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30results about How to "Addressing Stability Impacts" patented technology

Stoping technology for dam slope tailing of tailing dam

The invention discloses a stoping technology for a dam slope tailing of a tailing dam. The stoping technology comprises the following steps: assigning 1-2 rows of gravel piles (4) in the front of each stoping step; assigning a row of unwatering, pumping and reinforcing facilities comprising unwatering pump drainage water wells (3) and the gravel piles (4) at intervals; adopting submersible pumps to conduct groundwater pump drainage in the unwatering pump drainage water wells (3); excavating a tailing in the area on a first construction separated layer (8) of the tailing stoping in a dry type; conducting construction on slope surface protection measures (7) after the tailing stoping of the tailing pound tailing stacking dam slope; constructing tailing stacking dam side slope stepped drainage ditches (6); repeating the constructing steps, and excavating a tailing in the area on a second construction separated layer (9) of the tailing stoping of tailings stacking dam slope. The stoping technology solves the problem of safety and stability of the stacking dam side slope during tailing stoping of a valley type tailing stacking dam slope, reduces vast capital cost and land-use cost of new-building a tailing pond, realizes recovery of the most valuable tailings in the tailing pond, and improves mineral resource utilization ratio and economic benefits.
Owner:SINOSTEEL MAANSHAN INST OF MINING RES

Strongly-permeable stratum deep foundation pit bottom sealing water stopping structure and construction method thereof

The invention discloses a strongly-permeable stratum deep foundation pit bottom sealing water stopping structure, which comprises diaphragm walls, underwater plain concrete boards, reinforced concrete partition walls, uplift piles and inner supports, wherein the diaphragm walls are arranged around the foundation pit througgh casting; the inner supports support the diaphragm walls; the reinforced concrete partition walls are formed on the foundation pit below the diaphragm walls through casting; the reinforced concrete partition walls and the diaphragm walls of each two faces form a casting block in a surrounding mode on the foundation base; the uplift piles are casted on the foundation base inside the block; each underwater plain concrete board is formed through casting at each block opening formed by the reinforced concrete partition walls and the diaphragm walls in a surrounding mode; and the uplift piles are firmly embedded in the underwater plain concrete boards. The underwater plain concrete boards enhance overall strength and ridigity of the foundation pit bottom, dual effects of reinforced pit bottom and permeation prevention are provided, influences on stability of the pit bottom by high pressure water and raised pit bottom caused by excavation of the foundation pit can be effectively solved, and lateral displacement of the pit wall and settlement deformation of the surrounding enviornment can be well reduced.
Owner:RANKEN RAILWAY CONSTR GROUP +1

Strong-water-permeability stratum building foundation pit horizontal grouting sealing bottom construction method

The invention discloses a strong-water-permeability stratum building foundation pit horizontal grouting sealing bottom construction method. The strong-water-permeability stratum building foundation pit horizontal grouting sealing bottom construction method includes the following steps that horizontal grouting sealing bottom construction is conducted, wherein precise positioning and horizontal grouting hole drilling are conducted through a horizontal directional drilling machine, and after hole drilling is completed, retreating type grouting is conducted when drill stems are dragged back, and ahorizontal sealing bottom is formed at the bottom of a foundation pit; and vertical curtain construction is conducted, wherein after sealing bottom horizontal grouting is completed, closed vertical curtains are formed on the four sides or the three sides of the foundation pit, complete lap joint connection is conducted on the vertical curtains and the horizontal sealing bottom, and in other words, a strong-water-permeability stratum foundation pit water insulation structure is formed. According to the strong-water-permeability stratum building foundation pit horizontal grouting sealing bottomconstruction method, vertical curtain construction is conducted after horizontal sealing bottom construction is conducted; firstly, the horizontal sealing bottom can be rapidly formed for the foundation pit to control underground water; then, the vertical curtains and the horizontal sealing bottom structure are connected together, and therefore a three-dimensional anti-seepage structure can be formed for the foundation pit project, and the effects of supporting, water insulation and foundation pit project reinforcing are achieved; and while the surrounding environment is well protected, the project cost is saved, and the project risk is lowered.
Owner:湖南宏禹工程集团有限公司

