* Read here about the functional differences between the 32-bit and 64-bit versions. Ltd.1 This is the full setup of SCIA Engineer to be used by admins who want to install the same version on multiple PC's. Keita Hamano and Shoko Miyake: Sugiko Co. Katsukiyo Shimomura: Miwa Consultants Ltd., 68-4, Kurosawa, Miwa-cho, Iwakuni 740-1212 Japan
Takashi Hara: Department of Civil Engineering and Architecture, National Institute of Technology, Tokuyama College, Gakuendai, Shunan, 745-8585 Japan Scaffold, quantity survey, design, CAD, BIM, CIM
In addition, the obtained results can be applied to BIM software after converting to IFC format. The proposed design method provides us the precise quantities of scaffold materials and enables us to reduce the design effort and the cost estimation processes. Then, three dimensional scaffold structural was drawn semi-automatically on the CAD software by using the obtained material sizes, positions and directions. In the calculating procedure, three dimensional positions of each scaffold materials were calculated and recorded simultaneously. The size and the quantities of the materials were calculated by referring to the relation between the scaffold and the constructing structure. In the proposed design method, the geometric design and the safety requirement were specified by the safety standard and the design flow was followed by the designer\'s knowledge. In this paper, the design method of the temporary scaffold was proposed for intending the semi-automatic procedure. Then, the strength of the scaffold was confirmed and the quantity of the material was accounted. To design the material arrangement of a scaffold, firstly the configuration was determined considering the construction geometry.
To assemble the scaffold, the pipe scaffolding system, the wedge binding scaffolding system and the particular materials have been utilized. Temporary scaffold systems in the construction site play an important role for ensuring the safety of the workers and for constructing the stable structures. Takashi Hara, Katsukiyo Shimomura, Keita Hamano and Shoko Miyake
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