39results about How to "Implement instrumentation" patented technology

A method for quickly modeling three-dimensional urban buildings for traffic environmental pollution simulation is characterized in that the specific steps are as follows: step 1, building data of a simulation area are derived through a digital urban software; 2, reading the building data through program language software and optimizing the building shape data characteristics, so that the buildingshape data can be obtain with better quality on the premise of ensuring the main shape characteristics of the building; 3, according to the building shape data and the boundary condition of the computational fluid dynamics simulation, designing a computational area of the numerical simulation; 4, generating a corresponding building through a modeling software script language, and calculating a modeling script of that domain. The method has the advantages of solving the problem of rapidly generating a building geometric model in the process of simulating the atmospheric pollution diffusion in areal urban scene, improving the efficiency and accuracy of the urban three-dimensional building modeling, and simplifying the pretreatment process of the urban atmospheric pollution diffusion simulation.

The invention provides a clamping jaw mechanism. The clamping jaw mechanism comprises a base, a clamping jaw structure and a clamping jaw drive device; the clamping jaw structure comprises a fixed clamping jaw connected to the base, a movable clamping jaw and a connecting structure movably connecting the movable clamping jaw to the fixed clamping jaw; the clamping jaw drive device is used for driving the movable clamping jaw to move relative to the fixed clamping jaw, and the movable clamping jaw is matched with the fixed clamping jaw to achieve clamping and opening; the clamping face of the movable clamping jaw is opposite to the clamping face of the fixed clamping jaw, and when the clamping face of the movable clamping jaw slides towards the first direction along the clamping face of the fixed clamping jaw, the distance between the clamping face of the movable clamping jaw and the clamping face of the fixed clamping jaw is decreased; and when the clamping face of the movable clamping jaw slides towards the second direction opposite to the first direction along the clamping face of the fixed clamping jaw, the distance between the clamping face of the movable clamping jaw and the clamping face of the fixed clamping jaw is increased. The clamping jaw mechanism is suitable for the condition the distance between material ranks is large and also can be suitable for the condition that the distance between the material ranks is small, and the application range is wide.

The invention discloses a tool type concrete composite slab cast-in-situ connecting section formwork supporting device. The tool type concrete composite slab cast-in-situ connecting section formwork supporting device solves the problem that existing concrete composite slab cast-in-situ connection adopts a hanging formwork or a traditional full-hall support method and the problems that connection section formwork support and prefabricated part support interfere with each other, supporting materials are large in dosage and the mounting accuracy and installation quality of the formwork are difficult to guarantee exist. Two supporting stand column inserting holes are formed in the middle portion of a supporting cross beam, two transverse adjusting pieces are symmetrically arranged at the two ends of the supporting cross beam, the transverse adjusting pieces are connected with the supporting cross beam in a threaded mode, two supporting stand columns correspond to the two supporting stand column inserting holes in a one-to-one mode, and the supporting stand columns are connected with the supporting cross beam in an inserting mode. Vertical adjusting pieces are connected to the upper ends of the supporting stand columns in a threaded mode, U-shaped brackets are connected to the upper ends of the vertical adjusting pieces in a threaded mode, the U-shaped brackets are internally provided with formwork supporting beams, and a bottom formwork is arranged above the two formwork supporting beams. The tool type concrete composite slab cast-in-situ connecting section formwork supportingdevice is used in the construction of fabricated composite concrete floor.

The invention provides a general evaluation method and system for evaluating the effectiveness of a simulation model, and solves the technical problem that no general evaluation method is provided forsimulation model evaluation in the prior art. The method comprises the following steps: acquiring reference data from a reference model; analyzing the state of the reference model and checking the consistency of the simulation model and the state of the reference model; carrying out a simulation test according to the test design and obtaining simulation data; extracting curve data and characteristic data according to different data types of the reference data and the simulation data; automatically selecting an evaluation method for verifying effectiveness evaluation of the simulation model according to the curve data and the characteristic data; obtaining an evaluation result brief report according to the unified evaluation indexes of the evaluation method; and performing iterative confirmation on the evaluation result brief report. The invention can adapt to effectiveness evaluation of various simulation models in the specific simulation process or application field, the simulation evaluation process is simplified, instrumentalization of the evaluation process is achieved, and a general simulation evaluation process is formed.

