臺灣博碩士論文加值系統

本文以廢棄紅磚、磁磚製成再生細粗、細粒料及粉料以不同比例取代天然粒料及水泥，拌製混凝土、水泥砂漿，探討再生料使用對混凝土、水泥砂漿之抗壓強度相對強度比、齡期28至91天之抗壓強度成長、高溫受熱後之抗壓強度降低百分比與由室溫加熱至不同高溫後抗壓強度變化、超音波速折減變化等之影響；以簡單非線性迴歸法建立高溫受熱後再生混凝土抗壓強度與溫度之迴歸曲線經驗式、高溫受熱後之抗壓強度折減率與溫度之迴歸曲線經驗式，並由抗壓強度及超音波速試驗值建立不同再生粒料取代比例混凝土抗壓強度與超音波速迴歸曲線、不同水灰比再生混凝土抗壓強度與超音波速迴歸曲線、不同高溫受熱後再生混凝土抗壓強度與超音波速迴歸曲線。
由試驗結果顯示再生紅磚、再生磁磚粗、細粒料混凝土、再生粉料水泥砂漿晚期之抗壓強度成長均較天然混凝土、天然水泥砂漿佳，再生紅磚、磁磚粗、細粒料使用對混凝土高溫受熱後抗壓強度影響不明顯。
由試驗結果顯示紅磚粗、細粒料再生混凝土高溫作用後超音波速折減量、百分比較天然混凝土高。再生磁磚粗粒料混凝土高溫受熱後超音波速較天然混凝土試驗值高，再生磁磚細粒料之使用對混凝土高溫受熱後超音波速折減影響則不明顯。
由迴歸分析顯示，相同紅磚再生粗粒料取代比例之混凝土抗壓強度與超音波速具高度相關性。不同水灰比之紅磚再生粒料混凝土抗壓強度與超音波速迴歸曲線因粗、細粒料含量不同，抗壓強度與超音波速相關性不高。高溫作後再生紅磚粗、細粒料混凝土抗壓強度與超音波速具高度相關性。另相同磁磚再生粗、細粒料取代比例混凝土抗壓強度與超音波速俱高度相關性，不同取代比例對再生混凝土抗壓強度與超音波速相關性影響性小，高溫作後磁磚再生粗、細粒料混凝土抗壓強度與超音波速具高度相關性。

The purpose of this paper is to investigate the effect on the properties of recycled concrete and mortar with various percentages of natural coarse, fine aggregates and cement replaced by crushed construction brick and tile aggregates. To find the relative compressive strength ratio, the increase in compressive strength between 28-91 days The percentage of decrease in residual strength and the change on compressive strength and ultrasonic pulse velocity (UPV) after subjected to elevated temperatures of recycled concrete and mortar are performed. A simple regression method used to establish the regression equation of compressive strength and temperature of recycled concrete.
Experiment results revealed that the development of long-term strength of recycled concrete and mortar is better than that of the natural concrete and mortar. The use of brick coarse and fine aggregate affects the compressive strength slightly.
Experiment results revealed that the reduction of UPV of recycled concrete with coarse and fine brick aggregate is higher than that of natural concrete. The UPV of recycled concrete with coarse tile aggregate is higher than that of natural concrete. The use of tile fine aggregate affects the UPV slightly.
Regression analysis results revealed that the compressive strength and UPV of recycled concrete with the same coarse brick aggregate replacement had a high relevance. The recycled concrete with various water to cement ratio had a low relevance due to the content of aggregate. The analysis results revealed that the residual strength and residual UPV of recycled concrete with the coarse or fine brick aggregate had a high relevance after elevated temperatures exposure. Experimental results revealed that the compressive strength and UPV of recycled concrete with the same coarse tile aggregate replacement had a high relevance. The replacement of tile affects the regression slightly. The residual strength and residual UPV of recycled concrete with the coarse or fine tile aggregate had a high relevance after elevated temperatures exposure.

