珊瑚砂灌浆材料.试验研究了珊瑚砂最大粒径、水胶比及微珠掺量对其性能的影响，并研究了早强剂、塑性及硬化后膨胀剂对其48h内竖向膨胀率（εv）全曲线的影响.结果表明：灌浆材料的强度随最大粒径减小而先增后降，超早期缓凝现象较明显；早强剂与塑性膨胀剂的组合可实现超早期εv的可控发展。在本研究范围内，珊瑚砂最大粒径1.25mm、水胶比0.24、微珠掺量30%，早强剂、塑性膨胀剂、HP-CSA膨胀剂掺量1%、0.06%、4%时，灌浆材料性能表现相对最优.

    Abstract:

    To improve the performance of coral aggregate cementitious grouting material, specially researching and preparing high-strength coral aggregate cementitious grouting. The effects of maximum grain size of coral sand, water-binder ratio and admixture content on the properties of coral sand cementitious grouting material were investigated. The effects of early strength agent, plastic expansion agent and post-hardening expansion agent on the vertical expansion rate curve(εv) in 48 hours were further studied. The results show that the strength of grouting material increases first and then decreases with the decrease of the maximum grain size, and the super-early retarding phenomenon is obvious. The combination of early strength agent and plastic expansion agent could realize the controllable development of εv in the super early stage. Within the scope of this study, when the maximum particle size of coral sand is 1.25mm, the water-binder ratio is 0.24, the content of ultrafine fly ash is 30%, and the content of early strength agent, plastic expansion agent and the expansion agent of HP-CSA is 1%, 0.06% and 4%, the performance of coral sand cementitious grouting material is relatively good.

    参考文献
    [1] 中华人民共和国自然资源部. 关于促进海洋经济高质量发展的实施意见[EB/OL]. (2018-07-27)[2025-02-09]. https://www.gov.cn/zhengce/zhengceku/2018-12/31/content_5440037.htm.
    Ministry of Natural Resources of the People''s Republic of China. Implementation opinions of the Ministry of Natural Resources and the Industrial and Commercial Bank of China on promoting high-quality development of marine economy[EB/OL]. (2018-07-27)[2025-02-09]. https://www.gov.cn/zhengce/zhengceku/2018-12/31/content_5440037.htm. (in Chinese)
    [3] [2] 中华人民共和国国民经济和社会发展第十四个五年规划和2035年远景目标纲要[N]. 人民日报, 2021-03-13(001).
    The outline of the 14th Five-Year Plan (2021-2025) for national economic and social development and vision 2035 of the People''s Republic of China[N]. The People''s Daily, 2021-03-13(001). (in Chinese)
    [5] [3] 徐萍. 新时代中国海洋维权理念与实践[J]. 国际问题研究, 2020, (06): 1-22+137.
    XU Ping. The concept and practice of China’s maritime rights protection in the new era[J]. International Studies, 2020, (06): 1-22+137. (in Chinese)
    [7] [4] 郅晓, 蹇守卫, 孙诗兵, 等. 岛礁工程用功能材料关键制备技术研究与应用[J]. 建设科技, 2021, (13): 133-135+139.
    ZHI Xiao, JIAN Shouwei, SUN Shibing, et al. Research and application of key preparation technology of functional materials for island and reef engineering[J]. Construction Science and Technology, 2021, (13): 133-135+139. (in Chinese)
    [9] [5] 糜人杰, 余红发, 麻海燕, 等. 全珊瑚骨料海水混凝土力学性能试验研究[J]. 海洋工程, 2016, 34(4): 47-54.
    MI Renjie, YU Hongfa, MA Haiyan, et al. Study on the mechanical property of coral concrete [J]. The Ocean Engineering, 2016, 34 (4): 47-54. (in Chinese)
    [11] [6] 王磊, 毛亚东, 陈爽, 等. GFRP筋与珊瑚混凝土黏结性能的试验研究[J]. 建筑材料学报, 2018, 21(2): 286-292.
    WANG Lei, MAO Yadong, CHEN Shuang, et al. Experimental research on bond performance between GFRP bars and the coral concrete[J]. Journal of Building Materials, 2018, 21(2): 286-292. (in Chinese)
    [13] [7] 陈宇良, 包尔康, 何钦, 等. 珊瑚海水海砂混凝土压-剪复合力学性能[J/OL]. 复合材料学报, 1-10[2025-02-08].
