|Table of Contents|

Study on mechanical properties and water absorption characteristics of fly ash concrete modified by nano-SiO2(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2024年03期
Page:
10-17
Research Field:
建筑材料
Publishing date:

Info

Title:
Study on mechanical properties and water absorption characteristics of fly ash concrete modified by nano-SiO2
Author(s):
JIANG Jianhua LU Chenchen SHI Xiaozhe CHEN Linlin ZHOU Jiabing
(College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, Jiangsu, China)
Keywords:
fly ash concrete nano-SiO2 mechanical property water absorption characteristic capillary water absorption coefficient
PACS:
TU528
DOI:
10.19815/j.jace.2022.08071
Abstract:
In order to explore the high performance of fly ash concrete, the mechanical and water absorption tests of nano-SiO2 modified fly ash concrete were carried out. The effects of replacement rate of fly ash and nano-SiO2 content on the mechanical properties(compressive strength, splitting tensile strength and dynamic elastic modulus)and water absorption characteristics of concrete were studied. The results show that the mechanical properties of fly ash concrete increase first and then decrease with the increase of nano-SiO2 content. When the nano-SiO2 content increases from 0% to 2%, the 28 d compressive strength, splitting tensile strength and dynamic elasticity modulus of fly ash concrete increase by 12.90%, 7.53% and 5.85%, respectively. Therefore, nano-SiO2 has a more significant impact on the compressive strength. When the replacement rate of fly ash increases from 10% to 30%, the 28 d compressive strength, splitting tensile strength and dynamic elastic modulus of concrete decrease by 7.24%, 2.61% and 9.87%, respectively, so the influence of fly ash on the dynamic elastic modulus is more significant. With the increase of nano-SiO2 content, the capillary water absorption coefficient of fly ash concrete shows a trend of first decreasing and then increasing. The capillary water absorption coefficient of concrete increases with the increase of replacement rate of fly ash. The higher the replacement rate of fly ash, the more significant the influence of nano-SiO2 on the capillary water absorption coefficient of concrete. The replacement rate of fly ash and the content of nano-SiO2 have no significant influence on the correlation between the mechanical properties of concrete and the capillary water absorption coefficient. The compressive strength, splitting tensile strength, and dynamic elastic modulus of concrete have negative correlation with the capillary water absorption coefficient, and the compressive strength has the best correlation with the capillary water absorption coefficient.

References:

