本研究主要探討箍筋對主筋腐蝕量測的影響。詴驗過程中以水灰比0.6之水泥砂漿分別製作含不同箍筋配置之詴體。接著，把養護28天的水泥砂漿詴體靜置於3.5%鹽水中並通電加速腐蝕，再於每日利用脈衝電流法、直流極化法與交流阻抗法量測腐蝕電流密度，進而計算鋼筋腐蝕速率與腐蝕量，最後與重量損失法所得的腐蝕量比較。研究結果顯示，脈衝電流法、直流極化法與交流阻抗法所量測的計算腐蝕量百分比低於實際腐蝕量百分比。就單根主筋而言，隨著腐蝕量的增加，量測結果越準確。就計算腐蝕量而言，脈衝電流法的結果與實際腐蝕量的差距在15倍以內，直流極化法的結果差距在200倍以內，交流阻抗法的結果差距在3倍以內。當箍筋接觸主筋時，箍筋腐蝕及總腐蝕量增加，若密集排列時，量測值更不精確。當箍筋遠離主筋時，量測值接近無箍筋詴體的結果。

This study explores the effects of stirrups on the reinforcement corrosion measurements in mortar. During the experiments, mortar specimens with w/c of 0.6 and embedded stirrups at different positions were prepared. The specimens were charged for accelerated corrosion in 3.5% salt water after cured in water for 28 days. The corrosion current densities were daily measured using the DC polarization, AC impedance and galvanostatic pulse to calculate the corrosion rate and the amount of corrosion, which was further compared with the actual weight loss. Results showed that the calculated weight loss was lower than the actual weight loss. In specimen with main bar only, the measurement was more accurate as the amount of corrosion increased. The ratio of the weight loss to the one measured was within 15 using galvanostatic pulse techniques, within 200 using DC polarization and within 3 using AC impedance. When the stirrups contacted the main bar, the total amount of corrosion increased because of the stirrup corrosion. When those stirrups were arranged tightly, the measurements were even inaccurate. However, when the stirrups were away from the main bar, the corrosion measurements of the specimens with stirrups were close to those with main bar only.

ASTM International (2008). Standard Specification for Portland Cement. ASTM C 143-08. West Conshohocken, PA, ASTM International.
ASTM International (2009). Standard Specification for Ready-Mixed Concrete. ASTM C 94-09. West Conshohocken, PA, ASTM International.
ASTM International (2009). Standard Test Method for Conducting Potentiodynamic Polarization Resistance Measurements. ASTM G 59-09. West Conshohocken, PA, ASTM International.
ASTM International (2009). Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete. ASTM C 876-09. West Conshohocken, PA, ASTM International.
ASTM International (2011). Standard Specification for Portland Cement. ASTM C150/C150M-11. West Conshohocken, PA, ASTM International.
ASTM International (2011). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate. ASTM C127-07. West Conshohocken, PA, ASTM International.
Broomfield, J. P. (1997). Corrosion of steel in concrete : understanding, investigation and repair. London, UK, E & FN Spon.
Brousseau, R. and McCarter, W. J. (1990). "The A.C. response of hardened cement paste." Cement and Concrete Research 20(6): 891-900.
Fontana, M. G. (1986). Corrosion engineering. New York, NY, McGraw-Hill.
Ford, S. J., Shane, J. D. and Mason, T. O. (1998). "Assignment of features in impedance spectra of the cement-paste/steel system." Cement and Concrete Research 28(12): 1737-1751.
Germann Instruments A/S (2012). GalvaPluse GP-5000 Instruction and Maintenance Manual. Copenhagen, Denmark., Germann Instruments A/S.
Jones, D. A. (1996). Principles and prevention of corrosion. Upper Saddle River, NJ, Prentice Hall.
Mehta, P. K. (1986). Concrete : structure, properties and materials. NJ, Prentice-Hall.
Newton, C. J. and Sykes, J. M. (1988). A Galvanostatic pulse technique for investigation of steel corrosion in concrete. Corrosion Science. 28: 1051-1074.
Oskar Klinghoffer, C. E. (2000). "Rebar Corrosion Rate Measurements for Service Life Estimates." Force Institute, Copenhagen, Denmark: 4-13.
