第六章 結論與建議
第二節 建議
根據本案研究進行之後,提出立即可行建議及中長期建議。
建議一
建立現地監測混凝土收縮行為,提供解決開裂行為之對策:立即可行建議 主辦機關:內政部建築研究所
協辦機關:中華民國全國建築師公會、中國土木水利工程學會
早期混凝土收縮行為對於溫溼度的改變影響相當大,現地對於混凝土收縮行 為的監測並沒有較完善的制度,導致各式裂縫時常發生,若能對於現地監測各項 指標尋找出影響開裂的原因,能有效抑制裂縫的發生。
建議二
針對目前國內混凝土收縮行為制訂標準規範:中長期建議 主辦機關:內政部建築研究所
協辦機關:經濟部標準檢驗局
對於自體收縮及塑性收縮及環形試驗並未訂立出相關規範,若能參考國外規 範並考量國內情形制訂標準規範,對於評估混凝土收縮行為有相當大的助益。
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專家座談會議紀錄表
會 議 情 形
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117
開會時間:2014/1/22
開會地點:內政部建築研究所
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件下,高爐石粉用量可調高至 45%)
供參考。另收縮補償劑一注意使用 上限。
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附錄三
期中審查意見及回應
開會時間:2014/7/3
開會地點:內政部建築研究所
(p.38,39,40,51,52)。
改謝委員細心提醒,會予以
[27]、[19]、[20]、[14]、[18]。 改謝委員細心提醒,會予以 修正。
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附錄四
期末審查意見及回應
開會時間:2014/10/15
開會地點:內政部建築研究所
126 1000µ 降低至 100-200µ,具避免 裂縫之效益。
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27
建議將增設專章對防制技術部 分多做說明,並將試驗結果彙整成 總表。
將增設專章對防制技術部分 進行說明,並將試驗結果彙整成 總表。
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混凝土收縮開裂機理及防制技術之研究/黃然研究主持 出版機關:內政部建築研究所
電話:(02)89127890
地址:新北市新店區北新路 3 段 200 號 13 樓 網址:http://www.abri.gov.tw
編者:黃然、紀茂傑、林世堂、謝紹恒 出版年月:103 年 12 月
版(刷)次:初版
ISBN:978-986-04-2788-2 (平裝)