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265results about How to "Large adjustment space" patented technology

Square steel confined concrete arch center wall back filling bolting-grouting support system and construction method

The invention discloses a square steel confined concrete arch center wall back filling bolting-grouting support system and a construction method. The square steel confined concrete arch center wall back filling bolting-grouting support system comprises high-strength anchor rods, grouting anchor rods, grouting anchor cables and multiple square steel confined concrete arch centers, wherein adjacent square steel confined concrete arch centers are connected through longitudinal beams, anchor rod holes are formed in the longitudinal beams, longitudinal beam anchor rods penetrate the longitudinal beams through the anchor rod holes to be anchored into a surrounding rock, a wall back filling layer is arranged between the square steel confined concrete arch centers and the surrounding rock, and the square steel confined concrete arch centers, the wall back filling layer and the tunnel surrounding rock are connected through the longitudinal beam anchor rods. The high-strength anchor rods, the grouting anchor rods and the grouting anchor cables are constructed before the square steel confined concrete arch centers are erected. The square steel confined concrete arch center wall back filling bolting-grouting support system and the construction method are applicable to supporting of underground projects including weak broken surrounding rock tunnels and the like, the square steel confined concrete arch center wall back filling bolting-grouting support system has the advantages of being high in strength, good in stability, reasonable in stress and the like, and the square steel confined concrete arch center wall back filling bolting-grouting support system and the construction method can effectively improve the primary supporting strength after tunnel excavation and ensure the stability of the tunnel surrounding rock.
Owner:SHANDONG UNIV

Semi-rigid abnormal beam anchor cable truss roadway supporting system

The invention relates to a semi-rigid abnormal beam anchor cable truss roadway supporting system. A metal net is paved on the surface of a roadway, a semi-rigid abnormal beam anchor cable truss is arranged at a coal-rock roof or a roadway side, the semi-rigid abnormal beam anchor cable truss is formed by abnormal beams with semi-rigid nodes and anchor cables or anchor rods, and each abnormal beam is provided with a plurality of anchor cables or anchor rods; the anchor cables and anchor rods are anchored into a rock layer by passing through the abnormal beams and the metal net and apply a prestress to form an extrusion and annular protection function on surrounding rocks; and outer anchor ends of the anchor cables and anchor rods are provided with trays and locks, the trays and the locks make the end heads of the anchor cables or anchor rods tightly matched with the abnormal beams. The invention has the advantages that: (1), the protective surface area is large, the rigidity is high, stability is not easy to loss, and the integrality of the supporting system is ensured; (2), a steel material is saved, the cost is reduced, and the efficiency is increased; (3), the strength is high, and the regulation space of the whole supporting performance is large; and (4) the semi-rigid nodes can play a role of better flexible yield, and the stability and the safety of the whole supporting system are ensured.
Owner:SHANDONG UNIV

Yielding type special-shaped beam anchor rope truss roadway support system

The invention relates to a yielding type special-shaped beam anchor rope truss roadway support system. A metal net is laid on the surface of the roadway. A yielding type special-shaped beam anchor rope truss is arranged on the coal rock roof or roadside. The yielding type special-shaped beam anchor rope truss comprises special-shaped beams, a yielding device and anchor ropes or anchor rods, wherein each special-shaped beam is provided with a plurality of anchor ropes or anchor rods; the anchor ropes or anchor rods penetrate through the special-shaped beams and the metal net and are anchored into rock layers; and outer anchoring ends of the anchor ropes and anchor rods are provided with the yielding device and a tray for letting the end tips of the anchor ropes and anchor rods to be in contact with the special-shaped beams and exerting yielding action. The yielding type special-shaped beam anchor rope truss roadway support system has the advantages of large surface protecting area and high rigidity and is not easy to become unstable; steel is saved, cost is reduced, and efficiency is improved; strength is high, the performance adjustment space of an entire support is great; and the yielding device plays the action of effective yielding, and coupling yielding support ensures the stability and safety of the entire support system.
Owner:SHANDONG UNIV

Method for determining distributed process parameters of laser peening forming complex curved surface

