Non-spontaneous combustion coal gangue is a solid waste produced in the process of coal excavation and sorting. In order to reduce environmental pollution and resource waste caused by the accumulation of non-spontaneous combustion coal gangue and reducing the overuse of natural sand resources. In this work, the physical and chemical properties and the basic mechanical properties of non-spontaneous combustion coal gangue concrete under different coarse aggregate replacement rate, water-cement ratio, additional water consumption and aggregate gradation were studied. The results show that the bulk density and apparent density of non-spontaneous combustion coal gangue are smaller, water absorption is higher and crushing value is larger than that of ordinary gravel. The water-cement ratio and the replacement rate have significant effects on the slump of non-spontaneous combustion coal gangue concrete. The compressive strength, tensile strength and elastic modulus of concrete decrease gradually with the increase of non-spontaneous combustion coal gangue replacement rate and water-cement ratio. When the replacement rate is more than 50%, the above indexes decrease obviously. The additional water consumption and aggregate grade have a certain effect on the non-spontaneous combustion coal gangue concrete. - DOI:10.3969/j.issn.1000-1565.2022.02.004非自燃煤矸石粗骨料对混凝土力学性能的影响牛晓燕1,高琦翔1,李深圳1,王桂香1,赵晖2(1.河北大学 建筑工程学院,河北 保定 071002;2.太原理工大学 土木工程学院,山西 太原 030024)摘 要:非自燃煤矸石是煤炭开挖和分选等过程中产生的固体废弃物,为减少大量非自燃煤矸石堆积而造成的环境污染、资源浪费以及对天然砂石资源的过度利用,研究非自燃煤矸石的理化性能以及在不同粗骨料取代率、水灰比、附加用水量和骨料级配下的非自燃煤矸石混凝土基本力学性能.结果表明:与普通碎石相比,非自燃煤矸石的堆积密度与表观密度小、吸水率高、压碎值大.水灰比和非自燃煤矸石取代率对非自燃煤矸石混凝土坍落度的影响较为明显,随着非自燃煤矸石取代率和水灰比的增大,混凝土的抗压强度、抗拉强度和弹性模量总体上逐渐减小,当取代率超过50%时,以上指标减小较为明显.附加用水量和骨料级配对非自燃煤矸石混凝土力学性能有一定的影响,饱和面干状态下的非自燃煤矸石粗骨料可以有效提高混凝土的抗压强度和弹性模量,但对抗拉强度不利.建议实际工程中非自燃煤矸石取代率小于50%,且当非自燃煤矸石取代率为50%、水灰质量比为0.35时,混凝土强度可以满足C40的设计要求.关键词:非自燃煤矸石;物理性能;配合比;力学性能中图分类号:TU528 文献标志码:A 文章编号:1000-1565(2022)02-0131-08Effect of coarse aggregate of non-spontaneous combustion coal gangue on mechanical properties of concreteNIU Xiaoyan1, GAO Qixiang1, LI Shenzhen1, WANG Guixiang1, ZHAO Hui2(1.College of Civil Engineering and Architecture, Hebei University, Baoding 071002, China; 2. College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China)Abstract: Non-spontaneous combustion coal gangue is a solid waste produced in the process of coal excavation and sorting. In order to reduce environmental pollution and resource waste caused by the accumulation of non-spontaneous combustion coal gangue and reducing the overuse of natural sand resources. In this work, the physical and chemical properties and the basic mechanical properties of non-spontaneous combustion coal gangue concrete under different coarse aggregate replacement rate, water-cement ratio, additional water consumption and aggregate gradation were studied. The results show that the bulk density and apparent density of non-spontaneous combustion coal gangue are smaller, water absorption is higher and crushing value is larger than that of ordinary gravel. The water-cement ratio and the replacement rate have significant effects on the slump of non-spontaneous combustion coal gangue concrete. The compressive strength, tensile strength and elastic modulus of concrete decrease gradually with the increase of non-spontaneous combustion coal gangue replacement rate and water-cement ratio. When the replacement rate is more than 50%, the above indexes decrease obviously. The additional water consumption and aggregate grade have a certain effect on the non-spontaneous combustion coal gangue concrete. - 收稿日期:2021-08-21 基金项目:河北省自然科学基金资助项目(A2019201338) 第一作者:牛晓燕(1979—),女,河北沙河人,河北大学教授,博士,主要从事工程材料理论与应用领域研究.E-mail:niu-xiaoyan2002@163.com 通信作者:王桂香(1965—),女,河北保定人,河北大学副教授,主要从事机械结构设计研究. E-mail:wgxzg@sina.com第2期牛晓燕等:非自燃煤矸石粗骨料对混凝土力学性能的影响The non-spontaneous combustion coal gangue coarse aggregate in the dry state of saturated surface can effectively improve the compressive strength and elastic modulus of concrete, but the tensile strength is disadvantage. It is suggested that the replacement rate of non-spontaneous combustion coal gangue is less than 50% in actual engineering, and when the replacement rate is 50% and the water-cement ratio is 0.35, the concrete strength can meet the design requirements of C40.