The invention discloses a logistics express delivery packaging method and device. The logistics express delivery packaging method and device are characterized in that a cryptographic device is used for achieving limited sealing delivery packaging in the method, and the device comprises a commonly-used packaging box, a commonly-used packaging bag and the novel cryptographic device. The cryptographic device is used for achieving limited sealing, safety sealing of packages is guaranteed, time and space limitations are overcome, and different-place opening of the packages is achieved. According to the device, assembling and disassembling can be completed immediately and quickly, safety of goods is guaranteed, and long-term recycling can be achieved immediately and effectively; the commonly-used device and cipher sealing logistics express delivery packaging are used, the disposable using current situation of traditional packaging is improved, resource waste is reduced to a great extent, and saved resources are immeasurable to a certain degree. In the whole process, the links that packages arrive at customers are reduced, and thus the packaging cost added to products is lowered; excessive packaging is eliminated, quick service of logistics express delivery can be enjoyed by people, and meanwhile environmental pollution is avoided.

The invention discloses a self-dropping type box girder steel pipe bailey door opening bracket and a supporting method thereof. The bracket comprises a reinforced concrete foundation (1), wherein a plurality of steel buttress piers (2) are arranged on the reinforced concrete foundation (1) and are connected with the reinforced concrete foundation (1) through sand boxes (3); bailey truss components (4) are arranged on the steel buttress piers (2); the steel buttress piers (2) and the bailey truss components (4) are combined to form a bailey door opening. Due to the fact that the structure of the bracket is toolized and modularized and the self-dropping characteristic of the sand boxes is applied, a casting box girder bracket can be assembled and disassembled within about 7 days, and the construction speed is increased; due to the adoption of the technology that the whole sand boxes fall into a die, the workload of work high above the ground for de-molding the bracket is reduced by over 90 percent, and the safety of construction is greatly improved.

The invention relates to automobile intercooler flat pipe inner fin inserting and flat pipe leveling integrated equipment. The automobile intercooler flat pipe inner fin inserting and flat pipe leveling integrated equipment comprises a rack, a fin transmission module which is arranged at the middle part of the rack, a fin prepressing unit and a fin compression unit which are arranged at the lowerpart of the fin transmission module, a flat pipe storage unit which is arranged on one side of the fin transmission module, a flat pipe inner fin propelling unit which is arranged on the other side ofthe fin transmission module, and a flat pipe push-out unit which is arranged at the bottom of the flat pipe storage unit, and is used for horizontally pushing out a flat pipe after being inserted. The automobile intercooler flat pipe inner fin inserting and flat pipe leveling integrated equipment further comprises a flat pipe correcting and rolling unit which is arranged on one side of the flat pipe push-out unit and is used for leveling and correcting the flat pipe, and a flat pipe conveying unit. Compared with the prior art, flat pipe fin inserting and correcting and rolling integrated andautomatic work is achieved, the working efficiency is improved, the working space is saved, the labor cost is reduced, simultaneously, the equipment can insert flat pipe fins in different sizes and can correct and level the flat pipe after the fins are inserted, and the application range is wide.

The invention provides plug-in mounting equipment for magnetic steel sheets. The plug-in mounting equipment comprises a rail and a plug-in mounting mechanism. The rail is used for being assembled on an object to undergo plug-in mounting. The plug-in mounting mechanism comprises a rack, a clip assembly and an inserting rod assembly, wherein the rack is movably assembled on the rail and moves in anextending direction of the rail; the clip assembly is assembled on the rack and comprises a magnetic steel sheet loading cavity; the magnetic steel sheet loading cavity is used for loading magnetic steel sheets; and the inserting rod assembly is movably assembled on the rack, reciprocates relative to the rack, can correspond to the magnetic steel sheet loading cavity, and inserts the magnetic steel sheet loading cavity into an object to undergo plug-in mounting and resets in the reciprocating process. The plug-in mounting equipment realizes plug-in mounting of the magnetic steel sheets, is simple in structure, low in cost and small in occupied space, and can be widely applied to plug-in mounting scenes of the magnetic steel sheets.

