|本期目录/Table of Contents|

[1]罗麒,刘健,吉小利,等.两种复合早强剂对煤矿封孔水泥早强效果影响的研究[J].中国安全生产科学技术,2016,12(12):69-73.[doi:10.11731/j.issn.1673-193x.2016.12.012]
 LUO Qi,LIU Jian,JI Xiaoli,et al.Study on influence to early strength performance of hole sealing cement used in coal mine by two kinds of compound early strength agents[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(12):69-73.[doi:10.11731/j.issn.1673-193x.2016.12.012]
点击复制

两种复合早强剂对煤矿封孔水泥早强效果影响的研究
分享到:

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
12
期数:
2016年12期
页码:
69-73
栏目:
现代职业安全卫生管理与技术
出版日期:
2016-12-30

文章信息/Info

Title:
Study on influence to early strength performance of hole sealing cement used in coal mine by two kinds of compound early strength agents
文章编号:
1673-193X(2016)-12-0069-05
作者:
罗麒12刘健12吉小利3吴芬12王其其12
(1.安徽理工大学 能源与安全学院,安徽 淮南 232001;2.安徽理工大学 煤炭高效开采省部共建教育部重点实验室,安徽 淮南 232001;3.安徽理工大学 化学工程学院,安徽 淮南 232001)
Author(s):
LUO Qi12 LIU Jian12 JI Xiaoli3 WU Fen12 WANG Qiqi12
(1. Institute of Energy and Safety, Anhui University of Science and Technology, Huainan Anhui 232001, China; 2. Key Laboratory of Safe and Effective Coal Mining of Ministry of Education, Anhui University of Science and Technology, Huainan Anhui 232001, China; 3. Institute of Chemical Engineering, Anhui University of Science and Technology, Huainan Anhui 232001, China)
关键词:
复合早强剂煤矿封孔水泥早强效果抗压强度
Keywords:
compound early strength agenthole sealing cement of coal mine early strength performance compressive strength
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2016.12.012
文献标志码:
A
摘要:
基于矿井复杂环境对封孔水泥提出的要求,引入2-丙烯酰胺基-2-甲基丙磺酸(AMPS)并复合聚羧酸减水剂,三乙醇胺(TEA)作为有机组分,氯化钠(氯化钙)为无机组分,模拟井下高湿环境,通过正交试验,考察了两种有机无机复合早强剂的制备。并通过SEM,TG和XRD等手段着重研究了两种复合早强剂水化3d对封孔水泥抗压强度的影响。结果表明,当氯化钠复合早强剂组分为氯化钠3%,三乙醇胺0.05%,聚羧酸0.3%,AMPS1%时;氯化钙复合早强剂组分为氯化钙1.5%,三乙醇胺0.04%,聚羧酸0.2%,AMPS1%时早强效果最好,抗压强度比基准组分别提高了328%和217%。
Abstract:
Based on the requirements of hole sealing cement under the complicated environment of coal mine, 2-Acrylamido-2-methyl-1-propanesulfonic acid (AMPS) with a combination of polycarboxylate superplasticizer and triethanolamine (TEA) was taken as the organic component, and sodium chloride (calcium chloride) was taken as the inorganic component under the simulated underground environment with high humidity. The orthogonal experiment was utilized to investigate the preparation of two kinds of organic and inorganic compound early strength agents. The influence of hydration 3d for two kinds of compound early strength agents on the compressive strength of hole sealing cement was studied with emphasis through the methods of scanning electron microscope (SEM), thermogravimetric analysis (TG) and X-ray diffraction (XRD). The results showed that the early strength performance was the best when the component of sodium chloride compound early strength agent was 3% sodium chloride, 0.05% TEA, 0.3% polycarboxylic acid and 1% AMPS, as well as when the component of calcium chloride compound early strength agent was 1.5% calcium chloride, 0.04% TEA, 0.2% polycarboxylic acid and 1% AMPS, with the compressive strength increasing by 328% and 217% respectively compared with the baseline group.

