English  |  正體中文  |  简体中文  |  Items with full text/Total items : 27248/39091
Visitors : 2416965      Online Users : 56
RC Version 4.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Adv. Search
LoginUploadHelpAboutAdminister

Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50377

Title: A Study of Crystalline Mechanism of Penetration Sealer Materials
Authors: Li-Wei Teng
Ran Huang
Jie Chen
An Cheng
Hui-Mi Hsu
Contributors: 國立臺灣海洋大學:河海工程學系
Keywords: C-S-H gel
X-ray diffraction (XRD)
crystalline penetration sealer materials (CPSM)
fourier transform infrared spectroscopy (FT-IR)
mercury intrusion porosimetry (MIP)
rapid chloride permeability test (RCPT)
scanning electron microscope (SEM)
thermogravimetric analyzer (TGA)
water permeability
waterproof
Date: 2014-01
Issue Date: 2018-10-05T08:40:30Z
Publisher: materials
Abstract: Abstract: It is quite common to dispense a topping material like crystalline penetration sealer materials (CPSM) onto the surface of a plastic substance such as concrete to extend its service life span by surface protections from outside breakthrough. The CPSM can penetrate into the existing pores or possible cracks in such a way that it may form crystals to block the potential paths which provide breakthrough for any unknown materials. This study investigated the crystalline mechanism formed in the part of concrete penetrated by the CPSM. We analyzed the chemical composites, in order to identify the mechanism of CPSM and to evaluate the penetrated depth. As shown in the results, SEM observes the acicular-structured crystals filling capillary pores for mortar substrate of the internal microstructure beneath the concrete surface; meanwhile, XRD and FT-IR showed the main hydration products of CPSM to be C-S-H gel and CaCO₃. Besides, MIP also shows CPSM with the ability to clog capillary pores of mortar substrate; thus, it reduces porosity, and appears to benefit in sealing pores or cracks. The depth of CPSM penetration capability indicated by TGA shows 0-10 mm of sealer layer beneath the concrete surface.
Relation: 7(1) pp.399-412
URI: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50377
Appears in Collections:[河海工程學系] 期刊論文

Files in This Item:

File Description SizeFormat
index.html0KbHTML9View/Open


All items in NTOUR are protected by copyright, with all rights reserved.

 


著作權政策宣告: 本網站之內容為國立臺灣海洋大學所收錄之機構典藏,無償提供學術研究與公眾教育等公益性使用,請合理使用本網站之內容,以尊重著作權人之權益。
網站維護: 海大圖資處 圖書系統組
DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - Feedback