Patents
Literature
Hiro is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Hiro

51results about How to "Stress structure is stable" patented technology

Working arm frame of excavator and excavator

The invention relates to the technical field of a mechanical shovel-like excavator which is special equipment for mining a large-scale open-pit mine, and particularly relates to a working arm frame ofan excavator and the excavator. The working arm frame comprises a lower arm frame, a support rod, an upper arm frame and a top pulley, wherein the lower end of the lower arm frame is hinged to a working platform, the upper end of the lower arm frame is hinged to one end of the support rod, the other end of the support rod is hinged to the top of an A-shaped frame, the lower arm frame, the supportrod and the A-shaped frame form a triangular support structure, the lower end of the upper arm frame is hinged to the upper end of the lower arm frame, the top pulley is arranged on the upper end ofthe upper arm frame, the upper end of the upper arm frame is connected with the top of the A-shaped frame by virtue of a pull rope, and a bucket rod and a pushing device are arranged on the lower armframe. According to the structure, the stressed structure of the working arm frame is optimized, the bending moment of the lower arm frame in the pushing process of the bucket rod is reduced, and theworking performance of the whole machine is improved; the support rod is additionally arranged on the arm frame, so that the possibility that the machine is damaged by the jacking of the working arm frame when a bucket is gnawing at the bottom is avoided.
Owner:TAIYUAN HEAVY IND

Rolling mill

The invention provides a rolling mill. The rolling mill comprises a rack, roller mechanisms and pressing mechanisms. The rack comprises a left archway, a right archway and at least one pair of guide cross beams, wherein the guide cross beams are horizontally connected between the left archway and the right archway. The left archway and the right archway each comprise two stand columns and a connecting cross beam, wherein the two stand columns are arranged oppositely and vertically, and the two ends of the connecting cross beam are detachably connected to the bottoms of the two stand columns correspondingly. The guide cross beams in each pair are arranged between the left archway and the right archway in a front-back symmetry mode, and the two ends of each guide cross beam are detachably connected with the corresponding stand column of the left archway and the corresponding stand column of the right archway correspondingly. Both an upper roller assembly and a lower roller assembly slidably abut against the stand columns. The pressing mechanisms drive the upper roller assembly and the lower roller assembly to slide on the stand columns in a face-to-face mode or oppositely correspondingly, and roller seams are symmetrically decreased or increased through the sliding. According to the rolling mill, a roller system can be disassembled and assembled rapidly, and real-time online symmetrical adjustment of the roller seams is achieved; and since a prestressing mechanism is arranged, on-load pressing can be achieved.
Owner:BEIJING JINGCHENG RUIXINCHANGCAI ENG TECH

Construction method for rapid expanding excavation conversion during sudden change of large-span section of tunnel section

The invention belongs to the field of tunnel engineering, and particularly relates to a construction method for rapid expanding excavation conversion during a sudden change of a large-span section of a tunnel section. The method includes the steps that when the tunnel section enters into a transition section of the abrupt change large-span section, a longitudinal advance pilot tunnel and a longitudinal follow-up pilot tunnel are excavated in sequence, and expanding excavation is conducted towards the arch part of the abrupt change large-span section while the follow-up pilot tunnel is excavated; then 90-degree straight turning expanding excavation is conducted in the direction of a side wall, reserved steps are excavated, an arch frame is annularly lengthened within a longitudinal length range, and arch feet are erected on the reserved steps of a longitudinal side wall; and then a reserved step is excavated in the longitudinal direction of a main tunnel, and primary support of the upper middle portion of the transition section is safely and rapidly completed. Therefore, construction safety is guaranteed, meanwhile, operation space is provided for follow-up large-span section right side upper pilot tunnel construction, and the defects that when a variable section construction method is converted, equipment is difficult to unfold, the construction speed is low, and the safety risk is high are overcome.
Owner:CHINA RAILWAY 20 BUREAU GRP

