透過您的圖書館登入
IP:3.131.110.169
  • 學位論文

混凝土內鋼筋腐蝕與氯離子濃度之研究

A Study on Chloride Content for Corrosion of Reinforcing Steel in Concrete

指導教授 : 詹穎雯

摘要


本研究係透過調整水膠比(0.35、0.45、0.55、0.65),及數種卜作嵐材料添加率(飛灰取代水泥10%、20%、30%;爐石取代水泥15%、30%、50%),以探討不同的配比對混凝土耐久性之影響;利用Salt Ponding Test模擬試體曝露於氯鹽環境的情況,藉以觀察混凝土抵抗氯離子入侵,進而使鋼筋免受腐蝕危害的能力。而判斷混凝土內鋼筋的腐蝕狀況是使用美國James儀器公司製作的 Gecor 8 腐蝕電流儀進行試驗;量測鋼筋的腐蝕電流密度、腐蝕電位與混凝土電阻係數,作鋼筋腐蝕趨勢的一直接指標;並對試體進行抗壓強度試驗、氯離子含量滴定試驗及酸鹼滴定試驗,以作為混凝土對鋼筋保護程度之參考。

並列摘要


The subject of the thesis is to study the effect of different mix proportion on the durability of concrete through setting several w/b ratio (0.35, 0.45, 0.55, 0.65) and pozzolanic material substitution (fly ash replaces cement for 10%, 20%, 30%; slag replaces cement for 15%, 30%, 50%). Salt ponding test was conducted to simulate the situation of exposure to chloride of specimen, and to judge the ability of concrete of resisting chloride permeation and the capability of protecting reinforcing steel from corrosion. Besides, Gecor 8, made by James Instruments, was used to determine the corrosion trend of the reinforceing steel in concrete by measuring the corrosion rate, corrosion potential and electrical resistance. Furthermore, concrete compressive strength test, chloride ion content titration and acid-base titration were conducted to judge the degree of reinforcing steel protection by concrete.

參考文獻


[44] 林建宏(詹穎雯指導),「爐石混凝土水中磨耗性質研究」,碩士論文,國立台灣大學土木工程研究所,民國九十三年七月。
[2] M. Pourbaix, “Atlas of Electrochemical Equilibria in Aqueous Solutions”, Pergamon Press, N.Y., 1966.
[5] Rasheeduzzafar, S. Ehtesham Hussain, S.S. Al-Saadoun, “Effect of cement composition on corrosion of reinforcing steel in concrete”, Cement and Concrete Research, No.21, pp.777-794, 1991.
[7] C. Alonso, C. Andrade, M. Castellote, P. Castro, “Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar”, Cement and Concrete Research, Vol. 33, Iss.7 , pp.1487-1490, 2000.
[9] P. Lambert, C. L. Page, P. R. W. Vassie, “Investigation of reinforcement corrosion. Electrochemical monitoring of steel in chloride contaminated concrete”, Mater Struct, Vol. 24, pp.351-358, 1991.

被引用紀錄


許祖祐(2017)。具工作應力裂縫之鋼纖維混凝土梁鹽霧加速劣化後力學行為實驗設計〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201702335
何郁姍(2016)。藉由貯鹽試驗及鹽霧加速劣化試驗探討高強度混凝土添加鋼纖維之耐久性〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201602404

延伸閱讀