40results about How to "Save time" patented technology

The invention discloses a special first-aid medicine and article storage and distribution construction system and method. The system comprises an Internet of Things module, a multi-subject cooperation module, an inter-hospital cooperation module, a cloud computing platform module, a block chain module, an intelligent scheduling center module, a storage network module and an emergency response module. The method comprises the steps of 1, demand integration and joint purchase; step 2, storage network construction and inventory optimization; step 3, intelligent scheduling and path planning; 4, emergency response and cross-mechanism deployment are carried out; 5, whole-process tracing and data uploading are carried out; step 6, performance monitoring and continuous optimization; according to the invention, a special first-aid medicine and article storage and distribution construction system is designed, and standardized data interaction and close cooperation among medical institutions, suppliers and logistics enterprises are realized by establishing a multi-subject cooperation mechanism such as joint purchase, inventory sharing, emergency allocation and performance monitoring. The joint purchasing module gathers the purchasing demands of the medical institutions in the region.

The utility model provides a compact no support taper Y type steel bifurcated pipe structure for hydrostatic test, including main taper, main taper pipe, support taper pipe, reinforcing rib, main taper blind, support taper pipe blind and gear type reinforcing ring to the steel plate, the upstream side of main taper is coaxial welding main taper blind through gear type reinforcing ring to the steel plate, the downstream side of main taper is coaxial welding main taper pipe, the downstream side of main taper pipe is symmetrical each welding fixed one support taper pipe left and right, sets up reinforcing rib between two support taper pipes, the downstream side of each support taper pipe is coaxial welding support taper pipe blind through gear type reinforcing ring to the steel plate. The utility model can effectively solve the problem of the big size of steel bifurcated pipe hydrostatic test body, the big thickness of blind and the poor quality of blind and main pipe weld, thereby reducing the traffic hole, construction support hole excavation section size, saving the project investment and construction period, improving the blind and steel bifurcated pipe weld joint quality simultaneously, avoiding the security risk of steel bifurcated pipe body type hydrostatic test, providing a novel device for steel bifurcated pipe hydrostatic test.

The utility model relates to the technical field of battery module manufacturing, in particular to a manual battery module spot welding device based on universal ball positioning, which comprises an aluminum alloy frame, a portal frame, a stainless steel universal ball matrix, a welding tray component and a welding head component. The welding tray assembly is adsorbed to the top of the stainless steel universal ball matrix, a portal frame is installed on the rear side of the top plane of the aluminum alloy frame, a welding machine head assembly is installed on the front side of the portal frame, and the welding tray assembly is located below the welding machine head assembly. Compared with the prior art, the welding tray assembly can adapt to the sizes of different battery modules, so that the cost and time for transforming automatic equipment are saved, and rapid and small-batch production is realized; the device has the advantages of low cost, high flexibility and simplicity and convenience in operation.

The disclosed urban rail transit thin-wall mixed U-shaped beam industrial construction method and construction system carries out the construction of U-shaped beam beam manufacturing pedestal and beam storage tensioning pedestal in the site; carries out the U-shaped beam steel bar binding and the installation of the prestressed steel bundle on the U-shaped beam mold frame, and hoists the U-shaped beam steel cage to the beam manufacturing pedestal through a hanger; after the U-shaped beam steel cage is positioned, the embedded part, the U-shaped beam inner mold and the support system are installed; the thin-wall mixed U-shaped beam structure is optimized; the first tensioning prestressed bundle is constructed; the beam body concrete is poured; the first tensioning prestressed bundle is released and cut; the two U-shaped beams are respectively hoisted to the beam storage tensioning pedestal by using a gantry crane; the second tensioning prestressed bundle is constructed; the hole is grouted and sealed; after the overall operation is completed, the quartz sand is discharged through the steel sand box sand discharge hole, so that the U-shaped beam is lowered to the concrete base of the beam storage tensioning pedestal. The present application comprehensively and systematically solves the problems of large waste of original technical resources and low production efficiency.

