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63results about How to "Reduce water damage" patented technology

Road surface interlayer cementing shearing strength test method

An adhesive shearing strength between surface layers test method is a method for effective evaluation of the shearing strength of adhesive materials between surface layers, especially an easier solution whose test mode is also easier of the current problem that the shearing strength of adhesive materials between surface layers is inaccurately tested because of a unreasonable loading method. This method has the following steps: 1. indoor test: step one, preparing a sample and fixing the sample; step two: starting a motor and do a twisting and shearing test; step three, collecting and analyzing data. 2. Field test: step one: drilling a core of the surface layer, but not taking it out, and then drying the upper surface of it with hot wind; step two, bonding a shearing test fixture head and a core sample together; step three, implementing a twisting and shearing test after 30 minutes; step four, collecting and analyzing the data.
Owner:SOUTHEAST UNIV

Beverage water maker

Convenience stores are provided a beverage water processor for coffee and beverages. The “ideal” total dissolved solids (TDS) of perhaps 110 parts per million is achieved without a blendback process. The R / O water is remineralized with a flow through calcite bath. A potassium chloride source is used to inject the exact amount of potassium chloride needed to reach the ideal TDS on the fly before the water reaches the storage reservoir. Alarms trigger a bypass loop to keep the store in business during shutdown. All output water passes through a UV sterilizer.
Owner:BOULTER ROGER

Inflatable barrier

A flexible hurricane shutter or barrier to protect buildings from over pressure has inflatable cushions held in place by a fabric material capable of withstanding winds in excess of 100 mph. The barrier can be stored on site in a rolled fashion. Retainers are mounted on a building to guide and secure the longitudinal edges of the fabric to permit ease of deployment. The retainers may be spaced apart over one side of a building and the barrier may be deployed over an entire surface of a multi-story building by raising and lowering the fabric. Inflatable cushions are held between the fabric and the building. The inflated cushions reinforce the material and distribute the force of impact throughout the surface of the cushions and act as spacers to both hold the fabric off the structure and focus the forces onto stranger portions of the structure.
Owner:TARGUS INT

Asphalt mixture freeze thawing splitting experiment vacuum full water and soaking method

InactiveCN101275940AObjective evaluation of water stabilityImprove permeabilityMaterial testing goodsWater pipeAsphalt
A vacuum saturation an immersion method of an asphalt mixture freeze thawing cleavage test is a method which is used for effectively evaluating the water stability of the asphalt mixture, and especially to a method which is easier to settle the problem of insufficient vacuum saturation and immersion caused by that considerable air bubbles adhere on the surface of the test piece and can not be removed easily in vacuum saturation of the mixture freeze thawing cleavage test. The method comprises the following procedures: a procedure 1, dividing a vacuum drier into two independent parts which are connected through a running water pipe at the center with a spacing plate; a procedure 2, executing vacuum pumping to the test piece in the air environment and sustaining for 15 minutes; a procedure 3, overflowing water above the test piece under vacuum environment, returning to the atmospheric state and stewing for 15 minutes, a procedure 4, discharging the water in the vacuum drier, pumping into vacuum, sustaining for 5 minutes, overflowing the water above the test piece, returning to the atmospheric state and then stewing the test piece in the water for 5 minutes, circulating procedure 4 for 15 times; and a procedure 5, executing a freeze-thaw cycle.
Owner:NANTONG ZHONGRUN CONCRETE +1

Inflatable barrier

A flexible hurricane shutter or barrier to protect buildings from over pressure has inflatable cushions held in place by a fabric material capable of withstanding winds in excess of 100 mph. The barrier can be stored on site in a rolled fashion. Retainers are mounted on a building to guide and secure the longitudinal edges of the fabric to permit ease of deployment. The retainers may be spaced apart over one side of a building and the barrier may be deployed over an entire surface of a multi-story building by raising and lowering the fabric. Inflatable cushions are held between the fabric and the building. The inflated cushions reinforce the material and distribute the force of impact throughout the surface of the cushions and act as spacers to both hold the fabric off the structure and focus the forces onto stranger portions of the structure.
Owner:TARGUS INT

