DocumentCode
2991271
Title
Application and Study of Smart Station´s Polar Coordinates Measurements
Author
He, Cheng ; Gong, Yinxi ; Feng, Zhongke ; Guo, Weiwei ; Yan, Fei
Author_Institution
Inst. of GIS RS & GPS, Beijing Forestry Univ., Beijing, China
fYear
2010
fDate
29-31 Oct. 2010
Firstpage
1
Lastpage
4
Abstract
This paper considered the complexity of foundation pit and many unforeseen factors during the construction, and the combined effects of polar coordinate measurement errors and control points position errors, and put forward firstly Smart Station polar-coordinate observation method which uses Smart Station to observe horizontal displacement: firstly, measuring the distance and angle of the central points of the reflector by high-precision non-prism Smart Station, to obtain coordinates of the center point exactly; the next step is to make comparison between monitoring data and predictive value, figure out the horizontal displacement of observation points on the spot by the software in the Smart Station, to judge whether the construction parameters and technology are in line with expectations. When the error is over the limit values, the automatic alarm function will be set up, which provides a basis and feasibility for the most rapid design and construction programs to adjust construction scheme and control soil deformation. According to different error sources, choosing three kinds of common methods after integrating subjective and objective aspects, and compared Smart Station polar coordinate method with the traditional polar coordinate and at last demonstrated the superiority of the method of Smart Station polar coordinates. This study made super station used in polar plane displacement monitoring to improve the accuracy of the plane displacement monitoring and speed up the efficiency of the monitoring, at the same time which will make monitoring of plane displacement more reliable.
Keywords
building; condition monitoring; construction industry; displacement measurement; foundations; safety; control point position error; foundation pit; horizontal displacement; monitoring data; polar plane displacement monitoring; predictive value; smart station polar coordinate measurements; soil deformation; Accuracy; Coordinate measuring machines; Displacement measurement; Measurement uncertainty; Monitoring; Position measurement; Software measurement;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2010 International Conference on
Conference_Location
Ningbo
Print_ISBN
978-1-4244-7871-2
Type
conf
DOI
10.1109/ICMULT.2010.5630437
Filename
5630437
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