Offshore wind turbine foundation and grouting construction method thereof

The invention relates to the technical field of electricity generation devices, in particular to an offshore wind turbine foundation comprising grouting assemblies, suction force barrels and a guide pipe frame arranged on the suction force barrels. Each grouting assembly comprises a grouting pipe, a flow distributor and multiple flow distribution pipes which are sequentially connected. Each suction force barrel is provided with a suction force cavity. An opening is formed in the lower end of each suction force cavity. A water drainage opening is formed in the upper end of each suction force cavity. The outlet ends of the flow distribution pipes are arranged on the upper portions of the suction force cavities and are used for conducting grouting towards in the inner portions of the suctionforce cavities. The invention further provides a grouting construction method of the offshore wind turbine foundation, dependence of the wind turbine foundation installation on engineering geology isreduced, the construction effect and the economical performance are improved, the force bearing mode of the suction force barrels is changed, seawater in the suction force barrels is discharged, the effect of sealing the suction force cavities is achieved, a stable force bearing structure is formed below the wind turbine foundation, and stability of the foundation is improved.
Owner:CHINA ENERGY ENG GRP GUANGDONG ELECTRIC POWER DESIGN INST CO LTD

Soil retaining structure suitable for power building built on soft geology

The invention relates to the technical field of power equipment, and particularly discloses a soil retaining structure suitable for a power building built on soft geology. The soil retaining structureis used for shielding backfilled sandy soil on the side surface of the power building. The soil retaining structure comprises a pile foundation reinforcing structure, a soil retaining structure suitable for a power building built on soft geology and a soil retaining wall main body. The pile foundation reinforcing structure comprises a plurality of wood piles and peripheral jet grouting piles which are arranged in a square array, and a central jet grouting pile is arranged at the central position of the square array; the graded sand stone cushion layer is located above the pile foundation reinforcing structure and gradually thickens towards the direction close to the power building; the soil retaining wall main body is composed of cement and steel bars and is located above the graded sandstone cushion layer; and the side, close to the power building, of the soil retaining wall main body is of a vertical surface structure, and the thickness of the soil retaining wall main body is gradually increased from top to bottom. The soil retaining structure is suitable for the power building built on soft geology, and has the advantages of being stable in structure, convenience to transportand the like.
Owner:GUANGDONG POWER GRID CO LTD +1

A single-column flower-shaped tower and its construction method

The invention provides a single stand column flower-shaped tower and a construction method thereof. The lower-shaped tower comprises a tower body, a tower crown connected to the top of the tower body and an overhauling structure connected to the tower crown. The tower crown comprises a first truss disc, a second truss disc and a third truss disc which are connected with the tower body in a sleeving mode. The first truss disc, the second truss disc and the third truss disc are sequentially arranged in a horizontal and spaced mode from bottom to top. A set of first rigid supports are connected in a radial and annular mode in the direction from the first truss disc to the second truss disc, a first inhaul cable is connected between opposite angles of every two adjacent first rigid supports in a shear-fork shape, and a set of second rigid supports are annularly arranged in a vertical plane between the second truss disc and the third truss disc; and a second inhaul cable is connected between opposite angles of every two adjacent second rigid supports in the shear-fork shape. The single stand column flower-shaped tower is simple and stable in structure, the single stand column top truss stress puzzle is greatly solved, and overall stability is achieved; and construction of the single stand column flower-shaped tower is more convenient and faster, and the entirety has more plasticity while it is guaranteed that a tower crown structure is stable in stress.
Owner:CHINA CONSTR SECOND ENG BUREAU LTD +1

Construction method for transverse expanding excavation conversion when tunnel section suddenly changes to large-span section

The invention belongs to the field of tunnel engineering, and particularly relates to a construction method for transverse expanding excavation conversion when a tunnel section suddenly changes to a large-span section. According to the construction method, when the tunnel section enters the transition section of the suddenly-changed large-span section, firstly a preceding pilot tunnel is excavated, and then excavation expands towards the arch part of the suddenly-changed large-span section while excavating a following pilot tunnel; then 90-degree straight turning pilot tunnel expanding excavation is conducted in the side wall direction, during expanding excavation, a portal support is added to serve as temporary protection, and a portal cross beam is installed outside the large-span section contour line in the line direction; and after excavation is conducted to the position of a side wall arch foot of the large-span section, an annular arch frame of the large-span section is erected on the lower side of a portal cross beam at a time. According to the construction method, the portal support is large in operation space, high in safety and convenient to construct, meanwhile, the portal cross beam is arranged on the outer side of a main tunnel primary support arch frame, extension or erection of the main tunnel annular arch frame is not affected, the portal cross beam and upright end wall portal vertical supports at the junction of the two sections can serve as permanent primary supports, and the dismantling workload of the temporary portal is reduced.
Owner:CHINA RAILWAY 20 BUREAU GRP