The invention provides a method for determining distributed process parameters of a laser peening forming complex curved surface. The method comprises the following steps: establishing a function relationship between a deflection curved surface and an intrinsic moment based on plate shell mechanics, and establishing an optimization model based on partial differential equation constraint by takinga distributed intrinsic moment function as a design variable; according to a curved surface parameter equation or a curved surface coordinate of the workpiece, dispersing a target curved surface, selecting an appropriate optimization algorithm to solve an optimization model, and calculating a distributed natural moment; dividing into a plurality of isoparametric areas convenient for process operation according to the size of the distributed natural moment, and determining a laser peening forming scanning scheme in each area; and establishing a process database corresponding to process parameters and inherent moments through experiments, determining the experiment process parameters, and determining the optimal distributed process parameters in combination with the requirements of residualstress. The method for determining the complex curved surface forming technological parameters is established on the basis of the elastic plate shell theory, and high efficiency and precision are achieved.
Owner:SHANGHAI JIAO TONG UNIV

Automatic slag removal structure of biomass particle fireplace

The invention provides an automatic slag removal structure of a biomass particle fireplace. The automatic slag removal structure comprises a combustion pool, a slag removal ventilation device and a power mechanism, wherein a plurality of rows of groove-shaped air vents are formed in the bottom of the combustion pool; the slag removal ventilation device comprises a rotary shaft as well as slag removal tooth sheets and ventilation tooth sheets which are installed on the rotary shaft at intervals, and retaining rings are arranged between the slag removal tooth sheets and the ventilation tooth sheets in a cushioning manner so that the slag removal tooth sheets and the ventilation tooth sheets are inserted in the groove-shaped air vents at intervals and in a staggered manner; a speed reduction motor drives the rotary shaft to carry out reciprocating swing motion through a crank-link mechanism; and included angles are arranged between the slag removal tooth sheets and the ventilation tooth sheets in a manner of corresponding to the groove-shaped air vents, and the swing range of the slag removal tooth sheets and the swing range of the ventilation tooth sheets cover the length of the whole groove-shaped air vents during a swing process. The speed reduction motor drives the rotary shaft to rotate to drive the slag removal tooth sheets to swing, slags are crushed and discharged from the groove-shaped air vents, the groove-shaped air vents are dredged, and the ventilation tooth sheets are mainly used for dredging the groove-shaped air vents which the slag removal tooth sheets cannot arrive at, so that the purposes of slag removal and ventilation in a combustion chamber are achieved.
Owner:HENAN SHENHOU IND CO LTD

Special material for injection grade non-halogen flame-retardant wire plug and preparation method thereof

The invention discloses special material and preparation method for injection molding level halogen-free flame retardation wire plug. The special material adopts elastic body and polyolefin resin as base material with expansion type flame retardant, flame retarding synergist, compatilizer, antioxidant and processing agent added. After intensive mixing, the special material is obtained through extrusion and pelleting by a BUSS mixing roll with autoweighing blanking device. The method has good mixing effect, stable compounding formula and high processing efficiency and the particles prepared via the method have even size and bright appearance. The flame retardation rating of produces prepared via the method reaches UL94V-0 level, the tiptop fusion index reaches 55g/10min, and Shore hardness is from 65A to 95A in case of qualified flame retardation level and high fusion index. The composite material provided by the invention is environmental-friendly material which completely meets current international environmental requirements on halogen-free material. The material which not only has good flame retardation performance and flowing property but also enables smooth surface and good felt of products is suitable for manufacturing various injection molding level wire plugs with high flame retardation requirements.
Owner:SHANGHAI KINGFA SCI & TECH +1

Double-lever stretching creep device with continuously adjustable load and test method thereof

The invention relates to a double-lever stretching creep device with a continuously adjustable load and a test method thereof. The device comprises a fixed steel frame, a main load bearing lever, a main load bearing support, an auxiliary load bearing lever, an auxiliary support, a protection device, a constant-load balance weight device, a slidable balance weight device, an adjustable connecting device, a concrete test piece device and a load sensor. The lower ends of the main load bearing support and the auxiliary support are fixedly connected to the fixed steel frame. The main load bearing lever is connected with the main load bearing support by a main bearing; and the auxiliary load bearing lever is connected with the auxiliary support by the main bearing. One end of the main load bearing lever is connected with the fixed steel frame by the concrete test piece device; and the other end of the main load bearing lever is connected with the auxiliary load bearing lever by the adjustable connecting device. According to the r stretching creep device, the gravity load is increased by the double levers and the load amplification factor not lower than a ratio of 10 to 1 can be realized.The whole stretching creep device and scheme are simple and are easy to operate; and the safety and reliability are high.
Owner:SOUTHEAST UNIV

