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79results about How to "Lower the pressure value" patented technology

Ultrasonic rolling technique

ActiveCN106346192AEasy to replaceHigh axial displacement magnificationTransducerEngineering
The invention provides an ultrasonic rolling technique. The ultrasonic rolling technique comprises step as follows: an ultrasonic rolling processing device adaptive to a complicated surface is provided and comprises a casing assembly, a hydraulic assembly and an ultrasonic assembly, wherein the ultrasonic assembly is fixed in the casing assembly and connected with the hydraulic assembly, the ultrasonic assembly comprises a transducer, an amplitude-change pole and a tool head, the transducer is connected with an ultrasonic generator, two edge curves of a radial section of the amplitude-change pole are bezier curves, a first end of the amplitude-change pole is connected to a first end of the transducer, and the tool head is detachably connected to a second end of the amplitude-change pole; the ultrasonic rolling processing device is clamped to a machine tool, and the tool head is arranged in the position in slight contact with a to-be-processed surface of a workpiece; the hydraulic assembly is adjusted to output 100-2,000 N static pressure; the ultrasonic assembly is adjusted, and axial amplitude of an output end of the amplitude-change pole is enabled to be 5-30 mu m; meanwhile, a motion trail of the machine tool is set for ultrasonic rolling processing. The ultrasonic rolling technique has the advantages of high efficiency, low energy loss and the like.
Owner:EAST CHINA UNIV OF SCI & TECH +1

Crankshaft type high-pressure cleaning pump

The invention discloses a crankshaft type high-pressure cleaning pump. The crankshaft type high-pressure cleaning pump comprises a box body (3), a crankshaft (1) connected with a power, a connecting rod (2), a plunger piston (4), a pump body (6), a water supply connector (7), a pressure regulating unloading valve (8) and a high-pressure water discharging connector (10), wherein a low-pressure cavity (15), an exchange cavity (13) and a high-pressure cavity (5) are arranged in the pump body (6), the plunger piston (4) is connected on an exchange cavity (13), the water supply connector (7) is connected on the low-pressure cavity (15), a water supply check valve (14) is installed between the low-pressure cavity (15) and the exchange cavity (13), a water discharging check valve (16) is installed between the exchange cavity (13) and the high-pressure cavity (6), the high-pressure water discharging connector (10) is connected on a water outlet of the high-pressure cavity (5), a check valve (12) corresponding to a water outlet of the high-pressure cavity (5) is arranged on the high-pressure water discharging connector (10), and the pressure regulating unloading valve (8) is arranged on the high-pressure cavity (5) of the pump body (6). Due to the adoption of the structure, the crankshaft type high-pressure cleaning pump has the advantages that the structure is simple and reasonable, the operation and the use are convenient, the pressure regulation is stable, the pressure is stable, the unloading is flexible, the cleaning pump is used by limiting the pressure, and the service life is long, and the like.
Owner:浙江驰江工贸有限公司

Safe type intelligent air flow control device

The invention discloses a safe type intelligent air flow control device. The safe type intelligent air flow control device comprises a flow controller, a flowmeter, a flow control valve, a pipeline, and a pressure relief pipe, wherein an electric valve body is arranged in the pressure relief pipe; the flowmeter and the pressure relief pipe are connected with the pipeline; the flow controller is connected with the pipeline through the flow control valve; an air inlet and an air outlet are respectively formed in two ends of the flow control valve; the flowmeter communicates with one end of the air outlet through the pipeline; a pressure sensor is arranged in the pipeline between the flowmeter and the air outlet; the flow control valve comprises an executing mechanism, a valve body and a valve core, wherein a motor is arranged in the executing mechanism; the valve core is arranged in a cavity of the valve body; and the valve core comprises a transmission shaft, a first valve rod, a secondvalve rod and a valve seat. The safe type intelligent gas flow control device disclosed by the invention has the beneficial effects that the capacity of the flow in the pipeline can be automaticallycontrolled according to requirements, and besides, the flow rate of the pipeline is monitored in real time; and when the air flow is abnormal, self-protection can be realized through pressure relief.
Owner:ANHUI JINDA INSTR