    CHEN Yuliang, BAO Erkang, HE Qin, et al. Compressive-shear composite mechanical properties of coral seawater sea sand concrete[J/OL]. Acta Materiae Compositae Sinica, 1-10[2025-02-08]. (in Chinese)
    [15] [8] 刁益彤, 麻海燕, 余红发, 等. 珊瑚混凝土骨料-净浆界面区强度[J]. 建筑材料学报, 2021, 24(3): 516-524.
    DIAO Yitong, MA Haiyan, YU Hongfa, et al. Strength of aggregate-paste interface transition zone of coral concrete[J]. Journal of Building Materials, 2021, 24(3): 516-524. (in Chinese)
    [17] [9] 吴家文, 马林建, 孔新立, 等. 冲击荷载下全珊瑚混凝土动力特性[J]. 建筑材料学报, 2020, 23(3): 581-588.
    WU Jiawen, MA Linjian, KONG Xinli, et al. Dynamic characteristics of coral concrete under impact load[J]. Journal of Building Materials, 2020, 23(3): 581-588. (in Chinese)
    [19] [10] KISHORE K , PANDEY A , ABED A S. Coral concrete: Overview, composition and its behavior in environment[J]. Materials Science Forum, 2023, 1085: 55-65.
    [20] [11] 李林, 赵艳林, 吕海波, 等. 珊瑚骨料混凝土力学性能的影响因素研究[J]. 福建建材, 2011(1): 10-11.
    LI Lin, ZHAO Yanlin, LV Haibo, et al. Coral aggregate concrete mechanical properties factors affecting[J]. Fujian Building Materials, 2011(1): 10-11. (in Chinese)
    [22] [12] 韩宇栋, 紫民, 岳清瑞, 等. 一种海水珊瑚骨料混凝土: CN105936593A[P]. 2016-04-28.
    HAN Yudong, ZI Min, YUE Qingrui, et al. A coral aggregate concrete with seawater: CN105936593A[P]. 2016-04-28. (in Chinese)
    [24] [13] CHENG S K, SHUI Z H, SUN T, et al. Effects of fly ash, blast furnace slag and metakaolin on mechanical properties and durability of coral sand concrete[J]. Applied Clay Science, 2017, 141: 111-117.
    [25] [14] CHENG S K, SHUI Z H, SUN T, et al. Durability and microstructure of coral sand concrete incorporating supplementary cementitious materials[J]. Construction and Building Materials, 2018, 171: 44-53.
    [26] [15] WANG C, SUN L, ZHANG C W, et al. Experimental study on the mechanical properties and uniaxial compressive constitutive relationship of sea sand coral concrete[J].Journal of Building Engineering, 2024, 87: 109062.
    [27] [16] 鲍文博, 张昊斌, 吕晨曦, 等. 海水拌制珊瑚礁砂混凝土制备及基本力学性能[J]. 沈阳工业大学学报, 2022, 44(03): 349-354.
    BAO Wenbo, ZHANG Haobin, LV Chenxi, et al. Preparation and basic mechanical properties of coral reef sand concrete obtained by sea water mixing[J]. Journal of Shenyang University of Technology, 2022, 44(03): 349-354. (in Chinese)
    [29] [17] 王振波, 刘伟康, 韩宇栋, 等. 实现高强度海水珊瑚骨料混凝土的配合比设计[J]. 工业建筑, 2021, 51(06): 181-185.
    WANG Zhenbo, LIU Weikang, HAN Yudong, et al. Mix proportion design of high-strength seawater coral aggregate concrete[J]. Industrial Construction, 2021, 51(06): 181-185. (in Chinese)
    [31] [18] 郭超. 南海岛礁珊瑚集料混凝土工程性能研究[D]. 南京: 东南大学, 2017.
    GUO Chao. Study on engineering properties of coral aggregate concrete in south China sea[D]. Nanjing: Southeast University, 2017. (in Chinese)
    [33] [19] 孙宗勋. 南沙群岛珊瑚砂工程性质研究[J]. 热带海洋, 2000(2): 1-8.
