• Title/Summary/Keyword: 숭례문 육축

Search Result 3, Processing Time 0.017 seconds

A Study on Structural Characteristics of Stone Masonry Wall Structure (숭례문 사례를 통한 육축 문화재의 구조특성 연구)

  • Lee, Sung-Min;Lee, Ki-Hak;Choi, Hee-Soo;Park, Joo-Kyung;Choi, Chui-Kyoung
    • Journal of Korean Association for Spatial Structures
    • /
    • v.11 no.4
    • /
    • pp.61-69
    • /
    • 2011
  • It is hard to predict the mechanical characteristics of discontinuous stone masonry structures with the use of by the static analysis method, because of irregularity of face stones and also due to randomness of backfill materials. Inversely, one can estimate the mechanical characteristics by comparing the natural frequencies between measured from the field tests and computed from the analytical models. The aim of this paper is to investigate the effectiveness and confidence of the computational modeling method of ancient stone arch bridges in Korea and to find the factors influencing their dynamic characteristics. The results revealed that the rigidity of spandrel walls and backfill materials are the most important factors influencing the natural frequencies of stone arch bridges, which are the critical for the stability of the stone arch structure.

Petrological Classification and Provenance Interpretation of the Sungnyemun Stone Block Foundation, Korea PDF icon (숭례문 육축 구성석재의 암석학적 분류와 원산지 해석)

  • Jo, Young Hoon;Lee, Chan Hee;Yoo, Ji Hyun;Kang, Myeong Kyu;Kim, Duk Mun
    • Korean Journal of Heritage: History & Science
    • /
    • v.45 no.3
    • /
    • pp.174-193
    • /
    • 2012
  • This study focused on distribution ratio of stone properties based on material characteristic analysis, provenance presumption and transportation route interpretation of the Sungnyemun stone block foundation. The stone block foundation is composed of pinkish granite (56.0%), reddish granite (4.5%) and leucocratic granite (26.2%) of original stones and pinkish granite of new stones(13.3%). The rock-forming minerals for granites are consisted mainly of quartz, alkali-feldspar, plagioclase and biotite, and are similar geochemical evolution trend of major, rare earth, compatible and incompatible elements. Therefore, it is clear that the rocks are genetically same origin. As a result of magnetic susceptibility measurement, the pinkish and reddish granite of original stones and pinkish granite of new stones showed normal distribution around about 4.00(${\times}10^{-3}SI\;unit$). But the leucocratic granite of original stones were confirmed ilmenite series under about 1.00(${\times}10^{-3}SI\;unit$). As a result of provenance interpretation and transportation route analysis based on the petrological results, the provenance of pinkish granite and reddish granite of original stones are presumed the north slope in Namsan mountain and Naksan mountain. Also, the leucocratic granite of original stones and the pinkish granite of new stones are strongly possible furnished from the south and north slope in Namsan mountain and Naksan mountain, respectively.

Characteristics of Rock Phase and Phenomena of Exfoliation, Breakout and Cracks Developed on the Rocks Constituting the Soongryemoon (숭례문의 육축을 이루는 석재의 암상 특징과 박리, 박락 및 균열현상)

  • Lee, Sang Hun
    • Journal of Conservation Science
    • /
    • v.11 no.1 s.14
    • /
    • pp.1-14
    • /
    • 2002
  • After the construction (1398 year at first, secondarily reconstructed at 1448 year), the Soongryemoon (South Gate) had been preserved to late 19c without large damages. The present shape of the gate have been kept after the repairments of two times (1953, 1963). However, the rocks constituting the walls of the gate have been strongly weathered, exfoliated and cracked due to severe changes in the environment as traffic increase, air pollution and the subway which may seem also to cause the structural unstability. The rocks composed of the walls of the gate are almost of granites. On the rocks such deteriorations as onion structure, surface exfoliation, cracks, and edge breakout are developed. These deteriorations may be caused genetically by strong weathering, differential load due to possibly structural unstability, impact and unknown reasons. For the establishment of conservation plan, the factors of these deterioration phenomena and structural unstability must be quantitatively analyzed and diagnosed in detail.

  • PDF