Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

141results about How to "Prevent washout" patented technology

Pitting field and hedgerow combined farming mode and structure thereof

InactiveCN104429207AReduce tillage lengthCombining farming habitsAgriculture gas emission reductionExcavationsRill erosionEngineering
The invention provides a pitting field and hedgerow combined farming mode and a structure thereof. According to the invention, the upper and lower edges of a slope-surface land parcel are provided with permanent slope-protecting ridges; gutters are dug at the outer sides of the ridges and at the left and right sides of the slope-surface land parcel; the gutters are interconnected to form a slope-surface gutterway; horizontal interception ditches with equal altitude are dug in the interior of the slope-surface land parcel from top to bottom according to critical slope length which leads to rill erosion, so the slope-surface land parcel is divided into a plurality of farming districts with equal length; ridges and furrows are constructed along slope direction in the farming districts; the downslope furrows, the interception ditches with equal altitude and the slope-surface gutters are communicated to form a slope-surface water drainage network; downslope furrow pitting field earth ridges and equal-attitude interception ditch pitting field earth ridges are constructed in the downslope furrows and the interception ditches at same intervals, thereby forming downslope furrow pitting fields; and cross slope ridges with equal altitude are constructed at the middle parts of the farming districts, and water-retaining plants are planted on the ridges to form ridge hedgerow. The combined farming mode provided by the invention has the advantages of simple operation, low cost and substantial control effect on water and soil loss.
Owner:INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI +2

Offshore wind power single-pile foundation scouring protection device

The invention discloses an offshore wind power single-pile foundation scouring protection device. The offshore wind power single-pile foundation scouring protection device is characterized in that a turbulent flow bottom plate and lateral turbulent flow plates are fixed on a single-pile foundation; one end of the single-pile foundation is fixed in a seabed, the single-pile foundation is firmly connected with the seabed and is not easily scoured away by ocean current, and the turbulent flow bottom plate is fixed on the outer side of the single-pile foundation to form a seabed protection layer structure; multiple annular turbulent flow plates are fixed to the upper end of the turbulent flow bottom plate, and the annular turbulent flow plates can effectively reduce the water flow velocity at the seabed surface and reduce the seabed scouring effect; meanwhile, the pressure of seawater on the turbulent flow bottom plate can be utilized, and the scouring phenomenon between the single-pile foundation and the seabed is effectively prevented; the lower end of the turbulent flow bottom plate makes contact with the surface of the seabed; meanwhile, the bottom of the turbulent flow bottom plate can fix the bottom of the seabed; the plurality of lateral turbulent flow plates are evenly arrayed in the circumferential direction of the single-pile foundation, the purpose of weakening vortex formation around a pile body through the lateral turbulent flow plates is achieved, and then the seabed scouring effect is weakened; and the structure is simple, the flow speed of seawater around the pile is effectively reduced, and generation of large vortexes around the pile is reduced.
Owner:HUANENG CLEAN ENERGY RES INST +2

Extensible traffic control data interaction method and system

The invention relates to the field of real time data interaction and control during data transmission of a computer system and specifically relates to an extensible traffic control data interaction method and a system. The method includes that a data base/ a data base file (dbf) is used as a real time information interaction interface between a stock exchange and a market participant, the market participant submits order data to a data base interface, and the stock exchange submits response data and executive report data to the data base interface. The method is characterized in that an offer machine adaptively controls the number of requests sent to a main exchange machine in a unit time, and by means of data control, data peak impact preventing and a data base interaction method of the interface data base, huge data pressure is prevented from being brought to a server in a short time. Compared with data interaction methods in prior art, the data interaction method has the advantages of being capable of achieving unification of traffic control, data peak preventing and the extensible data base interaction method so that traffic speeds are increased, data peaks are prevented from overwhelming procedures, real-time data monitoring and checking are achieved, and the method has good characteristics of being high in performances, extensible and low in coupling.
Owner:上交所技术有限责任公司