Extrusion type powder continuous metering device

The invention discloses an extrusion type powder continuous metering device. The extrusion type powder continuous metering device comprises a rack, a weighing screw conveyer, a transition bin, a variable-frequency screw conveyer, a weighing sensor, an impeller feeder, an intermediate bin and a pneumatic arch breaking device. A discharge port of the variable-frequency screw conveyer is connected with a feed port of the weighing screw conveyer, a feed port of the impeller feeder is connected with a discharge port of the transition bin, and a discharge port of the impeller feeder is connected with a feed port of the variable-frequency screw conveyer through the intermediate bin. The variable-frequency screw conveyer comprises a conveying pipe provided with a feed port and a discharge port, a screw shaft and a damping feeding blade disc arranged in the conveying pipe, and a motor for driving the screw shaft to rotate. The screw shaft comprises a first spiral section away from the discharge port of the conveying pipe and a second spiral section close to the discharge port of the conveying pipe. The thread pitch of the first spiral section is larger than that of the second spiral section. The damping feeding blade disc is arranged at the tail of the second spiral section, and powder is conveyed to the discharge port of the conveying pipe through the damping feeding blade disc. The pneumatic arch breaking device is arranged in the transition bin.
Owner:FUJIAN SOUTHERN HIGHWAY MECHANICAL

Grid-connected output power control method of photovoltaic power generation

The invention discloses a photovoltaic power generation grid-connected output power control method, comprising the following steps: S1, firstly, a constant voltage control mode is adopted to control the output voltage, and when the output voltage reaches the theoretical maximum power point voltage, the output voltage is switched to the MPPT mode; S2, adjusting the voltage of the DC bus bar, and determining that the voltage command value of the voltage loop bus bar is greater than the maximum peak value of the voltage fundamental wave in the power line; 3, determining an active power current command value accord to the voltage command value of the voltage loop bus bar and the actual value of the bus bar voltage; S4, limiting the time of current increment, and realizing the soft start of active current; S5: obtaining The SVPWM according to the active and reactive power current commands, and realzing the switching control of the power device of the grid-connected inverter. The remarkableeffect is that the system tracks to the actual maximum power point quickly and accurately and works stably, and the influence of voltage fluctuation on the system stability is well solved. It also solves the defects caused by using MPPT control method, and improves the security and stability of the system.
Owner:青海伟航北创新能源科技有限公司

Semiconductor material stress measurement system and method based on photoelastic modulation technology

The invention relates to the technical field of electronic equipment control, in particular to a semiconductor material stress measurement system based on a photoelastic modulation technology. The system comprises a laser light source, at least one reflector, a through hole, a polarizer, a photoelastic modulator, a first wave plate, a measured sample, a second wave plate, an analyzer and an infrared detector which are arranged in sequence, a laser beam emitted by the laser light source is guided into a measuring light path through at least one reflector, the polarizer converts the laser beam into linearly polarized light, the laser beam passes through the photoelastic modulator and then is converted into modulated polarized light which is continuously switched back and forth from the linearly polarized light to circularly polarized light, the modulated polarized light passes through a measured sample to form a birefringence signal, the infrared detector converts the birefringence signal into an electric signal, and the electric signal is transmitted to a computer for processing through the measuring circuit. The system has the beneficial effects that the requirement of other methods based on photoelastic modulation on the stress of the tested sample is met, and the tested sample in the system does not need to rotate.
Owner:彭海鲸

Turbine power generating system by utilizing wind from train travelling

The invention provides a turbine power generating system by utilizing wind from train travelling. Because of the effect of the wind from train travelling, the output voltage has greater waves, further influences are leaded to the whole system; at least one power generating unit is arranged at two sides of the road for the train by the system, a vertical axial wind-driven power generator in each power generating unit is electrically connected with a controller, and the controller is electrically connected with a battery set; the battery set in each power generating unit is electrically connected with a power distribution device; and the power distribution device is electrically connected with loads. By adopting the scheme for combining an S-shaped wind wheel and an H-shaped wind wheel, andthe optimal performance match of a fan is achieved; and additionally, a vertical axial wind-driven power generator rotor is provided with a flywheel clutch device, through detecting the changes of the rotation speed of the wind-driven power generator, signals are sent to a feedback controller, the feedback controller analyzes and decides whether instructions are sent to an electromagnetic actuation unit to load the flywheel to rotate or unload the flywheel to rotate, thus the rotation speed is ensured to stable, and the system works normally.
Owner:孔慧

