摘要
超高层建筑物的摆动直接影响投点精度,文中利用CCD监测系统对保利办公楼主塔进行连续动态特性监测,数据分析结果表明,塔体在东西和南北方向相对中心位置最大偏移量分别约为0. 65mm和1. 15 mm,说明塔体较为稳定,无需对投点进行改正。
The swing of super-tall buildings directly affected the accuracy of construction point.In the paper,the continuous dynamic characteristics of the main tower of the Pauli office building was monitored using the CCD monitoring system,data analysis results showed that the maximum offset of the tower in the east-west direction and the north-south direction was about 0.65 mm and 1.15 mm respectively,which showed that the tower was stable,and there was no need to correct construction point.
作者
吴江淮
Wu Jianghuai(Gaangzhou Urban Planning & Design Survey Research Institute,Guangzhou 510060,China)
出处
《矿山测量》
2018年第6期88-91,共4页
Mine Surveying
关键词
超高层建筑
CCD
垂直度
倾斜仪
super -tall buildings
CCD monitoring system
verticality
inclinometer
作者简介
吴江淮(1982-),男,汉族,四川沪县人,工程师,主要研究精密工程测量。
