STUDY ON INVESTIGATION METHOD FOR FIRE-DAMAGED CONCRETE STRUCTURES USING WATERLESS PHENOLPHTHALEIN SOLUTION

被引:0
|
作者
Kinose T. [1 ]
Yoshida N. [2 ]
Atarashi D. [2 ]
Imamoto K.-I. [3 ]
机构
[1] Dept. of Chemistry, Interdisciplinary Graduate School of Science and Engineering, Shimane University
[2] Dept. of Architecture, Faculty of Engineering, Tokyo University of Science
来源
关键词
Carbonation; Concrete; Fire-damage investigation; Heated temperature; Moisture content; Phenolphthalein;
D O I
10.3130/aijs.89.489
中图分类号
学科分类号
摘要
Using of phenolphthalein solutions in fire-damaged concrete was investigated, leading to the following conclusions. 1. Traditionally, colorless areas appeared after spraying waterless phenolphthalein solution on fire-affected concrete, thought to be above 500°C. However, these areas were actually dry regions exposed to temperatures over 150°C. 2. Even in aged concrete structure undergoing carbonation and drying over time, it was determined that the use of a waterless PP solution enables the identification of areas experiencing temperatures above 150°C. 3. By using water-containing PP solution, the thermal decomposition range of CaCO3 where was heated above 600°C can be identified. © 2024 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:489 / 500
页数:11
相关论文
共 50 条
  • [41] STUDY ON THE FORECASTING OF SURPLUS SERVICE LIFE OF CARBONATION IN FIRE-DAMAGED CONCRETE STRUCTURE
    Yu, Zhi-Wu
    Zi, Wei
    Liu, Xiao-Jie
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 1385 - 1388
  • [42] Strengthening of Fire-Damaged Reinforced Concrete Short Columns Using GFPPECC Composites
    P. Bhuvaneshwari
    K. Saravana Raja Mohan
    Arabian Journal for Science and Engineering, 2020, 45 : 8619 - 8632
  • [43] Strengthening of Fire-Damaged Reinforced Concrete Short Columns Using GFPPECC Composites
    Bhuvaneshwari, P.
    Mohan, K. Saravana Raja
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2020, 45 (10) : 8619 - 8632
  • [44] Estimation of Heating Temperature for Fire-Damaged Concrete Structures Using Adaptive Neuro-Fuzzy Inference System
    Kang, Hyun
    Cho, Hae-Chang
    Choi, Seung-Ho
    Heo, Inwook
    Kim, Heung-Youl
    Kim, Kang Su
    MATERIALS, 2019, 12 (23)
  • [45] Assessment of a fire-damaged concrete overpass: the Verona bus crash case study
    Felicetti, Roberto
    JOURNAL OF STRUCTURAL FIRE ENGINEERING, 2022, 13 (03) : 293 - 306
  • [46] A Parametric Study of Fire-Damaged Reinforced Concrete Columns under Lateral Loads
    Baghdadi, Mohamed
    Dimia, Mohamed S.
    Baghdadi, Djassem
    ENGINEERING TECHNOLOGY & APPLIED SCIENCE RESEARCH, 2022, 12 (05) : 9113 - 9119
  • [47] Determining burn degree of fire-damaged concrete constructions by thermoluminescence
    Pei, JX
    Han, Y
    Sun, XH
    CHINESE SCIENCE BULLETIN, 1997, 42 (21): : 1829 - 1833
  • [48] Determining burn degree of fire-damaged concrete constructions by thermoluminescence
    PEI Jingxian
    2. Henan Construction Institute
    Chinese Science Bulletin, 1997, (21) : 1829 - 1833
  • [49] Automated Estimation of Exposed Temperature and Strength Changing Ratio for Fire-Damaged Concrete Using Deep Learning Method
    Haciefendioglu, K.
    Akbulut, Y. E.
    Nayir, S.
    Basaga, H. B.
    Altunisik, A. C.
    EXPERIMENTAL TECHNIQUES, 2022, 46 (05) : 793 - 810
  • [50] Shear behaviour of fire-damaged reinforced-concrete beams
    Xing, Qiong
    Liao, Jiehong
    Chen, Zhi
    Huang, Wei
    MAGAZINE OF CONCRETE RESEARCH, 2020, 72 (07) : 357 - 364