1005results about How to "High degree of standardization" patented technology

The invention provides a tiled display control system based on a cloud computing technology, an image display method adopting the system and an application of the system. The system comprises a plurality of displays, a plurality of distributed cloud registration controllers, a plurality of exchangers and system software, wherein a jointing wall is formed by the plurality of displays; an LAN (Local Area Network) is formed by cascading the plurality of exchangers, and a framework core of an IP (Internet Protocol) network is formed by a transmission channel for providing data and control commands; the plurality of distributed cloud registration controllers are accessed into the exchangers of the corresponding levels, and are connected with the corresponding displays through video connecting wires, and the cloud registration controller adopts a PCI-E (PCI Express) base-plate and is provided with an Inter processor. A plurality of data (IE) windows can be displayed on an assembled display simultaneously by adopting the performance of a flexibly configured server and an output channel of the system, and can be interacted in real time; furthermore, the tiled display control system has the functions of video decoding, server memory and the like after the system is applied to a video conference system; compared with the traditional scheme, the system has the advantages of high performance, high reliability, high development, low cost, information processing, strong analysis and management capacities, high resolution ratio, high performance cost ratio, real-time display, green environmental protection and the like.

The present invention relates to the method of applying 'server end application' in providing the Internet explorer client end with user interface, and is especially the method of adopting module technology in the server end to display the user interface in the Internet explorer via packaging the user interface elements in module and packaging the operation of the user to interface elements in module event. The said application executes the following steps: accepting HTTP request the Internet explorer submits; processing report to create parameter list; obtaining from the conversation the present window module list; processing module; creating XML file; and outputting HTML file after XSL conversion. The said method can constitute user interface based on Java and has high code standardization degree, rich interface, simple operation, easy international application and convenient transplantation in different Internet explorer platforms.

The invention discloses a sublevel open-stoping mining method with subsequent backfilling for long-hole caving in thin ore bodies. The sublevel open-stoping mining method with subsequent backfilling is characterized by comprising the following steps: arranging ore blocks along the orientation of the ore bodies, and dividing the ore block into ore chambers and ore pillars; dividing the ore blocks into segments in a vertical direction by sublevel drilling gate ways with an interval of 15-20m; drilling upward parallel or fan-shaped and downward parallel or fan-shaped medium-depth holes in the sublevel drilling gate ways to recover, wherein different sublevel caving sequences can be adopted according to the stabilization condition of the hanging wall surrounding rocks of the ore bodies; laterally loading ores by using a carry scraper from a bottom trench; locally anchoring the unstable areas of the hanging walls of the ore bodies, and drilling the anchored holes along with the caved holes; after the ores are recovered from the ore chambers, recovering the ore pillars according to the condition of the adjacent ore blocks, and finally filling goaf with waste rocks. The method has the prominent effects of good labour conditions, safety in working, high operation efficiency and high production capacity, and can realize intensified mining and ore mucking, and effectively control ore losses and dilution rate.

The invention relates to an assembly integral shear wall building structure and a building method and belongs to the field of buildings and construction technologies of the buildings. The shear wall building structure is formed by connecting prefabricated concrete hollow components through steel bars and cast-in-place concrete, wherein the prefabricated concrete hollow components include prefabricated wall body components, floor board components, T-shaped wall pillar components, L-shaped wall pillar components, cross-shaped wall pillar components and wall body components with holes. Multiple parallel lengthwise through holes are formed in the prefabricated hollow components in the length direction and multiple parallel transverse non-through holes communicated with the lengthwise through holes are formed in the prefabricated hollow components in the width direction. Horizontal anchor connection steel bars inserted into the transverse holes are arranged among the different prefabricated components. Lengthwise anchor connection steel bars are arranged in the lengthwise holes, wherein one end of each lengthwise anchor connection steel bar protrudes out of the surface of the corresponding prefabricated component by a certain length. The concrete is filled into the lengthwise holes and the transverse holes to form a layer of structural unit or a single-layer building structure. Multiple structure units are connected to form a multiple-layer or high-rise assembly integrated shear wall structure. The assembly integral shear wall building structure and the building method can be applied to the multiple-layer or high-rise shear wall building structures and frame-shear wall building structures. Thus, the industrial level of the building structures can be improved, stress performance can be improved and resources are saved.

The invention discloses an internet parking management system. The internet parking management system comprises an internet platform server and parking lot equipment. The internet platform server is in direct data exchange with the parking lot equipment and stores vehicle information. The parking lot equipment comprises recognition devices, gates and a charging management terminal, and the recognition devices are arranged on an exit and an entrance and connected with the internet platform server, obtain the vehicle information and send the vehicle information to the internet platform server. The gates are arranged on the exit and the entrance and connected with the internet platform server and control vehicles to pass according to an operation instruction of the internet platform server. The charging management terminal is connected with the internet platform server, receives charging and authority information sent by the internet platform server and sends through permission signals to the internet platform server. Through the system, the parking lot equipment is in direct communication with the internet platform server through a mobile network, sends data and receives the operation instruction, lines and network equipment of a local area network are omitted, and the self-building and maintenance cost of a parking lot is lowered.

