49results about How to "Resolution progress" patented technology

The invention discloses a development testing system, a testing method and a device for a webpage product. According to the technical scheme of an embodiment of the invention, a testing case inputted by a user for page elements is received and stored by a testing frame embedded into the webpage product, the page elements are tested according to the testing case selected by the user to obtain a testing result, testing and development for the webpage product can be integrated on the same resource platform, testing progress can be accelerated, testing period can be shortened, a developer can perform testing only by designing the testing case without specially writing testing codes for the testing case, testing complexity can be reduced, and testing efficiency can be improved, so that the problems that development and testing for the webpage product are separated, the testing progress is backward, testing efficiency is low and development requirements cannot be met in the prior art can be solved.

The invention relates to a water drill dug pile construction method. In the method, layered construction is adopted, and a plurality of cylinder cores with certain height are drilled around the inner wall of a pile hole by a water drill when each layer is constructed, so that a pile foundation core is separated from the whole rock to form a free face; the pile foundation core is punched by an electric hand drill, and steel wedges are inserted into holes respectively; the steel wedges are hammered by a hammer, so that the steel wedges apply horizontal tension and shear stress to the pile foundation core; when the horizontal tension and the shear stress are larger than the limit tension stress and shear stress of the rock, the pile foundation core can be subjected to tension fracture and shear fracture to be split from the whole rock so as to clear fragmented rock away from the pile hole and correct the pile hole; and the next layer is constructed by the same processes and the processes are repeated until the pile hole is formed.

Provided is a substation wireless data transmission and overhaul management system and method. The substation wireless data transmission and overhaul management system includes a substation data collection module, a substation data transmission module, a substation comprehensive data transmission platform, a VPDN substation data collection remote transmission network, a remote scheduling automation system server and a mobile terminal. The substation wireless data transmission and overhaul management system and method have the advantages that through a wireless technology, a traditional wired transmission mode between substation backgrounds and collection terminals is changed, the construction difficulty is reduced, and requirements for laying wires inside substations are met; besides, regarding personnel assignment, multiple elements such as the technical proficiency degrees, credit degrees, fatigue information and alcohol intake of personnel are comprehensively taken into consideration, maintenance personnel who can be most suitable for participating default maintenance are selected, and through the modes that two-dimensional codes are adopted to replace traditional work tickets and matters needing attention are played through voice, the security during substation maintenance is improved.

The invention relates to a new energy device, in particular to a new energy municipal road sweeping device which includes a box body, a lifting box, a sweeping device, a garbage collecting box, a spray box and wheels. The problems that the increase of populations and vehicles intensify the pollution of urban roads, a large number of garbage and silt are generated, existing road cleaning is mostlydepends on manual work, the manual sweeping area is small, and the progress is slow can be solved. The problems that an existing road cleaning device is simple in structure and single in function andonly separate sweeping can be performed, the road surface garbage cannot be collected and cleaned, an existing road sweeping device power source is mainly petrol or diesel, resources are wasted, and the petrol and the diesel generate waste gas during combustion, which pollutes the environment and intensifies the greenhouse effect are solved.

The invention discloses a method for playing a video, a streaming media playing control server and a video playing system and relates to the technical field of cloud storage. The method comprises the steps of judging whether a front end camera uploads a monitoring video file to a cloud server or not and extracting index information from the monitoring video file if the front end camera uploads the monitoring video file to the cloud server and generating and storing an index file; and when a playing request sent by a client is received, obtaining an index file corresponding to the playing request and sending a playing control instruction to the cloud server based on the index file. According to the method, the streaming media playing control server and the video playing system provided by the invention, through establishment of the independent index file for the video file, the problem that the playing buffer time is long due to the fact that an index stored at a tail part cannot be processed by a player is solved, and the problem that a monitoring video stored on a cloud cannot be played online, the timed playing at a fixed length cannot be realized, and a progress cannot be dragged when the monitoring video is played is solved, and various streaming media playing modes for video monitoring stored on the cloud are realized.