Modular door assembly

InactiveUS20140165489A1Eliminate useEliminating curing timeDoor leavesMortise and tenonEngineering
The invention pertains to a technology of manufacturing and assembling modular doors, which can be assembled on site, and specifically to modular doors, which can be assembled without a use of glue, by mortise and tenons.
Owner:TREEBUS

Super-hydrophobic anti-ice-coagulation compound asphalt face layer structure and preparation method thereof

InactiveCN106087638AImproved anti-icing and de-icing performanceEasy constructionIn situ pavingsRoads maintainenceTetrafluoroethyleneSilanes
The invention relates to a super-hydrophobic anti-ice-coagulation compound asphalt face layer structure and a preparation method thereof. A pavement is composed of an anti-ice-coagulation functional layer, an asphalt face layer structure body and an epoxy bonding layer. The anti-ice-coagulation functional layer is prepared through a hydrophobic material and a modifying agent, and the thickness of the anti-ice-coagulation functional layer ranges from 3 cm to 6 cm. A dispersion medium of the hydrophobic material is a trimethoxypropylsilane deionized water solution, and a dispersion phase is one or two kinds of hydrophobic silicone oil substances of polytetrafluoroethylene and fluoroalkyl silane. The modifying agent is prepared by mixing nano-zinc oxide particles and a penetrating agent. An asphalt face layer is an OGFC pavement, and the thickness of the asphalt face layer is about 30 cm to 40 cm. The anti-ice-coagulation compound asphalt face layer structure is prepared in a layered construction manner, the epoxy bonding layer with the thickness ranging from 4 cm to 7 cm is poured to the body of the asphalt face layer, the anti-ice-coagulation functional layer is then smeared to the surface of the epoxy bonding layer, and therefore the asphalt pavement obtains the relatively good anti-ice-coagulation performance.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Energy-saving type flood early warning method and device for garage

The invention discloses an energy-saving type flood early warning method and device for a garage. The early warning method includes the step of dormancy, wherein before the water level of the garage reaches a start water level, the early warning device is in a dormancy standby mode; the step of working, wherein when the water level of the garage reaches the start water level, a controller is activated, and the device goes into a working mode; the step of sampling, wherein after the device goes into the working mode, sampling is conducted through a water level sensor to obtain the height of the water level; the step of early warning, wherein when the value of the water level reaches a threshold value H0, a communication module is started to inform a car owner or related personnel; the step of stopping, wherein when stop conditions are met, early warning is stopped, and the device returns back to the dormancy mode. The early warning device mainly comprises a base, a digging rope, a travel switch, a floater, a digital processing chip, the communication module, a power supply for providing electric energy and the water level sensor. The dormancy mode is designed, so the device can automatically switch between the dormancy mode and the working mode; furthermore, an electronic switch can be arranged for starting and closing a related circuit module, and therefore energy consumption can be reduced to the greatest extent.
Owner:XIAMEN UNIV OF TECH

Construction method for improving interlayer connection between surface layer and semi-rigid base layer of asphalt pavement

The invention discloses a construction method for improving interlayer connection of an asphalt pavement. The method comprises the following construction process steps: (1) checking thickness, compactness, flatness, crown and the like of a base layer, carrying out refinishing, and sweeping the base layer cleanly; (2) carrying out priming treatment, and sprinkling priming oil to the surface of thebase layer; (3) sprinkling sealing oil; (4) carrying out heating treatment on a surface connecting layer of a completed base layer structure by using a pavement heating car, wherein during construction, the heating car drives at a constant speed to ensure that each unit is uniformly heated; (5) after heating, immediately spreading an asphalt surface layer, carrying out rolling as required, and sequentially completing the initial rolling, repressing and final rolling of the asphalt surface layer. According to the asphalt pavement construction method, due to the interlayer treatment measure, theinterlayer binding power of the asphalt pavement can be greatly improved, the generation and development of interlayer slip and reflection crack of the pavement are reduced, and water damaged phenomena such as scouring, pumping and pavement pot holes can be greatly reduced.
Owner:SHANDONG JIAOTONG UNIV

