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196results about How to "Simple layout" patented technology

Method for controlling leakage of grouting treatment vertical type asphalt concrete core wall earth-rock dam

The invention discloses a method for controlling leakage of a grouting treatment vertical type asphalt concrete core wall earth-rock dam. The method comprises the steps of first collecting, arranging and analyzing dam technical data, and drawing up a grouting range, grouting hole arrangement and grouting curtain body design indexes; carrying out slurry tests and on-site grouting tests; selecting a device according to slurry test results, manufacturing grouting slurry, performing segmentation and row drilling on an upstream transition layer at a dam crest, and sequentially drilling upstream row grouting holes, middle row grouting holes and downstream row grouting holes in the upstream transition layer from one side of an upstream rockfill material dam shell to an asphalt concrete core wall; and finally performing hole sealing treatment after quality inspection. The method has simplicity in arrangement; under the conditions that a reservoir cannot be emptied, the problem of the leakage of the vertical type asphalt concrete core wall earth-rock dam can be effectively solved, the reservoir can run normally, and dam body safety is guaranteed. Engineering project implementation treatment proves that the method is feasible, safe, reliable and good in leakage treatment effect.
Owner:CHANGJIANG SURVEY PLANNING DESIGN & RES

Environment-adaptive device-free target positioning method

The invention discloses an environment-adaptive device-free target positioning method. The environment-adaptive device-free target positioning method includes the steps that a positioning system is established, and the value of strength of a received signal of a receiving end in a link formed between every two wireless communication nodes is obtained; a positioning area is divided into N lattice points, and a sparse positioning model is constructed according to the influence of occurrence of a target at a certain lattice point on the value of strength of the received signal of the receiving end in each link; the weight of influence of changes of the strength of the signal at each lattice point on the value of strength of the received signal of the receiving end in the corresponding link is determined according to an elliptical shadow model to obtain an ideal dictionary; the ideal dictionary is updated and sparsely restored alternately according to changes of the value of strength of the received signal of the receiving end in each link; the position of the lattice point corresponding to a non-zero value in updated sparse vectors is the position of a positioned device-free target. Through the environment-adaptive device-free target positioning method, online dynamic dictionary adjustment and sparse restoration can be performed according to changes for adapting to the environment, changes of the environment can be adapted to dynamically, misjudgment of a target is effectively avoided, and positioning precision is effectively improved.
Owner:智邮开源通信研究院(北京)有限公司

Micro-miniature compressed air energy-storage system combining compressed air and hydraulic pressure

ActiveCN103573315AAchieve pressurization and constant pressure effectSignificant effect of pressurization and constant pressureSteam engine plantsHigh energyLiquid storage tank
The invention relates to the field of electric power energy-storage utilization, in particular to a micro-miniature compressed air energy-storage system combining compressed air and hydraulic pressure. The micro-miniature compressed air energy-storage system comprises a gas storage tank, a compressor unit and an expander unit, wherein energy conversion of both the compressor unit and the expander unit is achieved through a corresponding power generator or electric motor; a gas outlet of the compressor unit is communicated with a gas inlet of the gas storage tank, and a first switch part is arranged on a connecting pipeline between the gas inlet and the gas outlet; a gas inlet of the expander unit is communicated with a gas outlet of the gas storage tank, and a second switch part is arranged on a pipeline; the micro-miniature compressed air energy-storage system further comprises a liquid storage tank; a liquid inlet pipeline and a liquid outlet pipeline are arranged on the liquid storage tank and are communicated with the gas storage tank to form a circulatory liquid flow loop; and a pressurization and/or constant pressure component is arranged on the liquid inlet pipeline, and a hydraulic pump used for adding a liquid into the gas storage tank is arranged on the liquid outlet pipeline. The micro-miniature compressed air energy-storage system is high in energy conversion efficiency as well as reliable and stable in operation, has the advantages of low construction cost, high energy storage efficiency, good environmental adaptation and the like, and is broad in application prospect.
Owner:HEFEI GENERAL MACHINERY RES INST

Construction method for carrying out pile sinking based on floating walking platform

