115results about How to "Achieving standardized work" patented technology

The invention discloses a smelting process for efficient slagging and desulfurization of LF aluminum killed steel. The smelting process for efficient slagging and desulfurization of the LF aluminum killed steel comprises the following steps that S1, converter steelmaking is carried out, and the end point temperature of a converter is controlled within 1610-1660 DEG C; the adding amount of scrap steel is less than or equal to 70 tons; and a strong bottom blowing mode is adopted in the later converter blowing stage to enhance molten pool stirring. According to the smelting process for efficientslagging and desulfurization of LF aluminum killed steel, converter tapping, argon blowing station and LF refining tasks are adjusted through process design to form a three-in-one refining process ofconverter tapping, argon blowing station and LF refining, LF slagging work is advanced, a rapid slagging process system is formulated, 80% or above of slagging slag materials are added in the tappingprocess through design optimization, and slag melting is promoted by fully utilizing tapping steel flow impact kinetic energy, molten steel sensible heat and ladle bottom argon blowing stirring kinetic conditions; an argon station adopts a top-bottom strong stirring proper deoxidation process, slag is rapidly formed to promote steel slag reaction, top slag reduction pre-desulfurization is realized, and LF slagging desulfurization burden is reduced; and an LF target is heated once to basically complete slagging and desulfurization tasks.

The invention discloses a preparation method for a Szechuan pickled tuber vegetable fermentation composite microbial agent. The microbial agent comprises microbe powder 1, microbe powder 2 and microbe powder 3; the microbe powder 1 is prepared by inoculating 10L of Bacillus coagulans CICC 10144 strain culture solution in a logarithmic metaphase into a 1,000L airlift fermentor for high-density culture; the microbe powder 2 is prepared by inoculating 10L of Leuconostoc mesenteroides CGMCC 1.20 strain culture solution in a logarithmic metaphase into a 1,000L fermentor for culture; the microbe powder 3 is prepared by inoculating 5L of Lactobacillus plantarum CICC 6067 culture solution, 5L of Lactobacillus brevis CICC 6042 culture solution and 5L of Pediococcus acidilactici CGMCC 1.4 culture solution in a logarithmic metaphase into a 1,000L fermentor for co-culture; and the three kinds of microbe powder are mixed in a ratio of 2:5:5 and the mixture is subjected to vacuum packaging to form the Szechuan pickled tuber vegetable fermentation composite microbial agent. The problem that a microbial agent for producing Szechuan pickled vegetables at present is lacked is solved, and productioncontrollability and standard operation for industrially producing the Szechuan pickled vegetables are realized.

The invention discloses a track gauge correction method for double-block type ballastless track construction. The method comprises the following steps of: (1) manufacturing a track gauge correction device; (2) adjusting the track gauge accuracy of the track gauge correction device by using a tool track of a group of track panels; (3) correcting a track gauge in construction, properly loosening fastener screw spikes before the track panels are raised, inserting the track gauge correction device from the start end of the tool track to press four pairs of track gauge correction wheels against two sides of the track wrist of the tool track, arranging supporting traveling wheels on the track surface of the tool track, longitudinally moving the device along the tool track, arranging a sleeper between front and back track gauge correction wheels to enable the track gauge correction wheels to apply force to the tool track so as to realize track gauge correction, manually screwing the fastener screw spikes, and fixing a track gauge relationship between the tool track and the sleeper to complete the track gauge correction operation of the sleeper; (4) sequentially performing the track gauge correction operation, in the step (3), on all sleepers.