Drainage method of tunnel bedrock groundwater

InactiveCN106168142AExpand the drainage areaReduce drilling workloadDrainageWorkloadWater pressure
The invention provides a drainage method of tunnel bedrock groundwater. The method includes: adopting a first drilling tool to drill at the position close to a tunnel entrance for opening a drainage channel along the extension direction of the tunnel; when the length of the drainage channel reaches the first preset position, adopting disposal measures, and then adopting a second drilling tool to continue drilling along the drilling direction of the drainage channel till the length of the drainage channel reaches the second preset position; extracting air in the drainage channel to enable negative pressure to be formed in the drainage channel, and enabling water in the drainage channel to be drained. Drainage range of the drainage channel is enlarged to the largest degree, workload of drilling is reduced, influence caused on travelling cranes is avoided, groundwater can be drained effectively or water pressure can be reduced effectively, and water disasters are reduced.
Owner:CHINA SHENHUA ENERGY CO LTD +1

Waterlogging-resistant cultivation method of Brassica napus L.

The invention discloses a waterlogging-resistant cultivation method of Brassica napus L.. The waterlogging-resistant cultivation method of the Brassica napus L. comprises the following steps of: carrying out rice field parcel ploughing on a Brassica napus L. field where preceding crops are planted, and after a rice field parcel is ploughed, adopting a ridger to carry out compartment making, ridging and ditching; carrying out sowing and fertilizer application, and carrying out mechanical sowing on a coated seed through a line direct seeding method; when a seed coating agent is manufactured, adding an oxygen producer which is urea peroxide; and carrying out sealed weed control: after sowing is finished, adopting 96% s-metolachlor to carry out the sealed weed control. By use of the waterlogging-resistant cultivation method disclosed by the invention, a Brassica napus L. waterlogging occurrence probability is reduced, compared with a wide compartment, a narrow compartment is unlikely to generate water accumulation, and a water accumulation risk can be reduced from the source. Since drainage ditches are added, field water drainage is smooth. Since the seed coating oxygen producer is adopted, oxygen is provided for the root system of the Brassica napus L. under a waterlogging condition, and the waterlogging-resistant capacity of the Brassica napus L. is improved.
Owner:ZHEJIANG ACADEMY OF AGRICULTURE SCIENCES +1

Composite water permeable brick and preparation method thereof

The invention belongs to the field of road engineering materials, and particularly relates to a composite water permeable brick and a preparation method thereof. The provided water permeable brick comprises a concrete slab body layer, a bonding layer and a flexible wearing layer which are in contact successively, the flexible wearing layer is prepared from an organic cementing material and a grading gravel mixed material, the organic cementing material is prepared from modified bitumen and / or a modified polymer, and the grading gravel mixed material is prepared from the following components inparts by weight: 12-26 parts of 1-3 mm of gravels, 35-90 parts of 3-5 mm of gravels, 0-30 parts of 5-10 mm of gravels, 0-20 parts of 10-16 mm of gravels, 0-3 parts of cement, and 0-4 parts of a pigment. The provided composite water permeable brick is formed by the rigid concrete layer and the flexible wearing layer, and has the advantages of water permeability, wear resistance, skid resistance, high strength and the like, these advantages can solve quality problems of freeze-thaw damage, peeling, corroding, swelling, soaking corrosion by rainwater and snowmelt and the like of an existing pavement brick; the service life of the pavement brick is prolonged.
Owner:鄂尔多斯市路泰公路工程有限责任公司 +1