The invention provides a detection method for information comprehensive analysis and intelligent alarming application. The detection method includes the following steps that whether transformer substation advanced application function modular design meets requirements or not is detected; classification of alarming information is determined, and detection of intelligent alarming and analysis decision making is finished; detection of information comprehensive analysis decision making is conducted; detection of distributed state estimation and data identification is conducted. The detection method for information comprehensive analysis and intelligent alarming application can be used for application and implementation of intelligent comprehensive analysis and intelligent alarming of a transformer substation integrated monitoring system, and modularization, standardization and customization of the functions of the transformer substation integrated monitoring system are achieved.

The invention discloses a multi-rotor unmanned aerial vehicle detection platform system for detecting surface cracks of a structural member. The multi-rotor unmanned aerial vehicle detection platform system comprises a multi-rotor unmanned aerial vehicle, a control system and a wireless communication system; the multi-rotor unmanned aerial vehicle for providing a task load and detecting the surface cracks of the structural member comprises a vehicle body, a power system and a sensing system; the control system comprises an upper computer, a lower computer and a hand-held remote control unit; the upper computer is a ground station provided with a main control computer; the lower computer is an execution control module arranged on the multi-rotor unmanned aerial vehicle; the wireless communication system comprises a data transfer radio, a gain antenna and an image transmission module; the main control computer arranged on the ground station transmits information by means of the data transfer radio and controls the flight of the multi-rotor unmanned aerial vehicle through the execution control module arranged on the multi-rotor unmanned aerial vehicle. The platform detecting system is high in degree of automation; by use of a method for detecting the surface cracks of the structural member with the platform detecting system, the working time required by detecting can be effectively saved, and the detection cost is greatly reduced; the multi-rotor unmanned aerial vehicle detection platform and the method are particularly suitable for detection work of cracks on the surface of a large-sized structural member.

The invention relates to a method for manufacturing a dual-layer sandwich metal base PCB (printed circuit board) with high thermal conductivity. According to the method, a copper base or aluminum base is used for replacing the FR4 insulation material base or ceramic base in the prior art. According to the invention, the high terminal conductively of metal is utilized, so that heat threats to most electronic power devices and an LED (light emitting diode) on the PCB can be greatly reduced or eliminated, thus the lowest running temperature, greatest luminosity and longest service life of the LED can be ensured, therefore, the PCB is an ideal carrier board for the electronic power devices and an LED array.

The invention discloses a method and a system for automatically testing consistence of an SNMP (Simple Network Management Protocol) interface information model. The method comprises the steps of: firstly, generating corresponding test samples according to define information and types of different managed objects carrying out SNMP interface information model consistence test, specifically, for leaf objects, generating corresponding read test samples and write test samples according to access rights of the leaf objects in the SNMP interface information model, for table objects, generating corresponding read test cases and write test cases according to access rights of all lines of objects of the table objects in the SNMP interface information model, and also generating index relationship test cases of the table objects, for notify objects, generating corresponding notify test cases; and secondly, executing the test cases and analyzing executing results, and generating a test record and a test report according to the analysis result. The invention can improve the automatic test level of the consistence test of the SNMP interface information model, simplifies the test complexity, and improve the testing efficiency.

A high-precision hot-pressed silicon nitride ceramic ball bearing and its manufacturing method belong to the bearing manufacturing technology, and are suitable for being installed on high-precision, high-speed, high-end CNC machine tools and machining center spindles. The high-precision hot-pressed ball bearing provided by the invention Silicon nitride ceramic ball bearings, comprising: an inner ring and an outer ring made of steel, the inner ring and the outer ring respectively having arcuate ball bearing raceways; disposed between and in contact with the ball bearing raceways of the inner and outer rings ceramic ball rolling element; a rolling element isolation ring set between the inner and outer rings to hold the ceramic ball, that is, the cage; its characteristic is that the ceramic ball rolling element is obtained by conical grinding process and technical equipment, and its precision Reach G5, G3 level. The characteristics of the invention are: high limit running speed; high running precision; high temperature resistance, and can run without lubrication; light weight; can work stably for a long time in some highly corrosive media; high degree of standardization, easy to maintain and exchange.

The invention discloses a building industrialization concrete horizontal structure prefabricated part application primary design method. A general 'standard superposed beam selection parameter and corresponding number table', various forms of 'bending, shearing and twisting reinforcing bar number combination tables' of superposed floor beams of different concrete grades and section sizes, a 'horizontal prefabricated concrete superposed floor beam standard schematic handbook', a general 'standard superimposed floor slab selection parameter and corresponding number table', a 'horizontal prefabricated superposed floor beam standard graph parameter database', a 'horizontal prefabricated superimposed floor slab standard graph parameter database' and the like are compiled, and are matched with parameters, a software module and a computing result of horizontal structure prefabricated part application primary design software adapted from building structure analysis design software. Through adoption of the method, the design, prefabrication and installation application costs of a novel building industrialization structural part can be lowered, and the bottleneck of the existing industrial assembly type concrete building structure application development can be broken.