A barn sample splitter comprises a sample splitting cylinder. A first hopper, a first sample splitting body, a second hopper and a second sample splitting body are sequentially arranged in the sample splitting cylinder from top to bottom. The outlet of the first hopper is located above the first sample splitting body. The lower outlet of the first sample splitting body is located above the center of the second hopper. The outlet of the second hopper is located above the center of the second sample splitting body. The second sample splitting body comprises a supporting ring. A plurality of ribs are arranged in the supporting ring in the radius direction. Two openings formed by every three adjacent ribs form a set of sample splitting openings including the main opening and the auxiliary opening which are arranged in an adjacent and separated mode. A first slide groove is arranged below each main opening, and a second slide groove is arranged below each auxiliary opening. When taken through different sample taking devices, corresponding reasonable amounts of samples can be freely and respectively taken through the different outlets of the sample splitter by means of the sample splitter during sample splitting.

The invention discloses an automatic blood backflow pipe and guide pipe assembling device of a disposable infusion apparatus, which comprises a divided feed pipe, a row of main channels are arranged in the divided feed pipe along the longitudinal direction, and each main channel is provided with a branch channel communicated with the main channel; an included angle is formed between the branch channel and the main channel, and the bottom end of the divided feed pipe is connected with a blood backflow pipe positioning fixture; the blood backflow pipe positioning fixture comprises two fixture bodies, and the top parts of the two fixture bodies are actively connected with the divided feed pipe; and each main channel of the divided feed pipe is internally and actively provided with a feed pushing rod, the top parts of a plurality of feed pushing rods are connected with a piston rod of a positioning air cylinder, and the bottom of a tapered channel of the blood backflow pipe fixture is provided with a pipe expanding mechanism. According to the automatic blood backflow pipe and guide pipe assembling device disclosed by the invention, the automatic assembling of the blood backflow pipe and the guide pipe can be realized, and a plurality of elements can be assembled at the same time, so that the production efficiency is greatly enhanced, and the degree of automation is enhanced. The automatic blood backflow pipe and guide pipe assembling device adopts a pipe expanding and inserting process, and the automatic blood backflow pipe and guide pipe assembling device can realize the insertion between the soft elements and the assembling of a plurality of soft elements.

The invention provides a turnover turning plate tool for a construction elevator. The turnover turning plate tool comprises a suspension cage, an elevator door, a sliding rail, an elevator door pulleyblock, a turning plate pulley block and a turning plate, wherein the sliding rail is fixedly mounted at the upper part of the front side of the suspension cage; fixing pins are fixedly mounted at thelower part of the front side of the suspension cage; the fixing pins are in hinged connection with the rear end of the turning plate; the sliding rail is in sliding fit with sliding blocks; the sliding blocks are in bolted connection with one end of a support plate; the other end of the support plate is in bolted connection with the elevator door; supporting blocks are fixedly mounted on the rearside of the elevator door; and the supporting blocks are fixedly connected with the elevator door pulley block and the turning plate pulley block. The turnover turning plate tool for the constructionelevator has the benefits as follows: the structure is simple, the installation is convenient, the conventional method of building passages to allow the construction elevator to go to all floors is improved, the problem that the construction elevator is at an excessively large distance from the structure edge when going to the passages of all floors is effectively solved, the efficiency is increased, the human and material input are reduced, the application range is wide, and the turning over is realized.

The invention discloses a concrete-column cast-in-place structure movable-formwork supporting system and a construction method. The concrete-column cast-in-place structure movable-formwork supporting system is characterized in that the whole system is mainly composed of a frame structure system and a supporting platform formwork supporting system, and the parts are of all-steel structures; a bottom frame system comprises eight wheels, and the eight wheels are divided into two sets; in other words, four wheels are in the X direction, the other four wheels are in the Y direction, and outer support legs of the bottom frame system are connected with table frames through pins to form a whole; four supporting platforms are arranged on each layer in the supporting platform formwork supporting system, and all the platforms are fixedly connected with frame system stand columns through pins. By means of the concrete-column cast-in-place structure movable-formwork supporting system, site erecting of full hall scaffolds can be avoided, the system is a supporting system integrating walking, hoisting, formworks, supporting and construction platforms, four columns can be poured in the one-time formwork positioning and erecting process, and the hoisting function, the X-direction walking function, the Y-direction walking function and the like can be achieved through the system. Due to platform adjustable-section length variation, formwork short-support length variation and track length variation, cast-in-place construction of water trickling component columns with all kinds of column spaces and column sections can be achieved so that the requirements of different project-design parameters can be met.