Construction method for conducting high-pressure jet grouting hole guiding firstly and then conducting grouting-assisted jacked pile sinking

InactiveCN107761732AImprove bearing capacityReduce dynamic penetration resistanceBulkheads/pilesInstabilityEngineering
The invention discloses a construction method for conducting high-pressure jet grouting hole guiding firstly and then conducting grouting-assisted jacked pile sinking, belongs to the field of foundation construction, and aims at providing the construction method solving difficult jacked pile sinking and bearing capacity instability caused by water guiding. According to the technical scheme of theconstruction method, the construction method is characterized in that high-pressure jet grouting hole guiding construction and static-pressure pile sinking construction are included, the high-pressurejet grouting hole guiding construction includes the step that hole drilling is in place, the step of high-pressure jet grouting drilling, the step of drill lifting and like, and static-pressure pilesinking includes the step that a static pressure pile machine is in place, the step of the first stage of static-pressure pile sinking, the step of the second stage of static-pressure pile sinking, the step of the third stage of static-pressure pile sinking and the like. According to the construction method, a pile position soil layer is disturbed through high-pressure jet grouting water guiding to form a saturation disturbance body at the position of a hard soil layer firstly, then, side pile grouting fluid starts to be injected when a jacked pile sinks to the saturation disturbance body, pile end grouting fluid then continues to be injected in the pile end after the pile tip reaches the designed depth so that a grouting expansion head can be formed by the pile end, and the problems thatjacked pile sinking is difficult and bearing capacity instability is likely to be caused by water guiding are solved.
Owner:雨发建设集团有限公司

Interlaminar shear resistant strength testing method

ActiveCN104458443AAvoid the failure of well completion constructionReduce well completion failuresMaterial strength using steady shearing forcesTest sampleInterlaminar shear
The invention discloses an interlaminar shear resistant strength testing method which comprises the following steps: (1) shearing a composite material pipe into a plurality of test samples with same lengths along an axial direction, and respectively detecting the test samples and the rest pipe through a clamp detection mechanism and a releasing tool; (2) respectively testing the plurality of test samples sheared through a clamp testing mechanism, determining a minimum value of maximum pressure values of the plurality of test samples as the interlaminar shear resistant strength value F1, testing to obtain the shearing failure load F2 of a releasing connector through the releasing tool, calculating the interlaminar shear resistant strength value tau1 of the test samples by adopting a formula, and calculating the shearing failure strength tau2 of the releasing connector by adopting a formula; (3) calculating the corresponding relation coefficient alpha by adopting a formula; and (4) increasing the safety coefficient beta aiming at a downhole tool made from different composite materials, and acquiring pumping pressure P, namely the interlaminar shear resistant strength value, during the interlaminar failure of the downhole tool by adopting a formula. The interlaminar shear resistant strength testing method disclosed by the invention can be used for reducing the well completion construction failure caused due to insufficient interlaminar shear resistant strength of the composite material pipe.
Owner:CHINA PETROLEUM & CHEM CORP +2

Regeneration tower waste heat recovering system and method of activated coke dry method desulfurizer

ActiveCN106621809AIncrease temperatureIncrease the coke temperature of the active cokeGas treatmentDispersed particle separationPlate heat exchangerNitrogen
The present invention discloses a regeneration tower waste heat recovering system and method of an activated coke dry method desulfurizer. The system comprises a regeneration tower, a hot air circulating fan, a heat generator, a cooling fan, a sealed nitrogen pipeline, a plate heat exchanger and a rotary heat storage type heat exchanger. The sealed nitrogen pipeline is successively connected with the plate heat exchanger, rotary hat storage type heat exchanger, and a material inlet of the regeneration tower; the sealed nitrogen at the tower top of the regeneration tower is used as a waste heat recovery carrier and respectively conducts a primary preheating and a secondary preheating with outlet air from a cooling segment of the regeneration tower and discharged exhaust gas from a heating segment of the regeneration tower, and the sealed nitrogen is sent into a preheating segment of the regeneration tower to realize the cascade recovery of the waste heat; and the discharged exhaust gas is sent to a total pipe of an exhaust gas outlet of an absorption tower and discharged from a chimney. Advantages are as follows: the system realizes the waste heat recovery, improves the tower entering temperature of the sealed nitrogen, heat utilization efficiency of the regeneration tower, and the coke temperature of the active coke entering the preheating segment, reduces the fuel consumption of the heat generator, improves the tower exiting temperature of resolution gas and avoids the corrosion problem of the pipeline of the regeneration gas.
Owner:HUATIAN NANJING ENG & TECH CORP MCC +1