Bridge pier protective device

The invention relates to a bridge pier protective device comprising at least one anti-collision structure and connection structures used for connecting the adjacent anti-collision structures or the anti-collision structure and a bridge pier. Each anti-collision structure comprises an outer layer collision bearing structure, a middle energy-absorbing supporting structure and an inner layer protective structure, wherein the middle energy-absorbing supporting structure is a negative poisson ratio structure formed in the manner that multiple layers of energy absorbing units are arranged in an intersecting manner according to a certain law, each energy-absorbing unit is in an inwards concave hexagon and comprises a group of opposite side plates and a group of inwards concave folded plates opposite to each other, and the included angle between each side plate and the corresponding inwards concave folded plate is smaller than 90 degrees. The anti-collision structure has the negative poisson ratio feature, the energy dissipation time is effectively prolonged, the deformation degree of the energy absorption material is effectively improved, the protective function of the anti-collision device on the bridge pier and other aquatic buildings is greatly improved, and the structure stability is also improved. The structure of the energy-absorbing units is periodically arranged, so that the structure is simple, the production technology is simple, and the product quality is easy to control; and in this way, the anti-collision effect can be improved, and the manufacturing cost is reduced.
Owner:武汉海威船舶与海洋工程科技有限公司

Hinge dam

The invention discloses a hinge dam, and belongs to the field of water blocking equipment. The hinge dam comprises a foundation, a dam face, a hydraulic driving mechanism and a base, wherein the base is fixed on the foundation, and a hollow bottom shaft hinged to the base is arranged on the bottom end of the dam face; and a containing cavity is formed in the land side of the dam face. The hydraulic driving mechanism comprises a hydraulic cylinder, a hydraulic unit, a sealing oil tank and a sealing control box, wherein the bottom end of the hydraulic cylinder is hinged to the base, and the top end of the hydraulic cylinder is hinged to the land side of the dam face; the hydraulic unit is connected with the hydraulic cylinder through a hydraulic line; the sealing oil tank is connected with the hydraulic unit though an oil line; the sealing control box is connected with the hydraulic unit through control cables; the hydraulic line, the hydraulic unit, the oil line, the sealing oil tank and the sealing control box are all fixed in the containing cavity; and the control cables penetrate out of the wall of the hollow bottom shaft to be connected with the sealing control box. According to the hinge dam, vibration of the dam face under the condition of dynamic load is effectively avoided, installation construction and later maintenance are convenient, the function that the hinge dam falls for a certain height automatically when any position stores water and is overloaded is achieved, and accordingly the situation that the dam or the dam face is destroyed by rush of water due to an over-large water overflowing height is avoided.
Owner:北京赛旺特科技发展有限公司

Bridge pier anti-collision and anti-scouring device

The invention discloses a bridge pier anti-collision and anti-scouring device. The bridge pier anti-collision and anti-scouring device comprises a bridge pier body (1), multiple fixing piles (2), a cage frame (3) and an elastic plate (4), wherein the multiple fixing piles (2) surround the outer side of the bridge pier body (1); the fixing piles (2) are provided with flow blocking pieces (21); the steel cage frame (3) is fixed to the fixing piles (2) which are arranged at a water facing side of the bridge pier body (1); the cage frame (3) is filled with a first anti-collision body formed by irregular riprap; the elastic plate (4) is fixed to the fixing piles (2) arranged at a water backing side of the bridge pier body (1), so that a second anti-collision body is formed; water inlet holes are formed in the elastic plate(4). According to the bridge pier anti-collision and anti-scouring device disclosed by the invention, a scouring action on a bridge pier by water flow can be avoided, a collision action on the bridge pier by a collision body in water can also be avoided, the structure is simple, the cost is low, and the bridge pier anti-collision and anti-scouring device not only is suitable for the protection of newly-constructed bridge pier, but also is suitable for complementary protection of a constructed bridge pier.
Owner:CHONGQING JIAOTONG UNIVERSITY

Floating type temporary in-situ purification device for sewage draining exits of riverway

The invention relates to a floating type temporary in-situ purification device for sewage draining exits of a riverway. The floating type temporary in-situ purification device comprises a solar aeration system, a buoyancy system, an aquatic plant system, a floating bed framework supporting system, a combined filler system and a floating type water purification barrier system, wherein the solar aeration system is arranged on the buoyancy system; the buoyancy system, the combined filler system and the aquatic plant system are arranged in the floating bed framework supporting system; the floating type water purification barrier system is arranged below the floating bed framework supporting system. By the adoption of an in-situ ecological purification technology, the device can effectively remove organic pollutants and nutritional salt such as ammonia nitrogen which are discharged from the sewage draining exits and also can efficiently remove SS. The device does not need a piling fixing device; a floating type water purification barrier floats up and down according to a water level change and can effectively prevent rain wash; by the adoption of a solar system for aeration, no electricity is needed, so that the operation cost is low, the occupied area is small, the investment cost is low, and the dismounting and movement are facilitated; the floating type temporary in-situ purification device is applicable to in-situ temporary purification treatment for the scatteredly dispersed sewage draining exits of the riverway.
Owner:上海汀滢环保科技有限公司 +1