The invention relates to a mechanical drilling cast-in-place pile, and belongs to the technical field of burying of load boxes of the mechanical drilling cast-in-place piles. The mechanical drilling cast-in-place pile comprises the load box, wherein an upper section steel reinforcement cage and a lower section steel reinforcement cage are respectively connected with the upper end and the lower end of the load box; guide bars are welded between the upper section steel reinforcement cage and the load box; outer steel reinforcement cage stirrups are arranged on the outer rims of the upper section steel reinforcement cage and the lower section steel reinforcement cage; an annular plate is arranged at the lower end of the lower section steel reinforcement cage. The annular plate is additionally welded at the bottom end of the lower section steel reinforcement cage, so that the steel reinforcement cages and the load box can be kept at the center of a pile hole as much as possible during burying, and the phenomenon of higher data deflection of two lower displacement rods in a later detection process can be avoided.

The invention relates to a circular-arched steel-corrugated-plate bridge and culvert structure. A circular-arched bridge and culvert with a reinforced concrete structure is not adaptable to foundation deformation and uneven settlement well, damages caused by earthquakes cannot be buffered effectively, construction cost is high and construction period is long. Bases are arranged at the lower portion of the bridge and culvert structure. Single-span or multi-span bridge arches are arranged on the upper portions of the bases, are steel-corrugated-plate circular arches and are formed by assembly and fixation of steel corrugated plates through bolts. The radius of each steel-corrugated-plate circular arch is 2.1648m, central angle is 135 degrees, arc curvature radius is 4.33m, single span is 4m, and rise height is 1.3365m. A circular-arched bridge and culvert with the structure has axial corrugations and excellent mechanics characteristics, stress strain caused by load is simultaneously distributed axially and radially, stress concentration of the load is effectively dispersed, advantages of a steel structure are exploited better, and wide application prospect is provided.

The invention provides a medium and long term electricity purchase planning method capable of considering a three-public-service-related consumption schedule and the electricity purchase cost. The method comprises the steps of 1, building a three-public-service-related consumption schedule constraint model which is capable of meeting the condition that the deviation between the three-public-service-related consumption schedule of each unit and an ideal three-public-service-related consumption schedule is in a given range; 2, building a production run constraint model of each unit; 3, considering different grid purchase prices of different units, building an electricity purchase cost objective function model of the units at a plurality of optimizing months, and calculating the value, meeting the three-public-service-related consumption schedule deviation constraint and the production run constraint, of the electricity purchase cost objective function model, wherein the electricity purchase cost objective function model enables the purchase cost of all units at the optimizing months to be minimum. By using the medium and long term electricity purchase planning method, the problem that the three-public-service-related consumption schedule contradicts with the electricity purchase cost in the medium and long term electricity purchase planning is solved, the electricity purchase plan meets the three-public-service-related consumption schedule requirements, and the electricity purchase cost is reduced as far as possible.

The invention discloses a database system for amount of computation of a BIM platform of a construction enterprise, which comprises a Revit plug-in end for modeling designers, a cloud platform for technical support frameworks, a unified interface for terminal users or third-party application systems, and a front-end application part, wherein the data information of the BIM is extracted to a BIM platform data server through technical means; the engineering quantity required for the construction is obtained through effective data integration; the data can be used and shared in each platform andcan participate in all aspects of data analysis of the enterprise, thereby improving the work efficiency; the once amount-of-computation data can be used multiple times under different requirements, thereby improving the accuracy of amount of computation, providing accurate data for cost accounting, providing controlled quantity of material procurement so as to avoid more purchase of materials andrepeated purchase; the raw material is saved; data basis is provided for construction progress; and construction time is saved.