The invention relates to the technical field of water pile sinking construction, in particular to a construction method for carrying out pile sinking based on a floating walking platform. The construction method comprises the following steps: pulling a floating platform to a pile sinking construction position, precisely positioning the floating platform, inserting a supporting post into a seabed for fixing the floating platform to the sea by virtue of matching of a lifting jack, a fixed lock and a movable block; taking the floating platform as a pile sinking construction platform to carry out pile sinking construction; and after the construction of the section is completed, pulling the floating platform out of the supporting post by virtue of reverse jacking of the lifting jack, and pulling the floating platform to the next construction section to sink and fix for carrying out pile sinking construction until construction of all pile locations is completed. According to the construction method, the floating platform can be used for quickly inserting the platform into the seabed or pulling the platform out of the seabed by virtue of matching of the supporting post, the lifting jack, the fixed lock and the movable block, so that the operation process is simple and convenient, the operation can be completed without a great deal of manpower and material resources, and therefore, the construction method has a great popularization value.
Owner:CCCC SECOND HARBOR ENG

Self-pressurization protecting device and method thereof for keeping expansive soil cut slope stable

The invention discloses a self-pressurization protecting device and method thereof for keeping an expansive soil cut slope stable. The device comprises an anchor rod, a first circular plate, a second circular plate and a high-strength spring, the anchor rod is sleeved with the first circular plate and the second circular rod, the high-strength spring is arranged between the first circular plate and the second circular plate, a nut is arranged on the first circular plate, and the anchor rod is fixedly sleeved with the nut. By means of the self-pressurization device, the problem that the expansive soil cut slope tends to be unstable under the action of atmosphere is solved, the device is applicable to various types of expansive soil, meanwhile, the arrangement form is simple, the construction operation is simple and convenient, the device can be used for provisional protection as well, and the construction application prospect of the device is broad. The action mechanism of the protecting device conforms to the working rules of the expansive soil cut slope, and engineering characteristics of the expansive soil are taken into full consideration in the protection design; the construction efficiency is high, the arrangement is flexible, and the device is applicable to various soil layers; the device can be made of metal materials or bamboo or wood according to the protection time length, and the effect to the environment is little.
Owner:常州东吉路国际贸易有限公司

Side elevation system of aluminum alloy house

The invention relates to a side elevation system of an aluminum alloy house. Four aluminum alloy vertical columns are arranged on a side elevation at intervals, The portions, in the middle of the height position of the side elevation, of the four aluminum alloy vertical columns are provided with aluminum alloy beams in a connected mode, and then a bottom layer structure and a secondary layer structure of the aluminum alloy house are formed. An aluminum alloy balcony column is arranged on the outermost layer of the bottom layer, and a bottom layer auxiliary room space and a secondary layer balcony are formed through the installed aluminum alloy beams. An aluminum alloy balcony railing is arranged on the front outer side of the secondary balcony. Aluminum alloy windows are arranged on the side elevation. A roof is composed of an aluminum alloy ring beam, roof aluminum alloy secondary beams and roof aluminum alloy purlines. The roof of the side elevation is arranged to be a slope-shaped roof. An aluminum alloy wallboard combined frame is fastened to the aluminum alloy vertical columns or the aluminum alloy beams via fasteners through an aluminum alloy combined wallboard. The side elevation is simple in arrangement structure and structural connection, short in construction period and convenient to install.
Owner:ALUHOUSE TECHGD CO LTD

System and method of load identification based on restrained edge strain extreme value coordinates

The invention discloses a system and a method of load identification based on restrained edge strain extreme value coordinates, belonging to the technical field of monitoring of a board shell structure. The system comprises sensors used for measuring the strain value of the board shell structure, a data processor and a computer. The method comprises the following steps: firstly establishing a mapping relation between load point coordinates and corresponding strain extreme value coordinates; then uniformly arranging the sensors along the edge of the board shell structure, and measuring the corresponding strain extreme value coordinates of the load point to be determined; then requiring to find a sample load node at a minimum distance from the corresponding strain extreme value coordinates of the load point to be determined; and finally calculating to obtain the coordinates of the load point to be determined according to reverse distance-weighted differential method. The system has the advantages of being simple in structure and simple in arrangement of the sensors. According to the method, through the collection of strain extreme value coordinates, the determination method of the load point is simplified, and the method has universality for the structures of different material parameters.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