参考文献/References:

[1]Tae-Beom Min,In-Sung Cho,Won-Jun Park,et al.Experimental study on the development of compressive strength of early concrete age using calcium-based hardening accelerator and high early strength cement[J].Construction and Building Materials,2014(64):208-214.
[2]Kien Hoang,Harald Justnes,Mette Geiker.Early age strength increase of fly ash blended cement by a ternary hardening accelerating admixture[J].Cement and Concrete Research,2016(81):59-69.
[3]吴海龙,刘健,吉小利,等.新型硫酸锂复合早强剂对煤矿封孔水泥早强效果的影响研究[J].中国安全生产科学技术,2014,10(8):34-38. WU Hailong,LIU Jian,JI Xiaoli,et al.Study on influence to early strength performance of hole sealing cement used in coal mine by new lithium sulfate compound early strength agent[J].Journal of Safety Science and Technology,2014,10(8):34-38.
[4]要秉文,王彦平,王庆华,等.低氯低碱新型混凝土早强剂的研究[J].混凝土与水泥制品,2016(3):1-4. YAO Bingwen,WANG Yanping,WANG Qinghua,et al.Low chlorine and low alkali in new research of concrete early strength agent[J].China Concrete and Cement Products,2016(3):1-4.
[5]李嘉.水泥外加剂配方与制备手册[M].北京:化学工业出版社,2013:239.
[6]王兆丰,李杰,杨宏民,等.抽采钻孔封孔失效的二次处理措施[J].煤矿安全,2012,43(5):86-88. WANG Zhaofeng,LI Jie,YANG Hongmin,et al.A re-treatment measure on failing hole sealing of gas drill hole[J].Safety in Coal Mines,2012,43(5):86-88.
[7]丁庆军,何良玉,梁远博,等.超早强微膨胀水下灌浆料的研究[J]. 武汉理工大学学报,2014(3):498-501. DING Qingjun,HE Liangyu,LIANG Yuanbo,et al.Ultra-early strength expensive high performance grout[J].Journal of Wuhan University of Technology,2014(3):498-501.
[8]冷达,张雄,沈中林.减水剂和早强剂对水泥基灌浆材料性能的影响[J].新型建筑材料,2008,21(5):21-25. LENG Da,ZHANG Xiong,SHEN Zhonglin.Effects of water reducing agent and hardening accelerating admixture on the performance of cement-based grouting material[J].New Building Materials,2008,21(5):21-25.
[9]赵明明,辛运来,王亮.无机盐类早强剂与聚羧酸高效减水剂复配研究[J].混凝土,2011(4):91-94. ZHAO Mingming,XIN Yunlai,WANG Liang.Study on the inorganic salt soap strength agent acting with polycarboxylate superplasticizer[J].Concrete,2011(4):91-94.
[10]雷西萍.复配型早强减水剂的制备与性能研究[J].硅酸盐通报,2010(8):948-95. LEI Xiping.Study on preparation and properties of compound early strength water reducer[J].Bulletin of the Chinese Ceramic Society,2010(8):948-952.
[11]田胜元,萧曰嵘.实验设计与数据处理[M].北京:中国建筑工业出版社,1988:162-172.
[12]葛兆明,余成行,魏群,等.混凝土外加剂[M].北京:化学工业出版社,2011:102.

相似文献/References:

[1]吴海龙,刘健,吉小利,等.新型硫酸锂复合早强剂对煤矿封孔水泥早强效果的影响研究[J].中国安全生产科学技术,2014,10(8):34.[doi:10.11731/j.issn.1673-193x.2014.08.006]
 WU Hai-long,LIU Jian,JI Xiao-li,et al.Study on influence to early strength performance of hole sealing cement used in coal mine by new lithium sulfate compound early strength agent[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(12):34.[doi:10.11731/j.issn.1673-193x.2014.08.006]

备注/Memo

备注/Memo:
国家自然基金项目(51674009);安徽省高校自然科学研究重点项目(KJ2016A198);2016国家级大学生创新训练项目(201610361014)
更新日期/Last Update: 2017-01-13