The invention discloses a shallow-buried large-span water conveying tunnel three-stage five-step digging method which comprises the steps of 1) first-step digging, namely performing forepoling on an upper half tunnel, and digging an upper stage; 2) second-step digging, namely digging a pull trough in the middle of the tunnel; 3) third-step digging, namely digging and supporting the left wall of the tunnel; 4) fourth-step digging, namely digging and supporting the right wall of the tunnel; and 5) fifth-step digging, namely digging and supporting the edge wall of a lower stage. By adopting the digging method, region-by-region digging is effectively executed, overlapping of spaces and time of working procedures are fully used, the digging time periods of the working procedures are rationally used, and the deformation in the tunnel is reduced; and a lining can be quickly closed to form a ring. By adopting the digging method, the digging safety risk is effectively reduced, the digging working efficiency is improved, the digging and supporting closing time is shortened, and the deformation in the tunnel is effectively reduced.

The invention discloses an expressway slope reinforcement structure. A plurality of concrete framework beams (3) are arranged in the longitudinal direction of a slope surface, a plurality of anti-rust prestress steel strands (4) subjected to prestress exertion are transversely paved along the slope surface, the anti-rust prestress steel strands (4) are fixedly paved at the upper layer of the concrete framework beams (3), in addition, the two ends of the anti-rust prestress steel strands (4) are respectively and fixedly arranged on a first anchor rod (1) and a second anchor rod (2), and the first anchor rod (1) and the second anchor rod (2) are respectively and fixedly arranged in the rock layers with good mechanical property at the top end of the slop and at the slop foot part of the slope. The expressway slope reinforcement structure has the advantages that on the basis of ensuring the effective reinforcement on the expressway slope, the concrete consumption and the occupied area are reduced, so the greening area is increased; the demand quantity of construction personnel and machinery during the slope reinforcement is reduced, the rock-soil volume during the slope digging is reduced, and the environment pollution and damage is avoided, so the total cost is finally reduced.

The invention relates to a high-precision positioning guide device and a use method thereof. The device comprises an outer side device and an inner side device which are combined, wherein the inner side device comprises first channel steel; the bottom of the first channel steel is provided with a fixing bolt hole; the side face of the first channel steel is provided with a Y-shaped guide groove. The problem of constraint on engineering progress and construction quality and safety can be solved, and meanwhile the problems such as poor environmental protection performance, complexness in disassembly and assembly, adverseness to recovery and recycling, poor stiffness performance, looseness in fixation, poor mechanical property and poor safety and reliability are solved; thus members such as prefabricated walls are quickly arranged in place and corrected, and the utilization rate and the hanging precision of a tower crane are improved.

A tunneling method of a slurry shield passing through an anchor cable zone in a long distance comprises the following steps that 1, reinforcing is conducted on soil masses within the range of 5 m-6 mon the two sides of the central line of a to-be-excavated tunnel; 2, drilling and anchor distributing are conducted on the reinforcing areas; 3, a manual gate valve is mounted between a quarrying boxof a shield mechanism and a slurry discharging gate valve of a soil bin; 4, the quarrying box of the shield mechanism is transformed; 5, a slurry parameter used by the shield mechanism is set; and 6,a shield tunneling parameter is set, till excavation of a designed shield route is completed, and construction is ended. The tunneling method solves the technical problems that a slurry discharging pipe and the quarrying box are clamped deadly or blocked by an anchor cable, a cutter disc is wound, the aperture ratio of the cutter disc is decreased, and a cutter tool is damaged in the long distanceanchor cable zone passing through construction process of a traditional slurry shield.

The invention discloses a data processing method for engineering project progress and output value linkage, which belongs to the field of progress and output value data processing, and comprises the following steps of: matching structure nodes of a project and engineering quantity list codes corresponding to the structure nodes, and generating structure node data with codes; forming engineering quantity budget data according to the structure node data and the project budget data; determining a completed engineering quantity according to the actual progress data and the engineering quantity budget data; automatically back-stepping and calculating output value data according to the completed engineering quantity; and carrying out output value analysis, and carrying out monitoring and early warning on the cost risk of projects. The invention has the beneficial effects that the completed engineering quantity is calculated according to the actual progress data, then the output value data iscalculated through automatic back-stepping, and the output value data is generated through progress data linkage, so that the situations of false report and concealment report are avoided. the engineering quantity list and the progress data are intelligently match structure nodes, and maintenance engineering quantity is reduced.

