DocumentCode
3363740
Title
The experimental research of plug-pin steel modular scaffold frame
Author
Bai, Ping ; Lu, Wenliang
Author_Institution
Sch. of Civil Eng., BeiJing Jiaotong Univ., Beijing, China
fYear
2010
fDate
26-28 June 2010
Firstpage
1170
Lastpage
1173
Abstract
The widely used plug-pin steel tube system is constructed with modular construction technique. The basic modular unit is a two-story frame, which is stacked together to the desired height and length at the construction sites. In this paper, four plug-pin steel modular scaffold frames were tested. The experimental performance of modular scaffold frames were studied. The research especially focused on the effect of different layouts of elevation diagonal bars. The test results show that the ultimate bearing capacity of frame without elevation diagonal bars is much lower than that of frame with elevation diagonal bars.
Keywords
bars; pipes; steel; structural engineering; elevation diagonal bars; frame bearing capacity; modular construction technique; modular scaffold frame; plug-pin steel; steel tube system; Assembly systems; Bars; Civil engineering; Fasteners; Lifting equipment; Modular construction; Project management; Sensor systems; Steel; System testing; elevation diagonal bars; load test; plug-pin steel modular scaffold frame; ultimate bearing capacity;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536473
Filename
5536473
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