中英文摘要．．．．．．．．．．．．．．．．．．．．．．．．．．． Ⅰ
目錄．．．．．．．．．．．．．．．．．．．．．．．．．．．．． Ⅱ
表目錄．．．．．．．．．．．．．．．．．．．．．．．．．．．． Ⅵ
圖目錄．．．．．．．．．．．．．．．．．．．．．．．．．．．． VII
第一章 緒論
1.1研究背景．．．．．．．．．．．．．．．．．．．．． 1
1.2研究範圍．．．．．．．．．．．．．．．．．．．．． 1
1.3論文章節．．．．．．．．．．．．．．．．．．．．． 2
第二章 文獻回顧
2.1再生混凝土．．．．．．．．．．．．．．．．．．．． 3
2.2磚類粒料再生混凝土．．．．．．．．．．．．．．．． 3
2.3水泥漿體之高溫效應．．．．．．．．．．．．．．．． 5
2.4混凝土粒料之高溫效應．．．．．．．．．．．．．．． 5
2.5混凝土之高溫效應．．．．．．．．．．．．．．．．． 5
2.6混凝土之超音波速．．．．．．．．．．．．．．．．． 7
2.7混凝土抗壓強度與超音波速度關係．．．．．．．．．． 8
2.8小結．．．．．．．．．．．．．．．．．．．．．．． 9
第三章 試驗規劃與迴歸分析
3.1試驗材料．．．．．．．．．．．．．．．．．．．．．23
3.1.1再生紅磚粗、細粒料混凝土．．．．．．．．．．23
3.1.2再生磁磚粗、細粒料混凝土．．．．．．．．．．23
3.1.3再生紅磚、磁磚水泥砂漿．．．．．．．．．．．23
3.2試驗變數規劃．．．．．．．．．．．．．．．．．．．23
3.2.1再生混凝土、水泥砂漿之抗壓強度與超音波速值．23
3.2.2再生混凝土、水泥砂漿之高溫試驗．．．．．．．24
3.3試體製作．．．．．．．．．．．．．．．．．．．．．24
3.3.1混凝土圓柱試體．．．．．．．．．．．．．．．24
3.3.2水泥砂漿方形試體．．．．．．．．．．．．．．25
3.4試驗原理與方法．．．．．．．．．．．．．．．．．．25
3.4.1超音波試驗原理與方法．．．．．．．．．．．．25
3.4.2超音波速試驗儀器．．．．．．．．．．．．．．25
3.4.3超音波試驗步驟．．．．．．．．．．．．．．．26
3.4.4抗壓強度試驗．．．．．．．．．．．．．．．．26
3.4.5高溫試驗．．．．．．．．．．．．．．．．．．26
3.5迴歸分析．．．．．．．．．．．．．．．．．．．．．27
3.5.1簡單迴歸．．．．．．．．．．．．．．．．．．27
3.5.2簡單線性迴歸評估．．．．．．．．．．．．．．28
3.5.3非線性迴歸原理．．．．．．．．．．．．．．．28
第四章 紅磚再生粒料混凝土試驗結果分析與討論
4.1紅磚再生粗粒料混凝土．．．．．．．．．．．．．．．39
4.1.1紅磚再生粗粒料混凝土之抗壓強度．．．．．．．39
4.1.2紅磚再生粗粒料混凝土高溫受熱之抗壓強度．．．39
4.1.3紅磚再生粗粒料混凝土之超音波速值．．．．．．40
4.2紅磚再生細粒料混凝土．．．．．．．．．．．．．．．41
4.2.1紅磚再生細粒料混凝土之抗壓強度．．．．．．．41
4.2.2紅磚再生細粒料混凝土高溫受熱之抗壓強度．．．42
4.2.3紅磚再生細粒料混凝土之超音波速值．．．．．．43
4.3紅磚再生粉料水泥砂漿．．．．．．．．．．．．．44
4.3.1紅磚再生粉料水泥砂漿之抗壓強度．．．．．．．44
4.3.2紅磚再生粉料水泥砂漿高溫受熱之抗壓強度．．．44
4.3.3紅磚再生粉料水泥砂漿之超音波速值．．．．．．45
第五章 磁磚再生粒料混凝土試驗結果分析與討論
5.1磁磚再生粗粒料混凝土．．．．．．．．．．．．．88
5.1.1磁磚再生粗粒料混凝土之抗壓強度．．．．．．．88
5.1.2磁磚再生粗粒料混凝土高溫受熱之抗壓強度．．．88
5.1.3磁磚再生粗粒料混凝土之超音波速值．．．．．．89
5.2磁磚再生細粒料混凝土．．．．．．．．．．．．．90
5.2.1磁磚再生細粒料混凝土之抗壓強度．．．．．．．90
5.2.2磁磚再生細粒料混凝土高溫受熱之抗壓強度．．．91
5.2.3磁磚再生細粒料混凝土之超音波速值．．．．．．91
5.3磁磚再生粉料水泥砂漿．．．．．．．．．．．．．93
5.3.1磁磚再生粉料水泥砂漿之抗壓強度．．．．．．．93
5.3.2磁磚再生粉料水泥砂漿高溫受熱之抗壓強度．．．93
5.3.3磁磚再生粉料水泥砂漿之超音波速值．．．．．．94
第六章 結論與建議
6.1結論．．．．．．．．．．．．．．．．．．．．．137
6.1.1紅磚再生料混凝土．．．．．．．．．．．．．．137