Land consolidation method capable of increasing effective cultivated land area

The invention discloses a land consolidation method capable of increasing effective cultivated land area. The method comprises the steps of firstly, dividing field between two branch ditches and two lateral draining ditches, dividing field blocks in the field, and leveling land in the field blocks; secondly, respectively building hardened field ditches in boundary positions of all the field blocks, ensuring that the head ends of the field ditches are connected with lateral canals, the tail ends are connected with the lateral draining ditches, the canal ratio is reduced to 1000:1 to 300:1, and the upper opening of each field ditch is lower than field surfaces on two sides, and additionally arranging a controlling gate at the junction of each the field ditch and each lateral draining ditch; thirdly, arranging a plurality of conical large open wells on identical sides of the field ditches at intervals, and ensuring that the large open wells beside adjacent field ditches are distributed in a staggered way; and fourthly, arranging a diving pump in each large open well, connecting the water outlet with the large open well, and arranging an automatic control switch on each diving pump. The method can rapidly remove excess surface water, ensures that the excess surface water rapidly infiltrates into earth mass and leaches saline matter in the earth mass, reduces the direct runoff rate, surface layer nutrient loss and water logging damage, can increase the effective cultivated land area, and facilitates irrigation.
Owner:东营市盛基环保工程有限公司

Compound check dam water and soil conservation method

InactiveCN109930556AReduce scour intensityReduce the scouring intensity and reduce the water damage of ShigufangDamsClimate change adaptationRevegetationPlant growth
The invention provides a compound check dam water and soil conservation method, and relates to the check dam water and soil conservation method. The invention aims to overcome different exposed disadvantages of an existing uni-structure check dam in controlling an eroded gully channel. The method comprises the steps that a plurality of stone check dams are laid along the eroded gully channel, andin half a year after the stone check dams are built, a willow check dam is laid on the upper stream of each stone check dam in the first spring or autumn. According to the compound check dam water andsoil conservation method, provided by the invention, the stone check dams and the plant check dams are combined organically; the stone check dams are on the down stream, and the plant check dams areon the upper stream; in half a year after the construction of the stone check dams, an upper stream section is silted into a siltation area by silt carried by runoff, and warp soil in the siltation area is fertile, is suitable for plant growth, is beneficial to the survival of the plant check dams, and improves preserving rate of the plant check dams; a revegetation problem in controlling the eroded gully channel is solved, and at the same time, the impact resistance of the downstream stone check dams can be relieved; and the water damage rate of the stone check dams is lowered. The compound check dam water and soil conservation method provided by the invention is suitable for water and soil erosion control of the eroded gully channels with serious water and soil loss in rolling hilly areas, low mountain and hill areas and the like.
Owner:HEILONGJIANG PROVINCIAL HYDRAULIC RES INST

Compound, warm mix asphalt, asphalt mixture, preparation method of compound and application

ActiveCN107162979AReduced risk of water damage and low temperature crackingSimple preparation processOrganic chemistryClimate change adaptationPitch blendeWater damage
The invention discloses a compound, warm mix asphalt, an asphalt mixture, a preparation method of the compound and an application. The structural formula of the compound is as shown in a formula I-a, a formula I-b, a formula I-c or a formula I-d, wherein n is an integer from 1 to 4, R1 is as shown in the specification, y is an integer from 0 to 6, z is an integer from 0 to 5, R5 is saturated or unsaturated C10-C30 fatty alkyl, an unsaturated group in the unsaturated C10-C30 fatty alkyl is alkenyl, R2 is as shown in the specification, m is an integer from 0 to 6, R3 or R4 is independent hydrogen, -COOH or C1-C4 alkyl, and the R3 and the R4 are not simultaneously hydrogen. The compound can reduce risks of water damage and low-temperature cracking of the asphalt mixture, various performances of the asphalt mixture can meet performance requirements of road asphalt, and the compound is simple preparation process and low in cost and can be used by the aid of existing devices.
Owner:厦门华特公路沥青技术有限公司

Pressure relief valve for structure

A pressure relief valve for structure. A valve with a spoiler around its edge sits in a valve seat around a structure valve aperture, and is spring-loaded into a closed position. Storm wind entering the structure through a breached window, door, or other structure opening escapes through the valve, which opens when exposed to a pressure differential of approximately 1.5 psi. Lift created by storm wind impinging on the spoiler tends to urge the upwind side of the valve closed. The valve may incorporate a skylight. In the preferred embodiment, the shape of the valve was a spherical or spheroid section, and the spring-loading was provided by a plurality of spring assemblies disposed around the edge(s) of the valve.
Owner:REED ROBERT S

