超深竖井联系测量的分析与研究  

Analysis & Research on the Connection Survey of Super-deep Shaft

作　　者：赵鹏飞[1] 黄于保 陈功亮 雷婉南[1] Zhao Pengfei;Huang Yubao;Chen Gongliang;Lei Wannan(Shanghai Surveying and Mapping Institute,Shanghai 200063,China;Shanghai Tunnel Engineering Co.,Ltd.,Shanghai 200127,China)

机构地区：[1]上海市测绘院,上海200063 [2]上海隧道工程有限公司,上海200127

出　　处：《城市勘测》2019年第5期30-33,38,共5页Urban Geotechnical Investigation & Surveying

摘　　要：为了解决苏州河深隧工程超深竖井联系测量的难题,本文详细阐述了联系三角形法的原理及作业方法,对联系三角形进行了精度分析,推算出地下起始边方位角的精度影响公式并进行模拟计算。同时研究了影响竖井联系测量定向精度的各种有关因素,并提出相应措施。最后结合工程试验,证明了联系三角形法在超深竖井联系测量中是可靠而有效的。To solve the problem of connection survey for Suzhou River deep tunnel project,the paper elaborates the principle and operation method of connection triangle method. Based on accuracy analysis of connection triangle,the error formula for initial azimuth of underground traverse is derived and simulated. Various relevant factors which may influence the orientation accuracy are studied and the measures are proposed. At last,it is proved that the connection triangle method is efficient and reliable for the connection survey of super-deep shaft,combined with engineering test.

关 键 词：深隧工程 联系测量 联系三角形 起始边方位角 精度分析 

分 类 号：P258[天文地球—测绘科学与技术]