6.1.2磁磚再生料混凝土．．．．．．．．．．．．．．137
6.2建議．．．．．．．．．．．．．．．．．．．．．138
參考文獻．．．．．．．．．．．．．．．．．．．．．139
表3-1紅磚再生粗粒料混凝土粒料物理性質．．．．．．．．．．．．．．．． 31
表3-2紅磚再生細粒料混凝土粒料物理性質．．．．．．．．．．．．．． ．31
表3-3磁磚再生粗粒料混凝土粒料物理性質．．．． ．．．．．．．．．．．32
表3-4磁磚再生細粒料混凝土粒料物理性質．．．．．．．．．．．．． ．．32
表3-5再生粉料水泥砂漿細粒料物理性質．．．．．．．．．．．．．．． ．32
表3-6 紅磚再生粉料化學成分．．．．．．．．．．．．．．．．．．．．．33
表3-7 磁磚再生粉料化學成分．．．．．．．．．．．．．．．．．．．．．34
表3-8 紅磚再生粗粒料混凝土配比設計表．．．．．．．．．．．．．．．．35
表3-9 紅磚再生細粒料混凝土配比設計表．．．．．．．．．．．．．．．．35
表3-10 磁磚再生粗粒料混凝土配比設計．．．．．．．．．．．．．．． ．36
表3-11 磁磚再生細粒料混凝土配比設計．．．．．．．．．．．．．．．．．36
表3-12 紅磚再生粉料水泥砂漿配比設計表．．．．．．．．．．．．．．．．37
表3-13 磁磚再生粉料水泥砂漿配比設計．．．．．．．．．．．．．．．．．37
圖3-1 試驗規劃流程圖．．．．．．．．．．．．． ．．．．．．．．．．30
圖3-2 超音波速直接量測示意圖 ．．．．．．．．．．．．． ．．．．．．38
圖3-3 ASTM E119標準溫度時間加熱曲線 ．．．．．．．． ．．．．．．38
圖4-1 紅磚再生粗粒料混凝土抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．．47
圖4-2 紅磚再生粗粒料混凝土抗壓強度相對強度比(a)28 days, (b)91 days．．．48
圖4-3 紅磚再生粗粒料混凝土高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．．49
圖4-4 紅磚再生粗粒料混凝土高溫受熱後之抗壓強度降低百分比(a)w/c=0.4,
(b) w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．50
圖4-5 紅磚再生粗粒料混凝土高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4,
(b) w/c=0.6．．．．．．． ．．．．．．．．．．．．．．．．．．51
圖4-6 紅磚再生粗粒料混凝土高溫受熱後抗壓強度折減率迴歸曲線(a)w/c=0.4, (b)w/c=0.6．．．．．． ．．．．．．．．．．．．．．．．．．．．52
圖4-7 紅磚再生粗粒料混凝土超音波速(a)w/c=0.4, (b)w/c=0.6．．．．．．．．53
圖4-8 紅磚再生粗粒料混凝土高溫受熱後之超音波速(a)w/c=0.4, (b)w/c=0.6． 54
圖4-9 紅磚再生粗粒料混凝土齡期28至91天之抗壓強度成長．．．．．．． 55
圖4-10 溫度25-105℃紅磚再生粗粒料混凝土抗壓強度成長．．．．．．．．55
圖4-11 溫度25-300℃紅磚再生粗粒料混凝土抗壓強度成長．．．．．．．．．55
圖4-12 溫度25-440℃紅磚再生粗粒料混凝土抗壓強度折減．．．．．．．．．56
圖4-13 溫度25-580℃紅磚再生粗粒料混凝土抗壓強度折減．．．．．．． ．56
圖4-14 溫度25-800℃紅磚再生粗粒料混凝土抗壓強度折減．．．．．．．． 56
圖4-15 溫度25-300℃紅磚再生粗粒料混凝土超音波速折減．．．．．．．．．57
圖4-16 溫度25-440℃紅磚再生粗粒料混凝土超音波速折減．．．．．．．．．57
圖4-17 溫度25-580℃紅磚再生粗粒料混凝土超音波速折減．．．．．．．．．57
圖4-18 溫度25-800℃紅磚再生粗粒料混凝土超音波速折減．．．．．．．．．58
圖4-19 不同紅磚再生粗粒料取代比例混凝土抗壓強度與超音波速回歸曲線． 58圖4-20 不同水灰比紅磚再生粗粒料混凝土抗壓強度與超音波速迴歸曲線．．．59
圖4-21 高溫受熱後紅磚再生粗粒料混凝土抗壓強度與超音波數迴歸曲線．．．60
圖4-22 紅磚再生細粒料混凝土抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．．61
