CES柱與傳統SRC柱之耐震行為研究｜國立臺灣科技大學博碩士論文系統

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研究生：	紀佃霖 Dian-Lin Ji
論文名稱：	CES柱與傳統SRC柱之耐震行為研究 Study on the Seismic Behavior of Concrete Encased Steel (CES) Columns and Traditional Steel Reinforced Concrete (SRC) Columns
指導教授：	邱建國 Chien-Kuo Chiu
口試委員:	邱建國 Chien-Kuo Chiu 廖文義 Wen-I Liao 張惠雲 Heui-Yung Chang 吳東諭 Tung-Yu Wu
學位類別：	碩士 Master
系所名稱：	工程學院 - 營建工程系 Department of Civil and Construction Engineering
論文出版年：	2023
畢業學年度：	111
語文別：	中文
論文頁數：	257
中文關鍵詞：	纖維混凝土、複合纖維、包覆型鋼骨鋼筋混凝土柱、複合結構、構造性能
外文關鍵詞：	fiber-reinforced concrete, composite fibers, concrete-encased steel columns, composite structures, structural performance
相關次數：	點閱：317 下載：0
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上一筆

本研究旨在探討在鋼骨鋼筋混凝土(SRC)柱構件中添加混合纖維的效果，以利用
纖維的橋接效應來控制混凝土裂縫發展，並抑制混凝土保護層的脆性破壞。同時，本
研究也觀察了結構的耐震行為，並探討放寬箍筋用量的可能性，以解決密集配筋所帶
來的挑戰，達到簡化設計及施工之目的。
根據材料試驗結果，我們得出以下結論：纖維混凝土(FRC)的抗壓強度、抗彎強
度和工作性受到纖維用量、水膠比和減水劑用量的影響，需根據不同配比條件進行調
整以達到最佳配比。在具有相同抗壓強度的圓柱試體中，觀察到 FRC 可以抑制試體
的脆性破壞。
對四組包覆型 SRC 柱進行了結構試驗，以研究其在橫向反覆載荷下的耐震行為。
前兩組試體用於比較傳統 SRC 和新型 SRC 之間的鋼骨圍束差異，而其餘兩組試體則
以新型 SRC 斷面為基準，使用纖維材料替代鋼筋。其中一組完全替代主筋與箍筋
(CES)，另一組則將新型 SRC 的箍筋間距放大至柱斷面邊長的一半(20 公分)。
實驗結果顯示添加纖維對混凝土裂縫發展具有良好的抑制效果，使塑鉸區的裂縫
呈現細小分散狀態。遲滯迴圈分析顯示所有試體呈現飽滿紡錘形，其中 CES 柱展現
出卓越的耗能容限。強度衰退分析顯示 CES 柱具有一定的回復能力與耐久性。構件
勁度分析顯示 CES 柱能更好地抵抗外力，減少變形和損壞，提供較高的結構安全性
和穩定性。此外，CES 柱和 NSRC 柱具有較高的延展性，可在受載荷時進行可控的變
形並發出警告信號。等效黏滯阻尼比模型分析顯示 CES 柱在受大變形時具有更高的
耗能容限。基於以上結果，FRC 材料在一定程度上有助於 SRC 柱構件舒緩配筋，甚
至可能完全取代鋼筋使用。該研究結果對國內 SRC 規範改進提供建議與參考，結合
FRC 材料的應用，有望允許在箍筋用量上進行折減。

This study investigates the effects of adding hybrid fibers to Steel Reinforced Concrete
(SRC) column elements to control crack development and suppress brittle failure of the
concrete cover using fiber bridging effect. It also examines the seismic behavior of the
structure and explores the possibility of reducing transverse reinforcement for simplified
design and construction.
Structural tests on four groups of concrete-encased steel columns were conducted to
study their seismic behavior under lateral cyclic loading. Two groups compared conventional
SRC and the new type of SRC's steel confinement, while the other two used the new SRC
section as a reference, replacing steel reinforcement with fiber materials.
Experimental results show that adding fibers effectively inhibits concrete crack
development, resulting in fine and dispersed cracks in the plastic hinge region. Hysteretic
loop analysis indicates all specimens exhibit full and slender loops, with CES columns
demonstrating excellent energy dissipation capacity. CES columns also show certain
recovery capability and durability in strength degradation analysis. Component stiffness
analysis shows CES columns better resist external forces, reducing deformation and damage
and providing higher structural safety and stability. Additionally, CES and NSRC columns
display higher ductility, enabling controlled deformation and issuing warning signals during
loading. The equivalent viscous damping ratio model analysis demonstrates CES columns
have higher energy dissipation capacity under significant deformations. Based on these
findings, FRC materials contribute to relaxing reinforcement requirements for SRC column
elements and may even replace steel reinforcement entirely.