Slope protection device for preventing and treating water and soil loss

The invention relates to the technical field of water and soil loss prevention, in particular to a slope protection device for preventing and treating water and soil loss, and the device comprises ananchoring mechanism, a slope protection base, a positioning inserted rod, a slope protection body, a vegetation slope protection structure, an inclined plane regulator and reinforcing ribs, wherein the anchoring mechanism is rotatably connected to the front end of the slope protection base; the slope protection body is fixed in the middle of the top end of the slope protection base; four corners of the slope protection base are respectively connected with the positioning inserted rod; the two sides of the front end of the slope protection body are fixedly connected with the two sides of the front end of the slope protection base through the reinforcing ribs respectively; the two sides of the rear end of the slope protection body are fixedly connected with the two sides of the rear end of the slope protection base through the reinforcing ribs respectively; and the slope protection device combines the building slope protection with the ecological vegetation slope protection, by plantingvegetation on the inner side of the vegetation slope protection structure, the preparation of planting is protected by the vegetation slope protection structure, and the stability between the plantinginitial stage of the vegetation and the ground is improved, and the slope protection device for preventing and treating water and soil loss is convenient for improving the growth of the ecological vegetation slope protection.
Owner:INST OF WATER RESOURCES FOR PASTERAL AREA MINIST OF WATER RESOURCES P R C

Experimental tank system of riparian zone

InactiveCN102507135AMeet the riverConform to the environmentHydrodynamic testingPhysical modelEngineering
The invention relates to an experimental tank system of a riparian zone, belonging to the field of physical model experiments in hydraulic engineering. The experimental tank system comprises a tank control platform, an experimental composite-type tank, dual-cycle water supply systems, a dual-level flow control system and a switching system. According to the invention, a cyclic surface water supply system and a cyclic underground water supply system which are independent can be used for effectively controlling surface water of rivers to circulate at a higher speed and underground water to circulate at a low speed, and thus river and river bank water flow environments which further accord with natural conditions are provided for a riparian zone experiment; the dual-level flow control system can be used for adjusting and controlling level and flow boundary conditions of the surface water of the rivers and the underground water of the river bank simultaneously, so that the problems that level and flow conditions of the rivers can be independently adjusted only in the traditional river dynamics experiment and level and flow conditions of the underground water can be independently adjusted only in the traditional underground water experiment; and the electronic intelligent switching system can be used for intelligently adjusting and controlling switch-on and switch-off as well as openness of relative power supply switches, valves, tail gates and the like of the experimental tank system. The experimental tank system disclosed by the invention has high automation degree and is provided with an experiment control platform which is simple and easy to operate, so that a user can finish related operations of the experimental tank system of the riparian zone in the same control interface; and the experimental tank system has a fault prompt function and is convenient for emergent measure taking and equipment overhauling.
Owner:HOHAI UNIV

Offshore wind power single pile-friction cone composite foundation and construction method thereof

The invention discloses an offshore wind power single pile-friction cone composite foundation and a construction method thereof. The offshore wind power single pile-friction cone composite foundationcomprises a single pile and a friction cone, wherein a rock-fill body is arranged inside the friction cone, a cemented rock-fill body shell is arranged outside the friction cone, and the cemented rock-fill body shell is obtained by grouting and cementing the rock-fill body outside the friction cone. The construction method of the offshore wind power single pile-friction cone composite foundation comprises the following steps of 1, carrying out single pile construction by using pile sinking equipment; 2, stacking graded crushed stone materials on seabed around the single pile to form the friction cone; 3, placing a grouting device on the surface of the rock-fill body outside the friction cone; and 4, conveying underwater self-protection cementing materials through the grouting device, wherein the cementing materials fill gaps of the rock-fill body outside the friction cone to form a cemented rock-fill body. The offshore wind power single pile-friction cone composite foundation has the advantages of high horizontal bearing capacity, small pile body horizontal displacement, deformation and bending moment and the like, and has the characteristics of simple construction, high adaptability to geological conditions and the like.
Owner:CHINA THREE GORGES CORPORATION

