6results about How to "Easy to implement on site" patented technology

The utility model provides a modular frame and warehousing system, it includes a bottom frame, a top frame and at least one vertical frame, the bottom frame includes a bottom frame, a base and a first connecting seat, the base and the first connecting seat are arranged at four corners of the bottom frame, the base is used for fixing the bottom frame on the ground; the first connecting base is used for being fixedly connected with a vertical frame. The top frame comprises a top frame and a second connecting seat, and the second connecting seat is used for being fixedly connected with the vertical frame; the vertical frame comprises four stand columns, and the stand columns are fixedly connected through transverse rods; the upper ends of the four stand columns of the vertical frame located on the uppermost layer are fixedly connected with the second connecting base. The lower ends of the four stand columns of the vertical frame located on the lowermost layer are fixedly connected with the first connecting base. The modular frame is formed by splicing the bottom frame, the top frame and the multiple vertical frames in a modularized mode, field assembly is more convenient, field implementation is facilitated, and field machining links are reduced.

This application relates to a flood control emergency response method, device, and electronic equipment for a valley-type dry ash storage yard. The method includes: responding to a preset emergency condition where the water level of the downstream drainage well's tail-end dammed lake meets the required emergency conditions, initiating emergency drainage measures to excavate a flood discharge channel and construct a flood control work surface; using a combination of hydraulic flushing and slurry pumping to clean the surrounding sediment deposits of the upstream drainage well; and after the drainage functions of both the downstream and upstream drainage wells are restored, reshaping the ash surface morphology of the entire valley-type dry ash storage yard based on the flood control work surface to construct a flood discharge system with the drainage wells as the lowest control points within the yard. This solves the problems in related technologies where heavy rain causes drainage wells to be buried by sediment, leading to drainage system failure, rapid rise in water level within the storage yard, and a lack of systematic emergency response measures, resulting in a sharp shortening or even disappearance of the dry beach in front of the dam, posing a risk of ash water overflow and dam collapse.

The invention discloses a carbonate rock reservoir geology-engineering double-dessert calculation method and system, and relates to the technical field of carbonate rock oil and gas reservoir development. The method comprises the steps that single well maximum daily output data is acquired, geological engineering parameters related to the output are collected and calculated, and a geology-engineering-based multi-source data sample of a single fault zone is established; determining main control factors influencing the yield; calculating geological engineering parameter weights, and establishing an identification model; and taking the yield as a final target, and calculating to obtain a comprehensive dessert evaluation index. The system comprises a control terminal, a data acquisition module, a data analysis module, a model construction module and a data calculation module. The carbonate rock geological engineering double-dessert identification method is constructed for the first time according to the geological structure characteristics of the carbonate rock fracture-vug type reservoir, the dessert quality of a target well is reflected from multi-aspect data, and the reservoir quality of the carbonate rock fracture-vug type reservoir is evaluated comprehensively and objectively.

This invention relates to a control method for reducing the failure rate of hot-rolled strip cooling equipment. The steps are as follows: the system tracks the position and speed of the strip and transmits the data to the PLC; after the tail of the strip passes through the corresponding cooling manifold roller conveyor, the solenoid valve of the cooling manifold closes, completing the setting and control of the coiling temperature of the current strip; after the tail of the strip passes through each set of cooling manifold roller conveyors, a virtual strip is generated in that area; the virtual strip is sprayed after the tail of the previous coil passes; after the virtual strip is sprayed, the setting and control of the actual rolled steel coil for the next coil are entered; according to the different coiling temperatures or rolling rhythms of the rolled steel grades, the interval between sprayed strip coils and the spraying time are optimized. This method requires no manual intervention in production, the system operates stably and reliably, solves the problem of high solenoid valve failure rate caused by high-temperature baking, effectively improves the quality of hot-rolled products and reduces the equipment failure rate.

The utility model discloses a cantilever construction frame for a cantilever long eave board outside a concrete bin, which comprises a silo unit, a cantilever unit, a cantilever unit, a cantilever unit and a cantilever unit, wherein the silo unit comprises a silo body and an eave board arranged at the top of the silo body; the overhanging unit comprises tripods, reducing steel pipe heads, protective vertical rods, supporting formworks, supporting vertical rods, protective horizontal rods and battens, the tripods are installed on the silo body at intervals in the circumferential direction, the supporting formworks are horizontally installed on the tops of the tripods, and the protective vertical rods are installed on the outer sides of the tops of the tripods through the reducing steel pipe heads; the protective vertical rod is arranged on the inner side of the supporting formwork and extends upwards to the position above the outer side of the eave board, the supporting vertical rod is arranged on the inner side of the supporting formwork and extends upwards to the position below the bottom face of the eave board, the two ends of the protective horizontal rod are connected with the protective vertical rod and the supporting vertical rod through fasteners respectively, and a first batten is arranged between the protective horizontal rod located below the eave board and the eave board. By adopting the mode that the cantilever units are installed outside the silo body, consumption of a large number of materials and manpower for erecting a supporting frame body on the traditional ground is avoided, and the construction cost is remarkably reduced.

This invention relates to a split-type sliding device and its method for translating heavy-duty silos. A chute is laid on a lower track beam; a sliding box is installed on the chute and can slide along it; a vertical lifting jack is installed inside the sliding box; after pulling the sliding box to the lifting point below the silo wall, the vertical lifting jack and the vertical load control box are connected; the vertical load control box is activated to complete the silo lifting and replacement and remove temporary supports; a horizontal traction jack and the traction load control box are installed; the horizontal traction device is connected to the anchor block at the end of the sliding box via the connecting steel bar, and the connecting steel bar passes through the concrete reaction pier and is anchored to the horizontal traction jack; the traction load control box is activated to realize the silo translation. A limiting device is set between the sliding box and the chute to prevent large swaying of the heavy-duty silo during translation. Connecting bolt anchor blocks are set at both the front and rear of the sliding box to ensure that multiple sliding boxes can be connected in series on the same sliding track. This invention uses a single-point support slide box and lightweight matching slide rails, which facilitates on-site implementation in areas with limited installation space and features a low coefficient of friction, reducing translational traction force and improving translational construction efficiency.