9results about How to "Meet specification requirements" patented technology

The invention discloses a new energy photovoltaic intelligent management method and management system. The method comprises the following steps: collecting photovoltaic, inverter, energy storage, weather and power grid data in real time through a multi-source sensor network; time alignment and feature extraction are carried out, and abnormities such as hot spots, insulation degradation and battery attenuation are identified; building a day-ahead, intra-day and second-level three-layer collaborative optimization model, and dynamically generating a power scheduling instruction; and intelligent fault diagnosis and self-healing control are realized based on the knowledge graph. The system comprises a multi-source data acquisition module, a data fusion module, a multi-time scale optimization module, a fault diagnosis module and a man-machine interaction module. According to the invention, through full-dimension perception and multi-level cooperation, the energy utilization efficiency, the scheduling flexibility and the fault recovery speed are significantly improved, and high-permeability photovoltaic safety grid connection is supported.

The invention relates to the technical field of unmanned aerial vehicle sampling and water area ecological environment quality monitoring, in particular to a mobile self-organizing relay communication unmanned sampling method and system for a wide water area. Comprising a mobile vehicle-mounted console, a mobile self-organizing multistage relay communication link formed by a plurality of unmanned ships, and a collaborative operation unit formed by sampling unmanned aerial vehicles. The unmanned ships are connected end to end according to specific intervals, the signal radiation ranges of the unmanned ships are mutually overlapped, and the unmanned ships are automatically networked to form a continuous communication chain extending to a far-shore wide water area. The sampling unmanned aerial vehicle firstly stably hovers at a first hovering height and then vertically descends to a second hovering height to execute accurate sampling, and after sampling is completed, an automatic return flight instruction is triggered to achieve sample recovery. According to the invention, by constructing the dynamic self-organizing node network and state feedback closed-loop control, the bottleneck of signal transmission and collaborative operation capability of the unmanned aerial vehicle in a wide water area is solved, and large-range, high-efficiency and high-precision automatic unmanned sampling is realized.

The invention relates to a container locking supporting device and an application method thereof. The supporting device comprises a supporting body, a locking shaft and a limiting shaft. The supporting body comprises a connecting part and a pressure bearing part fixed to the top of the connecting part, the connecting part is matched with a side hole of the container, the top face of the pressure bearing part is provided with a concave part, and mounting holes penetrate through the connecting part and the concave part; the lock shaft comprises a limiting part and a connecting shaft fixed to the top of the limiting part, the connecting shaft is rotatably arranged in the mounting hole in a penetrating mode, and the top of the connecting shaft is located in the concave part and provided with an axial through hole. The limiting shaft is detachably and fixedly arranged in the axial through hole in a penetrating manner; the supporting body is provided with various models to be combined with the locking shaft and the limiting shaft according to different thicknesses of the pressure-bearing part. The limiting shaft is detachably and fixedly arranged in the axial through hole in the top of the connecting shaft in a penetrating mode, supporting bodies of different models can be replaced conveniently, containers of different widths can be accurately matched with the guide rails through the supporting bodies of the different models, the containers are not prone to excessively moving and losing stability in the sailing process, and the operation safety of a ship is guaranteed.

The utility model discloses a bridge concrete side guardrail pouring assembly type protection device belongs to protection device technical field, a bridge concrete side guardrail pouring assembly type protection device, it includes device main body, and device main body includes the steel connecting rod of multiple sets of the arrangement along guardrail template length direction, multiple sets of steel connecting rod are equipped with the protection subassembly that projects guardrail template top, and the protection subassembly is equipped with the auxiliary assembly along guardrail template length direction department, and the auxiliary assembly includes multiple connecting pieces that are equipped in the inboard place of protection subassembly, and the adjacent connecting piece all is connected with the mounting rod, multiple connecting pieces and mounting rod jointly form the hanging pole structure that extends along guardrail template length direction, and the mounting snap ring that is used for the safety belt installation is slidably equipped at the hanging pole structure department. Through the steel connecting rod and top protection subassembly of the arrangement along guardrail template length direction, form the steady top protection frame, improved construction security, solved the worker safety belt high hanging low use requirement simultaneously, satisfy the standard requirement.

