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288results about How to "Easy to sink" patented technology

Unscrambling method and unscrambler utilizing the unscrambling method

The invention discloses a bottle arranging method and a bottle arranging machine thereof; a pump (201) is used for pumping liquid at the tail part of a liquid cell (200), a conveying pipe is used for conveying the liquid to the front end of the liquid cell for forming circular flowing stable liquid flow in the liquid cell; open-ended glass bottles (800) to be arranged are randomly arranged in theliquid cell; after the glass bottles are poured with certain amount of liquid, bottle openings automatically face up and lead the bottles to float on the liquid, the bottles are carried by the liquidflow to a track lane mechanism (300) and automatically array orderly into a plurality of lines; a bottle raising mechanism (400) raises the bottles from the front end of the track lane mechanism lineby line and carries the bottles to a liquid poring mechanism; the liquid in the bottle is poured out; the glass bottles are reversed to enable the bottle opening to turn vertically or obliquely upwards and vertically fall on a transitional board so as to be linked up with the next working procedure. As stable liquid flow is adopted, the glass bottles can stably float and the liquid pouring is more stable, thus better ensuring the bottle openings to vertically turn upward and float, reducing sinking, avoiding disordered collision of the glass bottles as well as reducing damage; moreover, the labor intensity and the cost are greatly reduced and the efficiency is improved.
Owner:杨晖伟

Immobilized algae-bacterium spheres and preparation method and application thereof

InactiveCN106085997AGood for purifying aquaculture discharge waterCan play a purification functionWaste water treatment from animal husbandryMicroorganism based processesCross-linkChloride
The invention relates to immobilized algae-bacterium spheres and a preparation method, a culture method and an application thereof. The immobilized algae-bacterium spheres are composed of chlorella pyrenoidosa, photosynthetic bacteria and embedding materials. The preparation method of the immobilized algae-bacterium spheres mainly comprises the steps of adding dropwise the cultured chlorella pyrenoidosa and photosynthetic bacteria into a sodium alginate solution according to a certain ratio, performing full stirring with a glass rod so as to enable the materials to be uniformly mixed, adding dropwise the obtained mixture into a calcium chloride solution, and performing cross-linking to obtain the immobilized algae-bacterium spheres. The prepared immobilized algae-bacterium spheres by the invention are good in effects of purifying aquaculture discharged water, and have purifying functions of algae and bacteria, double purification effects, and certain density and mechanical strength, and is not easy to break, and easy to sink to the water bottom, and can play a better purification effect. The invention further provides a continuous cultivation mode of the immobilized algae-bacterium spheres, which is simple and easy to operate, low in cost, and can realize large-scale industrial production.
Owner:FISHERY MACHINERY & INSTR RES INST CHINESE ACADEMY OF FISHERY SCI

Simple-pendulum differential underwater amphibious robot with deformability

The invention provides a simple-pendulum differential underwater amphibious robot with deformability. The amphibious robot is mainly composed of a left-hemisphere rigid structure part, a middle-cylinder flexible structure part and a right-hemisphere rigid structure part. The driving mechanism is mainly composed of a deformation driving mechanism for adjusting buoyancy and a simple-pendulum differential motion driving mechanism; the simple-pendulum differential motion driving mechanism can implement free motion of the robot in water or an underwater amphibious environment; the deformation driving mechanism for adjusting buoyancy can enable the robot to shift between approximate spheroidicity and regular sphere; the robot in the approximate spheroidicity state is subjected to higher buoyancy, thereby being beneficial to underwater motion of the robot; and the robot in the approximately regular sphere state is subjected to lower buoyancy, thereby being beneficial to the underwater ground rolling of the robot. The robot has the advantages of flexible motion, simple control and high safety, and can be used as a mobile platform to carry various detectors and acquisition sensors to execute the in-water or underwater environment information acquisition task underwater.
Owner:CHONGQING UNIV OF POSTS & TELECOMM

Construction device and method of pile peripheral cemented soil cast-in-place stiffness core pile

