Rapidly assembled rock and soil reinforcement device

The utility model discloses a rapidly assembled rock and soil reinforcement device which is applicable to matching an anchor rod to reinforce rock and soil. The rapidly assembled rock and soil reinforcement device at least comprises a first force bearing component and a second force bearing component, distending force is generated by the aid of a wedge-shaped structure of the second force bearing component formed between an anchor part and the first force bearing component, so that the first force bearing component is connected with the second force bearing component, the inner diameter of the first force bearing component is remarkably larger than the outer diameter of the anchor rod, and the first force bearing component can freely shuttle on the anchor rod and is conveniently conveyed to a preset position from one end of the anchor rod. When the rapidly assembled rock and soil reinforcement device is assembled, the second force bearing component moves for a short distance relative to the first force bearing component along the distending direction, so that the second force bearing component can generate the distending force, and the anchor rod is connected with the first force bearing component. Compared with the prior art, assembly is remarkably accelerated. In soil or a rock layer, when the stress of the anchor rod is enlarged, the distending force generated by the second force bearing component can be automatically increased along with the stress of the anchor rod, and mechanical strength and reliability are greatly improved as compared with the prior art.