Effect of Cementitious Capillary Crystalline Waterproofing Materials on the Mechanical and Impermeability Properties of Engineered Cementitious Composites with Microscopic Analysis

被引:18
作者
Tan, Yan [1 ]
Zhao, Ben [1 ]
Yu, Jiangtao [2 ]
Xiao, Henglin [1 ]
Long, Xiong [1 ]
Meng, Jian [1 ]
机构
[1] Hubei Univ Technol, Coll Civil Engn Architecture & Environm, Wuhan 430068, Peoples R China
[2] Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R China
关键词
cementitious capillary crystalline waterproofing material; engineered cementitious composites; mechanical properties; impermeability properties; chloride ion diffusion coefficient; FLY-ASH; CONCRETE; PERFORMANCE; DURABILITY; SULFATE; SHCC; RESISTANCE; TRANSPORT; CORROSION; STRENGTH;
D O I
10.3390/polym15041013
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Building structures are prone to cracking, leakage, and corrosion under complex loads and harsh marine environments, which seriously affect their durability performance. To design cementitious composites with excellent mechanical and impermeability properties, Engineered Cementitious Composites (ECCs) doped with ultrahigh molecular weight polyethylene short-cut fibers (PE-ECCs) were used as the reference group. Different types (XYPEX-type from Canada, SY1000-type from China) and doses (0%, 0.5%, 1.0%, 1.5%, 2.0%) of Cementitious Capillary Crystalline Waterproofing materials (CCCWs) were incorporated. The effect of CCCWs on the mechanical and impermeability properties of PE-ECCs, and the microscopic changes, were investigated to determine the best type of CCCW to use and the best amount of doping. The results showed that with increasing the CCCW dosage, the effects of both CCCWs on the mechanical and impermeability properties of PE-ECC increased and then decreased, and that the best mechanical and impermeability properties of PE-ECC were achieved when the CCCW dosing was 1.0%. The mechanical properties of the PE-ECC were more obviously improved by XYPEX-type CCCW, with a compressive strength of 53.8 MPa, flexural strength of 11.8 MPa, an ultimate tensile stress of 5.56 MPa, and an ultimate tensile strain of 7.53 MPa, which were 37.95%, 53.25%, 14.17%, and 21.65% higher than those of the reference group, respectively. The effects of the two CCCWs on impermeability were comparable. CCCW-PE-ECC(X1.0%) and CCCW-PE-ECC(S1.0%) showed the smallest permeation heights, 2.6 mm and 2.8 mm, respectively. The chloride ion diffusion coefficients of CCCW-PE-ECC(X1.0%) and CCCW-PE-ECC(S1.0%) exhibited the smallest values, 0.15 x 10(-12) m(2)/s and 0.10 x 10(-12) m(2)/s, respectively. Micromorphological tests showed that the particle size of the XYPEX-type CCCW was finer, and the intensity of the diffraction peaks of C-S-H and CaCO3 of PE-ECC increased after doping with two suitable doping amounts of CCCW. The pore structure was improved, the surface of the matrix was smoother, and the degree of erosion of hydration products on the fiber surface was reduced after chloride ion penetration. XYPEX-type CCCW demonstrated a more obvious improvement in the PE-ECC pore structure.
引用
收藏
页数:20
相关论文
共 52 条
[1]  
[Anonymous], 2009, Standard test method for density (unit weight), yield, and air content (gravimetric) of concrete
[2]   Study on PVA fiber surface modification for strain-hardening cementitious composites (PVA-SHCC) [J].
Arain, Muhammad Fahad ;
Wang Mingxue ;
Chen Jianyong ;
Zhang Huapeng .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 197 :107-116
[3]   Feasibility of low fiber content PVA-ECC for jointless pavement application [J].
Arce, Gabriel A. ;
Noorvand, Hassan ;
Hassan, Marwa M. ;
Rupnow, Tyson ;
Dhakal, Nirmal .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
[4]   Assessment of self-healing and durability parameters of concretes incorporating crystalline admixtures and Portland Limestone Cement [J].
Azarsa, Pejman ;
Gupta, Rishi ;
Biparva, Alireza .
CEMENT & CONCRETE COMPOSITES, 2019, 99 :17-31
[5]   Evaluation of the concrete prisms test method for assessing the potential alkali-aggregate reactivity of recycled concrete aggregates [J].
Beauchemin, S. ;
Fournier, B. ;
Duchesne, J. .
CEMENT AND CONCRETE RESEARCH, 2018, 104 :25-36
[6]  
Cappellesso V.G., 2016, J BUILD PATHOL REHAB, V1, P9, DOI [10.1007/s41024-016-0012-7, DOI 10.1007/S41024-016-0012-7]
[7]   Effect of fly ash chemical composition on the reinforcement corrosion, thermal diffusion and strength of blended cement concretes [J].
Chousidis, N. ;
Ioannou, I. ;
Rakanta, E. ;
Koutsodontis, C. ;
Batis, G. .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 126 :86-97
[8]   Effect of a crystalline admixture on the self-healing capability of high-performance fiber reinforced concretes in service conditions [J].
Escoffres, P. ;
Desmettre, C. ;
Charron, J. -P. .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 173 :763-774
[9]   Mechanical behavior of strain-hardening cement-based composites (SHCC) subjected to torsional loading and to combined torsional and axial loading [J].
Figueiredo, Tathiana Caram S. P. ;
Curosu, Iurie ;
Gonzales, Giancarlo L. G. ;
Hering, Marcus ;
Silva, Flavio de Andrade ;
Curbach, Manfred ;
Mechtcherine, Viktor .
MATERIALS & DESIGN, 2021, 198
[10]  
GB, 2008, 504762008 GBT, P162