The invention relates to a construction device of a pile peripheral cemented soil cast-in-place stiffness core pile. The construction device is mainly composed of an inner immersed tube, an outer immersed tube, a precast pile toe and high-pressure guniting tubes. An outer immersed tube limiting groove, an inner immersed tube limiting groove, supporting baffle embedded grooves and torsion-resistance limiting steel plates which are used for positioning an upper portion immersed tube device are arranged on the upper surface of the precast pile toe. Hole channels which allow the high-pressure guniting tubes to pass are pre-formed inside the precast pile toe. The high-pressure guniting tubes which are provided with spraying heads at the bottom ends are evenly distributed on the outer side wall of the inner immersed tube in the circumferential direction. The two sides of each high-pressure guniting tube are respectively provided with a vertical through long supporting baffle. Stiffening ribbed plates are arranged on the outer sides of the supporting baffles in a uniformly-spaced mode. By the adoption of the construction device, the stiffness core pile can be formed inside the immersed tubes, cemented soil is formed at the periphery of the pile, the stress performance of pile body materials is brought into full play as much as possible, in the rotation sinking process of the device, high-pressure guniting is carried out on a lower portion soil body, end portion resistance and side frictional resistance can be reduced, and the sinking speed of the immersed tubes is improved. The invention further discloses a pile-forming construction method of the construction device.
Owner:SHENZHEN FUTIAN JIANAN CONSTR GRP

Large wall thickness foundation sinking method by combining diversion and negative pressure technology

The invention discloses a large wall thickness foundation sinking method by combining diversion and negative pressure technology. A diversion system of a wall of a foundation and a negative pressure system of a top cover of the foundation are combined; the diversion system of the wall of the foundation comprises vertical holes reserved at equal intervals along the circumference of the supporting wall; dredging pipes are arranged in the vertical holes; the middles of the dredging pipes are provided with diversion pipes; the bottom of the dredging pipes are provided with a trumpet-shaped conical cavity and a ripping cavity which is divided by clapboards arranged at the bottom of the vertical holes; in the negative pressure system of the top cover of the foundation, a negative pressure extracting hole is reserved on the sealed top cover; and the dredging pipes and the diversion pipes all penetrate the sealed top cover. The large wall thickness foundation sinking method has the advantages that: in a foundation sinking system by combining the diversion and negative pressure technology, by guiding seawater and applying negative pressure, the large wall thickness bucket foundation is sunk into various foundation soil bodies in economic expenditure; the sinking process is more simple; the installation speed is greatly improved; the interference of the environmental conditions can be avoided; and full automatic monitoring operation in the sinking process can be realized and the construction quality and safety are guaranteed.
Owner:JLANGSU DAODA OFFSHORE WIND CONSTR TECH CO LTD

System for detecting settlement and damage of manhole cover by using sensor data generated by rolling by vehicle

The invention relates to a system for detecting settlement and damage of a manhole cover by using sensor data generated by rolling by a vehicle. The system comprises a data collection terminal, an operation service management platform and a user terminal. The data collection terminal is arranged at the manhole cover for collecting the generated acceleration data and/or state data generated by rolling of a manhole cover by a vehicle, and sending the acceleration data and/or state data to an operational service management platform. The operational service management platform is used to determinethe settlement of the manhole cover based on the acceleration data, and/or to determine the damage of the manhole cover according to the state data, and to send alarm information and task work orderinformation to the user terminal when it is determined that the manhole cover is settled or damaged; and the user terminal is configured to receive, display and feed back the alarm information and thetask work order information. The system can employ the sensing data generated by rolling by a vehicle to monitor the settlement and damaging conditions of the manhole cover to allow municipal management personnel to timely and accurately grasp the working state of the manhole cover and reduce the inspection work intensity of the manhole cover maintenance personnel.
Owner:成都四方信息技术有限公司

Washing device and washing method for fillers of biological desulfurization tower

The invention relates to a biological desulfurization device for marsh gas and particularly relates to a washing device and a washing method for fillers of a biological desulfurization tower. The washing device for the fillers of the biological desulfurization tower is characterized in that a plurality of filler layers are arrayed in the desulfurization tower in the longitudinal direction; the washing device comprises a water inlet pipe, a blow-off pipe and perforated aeration discs, wherein the water inlet pipe is arranged below the desulfurization tower and the blow-off pipe is arranged at the bottom of the desulfurization tower; the perforated aeration discs are arranged below all the filler layers; the perforated aeration discs are connected with an air source; aeration holes are densely distributed below the perforated aeration discs. The washing device and the washing method for the fillers of the biological desulfurization tower have the beneficial effects that the filler layers can be effectively washed one by one so as to be prevented from being blocked; a desulfurization effect on the marsh gas by the filler layers is improved, the consumed time is short and the washing efficiency is improved, and furthermore, the efficiency of purifying the marsh gas is improved and the like.
Owner:杭州能源环境工程有限公司

