After the study of Fujishima Gaijiro(1930), although it is common to see that the Tang-ruler(唐尺) was used in the construction of the Silla Sacheonwangsa temple(679), the basis of the discrimination of the construction measure and the detection of the unit length is not actually sufficient since conventional research was done before the excavation. The study was based on archaeological results, which was secured through the excavation research(2006∼2012) of the temple site in recent years, to determine the construction measure and try to detect the unit length. In the analysis of the measured value of the ruins, the numerical data were obtained through measurements on drawings of the ruins, the tendency of conversion measure’s number appearing by dividing each unit length of the Goguryeo-ruler(高句麗尺) and Tang-ruler within a certain range was compared from the Wansu-je(完數制) viewpoint. The research results are summarized as follows : 1)As a result of the analysis of the distance between the site’s center, the case that conversion Cheok’s(尺) number is converged to the unit of Jang(丈) within the range of unit length expresses three times more in Tang-ruler, and it is confirmed that a simple multiple relationship based on the unit of Jang is established between conversion Cheok’s number. 2)As a result of analysis of Bokan(梁間) of the each Corridor site and the measured value of the stonework ruins, it could be confirmed that appears overwhelmingly in the Tang-ruler when conversion Cheok’s number becomes an integer within the range of unit length. The results of the analysis are judged to be a clear basis for viewing the Tang-ruler as the construction measure of the Sacheonwangsa temple. 3)The estimated unit lengths of the construction measure that were obtained from the analysis of the distance between the site’scenter, the foundation stone center distance of the building site and the measured value of the stonework ruins are slightly different. There is a limit to the verification of the construction error about this, however it is difficult to specify, it is mentioned 294.37㎜ which is obtained from the analysis of the distance between the site’s center.

Abstract
1. 서 론
2. 사천왕사 조영척도에 관한 선행연구 검토
3. 유구실측치 분석 조건 및 방법의 설정
4. 사천왕사지 유구실측치 분석
    4-1. 건물지간거리 분석
    4-2. 건물지 초석중심간거리 분석
    4-3. 석조물 유구실측치 분석
    4-4. 조영척도 추정단위길이 검출
5. 결론
참고문헌

• 이정민(와세다대학 이공학술원) | Lee Jeong-Min Corresponding Author
• 미조구치 아키노리(와세다대학 연구원) | Mizoguchi Akinori