Pressure-relieving and permeability-increasing method for drilling exploitation of ultra-thin coal seam

The invention discloses a pressure-relieving and permeability-increasing method for drilling exploitation of an ultra-thin coal seam. The pressure-relieving and permeability-increasing method for drilling exploitation of the ultra-thin coal seam comprises the following steps that the drilling exploitation position and the thickness of an ultra-thin protective seam are determined, and drilling exploitation parameters such as the drilling exploitation width, the widths of spaced coal pillars and the distances between temporary wide coal pillars are determined; the spaced coal pillars are installed in a spaced mode according to the drilling exploitation width, and when the distance L between the adjacent temporary wide coal pillars is reached, the temporary wide coal pillars are installed; drilling exploitation continues to be conducted till the distance L between the adjacent temporary wide coal pillars is reached again; returning to the temporary wide coal pillar installed before drilling exploitation and backstopping of a goaf is conducted, the temporary wide coal pillar is damaged after backstopping, an upper rock stratum settles, and pressure is relived; and the above steps are executed circularly, a drilling exploitation working surface is continuously advanced till exploitation of the whole working surface is completed. According to the pressure-relieving and permeability-increasing method for drilling exploitation of the ultra-thin coal seam, arrangement of the working surface is simple, equipment is little, and automation is achieved conveniently; accidents such as outburst of gas or water burst under special conditions of a close distance protective seam or a near confined water protective seam are avoided; and working safety is ensured.
Owner:CHINA UNIV OF MINING & TECH

Motorcycle engine piston cooling system and motorcycle engine

The embodiment of the invention provides a motorcycle engine piston cooling system and a motorcycle engine, wherein the system comprises a main journal upper bearing seat, an oil spray valve assembly, a first spray nozzle and a second spray nozzle, wherein the main journal upper bearing seat is arranged on an upper crank case, the oil spray valve assembly is arranged on the main journal upper bearing seat, the main journal upper bearing seat is provided an oil passage for circulating engine oil, the oil spray valve assembly is provided with an oil inlet, the oil passage is connected with the oil inlet, the first spray nozzle and the second spray nozzle are respectively connected with the oil spray valve assembly, the engine oil in the oil spray valve assembly can respectively flows to the first spray nozzle and the second spray nozzle, the first spray nozzle corresponds to a first piston of the engine, and the second spray nozzle corresponds to a second piston of the engine. The motorcycle engine piston cooling system provided by the embodiment of the invention has the advantages that the arrangement structure is simplified, the engine oil pressure when the engine is at low speed is increased, and meanwhile, the self intensity of a connecting rod is enabled not to be influenced.
Owner:ZHEJIANG CFMOTO POWER CO LTD

Orthogonal configuration six-degree-of-freedom vibration simulation system and method of full-vertical actuator

ActiveCN112525449ASix degrees of freedom of movementImprove output linearityVibration testingControl signalElectric machinery
The invention relates to an orthogonal configuration six-degree-of-freedom vibration simulation system and method of a full-vertical actuator. The system comprises an upper platform assembly, eight actuator branches, a lower platform and a real-time control hardware system, wherein the upper platform assembly and the lower platform are connected through eight actuator branches in an orthogonal configuration of a full-vertical actuator; each actuator branch is composed of a moving magnet type motor actuator, a hinge assembly and other adapters; the real-time control hardware system obtains a six-degree-of-freedom acceleration signal of the upper platform assembly collected by the sensor through A/D sampling, and calculates a control signal; a control signal is outputted to the power amplifier through the D/A to drive the actuator to move, and the actuating force of the actuator is transmitted to the upper platform assembly to enable the upper platform assembly to generate an expected vibration effect. The system is advantaged in that multi-degree-of-freedom vibration excitation in complex environments such as satellite-borne, missile-borne, airborne, ship-borne or vehicle-mounted environments is provided, and the multi-degree-of-freedom vibration excitation is used for checking the stability level and control precision of the multi-degree-of-freedom vibration excitation in the complex vibration environments or testing and calibrating the functional performance of the multi-degree-of-freedom vibration excitation.
Owner:BEIHANG UNIV