The invention discloses a maintenance information recording method of fire-fighting equipment. The method comprises: identifying a radio-frequency tag bound to fire-fighting equipment and extracting current radio-frequency tag information from the identified radio-frequency tag; searching for historical maintenance information corresponding to the fire-fighting equipment based on the current radio-frequency tag information and displaying the searched historical maintenance information; receiving an equipment maintenance instruction inputted by a user, updating the displayed historical maintenance information based on the equipment maintenance instruction, and using the updated maintenance information as current maintenance information; and storing the current maintenance information. In addition, the invention also discloses a maintenance information recording apparatus of fire-fighting equipment and a readable storage medium. Therefore, a problem that the working process of fire-fighting maintenance can not be recorded timely during the fire-fighting management process can be solved.

The invention provides a precise multi-station automatic valve chamfering machine and a machining method thereof. The precise multi-station automatic valve chamfering machine comprises a machine body, a distribution cabinet and a control console. The precise multi-station automatic valve chamfering machine also comprises a belt conveying device, a rotating device, a loading and unloading device, a turnover device, a first inner diameter chamfering device, a second inner diameter chamfering device, a first outer diameter chamfering device and a second outer diameter chamfering device which are arranged on the machine body, wherein the belt conveying device is arranged on the machine body; the loading and unloading device is arranged between a feeding line and a discharging line of the belt conveying device; and the first inner diameter chamfering device, the first outer diameter chamfering device, the second inner diameter chamfering device and the second outer diameter chamfering device are distributed at the two sides of a connecting line of the loading and unloading device and the turnover device. The precise multi-station automatic valve chamfering machine and the machining method of the precise multi-station automatic valve chamfering machine have the characteristics of high efficiency, high machining precision, capability of machining multiple workpieces at the same time and the like and effectively saves lots of labor.

The present invention provides an application method and system of a BIM in a precast concrete supply chain. The method and system of the present invention is a lean construction visual management method and system adapting to the PC construction, is specifically for designing the information management decisions for the assembled construction units and the owners, is based on a component supply chain management idea, fuses a BIM + internet technology, combines an RFID technology, with the help of the RIFD, realizes the component product logistics intelligent management and the component large-scale industrial construction process 4D and 5D management, creatively finishes a collaborative work and management platform of the precast and assembled building construction, and finishes the overall objective of taking the components as the orientation and the supply chain management as the core to solve the whole industry chain quality, safety and schedule management problems from the component deepening, making, supervision and transportation to the on-site storage and hoisting during the precast and assembled building construction process.

The invention discloses a construction process of a manual hole-digging cast-in-place pile in weak-weathered rock or a medium-weathered rock stratum area. According to the construction method, a method for drilling and cutting a rock stratum by using a water mill is adopted in the weak-weathered rock or the medium-weathered rock stratum, so that the problem that the surrounding environment and theoperation progress are limited is successfully solved, the tunneling requirement of the manual hole-digging pile is met, the influence of shock waves generated by blasting the rock is eliminated or reduced, moreover, the tunneling speed of the manual hole-digging pile is increased, and the labor consumption is saved.

A communication performance test method relating to electrical communication technology characterized by that, the performance test comprises a plurality of separate connection tests, the test flow path of which is represented by the corresponding message sequence chart MSC, by the definition and operation to the data and control through the computer language, the message Msg and Event in the message sequence chart MSC can be accomplished. The invention can be operated on the general purpose platform (PC, UNIX work station) or the special-purpose product platform, is settles the problems of performance test progress and cost.