Rotational flow plate dust and mist eliminator capable of automatically forming film

InactiveCN112933840ALiquid film stabilizationSolve the effect of liquid film stabilityCombination devicesDemisterDust particles
The invention discloses a rotational flow plate dust and mist eliminator capable of automatically forming film. The rotational flow plate dust and mist eliminator comprises an outer barrel, a screen barrel and a central supporting rod which are sequentially arranged at intervals in a sleeving manner from outside to inside, the lower peripheral wall of the screen cylinder is a non-porous section, and the upper peripheral wall of the screen cylinder is a screen hole section; a cavity between the outer barrel and the screen barrel forms a flue gas dead zone; a plurality of stages of upper rotational flow plates are arranged at the upper part in the sieve pore section at intervals; and a lower rotational flow plate is arranged in the outer cylinder body and below the sieve pore section. A smoke flowing area is separated from an outer barrel wall liquid film through the screen barrel, the problem of secondary carrying is fundamentally solved, fog drops flow back to the surface of the lower rotational flow plate through the liquid collecting tank, a stable liquid film is formed, and therefore the purpose of saving water is achieved without additionally arranging a water spraying device. Fogdrops separated from flue gas are gathered on the inner wall of the outer cylinder, can converge to the water collecting tank under the action of gravity and then flow back to the surface of the lower rotational flow plate, and a continuous and stable liquid film, namely a self-formed film, is formed on the blade surface of the lower rotational flow plate. The liquid film can adsorb dust particles in flue gas, and the dust removal efficiency is improved.
Owner:SOUTH CHINA UNIV OF TECH +1

Dynamic management device for heterogeneous wireless equipment

The invention discloses a dynamic management device for heterogeneous wireless equipment. The dynamic management device serves as a core part of an equipment resource management platform, works under a wireless equipment network environment, and realizes the dynamic management of the heterogeneous equipment. The device comprises an interface manager, a scheduling manager, a data processor, a state manager, a metadata manager, a memory manager and a persistence manager, wherein the interface manager provides a uniform access interface for the access of distributed heterogeneous wireless equipment; the scheduling manager manages instruction interaction, instruction execution results and equipment resource return results which access equipment resources; and the data processor, the state manager and the metadata manager manage data, metadata and state information respectively. The dynamic management device breaks through the limit to the communication protocol of the heterogeneous equipment in a wireless environment, and has high expandability; and the heterogeneous wireless equipment can join in the management platform through a wireless equipment network at any time, and can interact with the management platform or quit the management platform at any time.
Owner:BEIHANG UNIV

A microgrid and its energy storage scheduling method

The invention discloses a microgrid and a stored energy dispatching method thereof. The microgrid mainly comprises a photovoltaic module, an inverter, a storage battery, a main network, a rotary load, a super capacitor, a variable frequency starting device and the like, wherein the photovoltaic module is connected onto an alternating current bus through the inverter; the super capacitor is connected onto the alternating current bus after being converted into alternating current through the inverter; and an energy storage battery is connected onto the alternating current bus through the inverter. According to the method, a stored energy operation mode is adjusted according to the state of the microgrid; when the rotary load is started, the super capacitor is adopted to discharge to balance photovoltaic power generation and loading; during the operation process of the rotary load, the super capacitor is preferentially adopted to output power, the discharge of the super capacitor is ended, and the energy storage battery outputs power. According to the microgrid and the stored energy dispatching method thereof disclosed by the invention, the problems that an impact effect is generated to the microgrid when the rotary load is started and the power supply reliability is low are solved; clean and renewable energy sources are fully utilized, and moreover, the waste of the clean and renewable energy sources is avoided; and the overall service life of the microgrid is prolonged while the power supply reliability of a user is guaranteed.
Owner:STATE GRID HEBEI ELECTRIC POWER RES INST +2

