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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