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Tunnel structure settlement device and tunnel structure settlement deviation rectifying method
The invention relates to the technical field of underground engineering, and discloses a tunnel structure settlement deviation rectifying device. The device comprises a three-dimensional laser scanner, a monitoring distribution point, a measuring robot, a vertical grouting pipe, a first inclined grouting pipe and a second inclined grouting pipe; the vertical grouting pipe is vertically inserted in a vertical grouting hole of the stratum; the first inclined grouting pipe is obliquely inserted into a first inclined grouting hole of the stratum; the second inclined grouting pipe is obliquely inserted into a second inclined grouting hole of the stratum; and the bottom end of the second inclined grouting pipe is located above the bottom end of the first inclined grouting pipe. In order to achieve the same purpose, the invention further provides a tunnel structure settlement deviation rectifying method. According to the invention, the purpose of well controlling the flow direction of grout and water and the grouting amount can be achieved when the settlement deviation correction is carried out on a tunnel structure.
本发明涉及地下工程技术领域,公开了一种隧道结构沉降纠偏装置,其包括三维激光扫描仪、监测布点、测量机器人、垂直注浆管、第一倾斜注浆管和第二倾斜注浆管,垂直注浆管垂直插设于地层的垂直注浆孔内;第一倾斜注浆管倾斜插设于地层的第一倾斜注浆孔内;第二倾斜注浆管倾斜插设于地层的第二倾斜注浆孔内,第二倾斜注浆管的底端在第一倾斜注浆管的底端的上方。为了达到相同的目的,本发明还提供了一种隧道结构沉降纠偏方法。本发明可以达到在对隧道结构进行沉降纠偏时,可以很好地对浆液和水的流通方向、注浆量进行控制的目的。
Tunnel structure settlement device and tunnel structure settlement deviation rectifying method
The invention relates to the technical field of underground engineering, and discloses a tunnel structure settlement deviation rectifying device. The device comprises a three-dimensional laser scanner, a monitoring distribution point, a measuring robot, a vertical grouting pipe, a first inclined grouting pipe and a second inclined grouting pipe; the vertical grouting pipe is vertically inserted in a vertical grouting hole of the stratum; the first inclined grouting pipe is obliquely inserted into a first inclined grouting hole of the stratum; the second inclined grouting pipe is obliquely inserted into a second inclined grouting hole of the stratum; and the bottom end of the second inclined grouting pipe is located above the bottom end of the first inclined grouting pipe. In order to achieve the same purpose, the invention further provides a tunnel structure settlement deviation rectifying method. According to the invention, the purpose of well controlling the flow direction of grout and water and the grouting amount can be achieved when the settlement deviation correction is carried out on a tunnel structure.
本发明涉及地下工程技术领域,公开了一种隧道结构沉降纠偏装置,其包括三维激光扫描仪、监测布点、测量机器人、垂直注浆管、第一倾斜注浆管和第二倾斜注浆管,垂直注浆管垂直插设于地层的垂直注浆孔内;第一倾斜注浆管倾斜插设于地层的第一倾斜注浆孔内;第二倾斜注浆管倾斜插设于地层的第二倾斜注浆孔内,第二倾斜注浆管的底端在第一倾斜注浆管的底端的上方。为了达到相同的目的,本发明还提供了一种隧道结构沉降纠偏方法。本发明可以达到在对隧道结构进行沉降纠偏时,可以很好地对浆液和水的流通方向、注浆量进行控制的目的。
Tunnel structure settlement device and tunnel structure settlement deviation rectifying method
一种隧道结构沉降装置及隧道结构沉降纠偏方法
WANG YIZHAO (author) / BAI WENFENG (author) / LIU CHENGJUN (author) / LUO HAITAO (author) / ZHANG RONGHUI (author) / HUANG BO (author) / XU SHIYANG (author) / ZHANG YUZHAO (author)
2021-10-19
Patent
Electronic Resource
Chinese
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