The invention belongs to the technical field of sewing machines, and relates to a full-automatic feeding device of a sewing machine. A separating mechanism, a clamping and lifting mechanism and a feeding mechanism are sequentially arranged on one side of a table plate of the sewing machine, wherein the separating mechanism gradually separates to-be-sewn cloth one by one; the clamping and lifting mechanism clamps and lifts the to-be-sewn cloth separated by the separating mechanism; the feeding mechanism transfers the to-be-sewn cloth lifted by the clamping and lifting mechanism to a position above a needle plate; a plurality of position sensors are arranged on a transfer track of the to-be-sewn cloth; and a controller receives position signals of all the position sensors and controls sequential actions of the mechanisms. The full-automatic feeding device has the advantages that labor intensity is low, laying speed is high, and positions of laid cloth are standard, so that work efficiency is high, standard degree of sewn products is high, production cost is low, automation of a cloth sewing process can be realized by the device, and the full-automatic feeding device is applicable to various types of sewing machines.

The invention relates to a cast-in-place support platform for bridge cast-in-place construction, and the platform is characterized by consisting of a movable seat, a hydraulic jack, a steel pipe concrete vertical column, stable tie bars on a longitudinal surface, a horizontal surface and a plane, a spherical hinge support, a support primary beam, a support secondary beam, a reinforcing diagonal rod, a distribution rib, a large steel mould at the bottom of the beam, a support and pier top fixed connecting system, a pier top crossbeam, a partial template of a pier tope, a pier top large tonnage hydraulic jack, an undercarriage hoist or a chain block in the beam, an undercarriage steel cable and the like; all the components are spliced detachably and interchangeably; the connection of all the components is mainly realized through bolts; and the cast-in-place construction of a bridge can be carried out after a cast-in-place support is assembled according to the actual situation on the site and the beam body template is arranged on the support. The universal bridge cast-in-place support has the biggest characteristics of good practicality, high standard degree, high load bearing capability of the support system, low requirement on the load bearing capability of a foundation, settlement monitoring and automatic compensation functions; and is applicable to the cast-in-place construction of simple support beams, continuous beams and arch bridges; has few assembled and disassembled parts and no components with large sizes after being disassembled, is convenient to transport, is the support equipment for bridge cast-in-place construction with the highest standardization level and the best universality so far, and can significantly shorten the construction period and save the cost.

The invention provides a language translation quality auditing method. The method comprises the following steps of: translating a translated parent language to form a translation comparison library based on numerous conventional reliable translation methods; respectively performing a semantic comparison which takes category identification as a base structure on each translation sentence and each target language to be audited in the translation comparison library with a reference sentence generated according to the parent language; calculating a corresponding semantic difference degree; judging whether the semantic difference degree between the target language and the reference sentence is in the range of the semantic difference degree between each translation sentence and the reference sentence in the translation comparison library and then judging whether the translation is reliable; and proving modification for mistranslation. The auditing method has high automation and standardization degrees and is an ideal translation quality auditing method.

The invention belongs to a simulation test technology and relates to an ICD-oriented ARINC429 bus signal simulation test assembly applied to the technical field of avionics. A group of basic signal class libraries according with an ARINC429 standard are defined, a standard model of an ARINC429 bus signal is built, a simulation signal configuration file is generated after a user records ICD information, configuration file data of the ARINC429 bus signal are stored by adopting a file in an XML (Extensible Markup Language) format; an ARINC429 bus reads the configuration information of a signal configuration file, a corresponding ARINC429 signal control is loaded, a parameter engineering value is set on a simulation output interface of the ARINC429 bus signal and is automatically solved into an ARINC429 source code value according to the configuration information of the signal configuration file, data are packaged and transmitted to an ARINC429 board card driving layer interface, and a driving instrument outputs a simulation signal.

The invention discloses an H-shaped steel beam and H-shaped steel column minor axis variable beam height fabricated node and a construction method thereof. The node comprises an H-shaped steel column, an H-shaped steel beam, a column sealing piece, a T-shaped connection piece, an L-shaped connection piece and bolts. The column sealing piece consists of a column sealing plate, a beam upper flange stiffening rib and a column sealing plate stiffening rib; the T-shaped connection piece consists of an upper flange plate connection plate which is arranged horizontally and a web connection plate which is perpendicular to the bottom surface of the upper flange plate connection plate; the L-shaped connection piece consists of a lower flange plate connection plate which is arranged horizontally and a column connection plate which is perpendicular to the lower flange plate connection plate downward. All accessories required by the node are prefabricated in a factory, the requirement of equal-strength connection in the process of changing the section of the H-shaped steel beam in a certain range can be met, high-strength bolts are adopted by a construction field node so as to realize the fabricated connection, and the node is high in rigidity and high in connection speed, and can meet the requirement of the fabricated construction of a steel structure.