Gearbox rear shell casting method

The invention discloses a gearbox rear shell casting method. The method includes the steps that modeling material selection is conducted; parting face selection is conducted; casting position determining is conducted; one box is adopted for containing one part; the casting shrinkage rate is set; the pattern draft is set; a sand core is designed, wherein a positioning core head is arranged on the sand core, resin self-hardening sand is adopted for manufacturing the sand, and an exhaust channel is formed in the sand core; a casting manner is selected, wherein a sealed intermediate injection typecasting system is adopted, a semispherical sprue base is arranged, and a funnel-shaped sprue cup provided with a foam type ceramic filter net is arranged; a chilling block is arranged; the sizes of inner frames of an upper box and a lower box are the same; smelting is conducted; casting forming is conducted; and heat treatment is conducted. By means of the gearbox rear shell casting method, sequential solidification is achieved at the defect position of a casting, a compact structure is formed, in addition, grains at the position are refined, and the mechanical performance of the casting canbe improved; and during casting, large impurities can be intercepted on the outer surface of a filter, micro impurities are adsorbed on the wall face of a channel, a metal liquid flowing manner is changed into a laminar flow manner from a turbulent flow manner, and the probability that filtered metal is further oxidized is lowered.
Owner:GUIZHOU UNIV

Water-resistant ventilation type protective structure for roadbed slope

The invention discloses a water-resistant ventilation type protective structure for a roadbed slope. The water-resistant ventilation type protective structure for the roadbed slope comprises a plurality of slope protecting plates arranged on the roadbed slope, wherein the multiple slope protecting plates are distributed on the roadbed slope in a multilayer mode and all extend in the longitudinal direction of a roadbed, one lateral edge, far away from the roadbed slope, of the slope protecting plate at the upper layer extends to the upper portion of the slope protecting plate at the lower layer, one lateral edge, near the roadbed slope, of the protective plate at the top layer is connected with a road shoulder in an abutting mode, one lateral edges, far away from the roadbed slope, of the multiple slope protecting plates are inclined downwards, a plurality of first supporting frames distributed at intervals are arranged under the multiple slope protecting plates, the upper ends of the first supporting frames are connected with the bottom of one side, far away from the roadbed slope, of the slope protecting plate at the upper layer, and the middles of the first supporting frames are connected with the slope protecting plate at the lower layer. Under the condition of not affecting ventilation of the roadbed, the water-resistant ventilation type protective structure for the roadbed slope can effectively prevent rainwater from seeping into the roadbed from the roadbed slope and prevent a frozen soil foundation and a loess foundation from being corroded by water, thereby protecting the stability of the frozen soil foundation and the loess foundation.
Owner:CHANGAN UNIV

Geotechnical centrifugal field rainfall and water level change working condition simulation device and method

The invention relates to a geotechnical centrifugal field rainfall and water level change working condition simulation device and method. The device comprises a model box driven by a centrifugal machine to rotate, wherein a model is arranged in the model box; a water storage box is arranged at the upper part of the model box; a water conveying pipe is arranged between the water storage box and themodel box; water in the water storage box is conveyed into the model box by the water conveying pipe so as to control the water level in the model box to ascend; an atomization spray head is arrangedabove the model; the atomization spray head simulates the rainfall process, and the water in the water storage box is sprayed onto the model; a water collecting box is arranged under the model box; the model box discharges water in the box into the water collecting box through a water discharging opening. The complicated work conditions such as water level rise, water level rise caused by rainfall can be simulated; the experiment data accuracy is improved; through the arrangement of the atomization spray head, the uniform covering of the model rainfall region is realized; the slope surface destroy caused by flushing due to too great raindrop is prevented.
Owner:HUZHOU VOCATIONAL TECH COLLEGE

Method and device for detecting and identifying air leakage of explosion-proof valve of battery cover plate