圖4-23 紅磚再生細粒料混凝土抗壓強度相對強度比(a)28 days, (b)91 days．．．62
圖4-24 紅磚再生細粒料混凝土高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．63
圖4-25 紅磚再生細粒料混凝土高溫受熱後之抗壓強度降低百分比(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．64
圖4-26紅磚再生細粒料混凝土高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4, (b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．65
圖4-27紅磚再生細粒料混凝土高溫受熱後之抗壓強度折減率迴歸曲線(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．66
圖4-28 紅磚再生細粒料混凝土超音波速(a)w/c=0.4, (b)w/c=0.6．．．．．．．67
圖4-29紅磚再生細粒料混凝土高溫受熱後之超音波速(a)w/c=0.4, (b)w/c=0.6．．．68
圖4-30 紅磚再生細粒料混凝土齡期28至91天之抗壓強度成長．．．．．．．69
圖4-31 溫度25-105℃紅磚再生細粒料混凝土抗壓強度成長．．．．． ．．．69
圖4-32 溫度25-300℃紅磚再生細粒料混凝土抗壓強度成長．．．．．．．．．69
圖4-33 溫度25-440℃紅磚再生細粒料混凝土抗壓強度成長．．．．．．．．．70
圖4-34 溫度25-580℃紅磚再生細粒料混凝土抗壓強度折減．．．．．．．．．70
圖4-35 溫度25-800℃紅磚再生細粒料混凝土抗壓強度折減．．．．．．．．．70
圖4-36 溫度25-300℃紅磚再生細粒料混凝土超音波速折減．．．．．．．．71
圖4-37 溫度25-440℃紅磚再生細粒料混凝土超音波速折減．．．．．．．．71
圖4-38 溫度25-580℃紅磚再生細粒料混凝土超音波速折減．．．．．．．．71
圖4-39 溫度25-800℃紅磚再生細粒料混凝土超音波速折減．．．．．．．．72
圖4-40 不同紅磚再生細粒料取代比例混凝土抗壓強度與超音波速迴歸曲線．．72
圖4-41 不同水灰比紅磚再生細粒料混凝土抗壓強度與超音波速迴歸曲線．．73
圖4-42 高溫受熱後紅磚再生細粒料混凝土抗壓強度與超音波數迴歸曲線． ．．74
圖4-43 紅磚再生粉料水泥砂漿抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．．．75
圖4-44 紅磚再生粉料水泥砂漿抗壓強度相對強度比(a)28 days, (b)91 day．．．76
圖4-45 紅磚再生粉料水泥砂漿高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．77
圖4-46 紅磚再生粉料水泥砂漿高溫受熱後之抗壓強度降低百分比(a)w/c=0.4,
(b)w/c=0.6) ．．．．．．．．． ．．．．．．．．．．．．．．．．78
圖4-47 紅磚再生粉料水泥砂漿高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4,
(b)w/c=0.6) ．．．．．．．．． ．．．．．．．．．．．．．．．．79
圖4-48紅磚再生粉料水泥砂漿高溫受熱後之抗壓強度折減率迴歸曲線(a)w/c=0.4,
(b)w/c=0.6) ．．．．．．．．． ．．．．．．．．．．．．．．．．80
圖4-49紅磚再生粉料水泥砂漿超音波速(a)w/c=0.4, (b)w/c=0.6．．．．．．．．81
圖4-50 紅磚再生粉料水泥砂漿高溫受熱後之超音波速(a)w/c=0.4, (b)w/c=0.6．
圖4-51 紅磚再生粉料水泥砂漿齡期28至91天之抗壓強度成長．．．．．．82
圖4-52 溫度25-105℃紅磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．．83
圖4-53 溫度25-300℃紅磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．．83
圖4-54 溫度25-440℃紅磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．．84
圖4-55 溫度25-580℃紅磚再生粉料水泥砂漿抗壓強度變化．．．．．．．．．84
