矽酸鹽水泥組成的透水混凝土（PC）具有節省材料成本，固化後低收縮率和優秀的透水性能等優點，但與一般水泥混凝土相比，則具有強度低和耐久性差等缺點，近年來在透水混凝土添加樹脂複合材料可以有效增強透水混凝土機械性能和耐久性，這類性的透水混凝土可定義為高強度聚合物型透水混凝土(HPPC)，常見的樹脂複合材料有環氧樹脂與UP不飽和聚酯樹脂等，環氧樹脂與UP不飽和聚酯樹脂屬於熱固型樹脂。
熱固型樹脂具有固化後即可達到良好的固化強度，但是環氧樹脂的高成本和高粘度導致使用限制和混合中的困難，UP不飽和聚酯樹脂的優勢比環氧樹脂的黏度低，價格更便宜，本研究是以UP樹脂作為高強度聚合物型透水混凝土的黏著材料並研究UP樹脂對試體物理機械性能的影響。
實驗設計是提供三種不同黏著材的比例（UP樹脂含量10％，30％和40％），基於強度，耐用性，試體混合料設計骨材則以小礫石（5~10mm），進行了包括壓縮，抗彎(張)和耐磨測試在內的物理機械測試，測試試體對於外界施壓的抗壓性，實驗結果：樹脂含量從10％增加到30％可有效提升HPPC樣品的抗負荷性，另一方面；UP樹脂本身的結構屬直鏈型，雖有優秀的鋼性，但韌性較為不足，另外UP樹脂固化後內部具有不規則的裂痕與氣泡分布(ITZ)，不穩定，本研究添加15%的EVA或30%PVAc在30%UP樹脂黏著材料中，進行抗壓，抗彎(張)和耐磨測試，根據實驗數據結果討論添加熱塑材料對試體機械強度提升的效果，最後研究目的是以這種工法作為基礎從新材料開發推展成一種新的施工方法。

Abstract
Low material costs, minimal shrinkage upon cure, and exceptional water permeability are only a few benefits of pervious concrete (PC) produced with silicate cement. But compared to regular cement concrete, it is weaker and less durable. Recent years have seen the addition of resin composite material to binder materials, significantly enhancing the permeable concrete's mechanical characteristics and stress resistance. Unsaturated polyester (UP) and epoxy are two frequently utilized resin composites. After curing, these resins have a high level of strength. Epoxy resin's uses are nonetheless restricted by its high price and viscosity.
In order to effectively improve the mechanical characteristics of the material specimen, this study investigates the appropriate amount of UP resin to add. UP resin will be added in amounts of 10%, 30%, and 40%. Although UP resin has great stiffness, its ductility is low since it is made up of a straight chain. The purpose of this study is to address the inadequacies of the UP resin's weak toughness and ductility after curing. The toughness and ductility of the test material after curing are examined in relation to the addition of 15% EVA or 30% PVAc of thermoplastic materials to the binder. According detailed experimental findings: Discuss the possibilities of the development of a new permeable brick material incorporating a into new permeable pavement construction technique .

目 錄
論文審定書…………………………………………………………… i
誌謝…………………………………………………………………… ii
中文摘要………………………………………………………….….. ⅲ
英文摘要………………………………………..……………………. ⅳ
專有名詞說明………………………………………..………………...xiv
第 一 章 概論..……………………………………………………… 1
1.1 前言………………..…………………………………………… 1
1.2 研究背景………………..……………………………………… 2
1.3 研究目的………………..……………………………………… 3
1.4 研究架構………………..……………………………………… 3
第 二 章 文獻回顧…………………………………………………… 5
2.1 傳統鋪面材料簡介………………….……………………...........5
2.2 聚合物混凝土簡介………………….……………………...........5
2.3 複合材料發展簡介………………….……………………...........8
2.4 熱塑材料發展簡述………………….……………………...........9
2.5 熱固材料發展簡述.………………….……………………......10
2.6 UP樹脂發展簡述.………………….……………………....10
2.7 UP樹脂混凝土發展優勢與劣勢.………………….………14
第 三 章 實驗方法與步驟…………………………………………… 19
3.1 UP樹脂………………….……………………...........................19
3.2 固化劑………………….……………………............................ 20
3.3 增黏劑………………….……………………............................ 20
3.4 填充材料…………….……………………........................21
3.5 實驗流程…………….……………………........................22
3.6 黏著材料製作…………….……………………........................23
3.7 試體製作…………….……………………........................24
3.8 水文性能實驗…………….……………………........................25
3.8.1 孔隙率測試…………….……………………........................25
3.8.2滲透率測試…………….……………………........................27
3.9 物理機械性強度測試…………….………………….........28
3.9.1 抗壓性實驗…………….……………………........................28
3.9.2 抗彎(張)實驗…………….…………………….......................28
3.9.3 耐磨性實驗…………….……………………........................30
3.10 隔熱效果測試…………….…………………….......................30
第 四 章 水文測試……………………………………………………. 32
4.1 水文測試…………….……………………........................32
4.2 孔隙率測試…………….…………………….......................32
4.3 滲透率測試…………….…………………….......................36
第 五 章 物理機械性強度測試……………………………………… 48
5.1 抗壓強度分析…………….……………………........................48
5.2 添加熱塑材料對試體抗壓強度影響…………….………….54
5.3抗彎(張)性分析………….……………………........................65
5.4 添加熱塑型塑膠材料對抗水性影響…………….………….68
5.5耐磨性測試………….……………………............................71
5.6結論………….……………………............................73
第 六 章 隔熱與保溫效果測試……………………………………… 78
6.1試體隔熱測試………….……………………............................78
6.2試體隔熱測試………….……………………............................79
第 七 章 總結…………………………………………………………..87
7.1水文特性比較………….……………………...........................87
7.2物性強度比較………….……………………...........................87
7.3試體抗水性………….……………………............................89
7.4施工便利性….…………………….................................89
7.5 成本評估………….………………..………............................90
7.6 現有應用規劃………….…………..………............................91
參考文獻……………………………………………………….…… 93
附錄1.………………………………………………………………….. ..98
附錄2.………………………………………………………………….. ..99

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