The invention discloses a method and a device for detecting and identifying air leakage of an explosion-proof valve of abattery cover plate. The device comprises a battery body and a battery cover plate installed on the upper part of the battery body, the middle part of the battery cover plate is provided with the explosion-proof valve, the top of the explosion-proof valve is provided with an air leakage identification unit, and the air leakage identification unit is provided with air leakage detection test paper. After the battery is filled with electrolyte, if the electrolyte leaks due to welding quality defects of the explosion-proof valve and gas generated after the leaked electrolyte is in contact with air is in contact with the air leakage detection test paper, the color of the air leakage detection test paper changes, and whether the color of the air leakage detection test paper changes or not is observed by naked eyes to judge whether the explosion-proof valve leaks or not. According to the invention, whether the explosion-proof valve has the welding defect can be simply and rapidly judged, the abnormal battery is identified, the abnormal battery is prevented from entering the subsequent process and flowing to the market to cause greater potential safety hazards, and the use safety of the battery is ensured while the detection cost is reduced.
Owner:宜春市骏智机电科技有限公司

Excavation method of barrier lake aerial drainage tunnel

The invention provides an excavation method of a barrier lake aerial drainage tunnel. The excavation method of the barrier lake aerial drainage tunnel is characterized in that small space excavation is sectionally adopted, a large tunnel is formed by a manner of successive jacking in sections, at the same time, the top end and the two side ends of each section of the tunnel are continuously strengthened and supported according to successive jacking, and a steel body of each section of the tunnel is formed after strengthening and supporting; during aerial drainage, water constantly scours the bottom surface of soil mass, the bottom surface of the tunnel is hollowed out, the steel body of each section of the tunnel decreases continuously with the bottom surface of the soil mass, and the barrier lake aerial drainage height is further decreased; and the starting position of small space excavation is set in the unilateral direction or bilateral direction of a barrier lake or in a middle open caisson, construction of the open caisson is carried out in one-direction or two-direction manner, and a flow control device is arranged in the steel body of the aerial drainage tunnel or the open caisson. According to the excavation method of the barrier lake aerial drainage tunnel, the earth excavated volume is greatly decreased, the working face is increased by setting the open caisson on anexcavation line, the excavation length of each working face is greatly shortened, and it is conducive to start the aerial drainage and remove danger work in a very short time.
Owner:EAST CHINA UNIV OF TECH

Flower-fruit pot soil structure and preparation method thereof

The invention relates to the technical field of plant cultivation, in particular to a flower-fruit pot soil structure and a preparation method thereof. The preparation method includes selecting and preprocessing a cultivation pot for flowers and fruits, laying garden soil mixed with base fertilizer at the bottom of the pot to form a garden soil layer, laying mixed soil made of ceramsites, the garden soil and humus soil on the garden soil layer to form a compound soil layer, laying the humus soil on the compound soil layer to form a humus soil layer, and laying the ceramsites on the humus soil layer to form a ceremsite layer. The compound soil layer is made by mixing of the ceramsites, the garden soil and the humus soil according to an optional proportion. Comprehensive improvements are performed on soil content and soil delamination of pot soil, so that soil layer structures in cultivation pots for the flowers and the fruits and the like can be reasonable, breathability, water retention and manure-keeping performance of soil can be improved, a good water, manure and gas exchanging space is provided to a plant root system, and the flower-fruit pot soil structure is specially applicable to large or slightly large potted flowers and trees or fruit trees.
Owner:DONGGUAN AGRI SCI RES CENT +1

Offshore oil-gas subsea pipeline protection device

The invention provides an offshore oil-gas subsea pipeline protection device. The device comprises a trapezoidal long frame, bionic waterweeds, a U-shaped pile, rolling assemblies and a cathode protection assembly, the top of the trapezoidal long frame is fixedly connected with the U-shaped pile through a second transverse frame, a pillow plate is arranged in the trapezoidal long frame, a set of guide rails are installed on the pillow plate, and an arch-shaped plate is fixedly connected to the guide rails. The bionic waterweeds are installed on a seabed, first transverse frames are installed at the two sides of the U-shaped pile, and the first transverse frames are fixedly connected with the two side edges of the arch-shaped plate through damping pieces. Pipelines are fixedly connected with each other through a flexible pipe, a pair of rolling assemblies are arranged in the flexible pipe, each rolling assembly comprises a ball and a sleeve, the sleeves are rotatably connected with theflexible pipe through the balls and pipe inner cavities, and the cathode protection assembly is fixed in the pipelines through a mounting plate. The device is suitable for protecting the offshore oil-gas subsea pipelines, scouring of water flow to the pipelines can be effectively reduced, eddy current oscillation is reduced, and chemical corrosion and the heat effect in the pipelines can be resisted.
Owner:ZHEJIANG OCEAN UNIV
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products