A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall rock-entering grooving device and construction method
The invention relates to an underground diaphragm wall rock-entering grooving device and a construction method. The underground diaphragm wall rock-entering grooving device comprises a supporting structure, a mounting box, a first cutting structure, a second cutting structure, a first driving structure and a second driving structure. The first cutting structure and the second cutting structure are arranged on the two sides of the mounting box correspondingly, and the mounting box is rotationally arranged on the supporting structure so as to drive the first cutting structure or the second cutting structure to rotate to the cutting position. The supporting structure can stretch out and draw back in the direction close to or away from the rock layer, so that the first cutting structure or the second cutting structure located at the cutting position can move in the direction close to or away from the rock layer. The first driving structure is used for driving the first cutting structure to rotate so as to cut the rock layer to form a preset groove; the second cutting structure can extend into the preset groove, and the second driving structure is used for driving the second cutting structure to rotate so as to cut the groove wall of the preset groove and crush the rock layer.
本公开涉及一种地下连续墙入岩成槽装置及施工的方法，包括支撑结构、安装箱以及第一切割结构、第二切割结构、第一驱动结构、第二驱动结构；第一切割结构、第二切割结构分设在安装箱的两侧，安装箱转动设置在支撑结构上，以带动第一切割结构或第二切割结构转动至切割位置；支撑结构可朝向靠近或者远离岩石层的方向伸缩，以使位于切割位置的第一切割结构或第二切割结构可朝向靠近或者远离岩石层的方向移动；第一驱动结构用于驱动第一切割结构旋转，以对岩石层进行切割处理形成预设槽；第二切割结构可伸入至预设槽内，第二驱动结构用于驱动第二切割结构旋转，以对预设槽的槽壁进行切割处理，对岩石层进行破碎处理。
Underground diaphragm wall rock-entering grooving device and construction method
The invention relates to an underground diaphragm wall rock-entering grooving device and a construction method. The underground diaphragm wall rock-entering grooving device comprises a supporting structure, a mounting box, a first cutting structure, a second cutting structure, a first driving structure and a second driving structure. The first cutting structure and the second cutting structure are arranged on the two sides of the mounting box correspondingly, and the mounting box is rotationally arranged on the supporting structure so as to drive the first cutting structure or the second cutting structure to rotate to the cutting position. The supporting structure can stretch out and draw back in the direction close to or away from the rock layer, so that the first cutting structure or the second cutting structure located at the cutting position can move in the direction close to or away from the rock layer. The first driving structure is used for driving the first cutting structure to rotate so as to cut the rock layer to form a preset groove; the second cutting structure can extend into the preset groove, and the second driving structure is used for driving the second cutting structure to rotate so as to cut the groove wall of the preset groove and crush the rock layer.
本公开涉及一种地下连续墙入岩成槽装置及施工的方法，包括支撑结构、安装箱以及第一切割结构、第二切割结构、第一驱动结构、第二驱动结构；第一切割结构、第二切割结构分设在安装箱的两侧，安装箱转动设置在支撑结构上，以带动第一切割结构或第二切割结构转动至切割位置；支撑结构可朝向靠近或者远离岩石层的方向伸缩，以使位于切割位置的第一切割结构或第二切割结构可朝向靠近或者远离岩石层的方向移动；第一驱动结构用于驱动第一切割结构旋转，以对岩石层进行切割处理形成预设槽；第二切割结构可伸入至预设槽内，第二驱动结构用于驱动第二切割结构旋转，以对预设槽的槽壁进行切割处理，对岩石层进行破碎处理。
Underground diaphragm wall rock-entering grooving device and construction method
地下连续墙入岩成槽装置及施工的方法
SONG LIZHU (author) / FU SHENGZHE (author)
2022-11-25
Patent
Electronic Resource
Chinese
IPC:
E02F
Baggern
,
DREDGING
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