Sand seed rain trapper capable of adjusting depth inserted into soil

PendingCN109580296ASpeed up entryAvoid secondary propagation effectsWithdrawing sample devicesVegetationEngineering
The invention relates to a sand seed rain trapper capable of adjusting the depth inserted into soil. A support column A and a support column B are inserted under the ground, a seed rain catching diskand the upper end of the support column A are connected in an inserted manner, the lower end of the support column A and the upper end of the support column B are connected in a manner of being capable of stretching out and drawing back relatively, the support column A is provided with a limiting device for adjusting an overlapping distance between the support column B and the support column A, and the support column B is inserted in from the lower end of the support column A and is then fixed by the limiting device under the ground by the required depth; and the top edge of the seed rain catching disk extends outwards to form an extension part, the outer edge of the extension part is bent downwards and then bent inwards to form a bending portion, a seed rain collecting bag is sleeved withthe seed rain catching disk, the support column A and the support column B, and the edge of the top of the seed rain collecting bag is arranged on the extension part and the bending portion in a sleeving manner and is fixed to the ground through the bending portion. The sand seed rain trapper has strong pertinence to the natural condition of a sand area, and can effectively improve the practicalvalue of vegetation restoration provenance monitoring work in the sand area.
Owner:SHENYANG INST OF APPL ECOLOGY CHINESE ACAD OF SCI

A new method suitable for mining the tailings of the valley-type tailings accumulation dam

The invention discloses a novel method suitable for valley type tailings stacking dam slope tailings recovery. According to the method, gravel piles (4) are adopted for reinforcement and pump drainage water wells (3) are adopted for draining. The method comprises the following steps: at first stage, factors affect the stability of a tailings pool are investigated; the economical efficiency of tailings recovery is researched; a starting point (A) for the tailings stacking dam slope tailings recovery is determined; at the second stage, the tailings stacking dam slope tailings recovery is designed; at the third stage, the tailings stacking dam slope tailings recovery is constructed; the fourth stage, secondary tailings is formed after the tailings is recovered and separated; the secondary tailings is discharged into a heightened and capacity expanded newly-built dam (2) of the tailings pool and heightened step by step to form a heightened and capacity expended new piling tailings (1). The novel method solves the problems of the stacking dam side slope safety and stability in the valley type tailings stacking dam slope tailings recovery and saves the capital expenditure and fees paid for taking rural land of a new tailings pool; the recovery of most valuable part in the tailings pool is realized and the utilization rate and economic benefit of mineral resources are improved.
Owner:SINOSTEEL MAANSHAN INST OF MINING RES CO LTD

A pre-powder feeding type electron beam additive manufacturing device

A pre-powder feeding type electron beam additive manufacturing device, the invention solves the problem that the existing electron beam selective melting additive manufacturing method is only applicable to the additive manufacturing of small precision parts, resulting in a very low utilization rate of powder. The invention includes a funnel, an electron gun, a ring-shaped fixed gear guide rail, a rotating gear, a servo motor, a servo motor bracket, a deposition body, a flow regulating flap and a flap adjusting motor, and the ring-shaped fixed gear guide rail is fixedly installed on the shell of the electron gun. The rotating gear meshes with the ring-shaped fixed gear guide rail, the rotating gear is fixed on the output shaft of the servo motor, the servo motor is fixed to the shell of the funnel through the servo motor bracket, the outlet of the funnel is vertically facing the upper surface of the substrate, and the flow adjustment block The flap is arranged at the outlet position of the funnel, the flow regulating flap is fixedly mounted on the output end of the flap adjusting motor, and the shell of the flap adjusting motor is fixedly connected with the outer wall of the lower end of the funnel. The invention is used for electron beam additive manufacturing.
Owner:黑龙江省工研院资产经营管理有限公司

Turbine power generating system by utilizing wind from train travelling

The invention provides a turbine power generating system by utilizing wind from train travelling. Because of the effect of the wind from train travelling, the output voltage has greater waves, further influences are leaded to the whole system; at least one power generating unit is arranged at two sides of the road for the train by the system, a vertical axial wind-driven power generator in each power generating unit is electrically connected with a controller, and the controller is electrically connected with a battery set; the battery set in each power generating unit is electrically connected with a power distribution device; and the power distribution device is electrically connected with loads. By adopting the scheme for combining an S-shaped wind wheel and an H-shaped wind wheel, andthe optimal performance match of a fan is achieved; and additionally, a vertical axial wind-driven power generator rotor is provided with a flywheel clutch device, through detecting the changes of the rotation speed of the wind-driven power generator, signals are sent to a feedback controller, the feedback controller analyzes and decides whether instructions are sent to an electromagnetic actuation unit to load the flywheel to rotate or unload the flywheel to rotate, thus the rotation speed is ensured to stable, and the system works normally.
Owner:孔慧

