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Tunnel portal framework slope protection design method
The invention relates to the technical field of tunnel design, and discloses a tunnel portal framework slope protection design method which comprises the steps that a tunnel portal peripheral terrain curved surface and a side and front slope three-dimensional model are constructed; skeleton slope protection control parameters are extracted, and section contours of the components are generated based on the skeleton slope protection control parameters; based on the terrain curved surface around the tunnel portal and the side and front slope three-dimensional model, determining a layout point location of a skeleton protection slope; and skeleton slope protection arrangement and engineering quantity statistics are carried out according to the section contour and the arrangement point positions, and a skeleton slope protection design scheme is obtained. According to the method, the design efficiency and precision of the skeleton slope protection and the visualization degree of results can be effectively improved.
本申请涉及隧道设计技术领域,公开了一种隧道洞口骨架护坡设计方法,该方法包括构建隧道洞口周边地形曲面以及边仰坡三维模型;提取骨架护坡控制性参数,并基于所述骨架护坡控制性参数生成构件的截面轮廓;基于所述隧道洞口周边地形曲面和所述边仰坡三维模型确定骨架护坡的布设点位;根据所述截面轮廓和所述布设点位进行骨架护坡布置和工程量统计,得到骨架护坡设计方案。本申请能够有效提高骨架护坡的设计效率、精度和成果的可视化程度。
Tunnel portal framework slope protection design method
The invention relates to the technical field of tunnel design, and discloses a tunnel portal framework slope protection design method which comprises the steps that a tunnel portal peripheral terrain curved surface and a side and front slope three-dimensional model are constructed; skeleton slope protection control parameters are extracted, and section contours of the components are generated based on the skeleton slope protection control parameters; based on the terrain curved surface around the tunnel portal and the side and front slope three-dimensional model, determining a layout point location of a skeleton protection slope; and skeleton slope protection arrangement and engineering quantity statistics are carried out according to the section contour and the arrangement point positions, and a skeleton slope protection design scheme is obtained. According to the method, the design efficiency and precision of the skeleton slope protection and the visualization degree of results can be effectively improved.
本申请涉及隧道设计技术领域,公开了一种隧道洞口骨架护坡设计方法,该方法包括构建隧道洞口周边地形曲面以及边仰坡三维模型;提取骨架护坡控制性参数,并基于所述骨架护坡控制性参数生成构件的截面轮廓;基于所述隧道洞口周边地形曲面和所述边仰坡三维模型确定骨架护坡的布设点位;根据所述截面轮廓和所述布设点位进行骨架护坡布置和工程量统计,得到骨架护坡设计方案。本申请能够有效提高骨架护坡的设计效率、精度和成果的可视化程度。
Tunnel portal framework slope protection design method
隧道洞口骨架护坡设计方法
DAI-LIN FABAO (Autor:in) / YANG HUI (Autor:in) / CHEN SHAOPING (Autor:in) / SUN WENHAO (Autor:in) / XIAO MINGQING (Autor:in) / XUE GUANGQIAO (Autor:in) / YANG JIAN (Autor:in) / LI JIAJIAN (Autor:in) / WU JIAMING (Autor:in) / PENG JIAMEI (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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