Large-size and thickness-changing revolved body precast body and manufacturing method thereof

ActiveCN108004650AOvercome the problem of not being able to weave rotor preforms with a diameter exceeding 500mmUnlimited diameterWoven fabricsEngineeringLarge size
The invention discloses a large-size and thickness-changing revolved body precast body. The wall thicknesses of the large-size and thickness-changing revolved body precast body change continuously inthe axial direction, the thickness-changing revolved body precast body is formed by winding multiple layers of a thickness-changing precast body which is three-dimensional laminated structural fabric,and the weft direction of the thickness-changing precast body and the central axis of the thickness-changing revolved body precast body are located in the same plane. The invention further disclosesa manufacturing method of the revolved body precast body. The method comprises the steps of 1, determining size parameters of the thickness-changing revolved body precast body to be produced; 2, determining even layering number of the thickness-changing revolved body precast body to be produced, and determining size parameters of the thickness-changing precast body according to the size parametersof the thickness-changing revolved body precast body; 3, weaving the thickness-changing precast body on a weaving machine and completing weaving; 4, winding the thickness-changing precast body on a revolved body core mould continuously to obtain the thickness-changing revolved body precast body. The large-size and thickness-changing revolved body precast body and the manufacturing method thereofhave the advantages that manufacturing is continuous, efficiency is high, and the diameter of the thickness-changing revolved body is not limited.
Owner:NANJING FIBERGLASS RES & DESIGN INST CO LTD

Crawler belt tensioning mechanism of crawler belt tractor

The invention discloses a crawler belt tensioning mechanism of a crawler belt tractor. The mechanism includes a drive wheel and a driven wheel, the outer parts of the drive wheel and the driven wheelare sleeved with crawler belts, a plurality of thrust wheels are arranged between the drive wheel and the driven wheel, the two sides of the drive wheel and the two sides of the driven wheel are fixedly connected through two blocking plates, and the two ends of one side of each blocking plate are symmetrically provided with pairs of bolt holes. Through guide wheels arranged on a first rotating shaft in a sleeving mode, when the crawler belt needs to be tensioned, the height of a switch regulating electric hydraulic rod is controlled through an electric hydraulic rod arranged on the control panel, the tensioning degree of the crawler belt is thus adjusted, and it is convenient for people to operate the mechanism. The two guide wheels are arranged, when one of the two guide wheels is damaged, the other one of the two guide wheels can continuously tension the crawler belt, through the bolt holes formed in the different positions on the blocking plates, the height of a first fixing block can be adjusted, the regulation space of the electric hydraulic rod is thus increased, and the tensioning operation is easily conducted.
Owner:HUNAN NONGFU ELECTROMECHANICAL

Wind power sea water desalination integrated system and method for isolated grid

The invention provides a wind power sea water desalination integrated system for an isolated grid. The wind power sea water desalination integrated system comprises a power system, a control integrated system and a sea water desalination system. The power system supplies power to sea water desalination devices by optimized dispatching of the control integrated system. The control integrated system is used for controlling the power system. The power system comprises wind turbine generators, at least one energy storage system and diesel generators. The control integrated system is used for controlling the power system. The sea water desalination system comprises the sea water desalination devices. The wind turbine generators, the energy storage systems, the generators and the sea water desalination devices are connected to the micro-grid in parallel. The system solves the problem that energy consumption of traditional sea water desalination industry is high, and the technical problems that an existing sea water desalination device adopting wind power energy needs to use a large number of storage batteries, electricity energy loss is high, maintenance is difficult and cost is high.
Owner:JIANGSU FENGHAI NEW ENERGY SEA WATER DESALINIZATION DEV
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