The utility model discloses a steel plate concrete combined beam bridge deck slab prefabrication pedestal relates to steel plate - concrete combined beam bridge deck slab construction technical field, including bottom die, both ends of bottom die are fixedly installed with side mould, and the both sides swing mounting of bottom die has movable end mould, and the lateral wall of movable end mould is spaced apart and is provided with muscle groove, and the bottom interval mounting of bottom die has support seat and support frame, and the top interval of bottom die is provided with the reserved slot for installing the reserved steel plate, and the both ends swing mounting of support frame has and the end mould adjusting assembly of movable end mould interconnection, the utility model discloses when using, through bottom die and movable end mould can be installed on support seat and support frame, make direct formation pedestal, through the muscle groove on movable end mould can effectively fast carry out the steel bar binding operation, thereby can effectively save the concrete pouring and the time of growing of traditional concrete pedestal, and greatly avoided the unnecessary resource waste situation to take place.

The invention relates to the technical field of hardware machining, and discloses a hardware cutting and polishing integrated device which comprises a rack, a driving mechanism used for driving a cutting assembly to rotate is installed on the side face of the rack, a bearing platform is fixedly installed in the rack, and the center area of the bearing platform is of a multi-hollowed-out structure. According to the angle steel cutting device, when angle steel is conveyed to the cutting mechanism through the moving mechanism, the angle steel rotates to assist in cutting, meanwhile, sand blasting and grinding are conducted on the cutting position of the angle steel through the backflow grinding mechanism, cutting and grinding integrated operation is achieved, the time for transferring and secondary clamping between procedures is saved, and the working efficiency is improved. The processing efficiency is improved; the method is characterized in that the two sand blasting nozzles are respectively aligned with two cutting sections formed after the angle steel is cut off and simultaneously spray gravel for synchronous grinding, so that the cutting surfaces of the two separated angle steel can be smoothed to the same degree, and the consistency of the quality of the sections is ensured.

The utility model discloses an assembled equipotential equalization line for an outdoor charging parking space. The assembled equipotential equalization line comprises a head end parking space equalization line, an expanded parking space equalization line and a charging pile equalization line. Firstly, a head-end parking space equalization line is arranged below a required parking space, then one or more expanded parking space equalization lines are connected through reliable welding, finally, charging pile equalization lines are welded to the parking space equalization lines according to the actual charging pile positions, and finally, installation of equipotential equalization lines below outdoor charging parking spaces is achieved. The main body parts are produced in a standardized mode, assembling is easy and fast, site construction difficulty and workload are reduced (about 90% of site welding workload is reduced), the construction period is shortened, the construction period and labor are saved, the overall construction quality is improved, construction pollution and waste are reduced, the installation efficiency is high, and the construction cost is reduced.

The invention relates to the field of cast iron material performance prediction, and discloses a cast iron material performance prediction method, device and equipment based on solidification time. The method comprises the following steps: establishing a first performance relational expression of a first cast iron material; the thickness of the first cast iron material is within a preset thickness range required by a preset standard; obtaining the solidification time of the second cast iron material; wherein the thickness of the second cast iron material is out of a preset thickness range; measuring the actual mechanical performance of the second cast iron material; predicting the predicted mechanical performance of the second cast iron material by using the first performance relational expression; and comparing the actual mechanical performance with the predicted mechanical performance, if a comparison result meets a preset condition, predicting the mechanical performance of the second cast iron material by using the first performance relational expression, and if the comparison result does not meet the preset condition, correcting the first performance relational expression. Therefore, manpower and material resource cost is saved, and mechanical performance testing time is saved.

The present application relates to a kind of tank container of ladder and rail linkage, including frame, ladder assembly, rail assembly and connecting rod mechanism, and drive assembly.Ladder assembly is foldably arranged in the side of frame.Rail assembly is foldably arranged in the top of frame.Connecting rod mechanism includes connecting plate, first connecting rod and second connecting rod, for connecting ladder assembly and rail assembly.Drive assembly is arranged on frame and is drivenly connected with ladder assembly or rail assembly, for driving ladder assembly or rail assembly to rotate.One of ladder assembly and rail assembly can be driven to rotate synchronously by connecting rod mechanism when the other one of ladder assembly and rail assembly is rotated.Therefore, worker can realize the simultaneous folding or simultaneous unfolding of ladder assembly and rail assembly by once operation, which is advantageous to simplify operation step, improve work efficiency, and save the step and time of operating ladder assembly and rail assembly respectively, save the power source and energy consumption of driving ladder assembly and rail assembly respectively.