Oskar Klinghoffer, M. S. (1995). "In situ monitoring of reinforcement corrosion by means of eletrochemical methods." FORCE Institute, Park Allé 345,DK-2605 Brndby, Denmark: 5-7.
Qiao, G. and Ou, J. (2007). "Corrosion monitoring of reinforcing steel in cement mortar by EIS and ENA." Electrochimica Acta 52(28): 8008-8019.
Rodriguez, P., Ramirez, E. and Gonzalez, J. A. (1994). "Methods for studying corrosion in reinforced concrete." Cement and Concrete Research 46(167): 81-90.
Smith, William F. (2002). 材料科學與工程. 台北市, 高立圖書有限公司.
Stern, M. (1958). "A mehtod for determining corrosion rates from linear polarization data." Corrosion 14(9): 60-64.
Uhlig, H. H. and Revie, R. W. (1985). Corrosion and corrosion control : an introduction to corrosion science and engineering. New York, NY, Wiley.
中國土木水利工程學會 (2012). 混凝土工程設計規範與解說(土木401-96). 台北市, 科技圖書公司: E-8.
王鼎智 (2002). 氯離子在不同混凝土裂縫型式下之傳輸與對鋼筋腐蝕影響之研究. 台南市, 國立成功大學土木工程學系. 碩士論文: 10-11.
王繼敏 (1990). 不銹鋼與金屬腐蝕. 台北市, 科技圖書股份有限公司.
吳靖賢 (2013). 影響混凝土中鋼筋腐蝕量測之因子探討. 台北市, 國立台灣科技大學營建工程系. 碩士論文: 41.
沈得縣 (1993). 混凝土配比設計與品質管制. 台北市, 台北市政府公務人員訓練中心.
林金面 (2005). 工程材料. 台北市, 文笙書局股份有限公司.
林建宏, 陳君弢, 歐昱辰, 邱建國, 葉勁宏 (2012). 梁主筋腐蝕位置對桿件韌性行為的影響. 新北市, 內政部建築研究所.
柯賢文 (2012). 腐蝕及其防制. 台北市, 全華圖書股份有限公司: 5-75.
紀茂傑 (2002). 混凝土耐久性影響因素及評估方法之研究. 基隆市, 國立海洋大學河海工程學系. 博士論文: 20-22.
梁明德 (1997). 鋼筋混凝土橋梁腐蝕及使用年限之研究. 台北市, 財團法人中興工程顧問社: p6.
陳君弢 (2013). 以電化學法量測混凝土中鋼筋腐蝕劣化之研究. 台北市, 內政部建築研究所.
陳冠霖 (2007). 添加矽灰與飛灰對鋼筋混凝土腐蝕行為影響之研究. 基隆市, 國立臺灣海洋大學材料工程研究所. 碩士論文: 10-11.
黃兆龍 (1990). 混凝土鋼筋腐蝕性質與行為探討. 台北市, 鋼筋混凝土結構物防蝕技術研討會: 1-49.
黃兆龍 (1995). 反覆載重下單筋混凝土樑之鋼筋腐蝕機理研究(III). 台北市, 行政院國家科學委員會.
邱英嘉, (1992). 鋼筋混凝土性質影響腐蝕行為之研究. 台北市, 國立台彎科技大學營建工程技術研究所. 碩士論文.
黃然, 楊仲家, 張正忠 (1995). 腐蝕混凝土梁構件力學行為之研究. 基隆市, 國立海洋大學河海工程學系. 碩士論文.
蕭如芳 (2002). 以應力波探討混凝土表面影響及輕質混凝土工程性質. 台北市, 國立台灣科技大學營建工程學系. 碩士論文.
謝吉昌 (2004). 電化學法檢測混凝土中鋼筋腐蝕之研究, 屏東科技大學土木工程系. 碩士論文.
鮮祺振 (1995). 金屬腐蝕及其控制(增訂本), 台北市, 財團法人徐氏基金會. 科學圖書大庫.
蘇勇誠 (2008). 電化學技術在鋼筋腐蝕檢測之比較研究. 屏東, 屏東科技大學土木工程系所. 碩士論文.