The invention provides a tooth inverted recessed model generating method and device, a method for designing a shell-shaped tooth orthodontic appliance, electronic equipment and a computer storage medium. The method comprises the steps of establishing a digital surrounding box which surround two adjacent digital teeth; performing gridding processing on the digital surrounding box; establishing a dividing surface between the two digital teeth through points on the grid; acquiring a surrounding line of an inverted recessed filling area by means of the dividing surface; and generating the tooth inverted recessed model in the surrounding line of the inverted recessed filling area. According to the method, digital inverted recess filling is performed on the digital tooth model, thereby generating a digital dental jaw model. A manual operation is replaced by an automatic operation; production efficiency is improved; and standard operation is realized, thereby improving production quality ofthe shell-shaped tooth orthodontic appliance, and settling the problems of low manual inverted recess filling efficiency and no easy standard operation realization.

The invention particularly relates to a safe and fast beam falling method for a railway T-shaped beam. The problems that when an existing T-shaped beam falls, time and labor are consumed, efficiency is low, and a beam turnover accident is likely to be caused are solved. The method comprises the steps that 1, before the T-shaped beam reaches the plane position through a beam moving sliding rail, the lifting and leveling position is set in advance; 2, a jack is jacked properly, the T-shaped beam is separated from the beam moving sliding rail, the beam moving sliding rail is drawn out, and a support-cushioning temporary upholder is replaced according to the stroke of the jack; 3, the height of the jack is reduced, the temporary upholder is used for supporting, the jack is lifted by rotating and adjusting a spiral tube, after steel cushion blocks are drawn out in sequence, the spiral tube is reversely rotated and adjusted, and a steel supporting plate is lowered to be tightly attached to the top faces of the remaining steel cushion blocks; 4, then the jack is jacked again, and the height of the temporary upholder is reduced; 5, the step 3 and the step 4 are repeated till a bottom support of the T-shaped beam is arranged on supporting cushion stone of bridge pier and abutment cap stone in place, and beam falling operation is completed. According to the method, the problem of beam turnover accidents is avoided, and construction efficiency is improved.

The invention discloses a method, an apparatus and a system for acquiring basic data of a cable channel. The method comprises the steps of obtaining collected and recorded data collected and recorded from the scene by a mobile device, wherein the collected and recorded data includes transport check civil engineering data and electric device data; combining the collected and recorded data in an existing database to generate a combined result represented by adopting a change tree; drawing display data of an electric device according to the combined result; and uploading the drawn display data to a business system. According to the method, the apparatus and the system, the technical problems of low accuracy and low working efficiency caused by the fact that existing basic data acquisition of the cable channel depends on manual means are solved.

The invention provides a zipper puller automatic paint spraying device. The zipper puller automatic paint spraying device comprises station chambers, rigs and a control system; the station chambers are connected from head to tail so as to form an enclosed loop shape; the rigs are positioned in the station chambers, and cross among the station chambers through walking devices and baffle plates capable of being opened and closed among the station chambers; the station chambers are internally provided with station devices; the jigs are provided with barrel parts with hollow holes and rotary shafts connected with the barrel parts; the rotary shafts can rotate through autorotation devices; the jigs charge and discharge materials through a material charge device and a material discharge device; the control system controls the motion of each moving component. According to the invention, a zipper puller can spray paint continuously for each working procedure treatment, and manual flow is not required completely among working procedures, therefore, the production efficiency is improved, and the labor intensity of workers is lowered; moreover, the standard operation can be realized, the quality of sprayed paint can be ensured easily, the product quality is uniform, the yield is high, and the field environment and resource waste phenomenon are also improved greatly.

The invention discloses an automatic oven lamp holder assembling system. The system comprises a conveying device and a carrier, the carrier is used for assembly of parts in oven lamp holders, the conveying device is controlled by a central control system, and the carrier is placed on the conveying device and capable of moving along a transmission direction of the conveying device. Two rivet assembling devices, a first conducting strip assembling device, a second conducting strip assembling device, a lamp holder body assembling device, a hoop clamping device and two terminal block assembling devices are sequentially arranged along the transmission direction of the conveying device. The two rivet assembling devices are used for assembling rivets on the carrier; the first conducting strip assembling device is used for assembling first conducting strips on the carrier; the second conducting strip assembling device is used for assembling second conducting strips on the carrier; the lamp holder body assembling device is used for assembling lamp holder bodies on the carrier; the hoop clamping device is used for assembling hoops on the carrier; the two terminal block assembling devices are used for assembling terminal blocks on the carrier. The automatic oven lamp holder assembling system has the advantages that automatic production and assembly of the oven lamp holders can be realized, and assembling and manufacturing efficiency is improved.