The utility model discloses a kind of inclination angle adjusting control devices, including two angle adjusting supports, two described angle adjusting supports are evenly including vertical pole, inclined pole, adjusting rod, the vertical pole is set along vertical direction and is fixedly installed on fixed part, the inclined pole one end is hinged with vertical pole, the other end is hinged with the one end of adjusting rod, the other end of the adjusting rod is hinged with vertical pole;The adjusting rod adopts two-section structure, including upper adjusting rod and lower adjusting rod, the opposite one end of the upper adjusting rod and lower adjusting rod can be position adjusted, and locking is carried out.The device covers the angle 30-50° commonly used in inclined pole construction, device each component can be disassembled, maintenance is convenient, angle control is accurate, easy to operate;Inclined pole and enclosure structure horizontal component connection place need not to be strengthened processing, save construction cost and construction period, and the quality of inclined pole construction is guaranteed.

The invention relates to a rice variable topdressing method based on biomass monitoring. The method comprises the following steps: collecting rice field multispectral images and canopy reflectivity data of rice in different growth stages based on an unmanned aerial vehicle; constructing a biomass inversion model, and calculating a biomass spatial distribution grid map of the whole field based on the multispectral image and the canopy reflectivity data; calculating and obtaining biomass gaps of corresponding grid units based on the biomass spatial distribution grid map; the method comprises the following steps: constructing a fertilizer demand conversion model, calculating each grid unit value, generating a nitrogen fertilizer topdressing prescription map of the whole field, implementing variable operation, establishing a direct relation between biomass accumulation and the fertilizer demand, avoiding inherent defects of a spectrum technology, realizing a low-cost, high-timeliness and highly-targeted topdressing decision, and improving the topdressing efficiency. The core problems of inaccurate measurement, inaccurate application and incapability of being used in the prior art are solved; and the stable inversion capability is maintained in the whole growth period.

This invention discloses a casting technology for concrete components with self-decorative surfaces, belonging to the field of concrete component preparation technology. The technology comprises three core components: a mold (slab), colored concrete, and ordinary concrete. The mold (slab) can be customized in size, material, planar style, and surface pattern according to actual needs. The colored concrete is composed of white cement, natural colored sand, quartz sand, pigments, and necessary additives. During construction, the mold (slab) is first erected. The colored concrete is applied to the vertical or bottom surface of the mold (slab) corresponding to the concrete component's decorative surface by spraying or smearing, with a layer thickness of not less than 5 mm. After the colored concrete has settled and stabilized, ordinary concrete is poured into the mold (slab) before its initial setting period, forming a double-layer structure with the colored concrete layer on the outside and the ordinary concrete layer on the inside. Subsequent compaction and curing are performed according to standard concrete casting processes to obtain the concrete component with a self-decorative surface. This invention eliminates the need for secondary decoration after the traditional component casting process, and has the advantages of saving time, materials, labor and money. It can be widely used in the casting construction of concrete components that require decoration, such as beams, eaves, platforms, retaining walls, fences and bridges.

The invention provides a roadway surrounding rock deformation inversion method based on laser scanning and anchor rod and anchor cable stress, and relates to the technical field of coal mine roadway detection. The method comprises the steps that based on point cloud data, the axial force of an anchor rod and an anchor cable in a target area and the total surface deformation amount are determined; determining the deformation of the shallow surrounding rock according to the axial force of the anchor rod, and determining the deformation of the middle surrounding rock according to the axial force of the anchor cable; and determining the deformation of the deep surrounding rock based on the total surface deformation, the deformation of the shallow surrounding rock and the deformation of the middle surrounding rock. The continuous deformation distribution information from the surface of the roadway to the deep rock mass is determined by using the anchor rods and the anchor cables which are widely distributed in the roadway, and the deformation information is refined to different levels, so that dense and distributed monitoring of the surrounding rock state of the section of the roadway is realized, and the problem of monitoring blind areas is reduced. The anchor rod and the anchor cable are used as monitoring devices, a large number of drill holes are not needed, the monitoring function can be achieved through an existing supporting component, the cost is saved, the construction period is shortened, and the anti-interference capacity is higher.