Double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and application

The invention relates to the technical field of piling construction, and mainly relates to a double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and application. The construction method adopts an eccentric moment-adjustable vibrating hammer, a pile gripper, inner tubes, outer tubes and a piling rack or a hoisting crane. The construction method includes steps that the inner tubes and the outer tubes are clamped by the pile gripper at first, the vibrating hammer vibrates and stops vibrating after sinking to the required depth, a pile clamping method is changed so that the pile gripper only clamps the inner tubes, a winch is started so that the vibrating hammer draws the inner tubes in a vibration-free state until the inner tubes are thoroughly drawn out, soil in the inner tubes cannot be poured out when the inner tubes are statically drawn due to effects of friction force, then the piling rack or the hoisting crane moves so that the inner tubes are separated from openings of the outer tubes, the vibrating hammer is started to vibrate, the soil in the inner tubes is continuously poured out in a vibration state until the total soil is poured out, reinforcement cages are placed in the outer tubes sunken into the soil, concrete is fully filled in the reinforcement cages, finally, the outer tubes are clamped by a fixture, the vibrating hammer is started, the outer tubes are drawn out by the aid of the vibration effect of the vibrating hammer, and simultaneously, a pile is formed. The double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and the application have the advantages that the structure is novel, and construction efficiency is high.
Owner:SHANGHAI ZHENZHONG MACHINERY MFG

Construction device and construction method of cement slurry retaining wall implanted pipe pile with long helical drilling

ActiveCN104947652BAvoid overflowing to the worksiteEasy to sinkBulkheads/pilesEngineeringSlurry
The invention discloses a long auger drilling cement mortar retaining wall type implanted pile tube construction device and construction method; the construction device comprises a pile frame, a power head, a drilling rod, a normal pressure grouting pump, a normal pressure grouting pipe, a high pressure grouting pump, a high pressure grouting pipe, a steel sleeve (6), a slurry suction pump (7) and a liquid storage pool (8); a lower portion of the steel sleeve (6) is buried into soil, and an upper portion is higher than the ground; the slurry suction pump (7) is arranged in the steel sleeve (6); an exit of the slurry suction pump is connected with the liquid storage pool (8). Key steps of the method comprises the following steps: first carrying out jet grouting drilling in an expanded-base segment; then carrying out non-jet grouting idle pulling up; then drilling and pulling, and keeping jet grouting in the drilling and pulling process; conveying overflowing normal segment cement mortar in a pile sinking process to the liquid storage pool (8) for storage. The device and method enable a pile to have strong bearing capacity, pile-forming quality is good, so no damage is caused to surrounding soil environment, and the environment is not polluted.
Owner:浙江新曙光建设有限公司 +2

An oblique submerged reverse deep rotary tillage device

ActiveUS20190133017A1Easy manufacturing propertyReduce power consumptionTilling equipmentsWork patternPull force
This invention provides an oblique submerged reverse deep rotary tilling device, which includes a stander, a mounted frame, a gearbox and an oblique blade roller. However, the oblique blade roller is mainly made up of configured rotary blades whose tips bend to the same direction. The angle between the rotary tilling blade roller and the traction speed is 55˜70° while the rotary blade tips are all toward the right side of the traction speed. Side force balance blades are installed to the left side of the oblique blade roller and used to balance the axial component force of the oblique blade roller. The working pattern of this invention is an oblique submerged reverse rotary tillage method. Therefore, there is no soil restriction on the top of the tilling soil clod. Meanwhile, due to cutting soil configured regularly, the right-side soil has been cut when the rotary tilling blades soil begins tilling. The soil is mainly destroyed by tension. Since rotary blades have axial component speed, tilled soil clods will be destroyed mainly by rightward pulling force applied by rotary blades, and the tilled soil clods are mainly thrown to cultivated land. Thus, the invention can reduce secondary tillage and energy consumption. In addition, the invention can avoid interference among gearbox, bearing seat and untilled soil, so the blade roller can easily sink into the ground to achieve deep tillage.
Owner:JIANGSU UNIV

Method for sinking bucket foundation with force bearing ring structure

The invention discloses a method for sinking a bucket foundation with a force bearing ring structure. The top of the bucket foundation is provided with a sealing top cover; the centre of the sealing top cover is provided with a reserved negative pressure hole and is connected with a negative pressure system; a reserved air infusion pipe is arranged outside the wall of the bucket foundation; the lower end outlet of the reserved air infusion pipe is positioned at the subfoundation on the lower part of the force bearing ring structure; and the upper end of the reserved air infusion pipe is connected with air infusion equipment on the surface of water. The method comprises the following implementation steps: 1) after the bucket foundation sinks in position by the self weight, starting the reserved air infusion pipe to continuously provide high-pressure air for the subfoundation on the lower part of the force bearing ring structure to ensure that a soil body is blown away and the bucket foundation sinks continuously; and 2) when the sink resistance of the bucket foundation exceeds a sink force provided by air injecting and ground breaking, pumping the negative pressure in the bucket foundation through the reserved negative pressure hole so as to ensure that the bucket foundation sinks continuously. The method has the characteristics of simple structure, simple and convenient construction, high efficiency and non-interference by sea conditions, and simultaneously, has the advantages of fast installation speed, low cost, strong safety and capability of realizing automatic monitoring operation in the sink process.
Owner:SHANGHAI ZHENHUA HEAVY IND QIDONG MARINE ENG

