Abstract: A hand acupoint positioning method, device, acupuncture robot and storage medium, which comprises: obtaining reflex zones of a hand image and topology relationship of hand acupoints; splicing the reflex zones, the topology relationship and the hand image to obtain a hand splicing image; inputing the hand splicing image into an acupoint recognition model to obtain the hand acupoints. The invention uses reflex zones as auxiliary information and topology relationship as priority knowledge. More context information can be added to the hand acupoint positioning process, which improves the positioning accuracy of the hand acupoints.

Abstract: The present invention provides a facial acupoint locating method, an acupuncture method, an acupuncture robot, and a storage medium. The facial acupoint locating method includes: collecting an RGB image and a depth image of a face by using a depth camera, and generating three-dimensional point cloud data of the face based on the RGB image and the depth image; inputting the three-dimensional point cloud data of the face into a trained face segmentation model to obtain a plurality of facial feature regions, where the plurality of the facial feature regions include eyebrow regions, eye regions, a nose region, and a mouth region; and acquiring an association relationship between the plurality of the facial feature regions and key acupoint points, and determining locations of the facial acupoints based on the association relationship and the plurality of the facial feature regions.

Abstract: Provided is a high geostress fault simulator using non-soil rock materials media, including a first movable unit, a second movable unit, and a stress simulation unit, where the first movable unit includes a first support platform and a second support platform, the second movable unit includes a first movable box, a second movable box, and an accommodation space, and the stress simulation unit includes support frames and stress simulation assemblies in which a to-be-tested model is disposed. The present invention simulates a stress level of a soil mass in a deep formation through the stress simulation unit, thereby simulating triaxial fault effects occurring in the deep formation through the simulator, and further studying an impact of triaxial earthquake fault effects on civil engineering structures under a stress of the soil mass in the deep formation when an earthquake occurs.

Abstract: The present application relates to the technical field of removing a section steel concrete column, and more particularly, the present application relates to a method for removing a section steel concrete column, comprising: determining a pre-blasting portion of the section steel concrete column according to a height dimension of the section steel concrete column; cutting a pre-blasting portion to obtain an initiation position, part of section steel being exposed at the section steel concrete column at the initiation position; a blasting object being provided at the part of section steel at concrete at the initiation position, the blasting object provided at the part of the section steel being a linear energy-concentrating cutter; detonating the blasting object to remove the section steel concrete column.

Abstract: The present invention relates to the technical field of researching and developing a seismic fault motion simulation experimental instrument, and particularly relates to a matching box body structure for simulating fault motion and a seismic fault simulation experimental platform, including a left box body and a right box body arranged in a left and right matching manner, wherein the inner cavities of the left box body and the right box body communicate with each other and form an accommodating cavity for accommodating a soil layer, both the left box body and the right box body include a main box body, two sides along the left direction and right direction have openings, and the top side has an opening; and an end cover.

Abstract: The present application provides a soil-rock fault simulation device, comprising a base, a support arm, a first box body and a second box body; the first box body is movably mounted on the support arm and moves in a left and right direction to facilitate the movement of the first box body relative to the second box body in the left and right direction; the first box body moves in a forward and backward direction relative to the second box body as the support arm moves in a forward and backward direction relative to the base, and the first soil-rock in the first soil-rock space forms a forward-backward direction fault as the first box body moves in a forward and backward direction relative to the second box body; the fault simulation effect of soil-rock fault simulation device is improved.

Abstract: The present application provides a soil-rock fault simulation device, comprising a base, a support arm, a first box body and a second box body; the first box body is movably mounted on the support arm and moves in a left and right direction to facilitate the movement of the first box body relative to the second box body in the left and right direction; the first box body moves in a forward and backward direction relative to the second box body as the support arm moves in a forward and backward direction relative to the base, and the first soil-rock in the first soil-rock space forms a forward-backward direction fault as the first box body moves in a forward and backward direction relative to the second box body; the fault simulation effect of soil-rock fault simulation device is improved.