A barn sample splitter comprises a sample splitting cylinder. A first hopper, a first sample splitting body, a second hopper and a second sample splitting body are sequentially arranged in the sample splitting cylinder from top to bottom. The outlet of the first hopper is located above the first sample splitting body. The lower outlet of the first sample splitting body is located above the center of the second hopper. The outlet of the second hopper is located above the center of the second sample splitting body. The second sample splitting body comprises a supporting ring. A plurality of ribs are arranged in the supporting ring in the radius direction. Two openings formed by every three adjacent ribs form a set of sample splitting openings including the main opening and the auxiliary opening which are arranged in an adjacent and separated mode. A first slide groove is arranged below each main opening, and a second slide groove is arranged below each auxiliary opening. When taken through different sample taking devices, corresponding reasonable amounts of samples can be freely and respectively taken through the different outlets of the sample splitter by means of the sample splitter during sample splitting.

The present application provides an insertion device for magnetic steel sheets. The insertion device includes a rail and an insertion mechanism. Rails are used to assemble objects to be inserted. The insertion mechanism includes a frame, a clip assembly and an insertion rod assembly. The frame is movably assembled on the rail and moves along the extending direction of the rail. The clip assembly is assembled on the frame and includes a magnetic Steel sheet loading chamber, the magnetic steel sheet loading chamber is used for loading magnetic steel sheets, the insertion rod assembly is movably assembled on the frame, reciprocating relative to the frame, the insertion rod assembly can be connected with the The magnetic steel sheet loading cavity corresponds to the magnetic steel sheet loading cavity, and the object to be inserted is inserted into the magnetic steel sheet loading cavity and reset during the reciprocating motion. The insertion device realizes the insertion of magnetic steel sheets, and has a simple structure, low cost, and small space occupation, and can be widely used in the insertion scene of magnetic steel sheets.

The utility model relates to a temporary bracket or a movable bracket used as a lateral support of a temporary structural planar member for a workbench, a shelf, or a plane member of a temporary structure. The bracket is attached to the inherent components of the working environment by using the cylindrical eccentric wheel locking mechanism, and the vertical support structure is shortened to make use of the momentum to perform work. The structure of the bracket is simple, without damaging the surface of the attached component and the installation position on the attached component can be flexibly changed, safe and reliable; small in size and light in weight, easy to install and disassemble, greatly saving structural materials and working hours, and reducing costs; bracket The small size saves the space occupied by the structure and greatly improves the effectiveness of the support; it realizes the temporary support as a tool, which is flexible and convenient to use, and can be widely used in various engineering construction and storage, shopping malls, home furnishing and other industries.

The invention discloses a concrete construction method for a rectangular vertical shaft hole, comprising the steps of: 1. pouring the concrete foundation; 2. hoisting the support structure; Hole concrete; 6. Remove formwork support components; 7. Overall hoisting formwork support components and bracket structure; 8. Treat the upper Doka formwork positioning cone as the lower Doka formwork positioning cone, and cycle steps 3 to 7 to realize well hole concrete layered construction until the end of construction. The invention uses the bottom concrete foundation to support the main beam and the operating platform, uses the purlins to fix and support the concrete formwork, and then connects the bottom of the steel pipe bent frame at the fixed end and the steel pipe bent frame at the adjusting end to the operating platform to strengthen the fixing of the concrete formwork and realize The concrete construction of rectangular vertical well holes is instrumentalized, standardized and programmed, the overall structure is improved, the formwork is convenient to install and dismantle, the building materials can be reused, the construction is safe and reliable, and can be moderately adjusted.

The invention discloses an elevator well anti-falling partition system and a construction method. The construction method comprises the following construction steps: (1), performing construction preparation; (2), pre-burying side wall square steel in a wall; (3), mounting a shaped placing corbel; (4), mounting a hard shaped partition main beam; (5), mounting partition frame fixing secondary beams,and stretching secondary beams on the two sides; (6), placing a partition plate and mounting a shaped guardrail; (7), erecting a safety protection net; (8), splicing a shaped platform plate; (9), welding and mounting an internal obliquely-supported hard partition frame; (10), welding and mounting an internal obliquely-supported hard partition frame; (11), splicing a shaped protective door; (12),mounting a shaped fixing clamp; (13), mounting a shaped protective door; (14), mounting a shaped main beam mounting and detaching limiting frame; (15), removing the shaped partition frame main beam; (16), detaching the protective door. According to the construction method, the danger of elevator well construction can be effectively reduced and huge social benefits are generated.