Unmanned ship control method and control device thereof

InactiveCN108549372AFlexible control of sailing directionFlexible control of sailing speedPosition/course control in two dimensionsMarine engineeringLongitude
The invention discloses an unmanned ship control method and a control device thereof, wherein the unmanned ship control method comprises the following steps of S1, measuring longitude information andlatitude information of an unmanned ship by a GPS module and transmitting to a central processing module; S2, measuring ship body direction information of the unmanned ship by a direction sensing module and transmitting to the central processing module; and S3, receiving the longitude information, the latitude information and the ship body direction information of the unmanned ship by the centralprocessing module, calculating an unmanned ship navigation direction according to the longitude information and the latitude information of a preset navigation point, and controlling a propulsion motor for making the unmanned ship along the calculated unmanned ship navigation direction. The control device of the unmanned ship control method comprises the following modules of: the GPS module, the direction sensing module, an automatic identification module, a gesture sensing module, a wind sensing module and the central processing module. The unmanned ship control method and the control devicethereof have advantages of realizing real-time identification for a navigation environment in which the unmanned ship exists, flexibly controlling the navigation direction and the navigation speed ofthe unmanned ship, and ensuring safe navigation.
Owner:INST OF ATMOSPHERIC PHYSICS CHINESE ACADEMY SCI

Gear ring type auxiliary fixing device for cable terminal manufacturing

The invention discloses a gear ring type auxiliary fixing device for cable terminal manufacturing, and is intended to provide the gear ring type auxiliary fixing device for the cable terminal manufacturing capable of effectively solving the problem that a cable is easily sunken in cable terminal manufacturing and lapping processes and preventing the problem that the cable is sunken in the cable terminal manufacturing and lapping processes so that the construction and operation of the terminal head manufacturing and lapping are convenient. The gear ring type auxiliary fixing device comprises asupport hoop plate, a flexible rack, a driving gear and a check pawl, wherein the support hoop plate is of a semicircular shape, two ends of the support hoop plate are bent outward and a support plateis respectively formed at the two ends of the support hoop plate, a connection passing hole is formed on one support plate, and a mounting through hole is formed on the other support plate, one end of the flexible rack is provided with a limit block, and the other end of the flexible rack sequentially passes through the connection passing hole and the mounting through hole, the driving gear is rotatably disposed in the mounting through hole via a first shaft rod, and the driving gear is meshed with the flexible rack.
Owner:STATE GRID ZHEJIANG TONGXIANG POWER SUPPLY

Composite asphalt modifier, composite modified asphalt and production process of composite asphalt modifier and composite modified asphalt

The invention discloses a composite asphalt modifier, composite modified asphalt and a production process of the composite asphalt modifier and the composite modified asphalt. The composite asphalt modifier is prepared from the following components in parts by weight: 29-30 parts of asphalt a, 35-42 parts of SBS, 9-11 parts of activated rubber powder and 20-24 parts of rubber oil slurry, wherein the rubber powder is centralized in stress when being stressed in an asphalt base body. The production process of the composite modified asphalt comprises the following steps: adding 16.0-20.4 parts of composite asphalt modifier into 79.6-84.0 parts of the asphalt a at 180-190 DEG C to circularly glue or shear once to prepare modified masterbatch; dilution for the first time: adding 32.90-36.88 parts of asphalt a at 140-160 DEG C, 0.13-0.27 part of additive and 0.27-0.37 part of stabilizer into 62.5-66.7 parts of modified masterbatch, and fully stirring and developing for 2-3 hours to prepare mixed asphalt; dilution for the second time: adding 20-25 parts of composite asphalt at 130-150 DEG C into 75-80 parts of mixed asphalt, and stirring and developing for 0.5-1 hour to obtain the composite modified asphalt. The composite modified asphalt has weather resistance, good adhesion and low cost, and performance indexes accord with the I-D standard of polymer modified asphalt.
Owner:广西国创道路材料有限公司 +1
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