30results about How to "Reduce damage and deformation" patented technology

The invention relates to an intelligent cabinet. The intelligent cabinet comprises a storage frame, electric sliding blocks, bowl pulling bar frames, stabilizing frames, tensioning plates, fastening water collecting frames, splash-proof sponges and extruding rails, the electric sliding blocks are mounted on the side wall of the middle of the storage frame in a left-right symmetric mode, the electric sliding blocks are provided with the bowl pulling bar frames, the stabilizing frames are mounted at the left ends and the right ends of the bowl pulling bar frames, the rear ends of the bowl pulling bar frames are connected with the inner wall of the storage frame through the tensioning plates, the fastening water collecting frames are arranged at the lower ends of the bowl pulling bar frames,the splash-proof sponges are arranged in the fastening water collecting frames, and the extruding rails are arranged on the lower parts of the electric sliding blocks. According to the intelligent cabinet, the lower ends of the bowl pulling bar frames are of hollow out net-shaped structures, dropping of residual water droplets on bowls and chopsticks is convenient, the surface of an inner separation plate is scrubbed by personnel at fixed period, but dead corners are difficult to scrub, and problem that the surface of the inner separation plate is prone to being corroded due to the water droplets residual remaining at the dead corners is prone to occurring.

The invention relates to an intelligent cabinet. The intelligent cabinet comprises a storage frame, electric sliding blocks, bowl pulling bar frames, stabilizing frames, tensioning plates, fastening water collecting frames, splash-proof sponges and extruding rails, the electric sliding blocks are mounted on the side wall of the middle of the storage frame in a left-right symmetric mode, the electric sliding blocks are provided with the bowl pulling bar frames, the stabilizing frames are mounted at the left ends and the right ends of the bowl pulling bar frames, the rear ends of the bowl pulling bar frames are connected with the inner wall of the storage frame through the tensioning plates, the fastening water collecting frames are arranged at the lower ends of the bowl pulling bar frames,the splash-proof sponges are arranged in the fastening water collecting frames, and the extruding rails are arranged on the lower parts of the electric sliding blocks. According to the intelligent cabinet, the lower ends of the bowl pulling bar frames are of hollow out net-shaped structures, dropping of residual water droplets on bowls and chopsticks is convenient, the surface of an inner separation plate is scrubbed by personnel at fixed period, but dead corners are difficult to scrub, and problem that the surface of the inner separation plate is prone to being corroded due to the water droplets residual remaining at the dead corners is prone to occurring.

The invention discloses a large-scale underground cavern group layout method applied to water conservancy and hydropower engineering and underground storage cavern engineering. The underground cavern group layout method can give overall consideration to major factors having influences on underground cavern adjoining rock stability, particularly gives overall consideration to the crucial factor of the rock strength-stress ratio, enables a large-scale underground cavern group layout designing scheme to be scientific, and is overall in considered factors. The method includes the following steps: firstly, determining the positions of main caverns, then determining the axis directions of the main caverns, determining the thickness of a rock pillar between the main caverns, and finally determining cavern shapes of the main caverns. When the cavern shapes of the main caverns are determined, each main cavern is divided into an underground main power house, a main transformer chamber and a tail water surge chamber according to functions, the hole shape of each underground main power house and the hole shape of each main transformer chamber are in circular arch straight wall shapes or egg shapes, and each tail water surge chamber is in a cylinder shape or a gallery shape.

The invention discloses a clamping groove assembling type steel pipe column and steel beam connecting joint and a construction method thereof. A plurality of H-shaped steel beams are horizontally connected to the side wall of the periphery of a steel pipe column. A steel beam end plate extending in the beam height direction of the steel pipe column is fixedly welded to the end face of each H-shaped steel beam. A U-shaped clamping groove is welded to the lower side of the steel pipe column. The lower sides of the steel beam end plates are inserted into the U-shaped clamping groove. An annular movable steel hoop is installed on the upper side of the steel pipe column. The upper ends of the steel beam end plates are hooped and connected through the movable steel hoop or hooped and connected in the mode that a reinforcing plate is matched with the movable steel hoop. Insertion plates for fastening are inserted into gaps between the U-shaped clamping groove and the steel beam end plates. An annular reinforcing plate is welded to the portion, matched with the movable steel hoop, of the middle of the inner wall of the reinforcing plate. An end plate reinforcing plate is fixedly arranged at the joint of an upper wing edge and the middle of the upper end of each steel beam end plate. A notch is formed in the middle of the annular reinforcing plate on each side. The clamping groove assembling type steel pipe column and steel beam connecting joint has the advantages that the industrial degree is high, no welding or bolt connection is needed on a construction site, and the construction speed is high, and has better technical benefits.

The invention discloses a valve. A valve flap of the valve is connected to the inner portion of a valve body through a thread structure in a threaded mode, wherein the thread structure extends in the direction surrounding a valve port, a rotation stopping insertion groove is matched with a rotation stopping plug in a rotation stopping and inserted mode in the direction of the valve port, the rotating stopping insertion groove is formed in the valve flap, the rotation stopping plug is correspondingly arranged on a valve rod, and the rotation stopping plug is in pilot fit with the rotation stopping insertion groove in the length direction of the valve rod. When the valve is used, the valve rod can drive the valve flap to rotate in the valve body, the performance that the valve rod can be disengaged from the valve flap in the direction of the valve port can be guaranteed with the help of the pilot fit between the rotation stopping plug and the rotation stopping insertion groove, and therefore the valve rod can not be influenced by the assembly errors of the valve flap in a valve cavity while providing the torque required by the opening motion and the closing motion of the valve flap for the valve flap, and reliability and stability of the movement of the valve flap in the valve cavity can be guaranteed.

The invention discloses a layout design method of an underground cavern group applied to a water conservancy and hydropower project and an underground storage. According to the layout method, main factors influencing the stability of surrounding rock of the underground caverns, especially, the rock strength stress ratio which is the essential factor can be fully taken into consideration. The method comprises the following steps of: firstly determining the positions of main caverns, determining the axial line directions of the main caverns, determining the thicknesses of rock pillars among the main caverns, and finally determining the shapes of the main caverns, wherein in the process of determining the thicknesses of the rock pillars among the main caverns, the thicknesses of the rock pillars are 1.0-2.5-time mean than excavation span between two adjacent main caverns and are 0.5-0.8 times that of the height of the big one in the adjacent two main caverns. Compared with the layout design with a design plan provided by a using traditional layout method, the layout design with the layout method disclosed by the invention is more scientific; and especially, in a highland stress environment and in a condition with relatively low surrounding rock strength, the phenomena of the deformation and destruction of the surrounding rock after the surrounding rock of the underground cavern group is excavation-unloaded can be greatly reduced or the deformation and destruction degrees of the surrounding rock can be reduced.