Finely adjustable fixing device

The invention discloses a finely adjustable fixing device. The finely adjustable fixing device comprises a left plate, a right plate, a left tube and a connecting tube, wherein the left plate and theright plate are separately connected with the left tube and the connecting tube; one end of the left end is inserted into the connecting tube; the left tube is slidably connected with the connecting tube; a clamping hole is formed in the left tube; a connecting body is arranged on the outer surface of the connecting tube; a connector is arranged on the connecting body, and is rotatably connected with the connecting body; a ratchet wheel which is paired with the clamping hole is arranged at the tail end of the connector; the left tube and the connecting tube are limited through the clamping hole and the ratchet wheel; the connector is provided with a guiding groove and a trigger; a sliding part is arranged on the trigger; a sliding part is inserted in the guiding groove; the trigger is slidably connected with the connector through the sliding part and the guiding groove; a finely adjusting slot which is paired with the sliding part is formed in the connector; and a resetting spring which pushes the sliding part into the finely adjusting slot is arranged on the back surface of the trigger. The finely adjustable fixing device is good in safety and easy to operate.
Owner:常州安耐佳金属制品有限公司

Cellular cluster multi-rotor unmanned aerial vehicle structure and control method thereof

The invention relates to a honeycomb cluster multi-rotor unmanned aerial vehicle structure and a control method thereof. The honeycomb cluster multi-rotor unmanned aerial vehicle structure comprises a plurality of unmanned aerial vehicle bodies, a frame is erected on each unmanned aerial vehicle body, the frames are polygonal and surround the outer sides of the unmanned aerial vehicle bodies, and the inner sides of the frames are connected with the unmanned aerial vehicle bodies through connecting rods; the frames are further provided with fixing mechanisms, and the fixing mechanisms are used for enabling the frames to be detachably connected, so that the multiple unmanned aerial vehicle bodies are combined with one another and fly synchronously. When one of the unmanned aerial vehicles fails, the control right and real-time flight data are transferred, and whether the power failure is lower than the power redundancy setting is judged, so that a homeward voyage program is executed or a preset route task is continued. According to the honeycomb cluster multi-rotor unmanned aerial vehicle structure, through mutual superposition of a plurality of individual unmanned aerial vehicles with the same performance, the flight performance is improved, the loading capacity, the endurance time and the error-tolerant rate of a redundant system can be improved, and the research and development cycle and cost are greatly reduced.
Owner:上海千机创新文旅科技集团有限公司

Antirust installation bracket of external unit of air conditioner

The invention discloses an antirust installation bracket of an external unit of an air conditioner. The bracket comprises at least two vertical columns and an installation rack connected between the two vertical columns; the installation rack comprises an upper supporting beam, a lower supporting beam and an installation column, wherein the upper supporting beam is connected to the upper ends of the vertical columns, and the lower supporting beam is perpendicular to the upper supporting beam and is connected to the lower ends of the vertical columns; and an inclined conical surface with the two sides concaved inwards is arranged on the upper surface of the upper supporting beam, a blind drainage ditch is formed in the middle of the upper supporting beam, a drainage channel is formed in the lower supporting beam and communicates with an intersection point of the blind drainage ditch and the drainage channel through a drainage through-hole, a kidney-shaped groove I is formed in the end of the installation column and is connected to an installation plate through a screw, and the installation plate is provided with a kidney-shaped groove II with the same size as the kidney-shaped groove I. According to the bracket, water drainage and rust protection can be effectively realized, and the service life can be prolonged.
Owner:张芹

Noninvasive tibia stretching traction apparatus

The invention discloses a noninvasive tibia stretching traction apparatus, which comprises a clamping tube, wherein a connecting plate is arranged at one end of the clamping tube; mountain-climbing buckles are arranged at two sides of the connecting plate; a first protective layer and a second protective layer are arranged on the inner wall of the clamping pipe; lantern rings are arranged betweenthe first protective layer and the second protective layer; silicone exhaust tubes are arranged on the first protective layer and the second protective layer; the silicone exhaust tubes are arranged in a mode that one ends of the silicone exhaust tubes run through the clamping tube; the clamping tube is of a hollow structure and is provided with an interlayer; a drying agent is contained in the interlayer; air vents are kept in the inner layer of the clamping tube; a fixing device is arranged at the other end of the clamping tube; a fixing ring is arranged on the inner ring surface of each lantern ring; a protective device is arranged on the inner ring surface of each fixing ring; an electric cylinder is arranged on the clamping tube; the electric cylinder is fixedly connected to the clamping tube; a pedal is arranged at the tail end of the electric cylinder; the pedal is in hinged connection to the electric cylinder; and connecting rings, which are matched with the mountain-climbing buckles, are arranged on the pedal. With the application of the noninvasive tibia stretching traction apparatus, foot drop can be prevented; and by virtue of the air vents and the drying agent which are cooperated in use, sweat in legs of a patient can be absorbed conveniently.
Owner:THE FIRST PEOPLES HOSPITAL OF NANTONG

