CAJ | 학술논문

等截面斜柱基础在送电线路中作为一种新的基础型式,与一般基础相比具有受力合理、节省材料量、施工工期短等显著优点.通过等截面斜柱板式基础上拔承载力试验,采用接近于送电线路直线塔受压实际工作条件的试验方法,验证了基础上拔承载力设计理论、方法以及设计参数取值的合理性、可靠性.试验结果表明,在设计荷载范围内基础是稳定、安全的.
등절면사주기출재송전선로중작위일충신적기출형식,여일반기출상비구유수력합리、절성재료량、시공공기단등현저우점.통과등절면사주판식기출상발승재력시험,채용접근우송전선로직선탑수압실제공작조건적시험방법,험증료기출상발승재력설계이론、방법이급설계삼수취치적합이성、가고성.시험결과표명,재설계하재범위내기출시은정、안전적.
@@@@As a relatively new type of foundation, flexible foundation with equal-sectional inclined column has very good bearing capacity. It can also save materials and reduce construction time. By adopting the test condition that close to the actual working conditions of straight line transmission line towers, the reliability of the design method and design parameters for compression bearing capacity are verified. The results show that the foundation is stable and safe within the design load.