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69results about How to "Avoid the risk of collapse" patented technology

Plugging and building method suitable for remaining mine tunnel and mine underground tunnel

ActiveCN111706392AEffective resistance to stress and deformationEffective anti-seepageMining devicesMaterial fill-upFoam concreteStructural engineering
The invention discloses a plugging and building method suitable for a remaining mine tunnel and a mine underground tunnel. The side walls of the mine tunnel and the underground tunnel are blocked through interlayer wall bodies; the inner space of the mine tunnel and the inner space of the underground tunnel are divided into a plurality of sectional type filling units; each sectional type filling unit is filled with materials, tailings and waste low-grade ore; and composite flora containing SRB and a long-acting carbon source are sprayed to the surfaces of the filling materials so as to inhibitoxidation of sulfide, reduce sulfate and precipitate heavy metal. The interlayer wall bodies are composed of parallel wall bodies and hydrophobic particle materials filled between interlayers, the upper ends of the interlayer wall bodies and the top of the tunnel are blocked through foam concrete within a certain height range, if the pressure in the tunnel is too large due to the rainy season andother reasons, the strength of a foam concrete layer is low, the top end is locally cracked to form a similar pressure relief valve, wall body cracking and collapsing caused by the too high water pressure in the tunnel can be effectively avoided, and therefore the safety of sectional type filling unit plugging is guaranteed.
Owner:NANCHANG UNIV

Multi-task scheduling method and system based on macro assembly

The invention relates to a multi-task scheduling method and system based on macro assembly. The method comprises the steps that when a task is executed to a scheduled step point, a task scheduling system stores a subsequent step point of the task and loads dormancy time, the task scheduling system reads and judges an activated state and the dormancy time of a subsequent task, if the activated state and the dormancy time meet demands, the subsequent task is executed, and if any one of the activated state and the dormancy time can not meet the demands, the task scheduling system continues to judge the subsequent task until the task is executed to a stop point and not scheduled by the task scheduling system. According to the multi-task scheduling method and system based on the macro assembly, functions of the system are realized through the macro assembly, task stacks are not used, all the tasks and the system share one stack, great memory requirements when a large number of parallel tasks exist in the system are avoided, and the risk that the system crashes due to the fact that potential task stacks overflow in the actual use of RTOS is effectively avoided. The multi-task scheduling method based on the macro assembly is suitable for an industry control system, especially suitable for being used in industry flow type control and well solves the problem that save and return of a control process are difficult when power fails suddenly.
Owner:BEIJING CENTURY REAL TECH CO LTD

Multidirectional movement electrical equipment overhaul stand

The invention discloses a multidirectional movement electrical equipment overhaul stand, which comprises a supporting mechanism arranged outside a telegraph pole in a sleeving mode, the top of the supporting mechanism is rotationally provided with an overhaul stand body, the overhaul stand body comprises a rotating disc rotationally connected to the top of the supporting mechanism, and a clamping groove arranged outside the telegraph pole in a sleeving mode is formed in the middle of the interior of the rotating disc. The invention relates to the technical field of power maintenance. According to the multi-directional movement electrical equipment overhaul stand, the overhaul stand body and the lifting table mechanism are supported by arranging the supporting mechanism, a worker can stand on the lifting table mechanism to conduct overhaul and maintenance operation, the space of the lifting table mechanism is wide, and the worker can stand to work more stably and safely; and meanwhile, the overhauling table and the lifting table mechanism can be attached to the supporting mechanism and the telegraph pole to rotate, then electrical equipment above the overhauling table and the lifting table mechanism can be comprehensively overhauled in a circle, the lifting table mechanism can also ascend and descend on the fixing frame, then the lifting table can be lifted to a higher height, and overhauling operation is further facilitated.
Owner:国网山东省电力公司庆云县供电公司

