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Investigation and Practical Application of Silica Nanoparticles Composite Underwater Repairing Materials.

Authors :
Yang, Jingbiao
Deng, Shengxiang
Xu, Hui
Zhao, Ye
Nie, Changda
He, Yongju
D'Adamo, Idiano
Source :
Energies (19961073). May2021, Vol. 14 Issue 9, p2423-2423. 1p.
Publication Year :
2021

Abstract

Repairing materials are well-known to play an important role in rehabilitating and extending the service life for hydraulic concrete structures. However, current underwater repairing materials possess several problems, including insufficient bond tensile strength, inconsistency with the deformation of the old substrate, and insufficient underwater self-sealing ability. In the present paper, an experimental study was carried out to evaluate the influence of silica nanoparticles (SNs) on the properties of underwater composite-repairing materials. The underwater deformation, impermeability, bond tensile strength, and compressive strength of the SN-modified underwater composite-repairing materials were used as the properties' evaluation indices. The results show that, within a certain range, the performance of the repairing material increase with increased SN percent. The deformability, impermeability grade, underwater bond tensile strength, and compressive strength of the SN-modified composite underwater repairing materials are 2.2%, 8, 2.91 MPa, and 115.87 MPa, respectively, when the mass ratio of the mortar, the curing agent and the SNs is 8:1:0.002. The proposed material is employed to repair the dam for a hydropower station in Guizhou province, China. Results show the seepage discharge is reduced by 8.6% when the dam is repaired. The annual average generating capacity is increased by 1.104 × 105 kWh. Meanwhile, CO2 and NOx emissions are reduced by 1.049 × 105 and 220.8 kg annually, respectively. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
19961073
Volume :
14
Issue :
9
Database :
Academic Search Index
Journal :
Energies (19961073)
Publication Type :
Academic Journal
Accession number :
150366009
Full Text :
https://doi.org/10.3390/en14092423