The application discloses a metal energy dissipation support, which comprises an outer sleeve connecting end, an inner core rod connecting end and at least one set of energy dissipation modules; the energy dissipation module comprises an outer sleeve and an inner core rod, the inner core rod is provided with a metal energy dissipation plate, the inner wall of the outer sleeve is provided with an energy dissipation limiting component, the inner core rod is arranged in the outer sleeve, and the metal energy dissipation plate on the inner core rod is in limiting cooperation with the energy dissipation limiting component on the inner wall of the outer sleeve; the outer sleeve connecting end is connected with one end of the outer sleeve and forms a certain gap between the inner core rod in the outer sleeve; the inner core rod is connected with the inner core rod in the other end of the outer sleeve and forms a certain gap between the other end of the outer sleeve. The metal energy dissipation support can effectively comprehensively integrate the advantages of traditional metal dampers and buckling restrained braces by adopting the energy dissipation support form and the mode of dissipating seismic energy through metal bending deformation, and is modularized and assembled, so that the practicability is greatly improved.

The invention relates to a power failure protection method and system for storage server equipment and a computer device, and the method comprises the steps: monitoring an output signal of a power supply unit through a CPLD, and generating a non-shielding interruption signal when the output signal of the power supply unit is recognized to be abnormal; the power supply switching control unit controls a power supply mode to be switched from the power supply unit to the battery backup unit, controls related necessary hardware to enter a core closing mode through the ACPI and hardware cooperation module, and interrupts power supply to unnecessary hardware; controlling a dirty data identification unit to read a dirty data bitmap marked by the storage server equipment, and positioning dirty data to be protected in a memory of the storage server equipment; the dirty data transferred and stored in the preset storage unit are verified through the cyclic redundancy check unit, when the dirty data passes verification, the storage server device is controlled to execute the shutdown process, and when the power-on signal is received again, the dirty data are read from the preset storage unit and recovered to the memory cache.

The utility model relates to geological exploration container technical field, especially core box of convenient to take core, including a box, the inside of box is equipped with fixed slide rail, a plurality of holding devices are slidably connected on fixed slide rail, the side surface of fixed slide rail is equipped with drive chain correspondingly, the overall shape of drive chain is similar with the overall shape of fixed slide rail, holding device is connected with drive chain, the opening of taking and placing is set up on the box, the holding device of taking and placing mouth corresponding fixed slide rail path on any position is set up, the device can place the orderly many holding devices in the inside of box through the fixed slide rail of spreading the box, and can utilize the drive of drive chain to make the many holding devices pass taking and placing mouth in turn, and the core is conveniently taken and placed, saves time and labour, need not to move heavy box to be able to realize the placement of multiple cores.

The present application belongs to the technical field of sealing well of precipitation well, and discloses a sealing well method of precipitation well, which utilizes a sealing member to isolate the upper and lower well pipes, realizes feeding and filling in the lower well pipe of the sealing member, pressure cement slurry filling in the upper well pipe of the sealing member, and waterproof material is used to strengthen waterproof, and then fine stone concrete or grouting material is poured, and after the sealing plate is closed, a rigid water stop wing ring is arranged inside, and fine stone concrete is poured to form multiple waterproof measures; the sealing member is used to feed and fill the well pipe, which can weaken the effect of groundwater to the greatest extent, and avoids the problems of cement and fine material return caused by groundwater flushing in the prior art. The present application is suitable for sealing well of precipitation well under complex conditions of rich groundwater and high water pressure, and has the advantages of fast sealing well effect, small work load, short cycle, no influence on the surrounding environment, no influence on the safety of underground building structure, flexible and convenient operation, and saved construction period and cost.

The application discloses a kind of old bridge staggered storey widening design method, comprising the following steps: at least one bridge tower is newly set on old bridge;With staggered storey way, beam is arranged in the space range above old bridge, and the newly-built separated double main girder located on both sides of old bridge is connected, and a plurality of cable-stayed cables are installed between the main girder and the bridge tower on both sides, and the cable-stayed cable is initially tensioned;The construction of new bridge auxiliary facilities is carried out, and then the cable-stayed cable is secondly tensioned, and the construction of new bridge is completed.The method of the application uses the bridge tower structure of cross setting type, so that the newly-built main girder on both sides can be pulled and fixed using the same bridge tower, effectively saving the cost, and the construction process will not have too much impact on the traffic of old bridge;After the old bridge is removed in the later period, the central hollow belt can be transformed into a bridge deck by adding a bridge deck system supported by the new bridge beam, the function of the old bridge is directly converted to the new bridge without the need to rebuild the old bridge, which can further save the cost and construction period.

