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| ORE7135 | The Manufacture and Use of Glulam | 3+0+0 | ECTS:7.5 | | Year / Semester | Fall Semester | | Level of Course | Third Cycle | | Status | Elective | | Department | DEPARTMENT of FOREST INDUSTRY ENGINEERING | | Prerequisites and co-requisites | None | | Mode of Delivery | Face to face, Group study, Lab work , Practical | | Contact Hours | 14 weeks - 3 hours of lectures per week | | Lecturer | -- | | Co-Lecturer | None | | Language of instruction | Turkish | | Professional practise ( internship ) | None | | | | The aim of the course: | | What is the laminated wood materials, where they are used, their advantages and disadvantages. |
| Programme Outcomes | CTPO | TOA | | Upon successful completion of the course, the students will be able to : | | | | PO - 1 : | summarize the definitions and standards about Glued Laminated Timber Beams | 2,3 | 1 | | PO - 2 : | describe application areas, advantages and disadvantages of Glued Laminated Timber Beam | 2,3,4 | 1 | | PO - 3 : | apply various techniques in Glued laminated timber beams production technolog | 1,6 | 1 | | PO - 4 : | evaluate quality control of beam product | 5,8 | 1 | | PO - 5 : | see adhesives and fasteners, machine line, factory design in beams productio | 1 | 1 | | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), PO : Learning Outcome | | |
| Background Glued Laminated Timber Beams (Glulam) , advantages of Glulam, the use of glulam, the production flow sheet of glulam, selection of adhesive and timber species, the physical and mechanical properties of glulam, Quality control. |
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| Course Syllabus | | Week | Subject | Related Notes / Files | | Week 1 | Glued timber beams (glulam) history | | | Week 2 | About the standard and descriptions ofWooden beams | | | Week 3 | Advantages and disadvantages of wooden beams | | | Week 4 | Application areas of Wooden beams | | | Week 5 | Adhesives and binders in the production of wooden beams | | | Week 6 | Adhesives and binders in the production of wooden beams | | | Week 7 | machinery arrangement | | | Week 8 | Production phases | | | Week 9 | Mid-term exam | | | Week 10 | wood species and adhesive selection | | | Week 11 | Mechanical and physical properties of wooden beams | | | Week 12 | Impregnated of wooden beams | | | Week 13 | Qulaity Control of wooden beams | | | Week 14 | Transport of beams | | | Week 15 | Montageof beams | | | Week 16 | End-of-term exam | | | |
| 1 | Nelson, S. 1997. Structural Composite Lumber. Engineered Wood Products: A Guide forSpecifiers, Designers and Users. Edited by Stephen Smulski. PFS Research Foundation, Madison, WI. pp. 147-172.
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| 1 | Kurtoğlu A. Yapıştırılmış Lamine Ağaç yapı Elemanları, Mobilya Dekorasyon Dergisi 2003, s 10-16. | | | 2 | Bozkurt Y. Kurtoğlu A. , Yapıştırılmış Tabakalı Ağaç Yapı Elemanları. İ. Ü. Orman Fakültesi Dergisi, Seri B, Cilt 29, Sayı 2, 1975 | | | 3 | Çolakoğlu G. , 2005, Ahşap Laminasyon Tekniği Ders Notları, (Basılmamıştır) . | | | 4 | . COST Action E 13. , Wood Adhesion and Glued Products, Working Group 2, Glued Wood Products, State of the Art ? Reports /Editors; C J Johanson, T Pizzi, WC Leemput, August 2002 | | | 5 | ECE/FAO Forest Products Annual Market Review, 1999-2000 Chapter 11. Engineered Wood Products ,Production, Trade, Consumption and Outlook. | | | 6 | Moody RC. , Hernandez R. , Liu JY. , Glued Structural Members, Wood handbook Chapter 11. , FPJ-GTR, 113 Tech. Report, Madison 1999. | | | |
| Method of Assessment | | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | | Mid-term exam | 9 | 10/04/2016 | 1 | 50 | | End-of-term exam | 16 | 27/05/2016 | 1 | 50 | | |
| Student Work Load and its Distribution | | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | | Laboratuar çalışması | 0 | 0 | 0 | | Uygulama | 0 | 0 | 0 | | Klinik Uygulama | 0 | 0 | 0 | | Ödev | 0 | 0 | 0 | | Proje | 0 | 0 | 0 | | Kısa sınav | 1 | 1 | 1 | | Diğer 1 | 0 | 0 | 0 | | Diğer 2 | 0 | 0 | 0 | | Total work load | | | 1 |
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