Water-logging-resistant seed treatment agent suitable for phalaris arundinacea and application

The invention discloses a water-logging-resistant seed treatment agent suitable for phalaris arundinacea and an application. The seed treatment agent comprises the following components: 160-200 mg / L of magnesium chloride, 100-150 mg / L of potassium chloride, 10-30 mg / L of calcium nitrate, 10-20 mg / L of ethylcellulose, 8-12 mg / L of carboxymethylcellulose and 1-5 mg / L of naphthylacetic acid. The seed treatment agent can effectively improve the water-logging resistance of phalaris arundinacea seeds, can increase the germination rate of the seeds and promote the growth of roots after use, and has relatively high promotional values.
Owner:CHANGZHOU RONGSHUN ELECTRONICS

Method for transplanting rape in ill-drained paddy field

The invention relates to a method for transplanting rape in imperfectly drained rice fields, which belongs to the technical field of agricultural planting and is characterized in that a drainage ditch (1) is excavated longitudinally along a chamber surface (2) in the rice fields with spacing of 150 to 180cm between ditches and depth of 30 to 40cm; then a ridge (3) is made on each chamber surface with height of 10 to 15cm and width of 20 to 25cm; a small pit is shallowly dug on the ridge by a spade, and the root of a rape seedling (4) is put in the pit sideways, then the root collar of the rape seedling is slightly compacted by using small soil clods and the root is covered half open by using soil or soil clods, and the rape seedling is transplanted to the ridge. The method of the invention moderately increases the density and depth of furrowing; by using the chamber surface as the ridge and putting the rape seedling root in the pit sideways, the distance between the planting root zone of the rape and water surface is increased and the subsurface waterlogging of the rape seedling is relieved; covering the root of the rape seedling half open by using soil or soil clods, large pores are generated artificially, thereby oxygen in the oil is increased; the better compatibility between moisture and oxygen can lead to very good growth of the rape seedling, and increase the survival rate of the rape seedling, as well as the economic benefits of the cultivation and planting of rape.
Owner:YANGTZE UNIVERSITY

Early drainage method of mine chamber with heavy water

ActiveCN106285777AReduce groundwater stressReduce the probability of water damageDrainagePipingHeavy water
The invention discloses an early drainage method of a mine chamber with heavy water. The method comprises the following steps: distributing drilling machine chambers 2 and 3 on a vein across wall between two drilling drifts, and drilling drainage holes 4 and 5; distributing the drainage holes 4 and 5 within the range of two sides on the upper part of a to-be-mined chamber; enabling the upward oblique angle of the drainage holes 4 and 5 to be 5 degrees to 15 degrees, wherein the hole submerging depth is less than or equal to the length of the chamber; and determining the jointing, fracture and detrition zone development parts in the drainage holes, inserting water filtering pipes into the parts, and increasing the permeation coefficients of the jointing, fracture and detrition zone development parts in the drainage holes by utilizing directional jetting hole technology. According to the method, the working plane of an extraction chamber is not occupied, the drainage is conducted by utilizing a vein crossing engineering of rock drilling level and the drainage holes in the vein crossing engineering; aiming at the mine chamber with heavy water, underground water on the upper part of the chamber can effectively blocked, so that the minimal underground water flows in the chamber of extraction work, the underground water of the extraction chamber can be effectively reduced, and the probability of water disasters in the mining work can be reduced.
Owner:HEBEI IRON & STEEL GRP MINING

Electron barrier film, quantum dot light-emitting diode and preparation method thereof

An electron barrier film for a quantum dot light-emitting diode, the electron barrier film includes: a compound with a general formula R1—Si(OR2)3; or a raw material for forming the electron barrier film includes a compound with the general formula R1—Si(OR2)3 one in a group. Not only can a rate of injecting electrons into the luminescent layer be adjusted, so that the number of electron holes in the quantum dot luminescent layer can be equal to the number of electrons in the quantum dot luminescent layer, and a recombination efficiency of the electrons and the electron holes in the luminescent layer is improved, a better interface modification effect can also be achieved, and a surface roughness of the quantum dot luminescent layer is reduced, so that an overall performance of the quantum dot light-emitting diode is more stable.
Owner:TCL CORPORATION