Logarithmic spiral arrangement method of positive cutters on cutterhead of tunnel boring machine

The invention relates to a logarithmic spiral arrangement method of positive cutters on a cutterhead of a tunnel boring machine. The arrangement position of the cutters on the cutterhead of the tunnelboring machine is determined by combining m logarithmic spiral lines with n concentric circles; and the concentric circles are rotary paths of different positive cutters on the cutterhead. The logarithmic spiral line equation is rho=rho 0*e<theta cot alpha>, wherein rho is the polar diameter, indicating the distance from any point on the logarithmic spiral line to the origin of the coordinates; rho 0 is the initial polar diameter; theta is the polar angle; alpha is the spiral angle, which indicates the included angle between the polar diameter of any point on the logarithmic spiral line and the tangent direction of that point; (rho, theta) is the polar coordinate position of any point on the spiral line; and the included angle between the polar diameter of any point on the logarithmic spiral line and the tangent direction of the point is a certain value alpha, which can make the included angles beta of the moving directions of all cutters on the cutterhead and the tangent lines of thelogarithmic spiral lines at the positions where the cutters are located be equal. The arrangement method is simple, the included angles beta of all the cutters on the cutterhead can be kept consistent, and the overall stress of the cutters on the cutterhead is more uniform.
Owner:南通土力机械制造有限公司

Tyre six-component force testing device for eliminating unbalance loading

The invention relates to a tyre six-component force testing device for eliminating unbalance loading, the device comprises a tyre, a simulated road, a tyre positioning loading mechanism, and also comprises a base, two pillars, two six-component force sensors, an one-component force sensor, four spherical hinges and a loading plate, wherein a first pillar (2) and a second pillar (5) are fixed to the base (1), a first six-component force sensor (3) and a second six-component force sensor (6) are respectively fixed to the first pillar (2) and the second pillar (5), the upper ends of a first spherical hinge (4) and a second spherical hinge (7) are fixedly connected with the lower surface of the loading plate (8), and the lower ends of the same are respectively fixedly connected with the first six-component force sensor (3) and the second six-component force sensor (6); the tyre positioning loading mechanism (13) is arranged on the loading plate (8); the upper end of a third spherical hinge (9) is fixed to the lower surface of the loading plate (8), the upper end of the one-component force sensor (10) is fixedly connected with the third spherical hinge (9), the lower end of the same is fixedly connected with a fourth spherical hinge (11), and the fourth spherical hinge (11) is fixed to the base (1). The tyre six-component force testing device of the present invention achieves the purpose of measuring the six-component force of a huge tyre by use of small-range sensors.
Owner:柳州中动智轮科技有限公司

Optical fiber grating detection device and method for measuring pressure and temperature parameters

The invention discloses an optical fiber grating detection device and method for measuring pressure and temperature parameters. The device comprises an optical fiber, a primary sensitive element and asecondary sensitive element; the primary sensitive element is a double-equal-thickness equal-strength cantilever beam, wherein the double-equal-thickness equal-strength cantilever beam comprises a bimetallic temperature sensitization enhancement area and a pressure measurement optical fiber bearing area; the optical fiber is arranged on the double-equal-thickness equal-strength cantilever beam; the secondary sensitive element is two sections of optical fiber bragg gratings with different grating distances which are axially separated by a predetermined distance on the optical fiber, wherein the first bragg grating is fixed on the bimetallic temperature sensitization enhancement area, and the second bragg grating is fixed on the pressure measurement optical fiber bearing area; and the wavelengths of the first bragg grating and the second bragg grating are different, and certain wavelength difference is formed. The optical fiber sensor is low in cost, stable and reliable in work, and capable of accurately detecting the contact temperature, the pressure and the environment temperature.
Owner:XI AN JIAOTONG UNIV
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