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系統識別號 U0026-1009201912175700
論文名稱(中文) 高性能混凝土之抗壓強度與耐久性
論文名稱(英文) Compressive strength and durability of high performance concrete
校院名稱 成功大學
系所名稱(中) 土木工程學系碩士在職專班
系所名稱(英) Department of Civil Engineering (on the job class)
學年度 107
學期 2
出版年 108
研究生(中文) 楊淑雯
研究生(英文) Shu-Wen Yang
學號 N67061043
學位類別 碩士
語文別 中文
論文頁數 67頁
口試委員 指導教授-洪崇展
口試委員-黃忠信
口試委員-楊士賢
中文關鍵字 高性能混凝土  耐久性  表面電阻率 
英文關鍵字 High Performance Concrete(HPC)  durability  surface resistivity 
學科別分類
中文摘要 高性能混凝土(High Performance Concrete, 簡稱HPC)已發展超過20年,國內的產官學界已有多年研究,而本研究已成功突破更低之水膠比(W/B=0.21)。本研究為了結合高韌性纖維混凝土(Engineered Cementitious Composites, 簡稱ECC)和高性能混凝土之特性,選用國內本土化材料製作圓柱試體。
本研究旨在探討添加高卜作嵐含量組成材料對高性能混凝土性質之影響,實驗調整粉料中水泥與爐石粉之含量,進而討論卜作嵐材料性質與力學性質、耐久性之關係。
本實驗分為兩部份,第一部份為力學性質,測定不同配比之卜作嵐材料含量於高性能混凝土的抗壓強度,探討不同養護齡期(12小時、1天、3天、7天、14天、28天、60天、120天、210天)進行抗壓強度試驗對混凝土強度的發展情形;第二部份為混凝土表面電阻率之量測試驗,探討不同養護齡期養護齡期(3天、14天、28天、60天、120天、210天)進行混凝土表面電阻率試驗對混凝土耐久性之優劣性,藉以判斷高性能混凝之力學性質與耐久性。
研究結果顯示HPC 1、HPC 2於齡期28天之抗壓強度均超過80MPa;於齡期60天之混凝土表面電阻率均超過20 kΩ-cm;抗壓強度與表面電阻率線性迴歸關係相關係數R² > 0.90,兩組配比具有良好之關聯性。
英文摘要 High Performance Concrete (HPC) has been developed for more than 20 years. It has been studied for many years in the domestic industry, and this research has successfully broken the lower water-to-binder ratio (W/B=0.21). In order to combine the characteristics of Engineered Cementitious Composites (ECC) and high-performance concrete, this study used domestically produced materials to make cylindrical specimens.
The purpose of this study was to investigate the effect of adding high-concentration materials on the properties of high-performance concrete, and to adjust the content of cement and hearth powder in the powder, and to discuss the relationship between the properties of the material and mechanical properties and durability.
The experiment is divided into two parts. The first part is the mechanical properties. The compressive strength of the high-performance concrete is determined by different ratios of the materials. The different curing ages (12 hours, 1 day, 3 days, 7 days) are discussed. , 14 days, 28 days, 60 days, 120 days, 210 days) the development of concrete strength by compressive strength test; the second part is the measurement test of concrete surface resistivity to explore different ages of curing age (3 days, 14 days, 28 days, 60 days, 120 days, 210 days) The strength and inferiority of concrete surface resistivity test on concrete durability is used to judge the mechanical properties and durability of high performance coagulation.
The results show that the compressive strength of HPC 1 and HPC 2 at 28 days of age exceeds 80 MPa; the surface resistivity of concrete at 60 days of age exceeds 20 kΩ-cm; the correlation coefficient between linear regression of compressive strength and surface resistivity R2 > 0.90, the two groups have a good correlation.