圖4-56 溫度25-800℃紅磚再生粉料水泥砂漿抗壓強度折減．．．．．．．．85
圖4-57 溫度25-300℃紅磚再生粉料水泥砂漿超音波速折減．．．．．．．．85
圖4-58 溫度25-440℃紅磚再生粉料水泥砂漿超音波速折減．．．．．．．．85
圖4-59 溫度25-580℃紅磚再生粉料水泥砂漿超音波速折減．．．．．．．．86
圖4-60 溫度25-800℃紅磚再生粉料水泥砂漿超音波速折減．．．．．．．．86
圖4-61 不同紅磚再生粉料取代比例水泥砂漿抗壓強度與超音波速回歸曲線．．87
圖4-62 不同水灰比紅磚再生粉料水泥砂漿抗壓強度與超音波速迴歸曲線．．．．87
圖4-63 高溫受熱後紅磚再生粉料水泥砂漿抗壓強度與超音波數迴歸曲線．．．87
圖5-1 磁磚再生粗粒料混凝土抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．96
圖5-2 磁磚再生粗粒料混凝土抗壓強度相對強度比(a)28 days, (b)91 days．．．97
圖5-3磁磚再生粗粒料混凝土高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．．98
圖5-4 磁磚再生粗粒料混凝土高溫受熱後之抗壓強度降低百分比(a)w/c=0.4, (b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．99
圖5-5 磁磚再生粗粒料混凝土高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4, (b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．100
圖5-6磁磚再生粗粒料混凝土高溫受熱後之抗壓強度折減率迴歸曲線(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．． 101
圖5-7 磁磚再生粗粒料混凝土超音波速(a)w/c=0.4, (b)w/c=0.6．．．．．．．．102
圖5-8 磁磚再生粗粒料混凝土高溫受熱後之超音波速(a)w/c=0.4,(b)w/c=0.6．． 103
圖5-9 磁磚再生粗粒料混凝土齡期28至91天之抗壓強度成長．．．．． ．．104
圖5-10 溫度25-105℃磁磚再生粗粒料混凝土抗壓強度變化．．．．．．．．104
圖5-11 溫度25-300℃磁磚再生粗粒料混凝土抗壓強度折減．．．．．．．．104
圖5-12 溫度25-440℃磁磚再生粗粒料混凝土抗壓強度折減．．．．．．．．．105
圖5-13 溫度25-580℃磁磚再生粗粒料混凝土抗壓強度折減．．．．．．．．105
圖5-14 溫度25-800℃磁磚再生粗粒料混凝土抗壓強度折減．．．．．．．．．105
圖5-15 溫度25-300℃磁磚再生粗粒料混凝土超音波速折減．．．．．．．．．106
圖5-16 溫度25-440℃磁磚再生粗粒料混凝土超音波速折減．．．．．．．．106
圖5-17 溫度25-580℃磁磚再生粗粒料混凝土超音波速折減．．．．．．．．106
圖5-18 溫度25-800℃磁磚再生粗粒料混凝土超音波速折減．．．．．．．．．107
圖5-19 不同磁磚再生粗粒料取代比例混凝土抗壓強度與超音波速迴歸曲線．
圖5-20 不同水灰比磁磚再生粗粒料混凝土抗壓強度與超音波速迴歸曲線．．．108
圖5-21 高溫受熱後磁磚再生粗粒料混凝土抗壓強度與超音波數迴歸曲線．．．．．109
圖5-22 磁磚再生細粒料混凝土抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．110
圖5-23 磁磚再生細粒料混凝土抗壓強度相對強度比(a)28 days, (b)91 days．．．．．111
圖5-24 磁磚再生細粒料混凝土高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．112
圖5-25 磁磚再生細粒料混凝土高溫受熱後之抗壓強度降低百分比(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．113
圖5-26 磁磚再生細粒料混凝土高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4)
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．114