A device for reducing crop water damage by automatic oxygen supply based on farmland water level

The invention discloses an oxygen therapy device for agriculture, in particular to an automatic oxygen therapy crop waterlogging reduction device based on farmland water level. The automatic oxygen therapy crop waterlogging reduction device based on the farmland water level comprises an oxygen bottle, a water level monitoring device, a first automatic controlling valve and an underground pipeline device. The water level monitoring device is arranged underground, the first automatic controlling valve is arranged at the outlet end of the underground pipeline device, the water level monitoring device is connected with the automatic controlling valve, and the oxygen bottle is connected with the underground pipeline device. The water level sensing portion of the water level monitoring device is arranged near the upper portion of the underground critical depth of water, when a preset oxygen supplying condition is met, redundant water inside the pipeline is discharged, oxygen is transmitted to the root zones of crops automatically, the whole discharge pipeline is aerated, and the oxygen is dispersed to around root zones of the crops through holes on the discharge pipe. The automatic oxygen therapy crop waterlogging reduction device is capable of supplementing oxygen at the root zones of the crops to reduce the stress of waterlogging of crops, recovering vitality of the root zone of the crops, fully-automatic during the whole process of working, and beneficial for popularization.
Owner:HOHAI UNIV

Cultivation method for planting Vicia faba L. in rice field in winter in convex ridge manner

The invention provides a cultivation method for planting Vicia faba L. in a rice field in winter in a convex ridge manner. The cultivation method includes: selecting seeds; applying base fertilizer; ridging, to be more specific, using a machine to perform rotary tillage, furrowing and ridging on the rice field to form convex ridges, wherein each convex ridge comprises a middle top ridge and shoulder ridges on two sides, and the shoulder ridges are symmetrically distributed on two sides of the central top ridge in a stepped manner; sowing, to be more specific, preprocessing optimally selected Vicia faba L. seeds, and directly sowing the seeds in holes in the ridges, wherein the holes are staggered; performing seedling establishment and top dressing on Vicia faba L. seedlings after germination and the like. The cultivation method has the advantages that by adopting the convex ridge planting, accumulated water in rainy season can be drained conveniently, waterlogging and diseases and pests can be reduced, and Vicia faba L. plant number and ridge soil light-receiving area are increased; by staggering the holes for planting the Vicia faba L., ventilation and light transmission are improved, pesticide use amount and loss caused by waterlogging can be reduced, production cost can be lowered, yield and economic value can be increased greatly, and the method is promising in applicationprospect.
Owner:HUNAN BIOLOGICAL & ELECTROMECHANICAL POLYTECHNIC

None-full-depth freezing method for penetrating through ultra-thick water-rich bed rock in shaft deepening

InactiveCN103277103BFreeze Cost SavingsFreeze Fee SavingsShaft sinkingSoil scienceBedrock
The invention discloses a none-full-depth freezing method for penetrating through ultra-thick water-rich bed rock in shaft deepening. According to the method, a shaft penetrates through surface soil, the water-rich bed rock, a water-resisting layer and low-permeability bed rock sequentially from top to bottom, and main freezing pipes penetrate through the surface soil and the water-rich bed rock sequentially from top to bottom, penetrate into the water-resisting layer by 10m-20m and stop in a low-permeability rock stratum; a none-full-depth freezing depth is 240m-260m and a wall-caving-preventing freezing depth is 40m-45m; the main freezing pipes are annularly arranged with the circle center of the shaft as a circle center and the distance between the main freezing pipes and the outer wall of the shaft is 2m; wall-caving-preventing freezing pipes penetrate into the surface soil only by 43m and are annularly arranged with the circle center of the shaft as a circle center, and the distance between the wall-caving-preventing freezing pipes and the outer wall of the shaft is 1m. The method is fast in construction, safe and efficient and capable of preventing water damage caused when underground water damages a horsehead and related chamber rock mass along annular water diversion channels during construction of the horsehead after a full-depth freezing shaft is frozen, wherein the annular water diversion channels are formed by the freezing pipes and temperature measuring pipes; therefore, cost for treating water burst is saved, and safety construction of the horsehead and a chamber is guaranteed.
Owner:陕西彬长矿业集团有限公司 +1