論文目次 摘要 I
誌謝 VI
目錄 VIII
圖目錄 XI
表目錄 XIII
第一章 緒論 1
1.1 研究動機 1
1.2 研究目的 1
1.3 研究方法 2
第二章 文獻回顧 3
2.1 高性能混凝土之發展 3
2.2 高性能混凝土之組成材料 4
2.2.1 卜特蘭水泥 4
2.2.2 爐石粉 6
2.2.3 強塑劑 10
2.3 耐久性 12
2.3.1 氯離子快速滲透試驗 12
2.3.2 混凝土表面電阻率 13
第三章 實驗規劃 17
3.1 實驗架構 17
3.2 實驗材料 18
3.3 試體製作 20
3.3.1 配比 20
3.3.2 拌和程序 21
3.4 試驗方法與內容 22
3.4.1 圓柱壓力試驗 22
3.4.2 混凝土表面電阻率試驗 25
第四章 試驗結果 28
4.1 混凝土圓柱試體抗壓強度試驗 28
4.1.1 各齡期之抗壓強度 30
4.1.2 抗壓強度之探討 32
4.2 混凝土表面電阻率試驗 34
4.2.1 各齡期之混凝土表面電阻率 35
4.2.2 混凝土表面電阻率之探討 37
4.3 抗壓強度與表面電阻率之關聯 39
4.4 HPC之成本分析 41
第五章 結論與建議 45
5.1 結論 45
5.2 建議 45
參考文獻 47
參考文獻 1.戴艾珍, 高韌性泡沫纖維混凝土, in 土木工程系. 2018, 國立成功大學: 台南市.
2.洪暄惠, 高爐石高韌性纖維混凝土(ECC)之開發與自癒合研究, in 土木工程學系. 2016, 國立中央大學: 桃園縣.
3.沈永年、王和源、林仁益、郭文田, 混凝土技術, ed. 4. 2011: 全華書局.
4.馮乃謙, 高性能混凝土. China Academic Journal, 1993. 2.
5.蕭江碧, 混凝土耐久性試驗研究 : 氯離子滲入深度(速率)之探討. 內政部建築研究所研究報告. 2004: 內政部建築研究所.
6.Hung, C.-C. and S. El-Tawil, Hybrid Rotating/Fixed-Crack Model for High-Performance Fiber-Reinforced Cementitious Composites. ACI Materials Journal, 2010. 107(6).
7.Hung, C.-C. and S. El-Tawil, Seismic behavior of a coupled wall system with HPFRC materials in critical regions. Journal of Structural Engineering, 2011. 137(12): p. 1499-1507.
8.Hung, C.-C. and C.-Y. Chueh, Cyclic behavior of UHPFRC flexural members reinforced with high-strength steel rebar. Engineering Structures, 2016. 122: p. 108-120.
9.Hung, C.-C. and W.-G. Yau, Vulnerability evaluation of scoured bridges under floods. Engineering Structures, 2017. 132: p. 288-299.
10.Hung, C.-C., Y.-F. Su, and H.-H. Hung, Impact of natural weathering on medium-term self-healing performance of fiber reinforced cementitious composites with intrinsic crack-width control capability. Cement and Concrete Composites, 2017. 80: p. 200-209.
11.Hung, C.-C., F.-Y. Hu, and C.-H. Yen, Behavior of slender UHPC columns under eccentric loading. Engineering Structures, 2018. 174: p. 701-711.
12.Hung, C.-C. and F.-Y. Hu, Behavior of high-strength concrete slender columns strengthened with steel fibers under concentric axial loading. Construction and Building Materials, 2018. 175: p. 422-433.
13.ACI, ACI concrete terminology. ACI CT-13, 2013.
14.Committee, A. and I.O.f. Standardization. Building code requirements for structural concrete (ACI 318-08) and commentary. 2008. American Concrete Institute.
15.ASTM, C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 2019: USA.
16.黃兆龍, 卜作嵐混凝土使用手冊. 2007, 臺北市: 科技圖書股份有限公司.
17.CNS, CNS 61 卜特蘭水泥 Portland cement. 2011
經濟部標準檢驗局: 臺灣.
18.CNS, CNS 12223 水淬高爐爐碴Granulated (Water quenched) blast furnace slag. 2013, 經濟部標準檢驗局: 臺灣.
19.行政院公共工程委員會, 公共工程高爐石混凝土使用手冊. 2001: 行政院公共工程委員會.