致謝................................................................................................................................I
摘要.............................................................................................................................. II
Abstract......................................................................................................................III
目錄.............................................................................................................................IV
表目錄......................................................................................................................VIII
圖目錄...........................................................................................................................X
第一章 緒論............................................................................................................... 17
1 研究背景與動機......................................................................................... 17
2 研究方法與目的......................................................................................... 22
3 論文大綱..................................................................................................... 24
第二章 文獻回顧....................................................................................................... 26
1 SRC 柱相關研究文獻 ................................................................................ 26
1.1 Ricles et al. (1994) ...................................................................... 26
1.2 翁正強及王暉舜等人 (2006) .................................................... 27
1.3 陳正誠及毛宗傑 (2006) ............................................................ 28
1.4 陳正誠及詹鎧慎 (2012) ............................................................ 29
1.5 高橋宏行等人 (2000) ................................................................ 30
1.6 藤本利昭等人 (2009) ................................................................ 32
1.7 石鈞吉及倉本洋等人 (2013) .................................................... 36
2 SRC 柱相關設計規範 ................................................................................ 39
2.1 美國 ACI 設計規範.................................................................... 39
2.2 美國 AISC 設計規範.................................................................. 40
2.3 國內 TW-SRC 設計規範............................................................ 40
2.4 日本 AIJ-CES 規範 .................................................................... 42
3 纖維混凝土力學行為................................................................................. 45
3.1 Naaman (1972)............................................................................ 45

3.2 Naaman (1996)............................................................................ 46
3.3 松戸正士等人 (2005) ................................................................ 48
3.4 陳玉龍及林昌佑 (2017) ............................................................ 49
3.5 Zhu Yuan, Yanmin Jia (2021)...................................................... 49
第三章 FRC 材料試驗與結果.................................................................................. 51
1 FRC 配比設計 ............................................................................................ 51
2 試體製作與養護......................................................................................... 58
3 試驗步驟與方法......................................................................................... 59
4 試驗結果與分析......................................................................................... 64
第四章 試驗設計與規劃........................................................................................... 72
1 試體設計參數............................................................................................. 72
2 柱圍束箍筋用量設計................................................................................. 77
3 SRC 鋼骨寬厚比限制 ................................................................................ 80
4 試體製作流程............................................................................................. 81
4.1 XH 鋼骨加工製作...................................................................... 81
4.2 場地整平與放樣......................................................................... 82
4.3 基礎鋼筋籠組立......................................................................... 82
4.4 鋼骨定位與鋼筋綁紮................................................................. 83
4.5 基礎模板組立與混凝土澆置..................................................... 84
4.6 柱底打毛與柱模板組立............................................................. 84
4.7 柱體混凝土澆置......................................................................... 85
4.8 頂部鋼筋籠組立......................................................................... 86
4.9 頂部模板組立與混凝土澆置..................................................... 87
5 試驗配置..................................................................................................... 88
5.1 試體基礎鎖固............................................................................. 91
5.2 水平方向施力系統..................................................................... 91
5.3 軸力系統..................................................................................... 92
6 量測系統..................................................................................................... 93
VI
6.1 內部應變計................................................................................. 93
6.2 外部位移計................................................................................. 96
6.3 影像量測系統............................................................................. 97
7 試驗流程..................................................................................................... 98
7.1 試驗觀察與量測......................................................................... 98
7.2 試驗程序..................................................................................... 99
第五章 試驗結果分析與討論................................................................................. 102
1 材料試驗結果........................................................................................... 102
1.1 混凝土抗壓試驗....................................................................... 102
1.2 鋼筋拉伸試驗........................................................................... 108
1.3 鋼板拉伸試驗............................................................................111
2 結構試驗之軸力荷載與基礎滑移............................................................115
2.1 軸力變化....................................................................................115
2.2 基礎滑移....................................................................................116
3 結構試驗測試結果....................................................................................118
3.1 裂縫發展與破壞模式................................................................118
3.2 遲滯迴圈與包絡線................................................................... 129
3.3 斷面彎矩強度轉換................................................................... 137
3.4 勁度與強度衰退(Stiffness and strength degradation).............. 142
3.5 延展性與能量耗散容量........................................................... 146
3.6 等效黏滯阻尼比(Equivalent viscous damping ratio)............... 149
第六章 結論與建議................................................................................................. 151
1 結論........................................................................................................... 151
2 建議........................................................................................................... 153
參考文獻................................................................................................................... 154
附錄 A 混凝土配比試算表..................................................................................... 159
附錄 B 各試體設計圖說......................................................................................... 161
附錄 C 應變計圖..................................................................................................... 173

附錄 D 各試體試驗過程損傷與裂縫發展情形..................................................... 183
附錄 E 軟體斷面分析報告書(CSiCol) .................................................................. 240
                                

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