The invention discloses an automatic lateral adhesive paper adhering machine for transformers. The automatic lateral adhesive paper adhering machine comprises a frame, a transformer conveying system, a first adhesive paper adhering system and a second adhesive paper adhering system, wherein the transformer conveying system, the first adhesive paper adhering system and the second adhesive paper adhering system are arranged on the frame, the transformer conveying system comprises a feed conveying device, a feed transfer manipulator, a positioning conveying device, a discharge transfer manipulator and a discharge conveying device which are arranged sequentially along the transformer conveying direction, the first adhesive paper adhering system comprises a first adhesive paper supply device, a first adhesive paper clamping device, a first adhesive paper cutting device, a rotary adhesive paper adhering device and a first adhesive paper folding and adhering device, and the second adhesive paper adhering system is positioned beside the rear side of the positioning conveying device and comprises a second adhesive paper supply device, a second adhesive paper clamping device, a second adhesive paper cutting device and a second adhesive paper folding and adhering device. In the whole action process of the automatic lateral adhesive paper adhering machine for the transformers, all actions of working personnel are substituted by the machine, so that the working personnel and cost are reduced, efficiency is improved and standardized operation is achieved.

The invention relates to a processing technology of a greenhouse insulation quilt, which comprises an inner tube felt forming procedure, a surface felt forming procedure, a synthetic felt forming procedure and a quilting shaping procedure. The inner tube felt forming procedure comprises selection of raw materials, loosening through opening, airflow feeding, loosening through combing, needle puncturing, synthesis and the like, so as to prepare an inner tube felt. The processing technology of the invention can realize standardized operation, has high processing efficiency, and provides a complete set of processing line for processing of the insulation quilt. The processing procedures have the advantages of high degree of automation and high working efficiency, and not only reduce the labor intensity of workers, but also realize the industrialized and large-scale processing of insulation quilts and reduce the production cost. In addition, the insulation quilt produced with the processing technology has certain tension and certain bulkiness, can not be loosened during repeated folding and can not easily roll up to form spheres. Moreover, the insulation quilt produced with the processing technology has the advantages of easy storage of thermal energy, good insulation effect and long service life.

The invention discloses a movable shield tunnel temporary reinforcing platform. The movable shield tunnel temporary reinforcing platform comprises an air bag with the top used for pushing a tunnel structure, an umbrella-shaped support arranged below the air bag and used for supporting the air bag, and a trolley connected to the bottom of the umbrella-shaped support and capable of moving on a track, wherein the trolley can be switched between a traveling state and a parking state. The movable shield tunnel temporary reinforcing platform can be rapidly positioned to the ellipse-change-area tunnel needing to be repaired along the track, the air bag is rapidly pressurized for pushing the tunnel structure, personnel can be prevented from being exposed in the risk tunnel without protective measures for a long time for operation while deformation of the tunnel structure is recovered, sufficient operation space is reserved for permanent reinforcement of the two sides of the tunnel, and a new thought is provided for shield tunnel emergency repair; and besides, when the tunnel is affected by external operation, the platform can reinforce the tunnel in the affected area in advance, the reinforcing position can be flexibly adjusted to adapt to the change of the external operation, and the influence of the external operation on the tunnel structure safety is reduced.