The invention provides a construction method of a deepwater bare rock embedded bearing platform and a tower body, and the construction method comprises the steps that a first built-in groove is excavated in the periphery of a preset bearing platform range to a rock stratum, a locking pile is fixed to serve as a cofferdam, and the top of the cofferdam is within the height range of the tower body; a second built-in groove is excavated to the rock stratum within the preset bearing platform range, and the platform piles are fixed; a first-layer waling and a first-layer inner support are installed at the highest position of the cofferdam; a second-layer waling and a second-layer inner support are installed within the height range of the tower body; a drilling platform is erected at the tops of the locking piles and the platform piles, foundation pile construction of a bearing platform is conducted on the basis of the drilling platform, and then the drilling platform is dismantled; pouring construction of a bearing platform and a tower body is conducted; and after the completed tower body is exposed out of the water surface, the cofferdam is dismantled. The cofferdam-drilling platform integrated structure is constructed by utilizing the characteristic of stability of underwater bare rock, and is used for realizing dry environment operation of the bearing platform and the root tower body, so that complex underwater operation is avoided, and the construction period and the cost are saved.

The application discloses an unmanned aerial vehicle storage platform and a vehicle, and relates to the technical field of unmanned aerial vehicle storage platforms, and particularly relates to an unmanned aerial vehicle storage platform and a vehicle. The platform comprises a base, a parking apron arranged on the base and capable of being lifted relative to the base, a hatch arranged on the base in an openable and closable manner to shield or expose the parking apron, a centering mechanism arranged on the parking apron and used for centering and fixing an unmanned aerial vehicle on the parking apron, and a set of driving mechanisms arranged on the base. The driving mechanisms are drivingly connected with at least two of the lifting movement of the parking apron, the opening and closing movement of the hatch and the centering movement of the centering mechanism, so that the at least two movements are synchronously executed when the driving mechanisms operate. The application fundamentally discards the redundant structure of the traditional 'one movement one driving', replaces a plurality of independent driving units with an integrated driving system, greatly simplifies the mechanical structure, reduces the number of components and the installation space, and realizes the coordination and unification of multi-degree-of-freedom movements through the synchronous linkage between the movements, thereby shortening the unmanned aerial vehicle storage and takeoff time.

This utility model discloses a welding-free formwork reinforcement device, relating to the field of formwork reinforcement. The technical solution includes tie rods fixedly connected to a reinforcing cage. The tie rods are shaped like a U-shape and have threads on their outer surface. Two U-shaped clips are provided at the closed portion of the tie rods. Two fastening nuts are threaded onto the tie rods between the U-shaped clips, fixing the U-shaped clips to the main reinforcing bars of the reinforcing cage. Mounting holes are provided on the formwork, and the two ends of the tie rods are inserted into these holes. A U-shaped clip is provided at each end of the tie rod, located on the outside of the formwork. A fastening nut is threaded onto each end of the tie rod, fixing the U-shaped clips to the formwork. The beneficial effects of this utility model are: the reinforcement process uses physical connection without welding, ensuring the quality of the reinforcing bars and tie rods; it solves the problem of difficulty in tie rod reinforcement for ultra-wide, irregularly shaped, and large-volume structures; and it ensures the quality of the reinforcing bars and tie rods.

The application discloses a limited space ceiling access door device, which comprises a ceiling plate, wherein an access door hole is arranged on the ceiling plate, and a downward opening access door ceiling plate is arranged on one side of the access door hole. The application further discloses a construction method of the limited space ceiling access door device. The application realizes the function of downward opening and upward closing of the access door of the ceiling equipment pipeline without removing the whole access door, and the space in the ceiling is not narrow, and the application has the characteristics of convenient operation and installation, fast construction speed, saved construction period and cost, and high space utilization rate, and can be widely applied in the field of construction and decoration.

