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Physical and Mechanical Properties Test and Engineering Application of Early Strength Agent-Cement Slurry
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Qi-jun ZHANG1, 2, Yun-ting LI3, Xiao-yu BAI2, Shuang-wu ZHANG3, Jia-liang FENG4, Feng-yang QIAO1, Nan YAN2, *
Science Technology and Engineering | 2025, 25(4) : 1613 - 1619
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Science Technology and Engineering | 2025, 25(4): 1613-1619
Papers·Architectural Science
Physical and Mechanical Properties Test and Engineering Application of Early Strength Agent-Cement Slurry
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Qi-jun ZHANG1, 2, Yun-ting LI3, Xiao-yu BAI2, Shuang-wu ZHANG3, Jia-liang FENG4, Feng-yang QIAO1, Nan YAN2, *
Affiliations
  • 1 Qingdao Yegao Construction Engineering Co., Ltd., Qingdao 266042, China
  • 2 College of Civil Engineering, Qingdao Technological University, Qingdao 266520, China
  • 3 4th Engineering Co., Ltd., 20th Bureau Group, China Railway, Qingdao 266061, China
  • 4 Northwest Comprehensive Investigation, Design and Research Institute, Xi’an 710000, China
Published: 2025-02-08 doi: 10.12404/j.issn.1671-1815.2404135
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In order to speed up the engineering progress, early strength additives are usually added to improve the early strength of cement grout. Calcium chloride, sodium sulfate, triethanolamine, synthetic calcium formate, HR-SA1 and other early strength additives were selected, the flowability, shrinkage rate, and compressive strength of cement slurry under the action of different early strength agents were explored through indoor experiments. In this way, the influence of different types of early strength agents on the early physical and mechanical properties of cement slurry were revealed. The results show that all early strength agents can meet the needs of on-site grouting requirements, ensuring that the fluidity of the cement slurry can be stable for a long time. The flowability of the synthesized calcium formate-based cement slurry significantly increases within 60 minutes, indicating a notable retarding effect. The fluidity of the other early strength agents cement slurry slightly increases within 60 minutes, but the amplitude is not significant. The compressive strength of (HR-SA1)-cement slurry specimens at all ages is significantly higher than that of ordinary cement slurry specimens, while the other four early strength agents have no significant effect on improving the compressive strength of cement slurry. The average shrinkage and shrinkage rate of (HR-SA1)-cement slurry specimens after final setting are very low, far lower than the average shrinkage and shrinkage rate of other early strength agent cement slurry specimens. It is verified by the construction site of prestressed anchor cable of a subway station in Qingdao City. The test values of the physical and mechanical properties of cement slurry are basically consistent with the results of laboratory test, which lays a foundation for the popularization and application of HR-SA1 early strength agent in practical engineering.

early strength agent  /  cement slurry  /  fluidity  /  compressive strength  /  shrinkage rate
Qi-jun ZHANG, Yun-ting LI, Xiao-yu BAI, Shuang-wu ZHANG, Jia-liang FENG, Feng-yang QIAO, Nan YAN. Physical and Mechanical Properties Test and Engineering Application of Early Strength Agent-Cement Slurry[J]. Science Technology and Engineering, 2025 , 25 (4) : 1613 -1619 . DOI: 10.12404/j.issn.1671-1815.2404135
Year 2025 volume 25 Issue 4
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Article Info
doi: 10.12404/j.issn.1671-1815.2404135
  • Receive Date:2024-06-03
  • Online Date:2025-07-29
  • Published:2025-02-08
Article Data
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History
  • Received:2024-06-03
  • Revised:2025-01-16
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Affiliations
    1 Qingdao Yegao Construction Engineering Co., Ltd., Qingdao 266042, China
    2 College of Civil Engineering, Qingdao Technological University, Qingdao 266520, China
    3 4th Engineering Co., Ltd., 20th Bureau Group, China Railway, Qingdao 266061, China
    4 Northwest Comprehensive Investigation, Design and Research Institute, Xi’an 710000, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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