The invention discloses a prefabricated foundation and an assembling method thereof. The foundation comprises a foundation short column and a foundation base plate; the lower part of the foundation short column is fixedly connected with a short column winkling platform; a pressure cushion plate I is fixed at the top of the short column winkling platform; steel casing pipes I are arranged in the short column winkling platform at intervals; a mounting groove is formed in the upper part of the foundation base plate; a groove is formed in the bottom; a pressure cushion plate II is fixedly arranged on the top surface of the groove; steel casing pipes II which are in one-to-one correspondence with the steel casing pipes I and are identical with the steel casing pipes I in inner diameter are arranged in the mounting groove; pre-stressed bolt rods penetrate through the corresponding steel casing pipes I and steel casing pipes II; glue is injected into gaps among the pre-stressed bolt rods, the steel casing pipes I and the steel casing pipes II; the pre-stressed bolt rods are fixed through bolts; quick-setting mortar is injected into the connecting position of the mounting groove and the short column winkling platform; and quick-setting mortar is poured at the upper part of the pressure cushion plate I. The foundation is simple in structure, factory manufacturing and site assembling can be realized, and wet operation is reduced.

The invention particularly relates to traction type slope cutting equipment. The problems that a slope cutting operation mode in the prior art is greatly affected by human factors, high in labor intensity and low in operation efficiency are solved. According to the traction type slope cutting equipment, two traction rods are hinged to a front door type frame, and the top ends of two lifting shaftsare connected with a second connecting beam; the middles of the two lifting shafts are movably sleeved with two lifting shaft sleeves correspondingly; a spiral soil cutting device comprises a rotating shaft, a motor, spiral blades and soil cutting blades, a driving belt wheel is fixedly assembled on an output shaft of the motor, a driven belt wheel is fixedly assembled on the rotating shaft, anda belt is assembled on the driving belt wheel and the driven belt wheel jointly; and a lifting mechanism comprises two hydraulic cylinders and a hydraulic pump. According to the traction type slope cutting equipment, standardized operation of slope cutting construction is achieved, the slope cutting height is adjusted through the hydraulic effect, the slope cutting operation efficiency and the construction flatness are effectively improved, and the labor intensity and the construction cost of slope cutting operation are reduced.

The invention relates to a yarn tensioner of a nylon zipper sewing machine. The yarn tensioner of the nylon zipper sewing machine comprises a yarn feeding wheel, a yarn discharging wheel and a tension control assembly, wherein the tension control assembly comprises a mounting seat tension wheel and a back tension wheel; the yarn feeding wheel, the back tension wheel and the yarn discharging wheel are separately arranged on a mounting seat transversely in a spaced manner; a yarn body winds the front tension wheel and the back tension wheel in a spaced manner; the yarn body winds the front tension wheel and the back tension wheel by arranging the front tension wheel and the back tension wheel to eliminate jumping of the yarn body; and in conditions that when the number of winding rings of the yarn body on the front tension wheel and the back tension wheel is one, although the yarn body is of a sort of jumping, and when the number of winding rings are two and three, the poor jumping of the yarn body is substantially eliminated, the yarn tension value is stabilized, and meanwhile, the yarn interrupting rate is decreased, and the product quality is further enhanced, so that the production line equipment is more reasonable in automation.

The invention provides an assembling type hollow floor system with a ribbed beams and a core models and a construction method of the assembling type hollow floor system. The hollow floor system comprises a cast-in-site panel and ribbed prefabricated bottom plates, wherein the cast-in-site panel is connected with the ribbed prefabricated bottom plates; each ribbed prefabricated bottom plate comprises a base plate and a ribbed beam, wherein the base plate and the ribbed beam are integrally formed, and the ribbed beam extends upward from the upper surface of the base plate; each core model used for molding the cast-in-site panel is arranged in a hollow cavity between each base plate and the corresponding ribbed beam; a transversal connecting steel bar, extending from inside to outside of each ribbed prefabricated bottom plate, is arranged on the periphery of each ribbed prefabricated bottom plate; the periphery of each ribbed prefabricated bottom plate is placed on a load-bearing beam or load-bearing wall, and a gap used for pouring for a cast-in-site connecting beam is reserved between every two adjacent ribbed prefabricated bottom plates; and the cast-in-site panel and the cast-in-site connecting beams are molded integrally through cast-in-site and are connected with the ribbed prefabricated bottom plates and the load-bearing beam or the load-bearing wall as a whole. According to the assembling type hollow floor system with the ribbed beams and the core models and the construction method of the assembling type hollow floor system, by adopting the prefabricating and cast-in-site combined method, materials are saved, the structural strength is high, the overall rigidity is good, the construction process is simple, construction efficiency is high, the construction period is short, and construction cost can be reduced efficiently.

