CAJ | 학술논문

本项目是新建高架桥梁跨越原有结构物，因场地不足无法使用传统支撑墩，进而采用单排钢管，因新建桥梁所处平曲线半径较小纵坡较大，为便于标高调整和拆模，门洞上部施工采用碗扣式脚手架和贝雷片组合的支撑方式，保证施工快速架设的同时保证了费用的节省。
본항목시신건고가교량과월원유결구물，인장지불족무법사용전통지탱돈，진이채용단배강관，인신건교량소처평곡선반경교소종파교대，위편우표고조정화탁모，문동상부시공채용완구식각수가화패뢰편조합적지탱방식，보증시공쾌속가설적동시보증료비용적절성。
This project is a new viaduct across the original structures. The lack of space cannot support the use of traditional square pier. Then a single row of steel is applied. Because the new bridge has larger longi-tudinal and small horizontal curve radius, for ease of elevation adjustment and form removal, the upper openings of scaffold construction is using a combination of support and Bailey way to ensure rapid construc-tion erection and saving costs.