NIU Xiaoyan
,
GAO Qixiang
,
LI Shenzhen
,
WANG Guixiang
,
ZHAO Hui
. Effect of coarse aggregate of non-spontaneous combustion coal gangue on mechanical properties of concrete[J]. Journal of Hebei University(Natural Science Edition), 2022
, 42(2)
: 131
-138
.
DOI: 10.3969/j.issn.1000-1565.2022.02.004
[1] 金阳,毋存粮,陈小羊,等.自燃煤矸石作矿物掺合料对混凝土性能的影响[J].混凝土,2021(9):86-89.
[2] 段晓牧. 煤矸石集料混凝土的微观结构与物理力学性能研究[D]. 徐州: 中国矿业大学, 2014.
[3] 杨再兴, 曾凌云. 全国砂石土矿山开采管理现状研究[J]. 中国国土资源经济, 2020, 33(5): 44-50. DOI:10.19676/j.cnki.1672-6995.000390.
[4] 董作超. 煤矸石集料混凝土的力学性能与抗碳化试验研究[D]. 徐州: 中国矿业大学, 2016.
[5] 张金喜, 陈炜林, 杨荣俊. 煤矸石集料基本性能的试验研究[J]. 建筑材料学报, 2010, 13(6): 739-743.DOI:10.3969/j.isso.1007-9629.2010.06.007.
[6] 马成理. 自燃煤矸石的材料性能试验研究[J]. 太原理工大学学报, 2003, 34(2): 154-157. DOI:10.16355/j.cnki.issn1007-9432tyut.2003.02.015.
[7] ZHANG Y Z, WANG Q H, ZHOU M, et al. Mechanical properties of concrete with coarse spontaneous combustion gangue aggregate(SCGA): experimental investigation and prediction methodology[J]. Constr Build Mater, 2020, 255: 119337. DOI:10.1016/j.conbuildmat.2020.119337.
[8] WANG J M, QIN Q, HU S J, et al. A concrete material with waste coal gangue and fly ash used for farmland drainage in high groundwater level areas[J]. J Clean Prod, 2016, 112: 631-638. DOI:10.1016/j.jclepro.2015.07.138.
[9] LIU H Q, XU Q, WANG Q H, et al. Prediction of the elastic modulus of concrete with spontaneous-combustion and rock coal gangue aggregates[J]. Structures, 2020, 28: 774-785. DOI:10.1016/j.istruc.2020.09.021.
[10] 王志龙. 未自燃煤矸石混凝土基本性能的研究[D]. 徐州: 中国矿业大学, 2014.
[11] 周梅, 沈梦阳, 吴景昊, 等. 煤矸石掺合料的制备及对混凝土碱-骨料反应影响[J]. 硅酸盐通报, 2017, 36(5): 1713-1717. DOI:10.16552/j.cnki.issn1001-1625.2017.05.043.
[12] XIAO M, JU F, HE Z Q. Research on shotcrete in mine using non-activated waste coal gangue aggregate[J]. J Clean Prod, 2020, 259: 120810. DOI:10.1016/j.jclepro.2020.120810.
[13] 谢淑贤. 几种典型陨石中矿物相的晶体结构研究[D]. 秦皇岛: 燕山大学, 2019.
[14] 张培辉, 方圣恩, 洪华山. 不同纤维增强混凝土力学性能和破坏形态对比试验[J]. 玻璃钢/复合材料, 2019(6): 73-79.
[15] 郭樟根, 陈晨, 范秉杰, 等. 再生粗细骨料混凝土基本力学性能试验研究[J]. 建筑结构学报, 2016, 37(S2): 94-102. DOI:10.14006/j.jzjgxb.2016.s2.014.
[16] 田林杰, 王起才, 邓晓, 等. 养护温度对矿粉水泥石强度及细观结构影响研究[J]. 硅酸盐通报, 2016, 35(9): 3066-3071. DOI:10.16552/j.cnki.issn1001-1625.2016.09.066.
[17] 王立成, 张磊. 混凝土内养护技术研究进展[J]. 建筑材料学报, 2020, 23(6): 1471-1478.DOI:10.3969/j.issn.1007-9628.2020.06.028.
[18] 王爱国, 朱愿愿, 徐海燕, 等. 混凝土用煤矸石骨料的研究进展[J]. 硅酸盐通报, 2019, 38(7): 2076-2086. DOI:10.16552/j.cnki.issn1001-1625.2019.07.017. (
