臺灣博碩士論文加值系統

CIPP管線係由合成纖維夾層外覆聚乙烯烴彈性的表層內襯管線，修補老舊或破裂管線時，不須全面開挖，只需開挖二個工作坑即可將填附黏著樹脂的CIPP內襯軟管以氣壓或水壓方式穿入舊管中，並由內而外翻轉前進，隨著黏著劑的硬化而被緊貼於舊管壁上。本方法可以增加管線的耐震能力。連續無縫、堅固及防漏，已被廣泛的應用。
本論文針對實施該方法所需用到的樹脂浸透設備透過TRIZ理論進行新產品設計，在以3D繪圖軟體繪製設備結構圖，利用分析軟體ANSYS來分析結構承載力。經由實際製作及測試後，證結果顯示比目前現有產品具有較佳之承載力量以及經濟效益。

CIPP (Cured-In-Place Pipe) lining is composed of synthetic fabric interlayer, covered with polyethylene hydrocarbon elastic liner tube. When repairing old or broken pipeline, it is not necessary to excavate openly, but only needs to create two construction pits to fill the CIPP liner tube with adhesive resin into the old pipe by air or water pressure in reversal direction from inside to outside, allowing the hardening resin to adhere tightly to the pipe wall. This method can increase the seismic resistance of pipelines. This method with advantages of being continuously seamless, strong and leak-proof, has been widely accepted by the construction industry.
In this paper, the new wet-out equipment was designed by using TRIZ. The 3D drawing software was used to draw the equipment schematics, and the analysis software ANSYS was used to analyze the structural bearing capacity. After the actual production and testing, the certification results showed that it did have better bearing capacity and economic benefits than the original equipment.

Abstract......i
摘要......ii
Acknowledgments......iii
Table of Content......v
List of Tables......vii
List of Figures......viii
Chapter 1 Introduction......1
1.1 Background Information......1
1.2 Research Motive......4
1.3 Research Objectives......5
1.4 Thesis Outline......6
Chapter 2 Literature Review......8
2.1 TRIZ [10]......8
2.1.1 Introduction of TRIZ......8
2.1.2 Analytical Computing Architecture of TRIZ......9
2.1.3 Problem Analysis......9
2.1.4 Innovative Situation Questionnaire......10
2.1.5 Formulation of the Problem [15]......12
2.1.6 TRIZ for Solving Contradictory Problem......13
2.1.7 Contradiction Matrix......13
2.1.8 39 General Engineering Parameters......15
2.1.9 40 Inventive Principles......16
2.2 Pipeline Construction Method......18
2.2.1 Open-excavation Technique......18
2.2.2 Excavation-free (Trenchless) Technique of Underground Pipeline Installation......19
2.2.3 Technical Principle of Excavation-free (Trenchless) Engineering......20
2.2.4 Technical Types of Excavation-free (Trenchless) Engineering......21
2.3 CIPP Method......22
2.3.1 Origin of CIPP Method......22
2.3.2 Overview and Application of CIPP Method......23
2.3.3 CIPP Method - Flexible liner tube......24
2.3.4 CIPP Method - Thermosetting Epoxy Resin......26
2.3.5 CIPP Method - Equipment......26
2.3.6 CIPP Method - The Procedures [26]......27
2.3.7 CIPP Method - Limitations......31
2.4 Wet-out Equipment......32
2.4.1 Wet-out Process......32
2.4.2 Introduction of Wet-out Equipment......33
Chapter 3 Design Coordination of Wet-out Equipment......34
3.1 Problem definition......35
3.1.1 Innovative Situation Questionnaire (ISQ)......35
3.2 Formulation of the Problem......39
3.2.1 Problem statement development......40
3.3. Contradiction Analysis......42
3.3.1 Liner Tube and Incompatibility with Existing Equipment......42
3.3.2 Increase in Resin Quantity and Load......44
3.4 Analysis Results of TRIZ Contradiction Matrix......46
Chapter 4 Engineering Design......48
4.1 Partial Analysis of Equipment......48
4.2 Finite Element Analysis Settings......52
4.3 Structural Analysis of the Existing Equipment......55
4.4 Proposal Description......58
4.5 Product Design......59
4.6 New Design Production Analysis......61
4.7 Analysis and Comparison Results......62
Chapter 5 Conclusion and Future Prospects......63
5.1. Conclusion......63
5.2 Prospects for the Future......64
Reference......65
Extended Abstract......69

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