Waterproof flexible cable

InactiveCN105006277AGood bending and folding performanceCapable of bending and foldingClimate change adaptationFlexible cablesCopperSilicone adhesive
A waterproof flexible cable is characterized in that: a wire core is sequentially composed of an insulating layer, a waterproof layer and a protective cover from inside to outside, wherein a water absorbing layer is arranged between the waterproof layer and the insulating layer; the water absorbing layer evenly covers the surface of the insulating layer, and is closely adhered to the insulating layer; and the protective cover is integrally connected with the waterproof layer through extrusion. By adopting the structure, the waterproof flexible cable has better bending and folding performance through the adopting of the wire core made of soft copper, is convenient in compressed transport, has good waterproof effect since the water absorbing layer adopts a silicone adhesive agent or a polyurethane foam adhesive, prolongs the service life, reduces energy consumption since the waterproof layer is made of plastic coated aluminum alloy, reduces water damage to the cable, protects normal transmission of the cable, and optimizes the application performance.
Owner:FOSHAN YUEJIAXIN WIRE & CABLE

Pulse type vacuum atomization and infiltration promotion equipment and method for fruits and vegetables

Pulse type vacuum atomization and infiltration promotion equipment comprises a vacuum pump, an atomization and infiltration promotion tank, a pulse intelligent control liquid pump and a liquid storage tank. The atomization and infiltration promotion tank is rotatably supported on a left support and a right support. The liquid inlet of the pulse intelligent control liquid pump is connected with the liquid storage tank containing fresh-keeping liquid. The liquid outlet of the pulse intelligent control liquid pump is connected with a high-pressure sprayer through a liquid conveying pipe. The vacuum pump is connected with the atomization and infiltration promotion tank through a vacuumizing pipe. The invention further discloses an atomization and infiltration promotion method. The pulse type vacuum atomization and infiltration promotion equipment has the advantages that release quantity can be regulated in a controllable manner, the use effect of effective preservatives is increased, fresh-keeping cost is lowered, excessive pollution is reduced, and the equipment is widely applicable to the fresh-keeping of fruit and vegetable products.
Owner:HENAN ACAD OF AGRI SCI

Fixture connection assembly

A light fixture connection assembly includes an internally threaded stem and two connectors that couple with a top surface and a bottom surface of a light fixture shade. Bores throughout the stem and connectors define a passageway for electrical wiring connected to a light sourced within the light fixture shade. The connection assembly reduces water-leakage into the hollow passage, and prevents electrical hazards and premature termination of the useable life of the light fixture.
Owner:BARN LIGHT ELECTRIC CO LLC

Overhaul line system

An overhaul line system includes a manifold that is attachable to, or formed integral with an attack nozzle. The manifold provides at least one quick connect coupling that allows an overhaul line to be connected to the manifold and to receive fire suppressing fluid from that manifold into a hose. The overhaul line has an elongated nozzle at its end remote from the quick connect coupling. A flow control valve is interposed between the elongated nozzle and the remote end of the overhaul line. A water treatment cartridge container can also be situated adjacent the flow control valve.
Owner:COULTHARD JR ROBERT STANLEY

Overhaul line system

ActiveUS20120273241A1Maintain firefighting capabilityOvercome limitationsFire rescueCouplingSpray nozzle
An overhaul line system includes a manifold that is attachable to, or formed integral with an attack nozzle. The manifold provides at least one quick connect coupling that allows an overhaul line to be connected to the manifold and to receive fire suppressing fluid from that manifold into a hose. The overhaul line has an elongated nozzle at its end remote from the quick connect coupling. A flow control valve is interposed between the elongated nozzle and the remote end of the overhaul line. A water treatment cartridge container can also be situated adjacent the flow control valve.
Owner:COULTHARD JR ROBERT STANLEY
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