CAJ | 학술논문

为消除玄武湖隧道超长混凝土结构温度应力影响，针对其结构形式提出了温度变形控制的关键技术措施，并对施工阶段主体结构进行温度和应力现场监测，结果表明，玄武湖隧道工程主体结构温度应力控制在规定范围之内，所采取的技术措施是合理有效的。
위소제현무호수도초장혼응토결구온도응력영향，침대기결구형식제출료온도변형공제적관건기술조시，병대시공계단주체결구진행온도화응력현장감측，결과표명，현무호수도공정주체결구온도응력공제재규정범위지내，소채취적기술조시시합리유효적。
In order to eliminate the temperature stress influence of Xuanwu Lake tunnel super long concrete structure,according to its structure form put forward the key technology measures of temperature deformation control,and made temperature and stress field monitoring to the main structure in construction phase. The results showed that,control of temperature stress of Xuanwu Lake tunnel project main body structure within specified range,the adopted technology measures was reasonable and effective.