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    A GNSS Multibaseline Single-Epoch Millimeter-Level Positioning Method for Construction Survey of Superhigh-Rise Buildings

    Source: Journal of Surveying Engineering:;2024:;Volume ( 150 ):;issue: 004::page 04024010-1
    Author:
    Rong Yuan
    ,
    Xiaowei Cui
    ,
    Yuqi Zhou
    ,
    Mingquan Lu
    ,
    Shengliang Zhang
    ,
    Xin Fan
    ,
    Shuliang Huang
    ,
    Junjuan Jiao
    DOI: 10.1061/JSUED2.SUENG-1512
    Publisher: American Society of Civil Engineers
    Abstract: When global navigation satellite systems (GNSS) are applied to construction survey of superhigh-rise buildings, satellite signal obstruction and multipath effects reduce the number of usable observations and make it difficult to obtain positioning with high precision. Considering that construction surveys are often temporary and there is structural displacement during construction, a fast or even single-epoch kinematic positioning with accuracy up to millimeter-level is necessary. In this paper, a GNSS multibaseline single-epoch millimeter-level positioning method (MSM) is proposed with zero ambiguity-closure difference (ZAC) validation, baseline length constraints, baseline vector closure constraints and coordinate adjustment to improve fixing rate and positioning accuracy. First, ambiguity-based multiple fault detection and exclusion (AM-FDE) method is proposed to detect multipath effects affecting the determination of multiple baselines, and constraints of baseline length are used to improve performance of fixing rate in the construction environment. Then, multiple baselines consisting of multiple rovers and base stations with more measurements, as well as the geometric closure constraints are used to improve positioning accuracy. Finally, known baseline length and zero baseline vector closure difference (ZBC) are used to validate the fixed solution, which improve the reliability of single-epoch positioning. A GNSS survey experiment was conducted on a superhigh-rise building at the construction height of about 90 m. The experimental results show that fixing rate of MSM is close to 100%, and positioning accuracies reference to the widely used total station in East, North, Up (ENU) components are 4.4 mm, 4.6 mm, and 8.1 mm, respectively. The MSM method can achieve a single-epoch millimeter-level positioning reference to total station in both horizontal and vertical components. Additionally, GNSS positioning error will not increase with a higher construction height, as well as GNSS can realize automatic and all-weather positioning, which has great advantages for construction survey of superhigh-rise buildings.
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      A GNSS Multibaseline Single-Epoch Millimeter-Level Positioning Method for Construction Survey of Superhigh-Rise Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298268
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    contributor authorRong Yuan
    contributor authorXiaowei Cui
    contributor authorYuqi Zhou
    contributor authorMingquan Lu
    contributor authorShengliang Zhang
    contributor authorXin Fan
    contributor authorShuliang Huang
    contributor authorJunjuan Jiao
    date accessioned2024-12-24T10:05:06Z
    date available2024-12-24T10:05:06Z
    date copyright11/1/2024 12:00:00 AM
    date issued2024
    identifier otherJSUED2.SUENG-1512.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298268
    description abstractWhen global navigation satellite systems (GNSS) are applied to construction survey of superhigh-rise buildings, satellite signal obstruction and multipath effects reduce the number of usable observations and make it difficult to obtain positioning with high precision. Considering that construction surveys are often temporary and there is structural displacement during construction, a fast or even single-epoch kinematic positioning with accuracy up to millimeter-level is necessary. In this paper, a GNSS multibaseline single-epoch millimeter-level positioning method (MSM) is proposed with zero ambiguity-closure difference (ZAC) validation, baseline length constraints, baseline vector closure constraints and coordinate adjustment to improve fixing rate and positioning accuracy. First, ambiguity-based multiple fault detection and exclusion (AM-FDE) method is proposed to detect multipath effects affecting the determination of multiple baselines, and constraints of baseline length are used to improve performance of fixing rate in the construction environment. Then, multiple baselines consisting of multiple rovers and base stations with more measurements, as well as the geometric closure constraints are used to improve positioning accuracy. Finally, known baseline length and zero baseline vector closure difference (ZBC) are used to validate the fixed solution, which improve the reliability of single-epoch positioning. A GNSS survey experiment was conducted on a superhigh-rise building at the construction height of about 90 m. The experimental results show that fixing rate of MSM is close to 100%, and positioning accuracies reference to the widely used total station in East, North, Up (ENU) components are 4.4 mm, 4.6 mm, and 8.1 mm, respectively. The MSM method can achieve a single-epoch millimeter-level positioning reference to total station in both horizontal and vertical components. Additionally, GNSS positioning error will not increase with a higher construction height, as well as GNSS can realize automatic and all-weather positioning, which has great advantages for construction survey of superhigh-rise buildings.
    publisherAmerican Society of Civil Engineers
    titleA GNSS Multibaseline Single-Epoch Millimeter-Level Positioning Method for Construction Survey of Superhigh-Rise Buildings
    typeJournal Article
    journal volume150
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/JSUED2.SUENG-1512
    journal fristpage04024010-1
    journal lastpage04024010-12
    page12
    treeJournal of Surveying Engineering:;2024:;Volume ( 150 ):;issue: 004
    contenttypeFulltext
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