The invention discloses a fabricated type bridge prefabricated part production base layout construction method and application, and relates to the field of base construction methods. The method comprises the following steps: 1, obtaining basic information of a construction site; 2, presetting a production line technological process of fabricated type bridge prefabricated parts; 3, obtaining a project period and a task load, and calculating a production line resource allocation quantity; 4, dividing, arranging and planning a production function area and other associated areas; 5, calculating the number, spacing and layout of each production function area, and outputting a production function design scheme; 6, configuring models of equipment such as a gantry crane and outputting a configuration scheme; and 7, calculating foundation construction data of the construction site. According to the technical scheme, in the prefabricated bridge construction process, potential safety hazards are reduced, the working efficiency is improved, the structural quality is guaranteed, civilized construction is improved, and standardized operation is achieved.

The invention discloses a method for testing the continuous-annealing of complete-process non-oriented electrical steel. The method comprises the following procedures: sample plate testing preparation; thermoelectric couple welding; simulation testing; and test result detecting: the procedure of sample plate testing preparation comprises the following steps: carrying out the deoiling and degreasing treatment and heat preservation drying on the surface of the testing sample plate, evenly coating the dried surface of the sample plate with high-temperature resistant anti-oxidation coatings and further carrying out curing and sintering, wherein, the electrical steel cold-rolling hard plate is adopted as the sample plate with the dimension being 250 mm * 450 mm (450 as the rolling direction), and the surface thereof is free from defects affecting magnetic properties; in the procedure of thermoelectric couple welding, 5 or 3 pairs of thermoelectric couples are welded in diagonal distribution on the coated testing sample plate; the procedure of simulation testing comprises the following steps: loading the welded sample plate into a continuously annealing simulation unit, starting a hydraulic clamp to clamp the sample plate, and then setting the matching relation between the temperature and the tension for testing; and the procedure of test result detecting comprises the following steps: releasing the tension, carrying out the plate shape measurement of the tested sample plate, and if the plate shape is unqualified, resetting the temperature and the tension, and conducting the test repeatedly on new sample plates until the plate shape is qualified.

The invention discloses a construction method for swing-injected agitating composite piles. The construction method comprises the following steps of: putting a piling machine in place, and correcting levelness and perpendicularity of the piling machine; pulping, feeding pulp to the piling machine through a high-pressure pump; spraying pulp from a bottom pulp spraying hole of a swing-injected agitating composite drill bit on the piling machine, enabling the swing-injected agitating composite drill bit to agitate and submerge to designed pile bottom elevation, spraying pulp from the bottom pulp spraying hole of the swing-injected agitating composite drill bit on the piling machine, enabling the swing-injected agitating composite drill bit to agitate and lift to the designed pile bottom elevation, and sufficiently agitating a soil body by a first blade on the side wall of the swing-injected agitating composite drill bit; repeating steps 1) to 4) until construction of all swing-injected agitating composite piles is completed, wherein in a construction process, a jet grouting pile jets slurry to cut and damage the soil body under high pressure, and the first blade is utilized for sufficiently agitating the soil body, so that the soil body can be sufficiently mixed with pulp uniformly, and therefore, a phenomenon that jet-grouted solid is not uniform as range is affected by foreign matters when pulp cannot be jetted as a result of the foreign matters in the construction process of the jet grouting piles is avoided.