    SUN Zongxun. Engineering properties of coral sands in nansha islands[J]. Journal of Tropical Oceanography, 2000(2): 1-8. (in Chinese)
    [35] [20] QIN Q L, MENG Q S, GAN M G, et al. Deterioration mechanism of coral reef sand concrete under scouring and abrasion environment and its performance modulation[J]. Construction and Building Materials, 2023, 408: 133607.
    [36] [21] 韩宇栋, 谢月, 岳清瑞, 等. 水泥基灌浆材料应用研究评述[J]. 工业建筑, 2024, 54(1): 31-45.
    HAN Yudong, XIE Yue, YUE Qingrui, et al. A review on applications of cementitious grouting materials[J]. Industrial Construction, 2024, 54(1): 31-45. (in Chinese)
    [38] [22] 孙小巍, 刘星靖, 杨海明, 等. 低温条件下硅酸盐水泥基钢筋连接用套筒灌浆料试验研究[J]. 混凝土, 2021(2): 146-150.
    SUN Xiaowei, LIU Xingjing, Yang Haiming, et al. Experimental study on cementitious grout for sleeve of rebar splicing based on Portland cement at low temperature[J]. Concrete, 2021(2): 146-150. (in Chinese)
    [40] [23] 李崇智, 王坤, 王琬怡, 等. 高性能水泥基灌浆料的制备及性能研究[J]. 材料导报, 2023, 37(S2): 235-239.
    LI Chongzhi, WANG Kun, WANG Wanyi, et al. Study on preparation and properties of high performance cement-based grout[J]. Materials Reports, 2023, 37(S2): 235-239. (in Chinese)
    [42] [24] 谢月, 韩宇栋, 彭博, 等. 水泥基灌浆材料制备和基本性能研究评述[J]. 材料导报, 2024, 38(S1): 171-181.
    XIE Yue, HAN Yudong, PENG Bo, et al. Review on preparation and basic properties of cementitious grouting materials[J]. Materials Reports, 2024, 38(S1): 171-181. (in Chinese)
    [44] [25] 张岩, 高青宇, 王晓亮, 等. 低收缩早强型灌浆料的制备与微观机理[J]. 建筑材料学报, 2023, 26(8): 922-930.
    ZHANG Yan, GAO Qingyu, WANG Xiaoliang, et al. Preparation and microscopic mechanism of low shrinkage and early strength grouting[J]. Journal of Building Materials, 2023, 26(8): 922-930. (in Chinese)
    [46] [26] 庞超明, 唐志远, 杨志远, 等. 水泥基材料中的早强剂及其作用机理综述[J]. 材料导报, 2023, 37(9): 80-90.
    PANG Chaoming, TANG Zhiyuan, YANG Zhiyuan, et al. Early strengthening agent in cementitious composites and its function mechanism: a review[J]. Materials Reports, 2023, 37(9): 80-90. (in Chinese)
    [48] [27] 罗晓峰, 邢国徽, 何余良. 高强套筒灌浆料的制备及性能研究[J]. 新型建筑材料, 2020, 47(5): 50-52+100.
    LUO Xiaofeng, XING Guohui, HE Yuliang. Study on the preparation and performance of high strength sleeve grouting material[J]. New Building Materials, 2020, 47(5): 50-52+100. (in Chinese)
    [50] [28] 韩宇栋, 谢月, 岳清瑞, 等. 组合膨胀剂对风电灌浆料早期膨胀性能的影响[J]. 建筑材料学报, 2024, 27(07): 611-619.
    HAN Yudong, XIE Yue, YUE Qingrui, et al. The effect of combination expansive agent on early-age expansion properties of cementitious grouting material for wind power project[J]. Journal of Building Materials, 2024, 27(07): 611-619. (in Chinese)
    [52] [29] HAN B, HUANG Y. Experimental research on compressive strength-size effect and mechanical properties of cement-based grout[J]. Construction and Building Materials, 2023.
    [53] [30] 吴元, 杨晓婧, 王凯, 等. 灌浆料单轴受压应力-应变曲线试验研究[J]. 工业建筑, 2014, 44(S1): 909-913+903.
    WU Yuan, YANG Xiaojing, WANG Kai, et al. Experimental study on the stress-strain curve of cementitious grout under uniaxial compression[J]. Industrial Construction, 2014, 44(S1): 909-913+903. (in Chinese)
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  • 收稿日期:2025-02-10
  • 最后修改日期:2025-04-02
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