Bottom-sealing water-stop structure for deep foundation pit in highly permeable stratum and construction method thereof

The invention discloses a bottom-sealing water-stop structure for a deep foundation pit in a strong water-permeable stratum, which comprises an underground continuous wall, an underwater plain concrete board, a reinforced concrete partition wall, an uplift pile and an inner support, and the underground continuous wall is arranged around the foundation pit by pouring , the internal support is supported on the underground diaphragm wall, and the foundation pit under the underground diaphragm wall is poured to form a reinforced concrete partition wall, and the reinforced concrete partition wall and the underground diaphragm wall on each two sides are enclosed at the base to form a pouring For the warehouse, uplift piles are poured under the base of the warehouse, and each warehouse opening enclosed by the reinforced concrete partition wall and the underground diaphragm wall is poured to form an underwater plain concrete slab, and the above-mentioned uplift piles are embedded in the underwater plain Inside the concrete slab. The underwater plain concrete slab increases the overall strength and stiffness of the pit bottom, and has dual functions of pit bottom reinforcement and anti-seepage. It can better reduce the lateral displacement of the pit wall and the settlement deformation of the surrounding environment.
Owner:RANKEN RAILWAY CONSTR GROUP +1

Grouting bottom-sealing structure and construction technology of deep foundation pit in high-pressure water-thick sandy pebble stratum

The invention discloses a high-pressure-bearing water and thick sand and pebble formation deep foundation pit grouting bottom-sealing structure and a construction technology thereof. The high-pressure-bearing water and thick sand and pebble formation deep foundation pit grouting bottom-sealing structure comprises a waterproof curtain which is inserted into the ground; a slurry base plate, a slurry side wall and a slurry separation wall are formed below the waterproof curtain through grouting; the slurry side wall and the waterproof curtain are cemented closely; the slurry base plate, the slurry side wall and the slurry separation wall surround a base to form a plurality of U-shaped grouting cabins which are concaved downward; a slurry reinforcement layer is formed above the slurry base plate through secondary grouting. According to the high-pressure-bearing water and thick sand and pebble formation deep foundation pit grouting bottom-sealing structure and the construction technology thereof, the integral strength and stiffness of the pit bottom is increased through the U-shaped grouting cabin structure, the double functions of pit bottom reinforcement and seepage control are achieved, the problems of the effect on the stability of the pit bottom due to the buried depth increased high-pressure-bearing water and the pit bottom uplift caused by foundation pit excavation can be effectively solved, and meanwhile the lateral displacement of the pit wall and the settlement deformation of the surrounding environment are reduced well.
Owner:RANKEN RAILWAY CONSTR GROUP +1

A tailings mining method for tailings accumulation dam

The invention discloses a stoping technology for a dam slope tailing of a tailing dam. The stoping technology comprises the following steps: assigning 1-2 rows of gravel piles (4) in the front of each stoping step; assigning a row of unwatering, pumping and reinforcing facilities comprising unwatering pump drainage water wells (3) and the gravel piles (4) at intervals; adopting submersible pumps to conduct groundwater pump drainage in the unwatering pump drainage water wells (3); excavating a tailing in the area on a first construction separated layer (8) of the tailing stoping in a dry type; conducting construction on slope surface protection measures (7) after the tailing stoping of the tailing pound tailing stacking dam slope; constructing tailing stacking dam side slope stepped drainage ditches (6); repeating the constructing steps, and excavating a tailing in the area on a second construction separated layer (9) of the tailing stoping of tailings stacking dam slope. The stoping technology solves the problem of safety and stability of the stacking dam side slope during tailing stoping of a valley type tailing stacking dam slope, reduces vast capital cost and land-use cost of new-building a tailing pond, realizes recovery of the most valuable tailings in the tailing pond, and improves mineral resource utilization ratio and economic benefits.
Owner:SINOSTEEL MAANSHAN INST OF MINING RES CO LTD
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