The invention discloses an activeMq-based progress bar realization method. The method comprises the steps that a back end performs real-time progress calculation on a to-be-monitored business and sends an ID and an executive progress of the to-be-monitored business to activeMq of a front end; and the front end monitors an activeMq message corresponding to the ID of the to-be-monitored business andcontrols and displays a progress bar by utilizing a script tag and a DIV tag of a page of the front end. The method has the beneficial effects that by utilizing the method, various beautiful progressbars can be realized only by writing a small amount of codes of data for sending the mq message, and Div data or progress bars in other formats; the method is simple and practical; and compared withsimilar progress bar realization, the method is concise, clean and very easy to maintain.

The invention relates to a food processing device, in particular to an intelligent pasta food processing robot. The robot comprises a box cover, a box body, a stirring shaft, a kneading base, a linkage rod, a power support arm, an extrusion box, a forming box and a mobile box, the problem that most food processing in a pasta factory is conducted manually, manual dough kneading is needed, and the manual dough kneading progress is slow can be solved, and the problem people make direct contact with food, pollution is caused, and bacteria are likely to breed can also be solved, and the problem that an existing dough kneading machine device is simple in structure, only dough kneading can be conducted, and fermentation and forming work cannot be conducted can be solved.

The invention relates to a vehicle-mounted guard bar drilling machine with a foldable drilling frame. The vehicle-mounted guard bar drilling machine with the foldable drilling frame comprises a vehicle body, the drilling frame and a drilling rod assembly. The front end of the vehicle body is provided with a driving room. The drilling rod assembly is installed on the drilling frame in a lifting mode. The vehicle-mounted guard bar drilling machine with the foldable drilling frame further comprises a folding mechanism which is arranged on the vehicle body and used for folding the drilling frame located on the outer side of the vehicle body to the upper portion of the vehicle body. The folding mechanism comprises a base, a rotating mechanism, a rotating seat and a first oblique oil cylinder, wherein the rotating mechanism is arranged on the vehicle body and used for driving the base to swing in the horizontal plane, the lower end of the rotating seat is hinged to one end of the base, and the first oblique oil cylinder is used for making the rotating seat swing in the vertical plane. The two ends of the first oblique oil cylinder are correspondingly hinged to the other end of the base and the upper end of the rotating seat. According to the vehicle-mounted guard bar drilling machine, the drilling frame of the vehicle-mounted guard bar drilling machine can be folded when the vehicle-mounted guard bar drilling machine does not work, so that the problems that drilling frames of past drilling machines impact on a driving vision field of a driver and the depth of a hole drilled by a drilling rod is not deep enough are solved, and meanwhile, the whole structure is more beautiful.

The invention discloses a heat-insulating and sound-insulating insulation board structure in an indoor large-temperature-difference area. The heat-insulating and sound-insulating insulation board structure comprises a flexible heat-preserving adhesive tape (1), clamp type keels (2), a drainage groove (3) and a heat-insulating and sound-insulating insulation board (4), wherein the clamp type keels (2) are of U-shaped groove structures; one clamp type keel (2) is arranged at the upper end of the heat-insulating and sound-insulating insulation board (4), and the other clamp type keel (2) is arranged at the lower end of the heat-insulating and sound-insulating insulation board (4); the flexible heat-preserving adhesive tape (1) is arranged between the top end face of the heat-insulating and sound-insulating insulation board (4) and the bottom of the U-shaped groove of each clamp type keel (2); the drainage groove (3) is fixed on the clamp type keels (2) through screws (5); latches are arranged on the inner side faces of the U-shaped grooves of the clamp type keels (2); the section of the drainage groove (3) is U-shaped. The heat-insulating and sound-insulating insulation board structure can be arranged firmly and is easy for field machining and installation, the construction quality is high, and the problems of low field progress, adhesive pollution and the like can be solved.

