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作 者:王炎[1] 沈晓莉 陈浙江 金立 陈金苗 Wang Yan;Shen Xiaoli;Chen Zhejiang;Jin Li;Chen Jinmiao(School of Architectural Engineering,Zhejiang Sci-Tech University,Hangzhou 310018,China;Jinhua Transportation Investment Group Co.,Ltd.,Jinhua 321000,Zhejiang,China;Zhejiang Hangzhou-Wenzhou Railway Co.,Ltd.,Hangzhou 311200,China;PowerChina East China Survey,Design and Research Institute Co.,Ltd.,Hangzhou 311122,China)
机构地区:[1]浙江理工大学建筑工程学院,杭州310018 [2]金华市交通投资集团有限公司,浙江金华321000 [3]浙江杭温铁路有限公司,杭州311200 [4]中国电建集团华东勘测设计研究院有限公司,杭州311122
出 处:《科技通报》2024年第2期86-94,共9页Bulletin of Science and Technology
基 金:浙江省交通运输厅科研计划项目(2019022)。
摘 要:为研究隧道爆破开挖对临近既有特高压铁塔的影响,本文采用现场试验和数值模拟相结合的方法,对铁塔塔基的振动速度进行研究,并且详细讨论了爆心距与振动速度峰值的关系。通过数据拟合,得出本工程条件下隧道爆破质点的振动传播规律及衰减公式。结果表明:塔基的振动速度峰值随爆源与塔基距离的接近而增大,在爆心距为0 m时出现最大振速;竖直方向的振速普遍高于水平方向的振速;三座铁塔最大轴应力均出现在塔基处,最大轴应力随铁塔高度的增加而逐渐减小。数值模拟结果与现场试验结果相近,研究可为实际工程提供参考依据。In order to study the impact of tunnel blasting excavation on the adjacent high voltage(UHV)iron tower,the vibration velocity of the tower foundation was studied by combining field test and numerical simulation,and the re-lationship between the blast center distance and the peak vibration velocity was discussed in detail.Through data fit-ting,the propagation law and attenuation formula of tunnel blasting particle vibration under the engineering conditions were obtained.The results showed that the peak vibration velocity of the tower base increased with the distance be-tween the explosion source and the tower base,and the maximum vibration velocity occurred when the explosion center distance was 0 m;The vibration velocity in the vertical direction was generally higher than that in the horizontal direc-tion;The maximum axial stress of the three towers was at the tower base,and the maximum axial stress decreased grad-ually with the increase of tower height.The numerical simulation results were close to the field test results,and the re-search can provide reference for the actual project.
分 类 号:U25[交通运输工程—道路与铁道工程]
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