第七章 結論與建議
第二節 建議
建議一
（建議主題）：立即可行建議 主辦機關：內政部建築研究所 協辦機關：內政部營建署
建議我國的硬固混凝土氯離子含量規範可採酸溶法進行，並將限制量訂為 0.4 kg/m3。但宜再經過鋼筋腐速率、結構物使用年限及對力學(含耐震)性能評估 方可確定。
第七章 研究結論與發現
建議二
（建議主題）：中長期性建議 主辦機關：內政部建築研究所 協辦機關：內政部營建署
建議未來建管與工程單位，在各建築物竣工送審時需於圖說上檢附混凝土配 比相關資訊。
建議三
（建議主題）：中長期性建議 主辦機關：內政部建築研究所 協辦機關：內政部營建署
建議內政部建研所未來可進行長久曝曬與含氯量對鋼筋混凝土構材劣化之 研究。
參考文獻
參考文獻
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附錄 1
量並比對與配比水泥
附錄 1
張大鵬
附錄 1 2. 國家標準中氯離子含量
測定法尚包括「吸光光 度分析氯離子含量及簡 易測定器法」，其含氯標 準與上述水溶性法及酸 溶性法之差異性如何？
3. 按照初步研究結論，新 拌混凝土的氯離子含量 較硬固混凝土者為高，
此與國家標準相符，若 長久曝曬於空氣中之硬 固混凝土，則又如何？
含氯量要多少才會致使 構材劣化？
般常用的電位滴定法功 能相同均為氯離子含量 分析方法。
3. 長久曝曬於空氣中之硬 固混凝土與本身孔隙結 構與氯離子擴散係數有 關。含氯量要多少才會致 使構材劣化並非本計畫 研究範圍，因此相關資訊 將 以 文 獻 整 理 方 式 呈 現，並建議未來建研所可 規劃相關研究課題。
附錄 2
3. 建議可參考當初經濟部
0.1，0.2，0.3，0.4 kg/m3 之氯離子，再以水溶法
附錄 2
王亭復
附錄 2 量 0.4 kg/m3宜再經過
鋼筋腐速率、結構物使 用年限及對力學(含耐 震 ) 性 能 評 估 方 可 確 定 。 例 如 ACI-318 、 ACI-222 等均高此值。
本土性硬固混凝土氯離子含量標準與檢測方法之研究 出版機關：內政部建築研究所
電話：（02）89127890
地址：新北市新店市北新路三段 200 號 13 樓 網址：http://www.abri.gov.tw
編者：何明錦、楊仲家、卓世偉、薛凱元、江慶堂、翁詵涵 出版年月：100 年 12 月
版次：第 1 版
ISBN 978-986-03-0908-9 (平裝)