Design and Construction Processes of Steel Structure of Hemisphere Pre-Engineered Building with Easy Assembly Type

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ปราโมทย์ วีรานุกูล
กิตติพงษ์ สุวีโร

Abstract

The objectives of this research are to design and construction the steel structure of hemisphere pre-engineered building with easy assembly type. The load and resistance factor design (LRFD) method was used to design the structure by regarding the strength, material type, construction and deconstruction step, and cost. From the design, the prototype of hemisphere pre-engineered building (only the frame structure) was construction with 5 meters of diameter, 3.5 meters of height, 19.635 square meters of useful space, 200,000 Baht of material cost (10,186 Baht per square meter for all materials), 27 hours or 3 days of construction period. According to the modular coordination system, this hemisphere pre-engineered building can construction and deconstruction fast, especially when apply to help disaster victims. After tested, the structure that the calculation value of safety factor (S.F.) was 1.76.

Article Details

How to Cite
[1]
วีรานุกูล ป. and สุวีโร ก., “Design and Construction Processes of Steel Structure of Hemisphere Pre-Engineered Building with Easy Assembly Type”, J of Ind. Tech. UBRU, vol. 9, no. 1, pp. 1–13, May 2019.
Section
Research Article

References

[1] Debby Guha-Sapir, Femke Vos, Regina Below and Sylvain Ponserre. Annual Disaster Statistical Review: The Numbers and Trends. Brussels: Université catholique de Louvain; 2011.
[2] Department of Disaster Prevention and Mitigation. Training Manual: Raise Awareness for Preparing Flood Disaster. Bangkok: Department of Disaster Prevention and Mitigation; 2010. (in Thai)
[3] Thailand Institute of Scientific and Technological Research (TISTR). Industrial System Construction. Bangkok: Thailand Institute of Scientific and Technological Research; 1977. (in Thai)
[4] Design and Construction Group. Bill of Quantity for Budget Year 2015/2016. Bangkok: Office of the Basic Education Commission; 2015. (in Thai)
[5] American Society for Testing and Materials (ASTM). Annual Book of ASTM Standards. Philadelphia: American Society for Testing and Materials; 2010.
[6] Marek Kubik. Structural Analysis of Geodesic Domes. Charles Augarde: Durham University; 2009.
[7] Thepchatree T, Lenwari A. Behavior and Design of Steel Structure. Bangkok: Chulalongkorn University Press; 2010. (in Thai)
[8] Chovichien V. Reinforced Concrete Design (Strength Design Method: SDM). 3rd edition. Bangkok: Chulalongkorn University Press; 2002. (in Thai)
[9] Engineering Institute of Thailand under H.M.The King's Patronage (EIT). Standard of Steel Building Design: Load and Resistance Factored Design Method. Bangkok: Engineering Institute of Thailand under H.M.The King's Patronage; 2003. (in Thai)
[10] Jiradumkerng W. Construction Management. Bangkok: Rangsit University Press; 1997. (in Thai)
[11] Im-Udom C. Structure System in Architecture. 3rd edition. Bangkok: Chulalongkorn University Press; 2009. (in Thai)
[12] Krichanawarak S. Temporary Housing Design Technique in Rapid Process with Prefabricated Steel Construction [thesis]. Bangkok: Chulalongkorn University; 2004. (in Thai)
[13] Nitaya C. Industrialized Building. Bangkok: Chulalongkorn University; 1985. (in Thai)
[14] Piyaphipat S, Pongsiwasatit S, Kampriew S. development prefabricated system for emergency home. Journal of Engineering, RMUTT. 2007; 5(10): 63-74. (in Thai)