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再鹼化技術修復火害後鋼筋混凝土特性的影響

The Effect of Electrochemical Realkalisation Reparation on the Characteristics of Fired-Damaged Reinforced Concrete

摘要


本研究主要探討利用電化學再鹼技術的修復,對火害後普通強度及高強度兩種鋼筋混凝土性能,包括孔隙率、pH 值抗壓強度及粘結力的影響。電化學再鹼化技術使用1 mol/L之Na_2CO_3 及MgCl_2 水溶液,電流密度1.0 A/m^2,通電時間為7 天。結果顯示,火害後之鋼筋混凝土經本電化學再鹼化修復後,可提高混凝土內之pH值,以Na_2CO_3之效果優於MgCl_2;可降低混凝土的吸水率,MgCl_2 之效果優於Na_2CO_3。兩種電解質對提高火害後混凝土的抗壓強度及粘結力,均沒有顯著的改變。

並列摘要


This study investigated the characteristics of fire-damaged normal strength and high strength concretes after repaired by electrochemical realkalisation (ER). The characteristics included porosity, pH value of compressive strength and bond strength. ER was applied by using 1 mol/L Na_2CO_3 and 1 mol/L MgCl_2 solutions with a current density of 1 A/m^2 for 7 days. The results show that the pH value of fire-damaged concrete after repaired by ER can be raised, in which Na_2CO_3 is better than MgCl_2. For reducing water absorption of concrete, MgCl_2 is better than Na_2CO_3. The two electrolytes have no significant improvement on the compressive strength and bond strength of the fire-damaged concrete after repaired by ER.

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