20.洪文方, 普通水泥中添加高爐熟料之影響. 1985, 國立台灣工業技術學院: 臺北市.
21.經濟部標準檢驗局, 預拌混凝土相關國家標準彙編. 1993, 中華民國國家標準.
22.CNS, CNS 12549 混凝土及水泥砂漿用水淬高爐爐碴粉Ground granulated blast-furnace slag for use in concrete and mortars. 2015, 經濟部標準檢驗局: 臺灣.
23.ACI, ACI 233R-03 Slag Cement in Concrete and Mortar. 2003.
24.Mather, B. Laboratory tests of Portland blast-furnace slag cements. in Journal Proceedings. 1957.
25.Thomas, A. Metallurgical and slag cements, the indispensable energy savers. in General Practices, IEEE Cement Industry 21 Technical Conference. 1979.
26.Mary, M., Preparation du Ciment du Latier par Voie
Humide le Proces Trief et Son Aplication au Barrage de
Bort-les-orgues. 1951, Annales de l'institute technique du Batiment et des travaux publiques.
27.Talling, B. and J. Brandstetr, Present state and future of alkali-activated slag concretes. Special Publication, 1989. 114: p. 1519-1546.
28.Hogan, F. and J. Meusel, Evaluation for durability and strength development of a ground granulated blast furnace slag. Cement, Concrete and Aggregates, 1981. 3(1): p. 40-52.
29.Lewis, D.W. History of slag cements. in University of Alabama Slag Cement Seminar, American Slag Association. 1981.
30.Solomon, C., Slag-Iron and Steel. BuMines Mineral Yearbook, 1991. 1.
31.Hirata, T., Cement dispersant. JP Patent, 1981. 84(2022): p. S59-018338.
32.Lim, G.-G., et al., Slump loss control of cement paste by adding polycarboxylic type slump-releasing dispersant. Cement and Concrete Research, 1999. 29(2): p. 223-229.
33.Plank, J., et al., Chemical admixtures — Chemistry, applications and their impact on concrete microstructure and durability. Cement and Concrete Research, 2015. 78: p. 81-99.
34.CNS, CNS 12283 混凝土用化學摻料Chemical admixtures for concrete. 2017, 經濟部標準檢驗局: 臺灣.
35.黃兆龍, 高性能混凝土理論與實務. 2003, 臺北市: 詹氏書局.
36.金伟良 and 赵羽习, 混凝土结构耐久性研究的回顾与展望. 浙江大学学报 (工学版), 2002. 36(4): p. 371-380.
37.Whiting, D., Rapid measurement of the chloride permeability of concrete. Public Roads, 1981. 45(3).
38.AASHTO, Standard method of test for electrical indication of concrete’s ability to resist chloride ion penetration. T277-07, 2007.
39.ASTM, ASTM C1202: Standard test method for electrical indication of concrete's ability to resist chloride ion penetration. 2012, ASTM International West Conshohocken, PA, USA.
40.CNS, CNS14795 混凝土抗氯離子穿透能力試驗法—通過電荷量表示法Method of test for electrical indication of concrete’s ability to resist chloride ion penetration. 2004, 經濟部標準檢驗局: 臺灣.
41.楊仲家、卓世偉、林志彥、鄒思宇、厲娓娓、周楷峻、江慶堂、高淑文, 快速氯離子穿透試驗於含飛灰爐石混凝土耐久性評估之研究. 2014.
42.饒正、陳桂清、柯正龍、張道光、林玲煥、羅建明、陳正義、林隆貞、何木火、李昭明, 港灣環境下高性能混凝土結構體之性質研究(三). 交通部運輸研究所港灣技術研究中心, 2000.
43.AASHTO, AASHTO T358-15 Standard Method of Test for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration. 2015: USA.
44.Proceq, resipod Operating Instructions Concrete Durability Testing. Switzerland.
45.Wenner, F., A method for measuring earth resistivity. Journal of the Washington Academy of Sciences, 1915. 5(16): p. 561-563.
46.ACI, ACI 228.1R-95: Report on Methods for Estimating In-Place Concrete Strength. 1995: USA.
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