The present application relates to the technical field of underground tunnel construction, in particular to a kind of construction method of tunnel hard rock. The upper bench excavation working face is sequentially divided into advance pilot hole milling face and expansion face from left to right, and parallel construction of advance pilot hole and expansion is adopted. Through zoning operation of excavation working face, parallel operation of advance pilot hole excavation and initial support can be realized, effectively avoiding the influence time of traditional upper bench support, ensuring the overall construction progress of the tunnel; the tunnel hard rock advance pilot hole expansion construction method of the present application uses drilling + breaking hammer excavation for expansion face, reduces the amount of upper bench milling, reduces the consumption of cutting teeth, has lower comprehensive cost, reduces dust generation, is beneficial to environmental protection, and has higher use value compared with the traditional bench method milling process.

The application discloses a numerical combination fast calculation method based on mutual exclusion group extreme value decomposition, which comprises the following steps: according to the physical mutual exclusion of load working conditions, all load working conditions are divided into M mutual exclusion groups; finite element analysis is carried out on all working conditions in each mutual exclusion group, the structural effect is calculated, the positive maximum value and the negative minimum value in the group are recorded respectively, and the working condition number corresponding to the effect is generated; based on multiple load types, all mutual exclusion groups are combined to obtain P mutual exclusion group combinations, the effect positive extreme value and the effect negative extreme value of each mutual exclusion group combination are calculated; the effect positive extreme value and the effect negative extreme value of the P mutual exclusion group combinations are enveloped to obtain the final positive extreme value and the final negative extreme value; the method in the application realizes that the calculation time is greatly shortened, the calculation complexity is reduced from an exponential order to a linear order, and only the extreme values and the numbers of the mutual exclusion groups need to be stored, so that the memory demand of a large project is sharply reduced.

The utility model relates to the technical field of airport earthwork filling, and particularly discloses a levelness-adjustable pithead positioning mechanism which comprises a pithead positioning ring, an annular positioning plate, a positioning pin and an adjusting bolt, the annular positioning plate is fixedly sleeved at the bottom of the outer side ring wall of the pithead positioning ring, a positioning hole and a threaded hole are arranged on the annular positioning plate, and the positioning pin is arranged in the positioning hole. The adjusting bolts are arranged in the threaded holes in a threaded connection and penetrating mode and abut against the ground in a matched mode, the adjusting bolts are used for adjusting the levelness of the annular positioning plate, and the positioning pins penetrate through the positioning holes to fix the annular positioning plate to the ground. According to the utility model, the levelness adjustment and stable fixation of the pithead positioning ring can be realized, the position of the pithead positioning ring can be ensured not to deviate or incline in the process of excavating a test pit in the pithead positioning ring to carry out a detection test of an irrigation method, the pithead positioning ring can be always ensured to be horizontally placed and fixed, and the working efficiency is improved. Therefore, the detection precision and the detection progress of the test are improved, and the test pit size meets specification requirements.

This invention discloses a toughened-self-healing composite modified No. 50 Grade A asphalt and its preparation method, belonging to the technical field of road engineering materials. The asphalt comprises the following raw materials: 100 parts of No. 50 Grade A road petroleum asphalt; 5.0-8.0 parts of functional monomer A; 1.0-4.0 parts of self-healing microcapsules; 0.04-0.112 parts of initiator; and 0.05-0.24 parts of crosslinking agent. The functional monomer A is composed of styrene and butyl acrylate in a mass ratio of 25:75-35:65. A one-step preparation method is used, where styrene and butyl acrylate are copolymerized in situ in the asphalt and lightly crosslinked to achieve toughening, while the introduction of self-healing microcapsules imparts a self-healing function. This invention improves the low-temperature ductility, high-temperature stability, storage stability, and damage self-healing ability of asphalt, and the process is simple and controllable, making it suitable for high-grade roads and heavy-duty traffic pavements.

The utility model relates to fan blade processing equipment technical field discloses a kind of visual automatic feeding machine of fan blade injection molding core, comprising: rack;Vibrating disc is used to place shaft core;Support frame is installed in rack;Material receiving block is installed in the support frame, and material receiving block is equipped with first material receiving site, and the one end of vibrating disc is equipped with detection piece, to detect shaft core in place;Material receiving block is provided with second material receiving site;Y-axis movement module is installed in support frame;Z-axis drive module is installed on Y-axis movement module;Visual device is installed in material receiving block, for identifying the front and back of shaft core;Pusher is installed on material receiving block, for shaft core feeding;Discharge device includes discharge frame and discharge head, and discharge head is connected with material receiving block by pipeline;Control system is used to receive signal and output signal.The utility model is accurately identified using visual system;It can satisfy multi-hole product forming, and stable operation;It can be quickly adapted to mold spacing debugging and running to realize automatic production.