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机构地区:[1]桂林工学院土木工程系,541004 [2]焦作广播电视局,454000
出 处:《桂林工学院学报》1999年第4期349-353,共5页Journal of Guilin University of Technology
摘 要: 焦作市广播电视塔主体为钢管结构, 在2 年的监控过程中按三等变形测量的精度, 布设了垂直位移监测网, 结果表明: 工作基准点稳定; 地面变形观测点及塔基变形观测点靠近塔中心下沉量较大, 后者达厘米级, 但都符合沉降规律。塔体垂直度观测采用经纬仪配合钢板尺、经纬仪配合测距仪, 中心偏离值除Z7 , Z10 , Z11 段为120 ~332 m m 外, 其余均≤10 m m ; 塔顶重直度观测采用投影对照法, 中心偏离值为89 m m 。其偏差值均在允许限差范围。Main body of Jiaozuo broadcast TV tower is of the steel-tube construction.For two years of monitoring, monitoring net of vertical shift on precision of three-class distorted survey has been arranged. results show that: working standard points are stabilized, distorted observation points of ground and tower foundation near the tower's center are subsiding to a greater extent to centimeter,but all agree to settling law. Verticality observation of tower's body is conducted by using theodolite fit nickelclad ruler and theodolite fit diastimeter. Center's deviation≤10 mm except 12 0~33 2 mm of Z 7,Z 10 ,Z 11 ,Verticality observation of tower's top is made by using projection comparison method.Center's deviation is 89 mm, all in allowable dimension variation.
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