期刊文献+

不同矿物掺合料掺量对海工混凝土力学性能影响分析 被引量:1

Analysis of the Influence of Different Mineral Admixtures on the Mechanical Properties of Marine Concrete
下载PDF
导出
摘要 为满足复杂环境对海工混凝土力学性能要求,研究了不同矿物掺合料(粉煤灰、矿粉、硅灰)对不同龄期海工混凝土试件抗压强度的影响,研究结果表明:不同矿物掺合料对不同龄期的海工混凝土立方体抗压强度具有不同的影响;粉煤灰掺量为10%~30%时,海工混凝土强度会随着粉煤灰掺量的增加而降低;适量的矿粉掺量可以增加海工混凝土抗压强度;硅灰掺量在5%~10%之间时海工混凝土强度相对较高;不同规范对矿物掺合料的掺量有不同要求,在满足特定环境条件要求的前提下,应尽量保证混凝土对力学性能的要求。 In order to meet the requirements for the mechanical properties of marine concrete in complex environments,the results of the study are the effects of different mineral admixtures(fly ash,slag,silica fume)on the compressive strength of marine concrete specimens of different ages.It shows that different mineral admixtures have different effects on the compressive strength of marine concrete cubes of different ages;when the amount of fly ash is 10%to 30%,the strength of marine concrete will decrease with the amount of fly ash.increased;the appropriate amount of mineral powder can increase the compressive strength of marine concrete;when the content of silica fume is between 5%and 10%,the strength of marine concrete is relatively high;the content of mineral admixtures in different specifications there are different requirements.Under the premise of meeting the requirements of specific environmental conditions,we should try our best to ensure the requirements of concrete for mechanical properties.
作者 刘相龙 于云飞 王俞 崔凤坤 郝秀红 LIU Xiang-long;YU Yun-fei;WANG Yu;CUI Feng-kun;HAO Xiu-hong(Yantai Highway Development Center,Yantai,Shandong 264001,China;Shandong Jiaotong University,Jinan,Shandong 250357,China)
出处 《黑龙江交通科技》 2022年第6期16-18,共3页 Communications Science and Technology Heilongjiang
基金 山东省自然科学基金项目(ZR2020QE260)。
关键词 矿物掺合料 海工混凝土 力学性能 mineral admixtures marine concrete mechanical properties
  • 相关文献

参考文献4

二级参考文献31

  • 1曾建仙,吴炎海,林清.掺钢纤维活性粉末混凝土的受压力学性能研究[J].福州大学学报(自然科学版),2005,33(z1):132-137. 被引量:14
  • 2王志军,蒲心诚.超高强混凝土单轴受压性能及应力应变曲线的试验研究[J].重庆建筑大学学报,2000,22(z1):102-108. 被引量:50
  • 3刘建忠,刘加平,邓敏,缪昌文,顾国庆.矿物掺合料对混凝土抗压强度和氯离子渗透性能的影响[J].混凝土与水泥制品,2005(4):11-13. 被引量:34
  • 4Chang P K,Peng,Hwang Y N,et al.Design Consideration for Durability of High-performance Concrete[J].Cement and Concrete Composites,2001,23(4-5):375-380.
  • 5Dugat J, Roux N, Bernier G. Mechanical Properties of Reactive Powder Concretes [ J ]. Materials and Structures, 1996,29 (4) :233 -240.
  • 6Yang S L, Millard S G, Soutsos M N, et al. Influence of Aggregate and Curing Regime on the Mechanical Properties of Ultra-high Performance Fibre Reinforced Concrete ( UHPFRC ) [ J ]. Construction and Building Materials, 2009,23 ( 6 ) : 2291 - 2298.
  • 7Yazlcl H, Yardlmel M Y, Aydin S, et al. Mechanical Properties of Reactive Powder Concrete Containing Mineral Admixtures Under Different Curing Regimes[ J]. Construetion and Building Materials,2009,23 ( 3 ) : 1223 - 1231.
  • 8Yazlcl H,Yardlmcl M Y,Yigiter H,et al. Mechanical Properties of Reactive Powder Concrete Containing High Volumes of Ground Granulated Blast Furnace Slag[ J]. Cement and Concrete Composites ,2010,32(8 ) :639 -648.
  • 9中华人民共和国住房和城乡建设部.混凝土结构设计规范GB50010-2010[M].北京:中国建筑工业出版社,2010.
  • 10Hognestad E, Hanson N W, McHenry D . Concrete Stress Distribution in Ultimate Strength Design [ J ]. ACI, 1955,52 (12) :455 -480.

共引文献92

同被引文献5

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部