Abstract: A gate valve device includes a cleaning component, a first lifting component, and a second lifting component. The cleaning component is arranged on the second lifting component. The first lifting component is configured to control whether an opening on a side of a vacuum chamber close to a swing gate valve is in a closed state. The second lifting component is configured to, in a case that the opening on the side of the vacuum chamber close to the swing gate valve is in the closed state, control the cleaning component to clean the swing gate valve.

Abstract: A method for acquiring a battery capacity, includes: acquiring multiple initial charging parameters of a battery when the battery is charged during a current charging process, where state of charge (SOC) of the battery in the current charging process changes for a range covering an SOC range, or a minimum charging temperature of the battery in the current charging process is greater than or equal to a temperature threshold; periodically acquiring multiple actual charging parameters of the battery during the current charging process and a current number of charging times corresponding to the current charging process; and acquiring, according to the multiple initial charging parameters, the multiple actual charging parameters, and the current number of charging times, a predicted battery capacity of the battery in a next charging process.

Abstract: A gate valve device includes a cleaning component, a first lifting component, and a second lifting component. The cleaning component is arranged on the second lifting component. The first lifting component is configured to control whether an opening on a side of a vacuum chamber close to a swing gate valve is in a closed state. The second lifting component is configured to, in a case that the opening on the side of the vacuum chamber close to the swing gate valve is in the closed state, control the cleaning component to clean the swing gate valve.

Abstract: The present invention discloses a shed tunnel structure for preventing a falling rock, including a shed tunnel body and a buffer plate for bearing impact of the falling rock, where the shed tunnel body includes a first supporting structure, and the first supporting structure is arranged on a side away from a ramp; one end of the buffer plate is connected to the ramp; a side face of the buffer plate close to the shed tunnel body is in movable contact with the first supporting structure, and the contact position is close to the other end of the buffer plate. The objective of resisting continuous impact of the falling rock can be achieved through the structural design.

Abstract: The airlock is provided with supporting legs configured to carry a wafer. The airlock further includes a wafer position correction system. The wafer position correction system includes sensing units, adjustment units and a control system. Each sensing unit is arranged on a respective one of the supporting legs and configured to sense a pressure signal applied on said sensing unit by the wafer. The sensing units are arranged at an edge of a calibration region. The adjustment units are arranged in the airlock around a periphery of the calibration region and configured to adjustably push the wafer. The control system is electrically connected to each of the sensing units and each of the adjustment units, and configured to select and control some of the adjustment units to adjust a position of the wafer according to the pressure signal.

Abstract: A combined energy dissipation scaffolding structure for preventing falling rock hazards for high and steep side slope during highway construction. The combined energy dissipation scaffolding structure mainly comprises five parts: a top surface impact-resistance system closely jointed with the existing slope surface, a top surface support system composed of 3D stereographic steel frame systems, a scaffolding body structure composed of a cross beam and support steel-pipe posts at both sides, a mountain-side anchorage system for anchoring the top surface impact-resistance system and the scaffolding body structure, and an anchoring-type steel-plate concrete composite foundation, wherein a fixed base is welded with the bottom of the steel-pipe post and is driven in the foundation soils using anchor rods.

Abstract: A laser-assisted tunnel boring machine and a rock fragmenting method thereof belong to the technical field of tunnel engineering. Two rock fragmenting modes exist: a laser-cutter rock fragmenting mode and a cutter rock fragmenting mode, wherein the two rock fragmenting modes are switched by an intelligent control system; and for the laser-assisted rock fragmenting mode, hot fragmenting is mainly performed using lasers which assisted by water spray systems, to achieve the purposes of auxiliary rock fragmenting by laser radiation for hot cracking and water spray for quick cooling, and mechanical rock fragmenting for excavation.

Abstract: The present invention discloses a combined energy dissipation scaffolding structure for preventing falling rock hazards for high and steep side slope during highway construction, which belongs to the field of prevention and cure against highway disaster and post-disaster reconstruction engineering in earthquake area. The combined energy dissipation scaffolding structure mainly comprises five parts: a top surface impact-resistance system closely jointed with the existing slope surface, a top surface support system composed of 3D stereographic steel frame systems, a scaffolding body structure composed of a cross beam and support steel-pipe posts at both sides, a mountain-side anchorage system for anchoring the top surface impact-resistance system and the scaffolding body structure, and an anchoring-type steel-plate concrete composite foundation, wherein a fixed base is welded with the bottom of the steel-pipe post and is driven in the foundation soils using anchor rods.

Abstract: The present invention discloses a laser-assisted tunnel boring machine and a rock fragmenting method thereof, which belongs to the technical field of tunnel engineering. Two rock fragmenting modes exist: a laser-cutter rock fragmenting mode and a cutter rock fragmenting mode, wherein the two rock fragmenting modes are recognized and switched by an intelligent control system, the laser-cutter rock fragmenting mode is used in the hard rock stratum, so that the rock fragmenting efficiency can be improved, and the cutter rock fragmenting mode is used in the soft rock stratum; and for the laser-assisted rock fragmenting mode, hot fragmenting is mainly performed using lasers, and laser heads are installed on a cutter head of the tunnel boring machine and are assisted by water spray systems, to achieve the purposes of auxiliary rock fragmenting by laser radiation for hot cracking and water spray for quick cooling, and mechanical rock fragmenting for excavation.