The invention discloses a method for releasing a fault level of a power network, which is applied to a power dispatching system. The method comprises the following steps: obtaining fault information of the power dispatching system; Calculating data information of the power network fault according to the fault information; Evaluating a fault grade of the power network fault according to the data information of the power network fault and a predetermined rating standard; Setting a fault receiving range of a corresponding receiving object according to the fault level; According to the receiving object range, the fault level and the data information are sent to the corresponding receiving object according to a predetermined format to start the emergency plan of the corresponding level. The invention analyzes the power network fault according to the power network fault information and quickly prejudges the power network fault grade according to the rating standard, and sends the power network fault grade information to the corresponding receiving object, so as to provide technical support for the rapid response of the power network fault.

The invention provides a transport progress control method, device and system, and relates to the technical field of prefabricated part transport progress control. The transport progress control method is applied to the prefabricated building which is assembled by multiple prefabricated parts. The method comprises the steps that the assembling progress of each prefabricated part in the assembling process is acquired; transport control information is generated according to the assembling progress and the preset assembling sequence of each prefabricated part; and the transport progress of the corresponding prefabricated parts is controlled according to the transport control information. With application of the method, the transport progress can be regulated and controlled according to the assembling progress so that the problems of early or delayed transporting of the prefabricated parts to the assembling place can be avoided, and the problems of influencing the assembling progress caused by the fact that the prefabricated parts are accumulated in the assembling place or cannot be assembled in time can be solved.

The invention discloses a software development management system. The system comprises a management module, an authority module, a development module, a data storage module, a conference module and adisplay module. The management module is mainly used by management personnel. The authority module is used for controlling authorities of developers and managers. The development module is used for software development and data acquisition by developers. The data storage module is used for storing corresponding data information of software development. The conference module is used for integratingand storing conference information data of a corresponding software development project. The display module is used for displaying the software development project. The method has the advantages of ensuring company information safety, rapidly obtaining software development data and improving software development efficiency. The system is mainly used for software development.

The invention discloses a cast-in-situ and prefabricating combined construction method of a drainage inspection well. The construction method comprises the following steps: producing reinforced concrete prefabricated well walls; installing pipelines in trenches, meanwhile, reserving base plate construction spaces at the bottoms of the pipelines, and casting a bed course after the installation of the pipelines; binding base plate reinforcing steel bars to the upper side of the bed course and erecting base plate formworks, and binding and fixing reserved joint bars and the base plate reinforcingsteel bars after the well walls are lifted; and casting base plate concrete and filling gaps between the pipelines and the well walls, so that the inspection well is molded. According to the cast-in-situ and prefabricating combined construction method of the drainage inspection well provided by the invention, the construction efficiency of the drainage inspection well is improved.

The invention belongs to the technical field of terminals, and discloses a progress display method and a mobile terminal. The method includes the steps that a progress display instruction triggered bya user based on a preset operation is received, progresses of target tasks are displayed on at least one auxiliary screen in response to the progress display instruction, so that when the user wanTSto view, for example, a charging progress, a file download progress or a file transfer progress, the mobile terminal can receive and respond to the progress display instruction triggered by the user based on the preset operation, and then the progresses are displayed on at least one auxiliary screen of the mobile terminal; the operation used by the user to view the progresses of the target tasks is simplified, and the problems in the prior art that the user needs to perform frequent and cumbersome operations to view the progresses of the target tasks are solved.

The invention discloses a simulation test method for a launching vehicle control system. The simulation test method comprises the following steps of setting up a simulation test environment, performing testing during the normal operation of a simulation test platform and performing testing during the abnormal operation of the simulation test platform. On the basis of the above technical schemes of the invention, a variety of working flows of a launching vehicle can be simulated, and the working flows can comprise launching vehicle supporting leg stretching oil cylinder simulation, supporting leg folding oil cylinder simulation, launching tube erection simulation and launching tube withdraw and leveling simulation. With the simulation test method for the launching vehicle control system of the invention adopted, hardware equipment input and simulation test time can be greatly decreased. The simulation test method has the advantages of good real-time communication performance, high portability, high universality, easiness in adjustment according to needs and the like.