Distributed tracking method for extended target

The invention belongs to the field of signal processing, and particularly provides a distributed tracking method for an extended target. According to the method, a heterogeneous network is considered,the number of scattering sources observed on each node obeys Gaussian distribution of different mean values, and the observation noise power of each node is different. The method comprises the following steps: firstly, each node calculates to obtain an intermediate estimated value of the dynamic state and shape characteristic of an extended target by exchanging information with neighbor nodes thereof; and then, each node propagates the intermediate estimation result in the neighborhood, and final estimation results of the dynamic state and the shape characteristics are obtained respectively.The method mainly aims at an extended target, and in a distributed network, each node can estimate dynamic states such as the position, the speed and the acceleration of the target and shape characteristics such as the direction and the size of the target at the same time. Compared with a non-communication method of each node, the method provided by the invention can effectively improve the tracking performance of each node, the tracking performance is close to a centralized method of sending the information of each node to a fusion center for processing, Meanwhile, the risk that the whole system crashes when the fusion center goes wrong can be effectively avoided.
Owner:UNIV OF ELECTRONICS SCI & TECH OF CHINA

Desulfurized gypsum slurry water collecting system and construction method

PendingCN110064239AAvoid the risk of collapseWill not affect other systems of desulfurizationDispersed particle separationHollow article cleaningDrive motorSlurry
The invention provides a desulfurized gypsum slurry water collecting system and a construction method. The desulfurized gypsum slurry water collecting system comprises a filter box, a vacuum device and a clean water tank; the filter box comprises a box body and a stirring and flushing device, wherein the top of the box body is provided with a slurry inlet and a flushing water inlet, the bottom ofthe box body is provided with a bottom flow port, and the side wall of the box body is provided with an overflow port; the bottom flow port and the overflow port are both communicated with a thick slurry discharging device through pipes respectively; a vacuum chamber is formed in the inner bottom of the box body; a filter cloth tray is arranged above the vacuum chamber, and a filter cloth is laidon the filter cloth tray. The stirring and flushing device comprises a driving motor, a stirring rod and a stirring paddle; the top of the stirring rod penetrates through the top of the box body, thestirring paddle is connected to the bottom of the stirring rod, and atomizing nozzles are arranged at the bottom of the stirring paddle at intervals. The vacuum device is communicated with the vacuumchamber through a pipe, the clean water tank is communicated with the vacuum device through a pipe, and clean water can be used as functional water for a desulfurization system, so that the water balance of the desulfurization system is maintained.
Owner:BEIJING GUODIAN LONGYUAN ENVIRONMENTAL ENG

Steel structure plant adapting to terrain

PendingCN110043077AAvoid extensive excavationReduce construction costsBuilding roofsStrutsTerrainSteel plates
The invention discloses a steel structure plant adapting to the terrain. The steel structure plant comprises a first building body constructed in a flat ground area, a second building body constructedin a mountainous area, and a retaining wall arranged on the section of the mountainous area; the first building body comprises a first floor layer arranged in the flat ground area, first-layer vertical columns made of steel, second-layer vertical columns made of steel, and supporting steel plates, and the bottoms of the second-layer vertical columns are welded to the supporting steel plates; first cross beams are fixedly connected between the upper parts of the first-layer vertical columns, and first floors are arranged on the first cross beams; and the second building body comprises a secondfloor layer arranged on the mountainous area and second vertical columns arranged on the second floor layer. Compared with the prior art, the steel structure plant can fully adapt to the terrain, excavation of a large amount of earth is avoided, the construction cost of the plant can be lowered, and the construction period of the plant can be shortened; and in the construction process, a steel structure frame is adopted, thus dust pollution in the construction process is small, and the respiratory tract health of workers can be prevented from being affected.
Owner:福建金启点实业有限公司

A long-distance data transmission system for measurement, launch and control

ActiveCN104216363BReduced risk of errorReduce multiple protocol conversion linksProgramme total factory controlRemote controlControl system
A measurement, launch and control long-distance data transmission system is used for long-distance data communication of the spaceflight measurement, launch and control system. The measurement, launch and control system is divided into back-end and front-end, and the two are connected by optical fiber. The back-end of the measurement, launch and control system is composed of a back-end PLC combination, a central computer, a virtual display computer and an instruction input module. The back-end PLC combination realizes the long-distance communication with the front-end of the measurement, launch and control, receives the switch signal from the central computer and the command input module, and feeds back the status information obtained by the back-end PLC combination to the virtual display computer for display. The front end of the measurement and control system is the front-end PLC combination. On the one hand, it receives control instructions from the back-end PLC combination to control the measured object to complete the corresponding work. On the other hand, it sends the status information of the front-end PLC combination to the back-end PLC combination. The front-end and back-end PLC combination of the measurement, launch and control system realizes front-end and back-end data transmission by building a Controller Link network.
Owner:BEIJING AEROSPACE AUTOMATIC CONTROL RES INST +1