The present application relates to the technical field of wind farm foundation, in particular to a fixing construction method of wind farm mixed tower foundation.The fixing construction method of wind farm mixed tower foundation comprises the following steps: digging a foundation pit on a construction surface;installing a tension chamber pouring formwork in the foundation pit and pouring the tension chamber;removing the tension chamber pouring formwork;backfilling the first fat groove between the tension chamber and the foundation pit with soil to form a first backfill layer;pouring a foundation pile cap on the upper part of the tension chamber;backfilling the second fat groove between the foundation pile cap and the foundation pit with soil to form a second backfill layer.The present application saves the time required for the erection and support process of the fat groove formwork, and saves the time for waiting for the solidification of the concrete after pouring the concrete into the space between the fat groove formwork and the foundation pit, simplifies the construction process, shortens the construction period, and saves the construction period and labor cost under the premise of ensuring the reliable fixation of the mixed tower foundation.

The utility model discloses a template support device for highway engineering relates to highway template tool field. The template support device for highway engineering includes support plate whole, is fixedly connected with fixed bottom plate on support plate whole, is fixedly connected with the receiving box body on support plate whole, and the inside swing joint of receiving box body has the adjusting platform. The template support device for highway engineering material specification is unified, and the installation is standard, effectively avoids the problem such as support loose, run model, inflation model because of the material variety, installation arbitrary, has the flexible adjustment function, can adapt to different width and special curved surface template, need not extra processing special-shaped part, has saved cost and construction period, and this device has reliable lateral constraint to template. In addition, the device is strong in integrity, and the on -the -spot installation, dismounting is convenient, and the turnover efficiency is high, can effectively guarantee the concrete forming quality, and the component is not easy to lose, and the management cost is reduced.

This utility model relates to the field of distillation purification technology, specifically to a double distillation purification device. The distillation mechanism includes a steam furnace, a heating device, a liquid replenishment device, and a control module. The liquid replenishment outlet of the liquid replenishment device is connected to the lower part of the preheating inner tank, and the preheating inner tank is configured such that when the liquid to be purified is replenished into it, it can overflow from its upper part into the steam furnace. The purpose of this utility model is to provide a double distillation purification device that addresses the problems of low energy utilization, long purification time, short service life, and inconvenient maintenance in existing distillation purification devices.

The application discloses an interface element positioning method, an electronic device, a storage medium and a program product, and relates to the technical field of servers.The method comprises the following steps: acquiring element information of a to-be-positioned element in different display modes of a setting interface; acquiring candidate elements in a database corresponding to the information type; in response to an element positioning request, triggering a page jump event, jumping to a target page, and positioning the to-be-positioned element in the target page. The method can solve the problem that when an option or text of a basic input / output system setting interface is modified, the specific position of the to-be-modified option or text is determined by relying on an option description table, and the operation is complicated and time-consuming. The method only needs the user to input element information to quickly jump to the target page and position the to-be-positioned element in the target page, thereby reducing the search time of the option or the text. The candidate elements are only acquired in the database corresponding to the information type, thereby reducing the number of information comparisons and the time efficiency of the user changing the option and the text.

The invention discloses a drilling and repairing integrated device capable of achieving automatic installation and alignment, and mainly relates to the field of well repairing equipment. Comprising a platform module which is provided with four mounting seats which are exposed at the upper part and are distributed in a matrix, a derrick unit of which the bottom end is detachably connected with the four mounting seats through pins, a vehicle carrying module which comprises a chassis for carrying the derrick unit, a lifting cylinder body and a lifting cylinder rod which are arranged on the chassis, and a shunting module which is connected with the derrick unit through a detachable shaft pin, comprising a carrier plate close to one side of a platform module and arranged on the ground, a thrust cylinder is arranged at the position, close to the platform module, of the carrier plate, a thrust cylinder rod horizontally stretching and retracting in the length direction of the carrier plate is arranged on the thrust cylinder in a matched mode, the tail end of the thrust cylinder rod is connected with a rear loading mechanism, and the rear loading mechanism is provided with a supporting block capable of horizontally moving in the width direction of the carrier plate. And the supporting block supports and cooperates with the chassis. The method has the beneficial effect that the well repair equipment can be quickly, efficiently and accurately assembled in a well site.