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研究生: Le-Vien Huynh
Le-Vien Huynh
論文名稱: 稻殼灰對冷結型輕質粒料自充填混凝土性能的影響
The Effect of Rice Husk Ash on Performance of Self-consolidating Concrete with Cold-bonded Lightweight Aggregate
指導教授: 黃兆龍
Chao-Lung Hwang
口試委員: Her-Yung, Wang
Her-Yung, Wang
Lee-Kuo, Lin
Lee-Kuo, Lin
Chun-Tao Chen
Chun-Tao Chen
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: 2016
畢業學年度: 104
語文別: 英文
論文頁數: 120
中文關鍵詞: Cold bonded lightweight aggregraterice husk ash
外文關鍵詞: Cold bonded lightweight aggregrate, rice husk ash
相關次數: 點閱:157下載:5
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人造輕粒料(LWA)的生產係直接利用粉煤灰及磨細高爐礦渣(爐石)以鹼激冷結方式生產並添加水泥。鹼性活化劑溶液採用氫氧化鈉為唯一凝固劑。使用冷結型輕質粒料作為粗骨料製造自充填混凝土。本研究的主要目的是探討添加稻殼灰對冷結輕質粒料自充填混凝土性能的影響。 本研究觀察LWA和SCLWAC特性 。研究結果顯示,輕粒料的單點壓碎強度範圍28天時在10.4-12.8Mpa範圍。輕粒料的單位重介於1001~1095kg/m3之間。新拌自充填輕質粒料混凝土單位重約2000kg/m3,56天抗壓強度範圍落在32.7-64.7Mpa。研究結果也表明了使用最多20%的稻殼灰取代水泥,能夠得到較佳的混凝土強度與耐久性能。


Artificial lightweight aggregate (LWA) was produced by using the binary of fly ash (FA), ground granulated blast furnace slag (GGBFS) by the cold bonding method without cement additives. Alkaline activator solution (only sodium hydroxide) was the wetting agent acting as a coagulant. Self-consolidating concrete was produced by cold bonded lightweight aggregate as coarse aggregate. The objective of this thesis is to investigate the effect of adding residual rice husk ash (RHA) on properties of self-consolidating lightweight aggregate concrete (SCLWAC). The properties of LWA and SCLWAC were investigated. The crushing strength of LWA was in the range of 10.4-12.8 MPa at 28 days. The unit weight of LWA ranged from 1001-1095 kg/m^3. The fresh properties of SCLWAC with unit weight around 2000kg/m^3.

論文摘要i Abstractii Acknowledgementsiii List of tablesviii List of figuresix Notations and symbolsxii Chapter 1- Introduction1 1.1Motivation1 1.2 The objectives4 1.3 The flow chart of a research5 Chapter 2- Literature review7 2.1Overview of using pozzolanic material in concrete industry7 2.2 Overview the manufacture lightweight aggregate by fly ash9 2.3 Overview of application cold bonded fly ash lightweight aggregate in lightweight concrete and self-consolidating concrete13 Chapter 3- Materials and experimental work24 3.1 Materials24 3.11 Portland Cement24 3.1.2 Pozzolanic materials24 3.1.3 Crushed sand24 3.1.4 Superplasticizer24 3.1.5 Sodium hydroxide25 3.2 Manufacturing of cold-bonded lightweight aggregate26 Stage-1: Granulation process27 Stage 2: Final products and curing condition28 Stage 3: Sorting28 3.3 Specific gravity and water absorption28 3.4 Unit weight29 3.5 Crushing strength29 3.6 Production of self-consolidating concrete31 3.6.1 Densified mixture design algorithm method for SCC31 3.6.2 Standard operating procedure (SOP) for lightweight aggregate self-consolidating concrete mixing38 3.7 The workability of fresh lightweight self-consolidating concrete39 3.7.1 Slump and slump flow test39 3.7.2 J-ring test40 3.8 Unit weight42 3.9 Compressive strength43 3.10 Splitting tensile strength44 3.11 Drying shrinkage45 3.12 Thermal conductivity46 3.13 Electrical surface resistivity47 3.13 Ultrasonic pulse velocity49 3.14 Rapid chloride permeability test (RCPT)50 Chapter 4: Results and discussion54 4.1Properties of cold-bonded lightweight aggregate54 4.1.1Specific gravity and water absorption of cold-bonded lightweight aggregate54 4.1.2 Unit weight of the cold-bonded lightweight aggregate55 4.1.3 Crushing strength of lightweight aggregate55 4.1.4 Particle crushing strength56 4.2Mix proportions of SCLWC57 4.3Fresh concrete properties57 4.3.1 Unit weight57 4.3.2 Workability of fresh LWSCC58 4.4 Compressive strength of SCLWAC59 4.5 Splitting tensile strength61 4.6 Drying shrinkage62 4.7 Thermal conductivity63 4.8 Electrical Resistivity63 4.9 Ultrasonic pulse velocity (UPV)64 4.10 Rapid chloride permeability test (RCPT)65 Chapter 5- Conclusion and future prospect95 5.1 Conclusion95 5.2 Future prospect97 References99

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