The invention provides a city surface temperature inversion method based on ASRER data. The method comprises the following steps: step 1, calculating an atmospheric water vapor content w value; step 2, calculating atmospheric transmissivity t13 and t14 corresponding to two thermal infrared bands of the ASRER data; step 3, calculating earth surface emissivity y13 and y14 corresponding to two thermal infrared bands of the ASRER data; 4, performing inversion calculation on the surface temperature Ts; and step 5, on the basis of completing the steps 1 to 4, substituting results obtained by calculation of the parameters into an inversion formula to calculate a surface temperature value. According to the method, through different algorithm ideas, the algorithm technology for inverting the surface temperature by using the ASRER data is improved and promoted, and the precision of inverting the surface temperature by using the thermal infrared band of the ASRER data is improved; the algorithm technology can be well understood and mastered through the simple and direct logic relation and the algorithm thought of the invention, so that the algorithm technology can be widely applied.

The invention discloses a method for manufacturing a printed circuit board and the printed circuit board. The method comprises the following steps of: filling a resin material into a metallization hole of a first sub board and a metallization hole of a second sub board respectively to form depth controlled plug holes; filling conductive slurry at an opening of a bonding device sandwiched between the first sub board and the second sub board, wherein a hole disc of the metallization hole of the first sub board is electrically connected with a hole disc of the metallization hole of the second sub board through the conductive slurry; and pressing the first sub board, the bonding device and the second sub board to form the printed circuit board. According to the method, the depth controlled plug holes in the metallization holes of the first sub board and the second sub board block the conductive slurry from flowing into the metallization holes so that the depths and diameters of the metallization holes are protected and the metallization holes can realize plug of devices.

The invention provides a method and device for testing hydrolyzable fluorides in sulfur hexafluoride gases. The method comprises the following steps: 1) sufficiently mixing an SF6 gas with a NaOH solution in a jet device; 2) feeding a gas-liquid mixed liquid into an absorption tank, performing gas-liquid circulation, feeding into the absorption tank through the jet device, and repeating the operation till a fluorinion electrode measurement value is stable, wherein the potential of a fluorinion electrode is V1 at the moment; 3) repeating steps 1) and 2) to another SF6 gas, wherein the potentialof the fluorinion electrode is V2 at the moment; 4) drawing a fluorinion working curve; 5) according to a standard working curve equation, testing the concentration of hydrolysable fluorides. According to the device, the input end of the jet device is communicated with a gas inlet pipeline and a liquid circulation pump respectively, the output end of the jet device is communicated with an absorption tank, the inlet of a six-way valve is connected with an injection pump, and the input end of the liquid circulation pump is communicated with the bottom of the absorption tank through an electromagnetic valve; after a buffer tank is serially connected with the gas circulation pump, a gas inlet and a gas outlet are correspondingly communicated with an exhaust pipeline and the gas inlet pipeline, and accurate testing and sufficient absorption upon the hydrolyzable fluorides are achieved.

The invention provides a workside temporary pipeline comprehensive distribution system of a deep foundation pit and a construction method of the system. The construction method comprises the followingsteps: pouring slope protection pile crown beam and an annular hardening pavement, mounting placement overhanging angle steel, mounting inner side and outer side tool guardrails, constructing a workside water retention and drainage system of the foundation pit, observing foundation pit data, mounting an assembled retention wall, mounting channel steel brackets, mounting a downcast pipeline bridgeframe, mounting a feed-water pipeline bridge frame, mounting a cable bridge frame, mounting downcast pipelines, a production water pipeline and a fire-fighting main pipeline, mounting a spray branchpipe, mounting a wiring slot case, distributing cables, mounting a bracket encapsulated slot rain-proof top cover, mounting a downpipe of the rain-proof top cover, mounting a fire-fighting case, and dismounting a temporary pipeline. The workside temporary pipeline comprehensive distribution system of the deep foundation pit can effectively ensure safety protection of workside construction of the deep foundation pit; the difficulty that the traditional buried lay cannot be adopted for the temporary construction pipeline due to a narrow field is solved; and the reliability of the safety protection is improved due to the deeper foundation pit.