圖5-27磁磚再生細粒料混凝土高溫受熱後之抗壓強度折減率迴歸曲線(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．115
圖5-28 磁磚再生細粒料混凝土超音波速(a)w/c=0.4, (b)w/c=0.6．．．．．．．．．．．．116
圖5-29 磁磚再生細粒料混凝土高溫受熱後之超音波速(a)w/c=0.4, (b)w/c=0.6．117
圖5-30 磁磚再生細粒料混凝土齡期28至91天之抗壓強度成長．．．．．．118
圖5-31 溫度25-105℃磁磚再生細粒料混凝土抗壓強度變化．．．．．．．．118
圖5-32 溫度25-300℃磁磚再生細粒料混凝土抗壓強度變化．．．．．．．．18
圖5-33 溫度25-440℃磁磚再生細粒料混凝土抗壓強度折減．．．．．．．．119
圖5-34 溫度25-580℃磁磚再生細粒料混凝土抗壓強度折減．．．．．．．．119
圖5-35 溫度25-800℃磁磚再生細粒料混凝土抗壓強度折減．．．．．．．．．119
圖5-36 溫度25-300℃磁磚再生細粒料混凝土超音波速折減．．．．．．．．．120
圖5-37 溫度25-440℃磁磚再生細粒料混凝土超音波速折減．．．．．．．．．120
圖5-38 溫度25-580℃磁磚再生細粒料混凝土超音波速折減．．．．．．．120
圖5-39 溫度25-800℃磁磚再生細粒料混凝土超音波速折減．．．．．．． ．121
圖5-40 不同磁磚再生細粒料取代比例混凝土抗壓強度與超音波速迴歸曲線．．121
圖5-41 不同水灰比磁磚再生細粒料混凝土抗壓強度與超音波速迴歸曲線．．．．122
圖5-42 高溫受熱後磁磚再生細粒料混凝土抗壓強度與超音波數迴歸曲線．．．．．123
圖5-43 磁磚再生粉料水泥砂漿抗壓強度(a)w/c=0.4, (b)w/c=0.6．．．．．．．．124
圖5-44 磁磚再生粉料水泥砂漿抗壓強度相對強度比(a)28 days, (b)91 days．．．125
圖5-45磁磚再生粉料水泥砂漿高溫受熱後之抗壓強度(a)w/c=0.4, (b)w/c=0.6．126
圖5-46 磁磚再生粉料水泥砂漿高溫受熱後之抗壓強度降低百分比(a)w/c=0.4,
(b)w/c=0.6．．．．．．．．． ．．．．．．．．．．．．．．．．．127
圖5-47 磁磚再生粉料水泥砂漿高溫受熱後之抗壓強度迴歸曲線(a)w/c=0.4, (b)w/c=0.6．．．．．．．． ．．．．．．．．．．．．．．．．．128
圖5-48 磁磚再生粉料水泥砂漿高溫受熱後之抗壓強度折減率迴歸曲線(a)w/c=0.4,
(b)w/c=0.6．．．．．．．． ．．．．．．．．．．．．．．．．．129
圖5-49 磁磚再生粉料水泥砂漿超音波速(a)w/c=0.4), (b)w/c=0.6．．．．．．．．130
圖5-50 磁磚再生粉料水泥砂漿高溫受熱後之超音波速(a)w/c=0.4, (b)w/c=0.6．．．．131
圖5-51 磁磚再生粉料水泥砂漿齡期28至91天之抗壓強度成長．．．．．．．132
圖5-52 溫度25-105℃磁磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．132
圖5-53 溫度25-300℃磁磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．132
圖5-54 溫度25-440℃磁磚再生粉料水泥砂漿抗壓強度成長．．．．．．．．133
圖5-55 溫度25-580℃磁磚再生粉料水泥砂漿抗壓強度折減．．．．．．．．133
圖5-56 溫度25-800℃磁磚再生粉料水泥砂漿抗壓強度折減．．．．．．．．133
圖5-57 溫度25-300℃磁磚再生粉料水泥砂漿超音波速折減．．．．．．．．134
圖5-58 溫度25-440℃磁磚再生粉料水泥砂漿超音波速折減．． ．．．．．．134
圖5-59 溫度25-580℃磁磚再生粉料水泥砂漿超音波速折減．．．．．．．．．134
圖5-60 溫度25-800℃磁磚再生粉料水泥砂漿超音波速折減．．．．．．．．135
圖5-61 不同磁磚再生粉料取代比例水泥砂漿抗壓強度與超音波速．．．．．．．135
圖5-62 不同水灰比磁磚再生粉料水泥砂漿抗壓強度與超音波速迴歸曲線．．．136
圖5-63 高溫受熱後磁磚再生粉料水泥砂漿抗壓強度與超音波數迴歸曲線．．．．136

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