[1] 胡晓鹏,牛荻涛,张永利.粉煤灰混凝土早期强度的现场调查与试验研究[J].河海大学学报(自然科学版),2012,40(6):676-680.
HU Xiaopeng,NIU Ditao,ZHANG Yongli.Field investigation and experimental research on early-stage strength of fly ash concrete[J].Journal of Hohai University(Natural Sciences),2012,40(6):676-680.
[2]郭秋生.混凝土的毛细吸水特性及其与孔结构的关系[J].工业建筑,2020,50(3):119-123.
GUO Qiusheng.Capillary water absorption characteristics of concrete and its relationship with pore structure [J] Industrial Architecture,2020,50(3):119-123.
[3]侯学彪,黄 丹,王 委.掺纳米SiO2高性能混凝土研究进展[J].混凝土,2013(3):5-9.
HOU Xuebiao,HUANG Dan,WANG Wei.Recent progress on high performance concrete with nano-SiO2 particles[J].Concrete,2013(3):5-9.
[4]王宗熙,姚占全,何 梁,等.溶蚀作用下纳米SiO2混凝土的孔隙演变[J].排灌机械工程学报,2020,38(8):841-847.
WANG Zongxi,YAO Zhanquan,HE Liang,et al.Pore evolution of nano-SiO2 concrete under dissolution condition[J].Journal of Drainage and Irrigation Machinery Engineering,2020,38(8):841-847.
[5]SOBOLEV K,GUTIERREZ M.How nanotechnology can change the concrete world:part two of a two-part series[J].American Ceramic Society Bulletin,2005,84:16-19.
[6]JI T.Preliminary study on the water permeability and microstructure of concrete incorporating nano-SiO2[J].Cement and Concrete Research,2005,35(10):1943-1947.
[7]高丹盈,李 晗.纤维纳米混凝土的微观增强机理与强度计算方法[J].建筑科学与工程学报,2015,32(5):47-55.
GAO Danying,LI Han.Micro enhancement mechanism and strength calculation method of fiber and nanosized material reinforced concrete[J].Journal of Architecture and Civil Engineering,2015,32(5):47-55.
[8]ZHANG M H,ISLAM J.Use of nano-silica to reduce setting time and increase early strength of concretes with high volumes of fly ash or slag[J].Construction and Building Materials,2012,29:573-580.
[9]邓永刚,赵冰洁.纳米SiO2增强高掺量粉煤灰混凝土力学性能研究[J].沈阳理工大学学报,2020,39(6):55-60.
DENG Yonggang,ZHAO Bingjie.Study on the properties of high-volume fly ash concrete incorporating nano-SiO2[J] Journal of Shenyang Ligong University,2020,39(6):55-60.
[10]鲍玖文,张洪锐,方晓龙,等.纳米二氧化硅改性再生粗骨料混凝土性能的研究进展[J].硅酸盐学报,2023,51(8):2045-2053.
BAO Jiuwen,ZHANG Hongrui,FANG Xiaolong,et al.Properties of recycled coarse aggregate concrete modified by silica nanoparticles:a short review[J].Journal of the Chinese Ceramic Society,2023,51(8):2045-2053.
[11]肖建庄,陈祥磊,李 标,等.纳米SiO2和粉煤灰复掺对再生混凝土性能的影响[J].建筑科学与工程学报,2020,37(1):26-32.
XIAO Jianzhuang,CHEN Xianglei,LI Biao,et al.Effect of mixed nano-SiO2 and fly ash on properties of recycled aggregate concrete[J].Journal of Architecture and Civil Engineering,2020,37(1):26-32.
[12]黄 振.纳米混凝土力学性能及耐久性研究[D].沈阳:沈阳大学,2016.
HUANG Zhen.Research on mechanical properties and durability of nano concrete[D].Shenyang:Shenyang University,2016.
[13]GHAZY A,BASSUONI M T,SHALABY A.Nano-modified fly ash concrete:a repair option for concrete pavements[J].ACI Materials Journal,2016,133(2),231-242.
[14]SHAIKH F U A,SUPIT S W M.Chloride induced corrosion durability of high volume fly ash concretes containing nano particles[J].Construction and Building Materials,2015,99:208-225.
[15]刘宏伟.混凝土早龄期弹性模量无损检测初探[D].南京:河海大学,2006.
LIU Hongwei.Tentative research on non-destructive detection of concrete early-age elastic modulus[D].Nanjing:Hohai University,2006.
[16]NAZARI A,RIAHI S.RETRACTED:splitting tensile strength of concrete using ground granulated blast furnace slag and SiO2 nanoparticles as binder[J].Energy and Buildings,2011,43(4):864-872.
[17]陈 潇,周明凯,刘 佳,等.水泥粉煤灰稳定碎石中粉煤灰效应的解耦分析[J].建筑材料学报,2010,13(6):764-768.
CHEN Xiao,ZHOU Mingkai,LIU Jia,et al.Decoupling analysis of fly ash effects in cement-fly ash stabilized crushed stones[J].Journal of Building Materials,2010,13(6):764-768.
[18]鲍玖文,胡文文,张 鹏,等.有机硅憎水剂对混凝土强度与毛细吸水性能的影响[J].硅酸盐学报,2020,48(10):1644-1652.
BAO Jiuwen,HU Wenwen,ZHANG Peng,et al.Effect of organic silicon hydrophobic agent on strength and capillary absorption of concrete[J].Journal of the Chinese Ceramic Society,2020,48(10):1644-1652.
[19]黄春龙,王栋民,田红伟.纳米二氧化硅影响水泥基材料流动性的研究综述[J].材料导报,2018,32(增1):458-461,465.
HUANG Chunlong,WANG Dongmin,TIAN Hong-wei.Review on the influence of nano-silica on the fluidity of cement-based materials[J].Materials Reports,2018,32(S1):458-461,465.
[20]金南国,金贤玉,田 野.基于人工神经网络研究混凝土孔结构与强度关系[J].稀有金属材料与工程,2008,37(增2):712-717.
JIN Nanguo,JIN Xianyu,TIAN Ye.Study on the relationship between concrete pore structure and strength based on artificial neural network[J].Rare Metal Materials and Engineering,2008,37(S2):712-717.

Memo

Memo:
-
Last Update: 2024-05-20