Posttensioning method for pretensioning of heavy prestressed structures

ActiveCN110153330BAvoid the risk of collapseAuxiliary load is easy to realizeThermal dilatationPre stress
The invention discloses a post-tensioning method for pre-tightening a heavy-duty prestressed structure. The post-tensioning method comprises the following steps that 1, a mold is consistent with the final size pre-tightened by a pre-tightening winding structure is manufactured, a tension-free steel wire layer winds the mold, and the steel wire layer ring is taken out from the mold; 2, a steel wirelayer ring is heated so as to enable the steel wire layer ring to be attached to the winding structure to be pre-tightened after thermal expansion, the steel wire layer ring which sleeves the windingstructure to be pre-tightened is continued to be heated, and an auxiliary load is applied to the movable end of the winding structure to be pre-tightened to enable the steel wire layer ring to extend; 3, a cushion block group is placed between the movable end and the fixed end of the winding structure to be pre-tightened; and 4, the steel wire layer ring is cooled, and the pre-tightening of the winding structure to be pre-tightened is completed. The post-tensioning method can be suitable for the general heavy structure, the auxiliary load is easy to achieve, the unbalance loading phenomenon is avoided, and the risk of collapse of the pre-tightening winding structure is avoided.
Owner:KUNSHAN YONGNIAN ADVANCED MFG TECH

Prefabricated double-T plate end connecting structure and construction method thereof

The invention discloses a prefabricated double-T plate end connecting structure and a construction method thereof. The prefabricated double-T plate end connecting structure comprises angle steel connecting a prefabricated beam and a prefabricated double-T plate web, and a bridging connecting plate connecting adjacent flange plates, wherein a round hole and a horizontal long round hole are formed in the two side plate faces of the angle steel correspondingly; the other end of a threaded connecting piece penetrating through connecting holes in the two sides of the bridging connecting plate is positioned in a sleeve in a flange plate interlayer; the sleeve is anchored on a plate piece pre-buried in the flange plate interlayer; an anchoring steel bar pre-buried in the flange plate interlayer is fixed to the plate piece; a first tubular body matched with the round hole of the angle steel is pre-buried in the prefabricated beam; a second tubular body matched with the long round hole of the angle steel is pre-buried in a web interlayer; a first connecting bolt penetrates through the first tubular body; the two ends of the first connecting bolt penetrate through the round holes of the angle steel on the corresponding sides correspondingly and are connected through threaded fasteners; a second connecting bolt penetrates through the second tubular body; and the two ends of the second connecting bolt penetrate through the long round holes of the angle steel on the corresponding sides correspondingly and are connected through threaded fasteners.
Owner:SHANGHAI RES INST OF BUILDING SCI CO LTD +1

Bottom adding device and bottom adding method for in-situ soil removal

The invention relates to a bottom adding device and bottom adding method for in-situ soil removal. The bottom adding device comprises a base and a soil box body transfer device, wherein the base comprises a bottom plate fixing part, a shovel head storage part and a box body transfer device body fixing part, wherein the bottom plate fixing part, the shovel head storage part and the box body transfer device body fixing part are sequentially connected; the soil box body transfer device comprises a body part and a shovel head, wherein the body part comprises a seat body and an ejection module; anejection head of the ejection module is arranged behind the shovel head and is used for ejecting the soil box body on the shovel head when being driven; a fixing part of the ejection module is arranged on the seat body; the seat body of the body part is provided with a positioning block; a positioning groove is formed in the box body transfer device body fixing part of the base and is used for positioning and supporting the positioning block; the shovel head storage part is provided with a rail frame; the shovel head is placed on the rail frame during bottom adding; and the bottom plate fixingpart is provided with a bottom plate support and an edge stop. The bottom adding device and the bottom adding method can effectively pack soil blocks so as to ensure the integrity of the soil blocksin the transfer process.
Owner:BEIJING ACADEMY OF AGRICULTURE & FORESTRY SCIENCES
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