Pressure stabilizing valve of adjustable pressure type turbocharger

The invention provides a pressure stabilizing valve for an adjustable pressure type turbocharger. The pressure stabilizing is mounted on a housing of a compressor volute of the turbocharger; the compressor volute is equipped with a first pressure release channel which communicates with high pressure air in the turbocharger, and a second pressure release channel which communicates with an air inlet of the compressor volute. The pressure stabilizing valve of the adjustable pressure type turbocharger is characterized in that the first pressure release channel and the second pressure release channel are combined into a cylindrical sunken part in the side edge of the compressor volute; the pressure stabilizing valve comprises a housing which is a hollow circular barrel of which both the inner surface and the outer surface are equipped with threads; the threads in the inner surface of the cylindrical sunken part in the side edge of the compressor volute are screwed into the cylindrical sunken part; an opening which communicates with the first pressure release channel is formed in the bottom end of the housing; a plurality of ventilating holes are formed in the side surface of the housing; the first through hole communicates with the second pressure release channel.
Owner:孙万军

Construction method for repairing lateral displacement of retaining wall

The invention relates to a construction method for repairing lateral displacement of a retaining wall. The method is characterized by comprising steps as follows: vertical borrow holes are vertically drilled in a soil body on the outer side of the wall back of the retaining wall, and dual-layer pressure balance hoses are inserted; transverse reaction steel plates and vertical reaction steel plates are arranged on the wall surface of the retaining wall, and transverse tie bar penetration holes and retaining wall ejection limiting grooves are formed in the transverse reaction steel plates and the vertical reaction steel plates respectively; a temporary reaction column is arranged on the outer side of the retaining wall, ejection devices are arranged between the reaction column and the reaction steel plates, and obliquely downward ejection force is applied to the retaining wall; transverse tie bars are arranged between the retaining wall and the soil body on the outer side of the wall back; obliquely downward ejection force and transverse pull force are applied to the retaining wall while vertical borrowing is performed; finally, oblique grouting holes are formed in the bottom of a foundation of the retaining wall, and solidified reinforcing bodies are formed through grouting. With the adoption of the method, the lateral displacement of the retaining wall can be repaired quickly, the integrity of the repaired retaining wall and the soil body on the outer side of the wall back can be enhanced, and the carrying capacity of the foundation of the retaining wall can also be improved.
Owner:洪都建设集团有限公司

Lower limb exoskeleton auxiliary load bearing foot device

The invention discloses a lower limb exoskeleton auxiliary load bearing foot device comprising a contact plate, a support plate, a human body foot arch mechanism and an elastic damping mechanism. Thecontact plate is used for being in complete contact with the human body foot; the human body foot arch mechanism is arranged between the contact plate and the support plate and is connected with the contact plate and the support plate to be used for simulating the human body arch buffer stress; the elastic damping mechanism is mounted on the lower surface of the support plate and used for increasing elastic damping of the foot device; the human body foot arch mechanism comprises an elastic connecting plate, a longitudinal arch unit and a transverse arch unit; the elastic connecting plate is located at the center position of the upper surface of the support plate; the longitudinal arch unit is longitudinally connected with the elastic connecting plate and the support plate to realize simulation of a longitudinal arch of the foot; and the transverse arch unit is transversely connected with the elastic connecting plate and the support plate to realize simulation of the transverse arch ofthe foot. The problems that the lower limb exoskeleton auxiliary load bearing foot device and the ground are in contact and generate large impact, and the work efficiency is reduced are solved.
Owner:HEBEI UNIV OF TECH
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