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Device and method for testing allowable normal frost heaving displacement of soil slope protection structure
The invention provides a device and a method for testing allowable normal frost heaving displacement of a soil slope protection structure, and relates to a device and method for testing allowable normal frost heaving displacement. The device and method aim at solving the problem that design, application and popularization of the soil slope protection structure in cold region hydraulic engineering are limited. The protection structure displacement testing device is installed over a soil slope foundation soil uneven frost heaving and thaw collapse deformation simulation device and used for testing displacement of the soil slope protection structure. The method includes the steps that a second lead screw is rotated clockwise, when an annular body on the innermost ring ascends to a set limit position, the second annular body is driven to ascend till the accumulated ascending height reaches preset foundation soil uneven frost heaving deformation, and simulation of frost heaving deformation is completed; the second lead screw is rotated anticlockwise, the annular body resets, and simulation of thaw collapse deformation is completed; and a three-dimensional terrain measurement system is used for testing displacement of the protection structure in the uneven frost heaving and thaw collapse deformation process. The device and method are used for measuring allowable normal frost heaving displacement.
一种测试土质边坡防护结构允许法向冻胀位移的装置及方法,它涉及一种允许法向冻胀位移的装置及方法。本发明为了解决土质边坡防护结构在寒区水利工程中的设计、应用和推广受到限制。本发明的防护结构位移测试装置安装在土质边坡基土不均匀冻胀、融沉变形模拟装置的正上方,用来测试土质边坡防护结构的位移;方法:顺时针旋转第二丝杠,当最内环的环形体上升至设定限位时,带动第二环形体升起,直到累积抬升高度达到预先设定的基土不均匀冻胀变形为止,完成冻胀变形的模拟;逆时针旋转第二丝杠环形体复位,完成融沉变形的模拟;用三维地形测量系统测试非均匀冻胀、融沉变形过程中防护结构的位移。本发明用于允许法向冻胀位移的测量。
Device and method for testing allowable normal frost heaving displacement of soil slope protection structure
The invention provides a device and a method for testing allowable normal frost heaving displacement of a soil slope protection structure, and relates to a device and method for testing allowable normal frost heaving displacement. The device and method aim at solving the problem that design, application and popularization of the soil slope protection structure in cold region hydraulic engineering are limited. The protection structure displacement testing device is installed over a soil slope foundation soil uneven frost heaving and thaw collapse deformation simulation device and used for testing displacement of the soil slope protection structure. The method includes the steps that a second lead screw is rotated clockwise, when an annular body on the innermost ring ascends to a set limit position, the second annular body is driven to ascend till the accumulated ascending height reaches preset foundation soil uneven frost heaving deformation, and simulation of frost heaving deformation is completed; the second lead screw is rotated anticlockwise, the annular body resets, and simulation of thaw collapse deformation is completed; and a three-dimensional terrain measurement system is used for testing displacement of the protection structure in the uneven frost heaving and thaw collapse deformation process. The device and method are used for measuring allowable normal frost heaving displacement.
一种测试土质边坡防护结构允许法向冻胀位移的装置及方法,它涉及一种允许法向冻胀位移的装置及方法。本发明为了解决土质边坡防护结构在寒区水利工程中的设计、应用和推广受到限制。本发明的防护结构位移测试装置安装在土质边坡基土不均匀冻胀、融沉变形模拟装置的正上方,用来测试土质边坡防护结构的位移;方法:顺时针旋转第二丝杠,当最内环的环形体上升至设定限位时,带动第二环形体升起,直到累积抬升高度达到预先设定的基土不均匀冻胀变形为止,完成冻胀变形的模拟;逆时针旋转第二丝杠环形体复位,完成融沉变形的模拟;用三维地形测量系统测试非均匀冻胀、融沉变形过程中防护结构的位移。本发明用于允许法向冻胀位移的测量。
Device and method for testing allowable normal frost heaving displacement of soil slope protection structure
一种测试土质边坡防护结构允许法向冻胀位移的装置及方法
SU ANSHUANG (author) / JIA JINSHENG (author) / ZHENG CUIYING (author) / ZHANG SHOUJIE (author) / YANG HUICHEN (author) / LI ZHAOYU (author) / LI AILI (author) / LI XIAOGENG (author) / LI LINGYU (author) / ZHENG JIAN (author)
2021-10-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
European Patent Office | 2023
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