Construction method for leading out turnout extra-large-section tunnel in railway cave

The invention discloses a construction method for leading out a turnout extra-large-section tunnel in a railway cave. The construction method comprises the following steps that 1, an extra-large-section cave auxiliary excavation section is constructed; 2, expanding excavation is conducted on the auxiliary excavation section; 3, grouting is conducted on a middle pipe shed; and 4, the extra-large-section cave is excavated. According to the construction method for leading out the turnout extra-large-section tunnel in the railway cave, construction is flexible and changeable, the applicability is high, and the construction speed is high; by combining the characteristic that the lithology of surrounding rock of the extra-large-section cave is good, a simple middle partition wall method and two large-diameter steel pipe temporary vertical supports are adopted on the upper half section of the extra-large-section cave, and excavation is conducted on the lower half section of the extra-large-section cave through a step method; a double-side-wall equal-large-section shallow-buried and soft rock construction method is replaced, so that a steel arch frame can be smoothly connected from the arch top to the two ends, the stress structure is stable, and enough operation space can be provided for large construction operation equipment; and the defects that according to the double-side-wall equal-large-section shallow-buried and soft rock tunnel excavation construction method, large equipment is difficult to unfold, the construction speed is low, and the safety risk is high are overcome, and the application range of the tunnel step method excavation construction method is expanded.
Owner:CHINA RAILWAY 20 BUREAU GRP

An anti-rust air conditioner external unit mounting bracket

The invention discloses an antirust installation bracket of an external unit of an air conditioner. The bracket comprises at least two vertical columns and an installation rack connected between the two vertical columns; the installation rack comprises an upper supporting beam, a lower supporting beam and an installation column, wherein the upper supporting beam is connected to the upper ends of the vertical columns, and the lower supporting beam is perpendicular to the upper supporting beam and is connected to the lower ends of the vertical columns; and an inclined conical surface with the two sides concaved inwards is arranged on the upper surface of the upper supporting beam, a blind drainage ditch is formed in the middle of the upper supporting beam, a drainage channel is formed in the lower supporting beam and communicates with an intersection point of the blind drainage ditch and the drainage channel through a drainage through-hole, a kidney-shaped groove I is formed in the end of the installation column and is connected to an installation plate through a screw, and the installation plate is provided with a kidney-shaped groove II with the same size as the kidney-shaped groove I. According to the bracket, water drainage and rust protection can be effectively realized, and the service life can be prolonged.
Owner:张芹

Lumbar vertebrae postoperative traction device

The invention discloses a lumbar vertebrae postoperative traction device. The lumbar vertebrae postoperative traction device comprises a waist fixing belt, a chest fixing belt and a connecting rod, wherein a fixing device is arranged on each of the waist fixing belt and the chest fixing belt; a guide rail is arranged on a side face of the connecting rod; a first slider and a second slider are mounted on the guide rail; the first slider is connected with the waist fixing belt through a bolt; the second slider is connected with the chest fixing belt through a bolt; a screw rod is arranged in theguide rail; connecting sheets are arranged at two ends of the screw rod; the connecting sheets are in thread connection with the screw rod; the connecting sheets are fixedly connected with the guiderail; the screw rod is suspended in the guide rail through the connecting sheets; thread holes and perforated holes matched with the screw rod are formed in the first slider and the second slider; theperforated holes are in clearance fit with the screw rod; the screw rod penetrates through the perforated holes; the thread holes and the perforated holes are distributed in a concentric circle manner; the screw rod is provided with a screw rod sleeve. The lumbar vertebrae postoperative traction device is convenient to carry.
Owner:常州朝旭企业服务有限公司

A safe type air conditioner external unit mounting bracket

The invention discloses a safe type mounting support for an air conditioner outdoor unit. The safe type mounting support comprises at least two stand columns and a mounting frame connected between the two stand columns. Each stand column comprises a bottom plate and a side plate, wherein the bottom plate and the side plate are each provided with a plurality of fixing through holes. The mounting frame comprises an upper supporting beam, a lower supporting beam and a mounting column, wherein the upper supporting beam is connected to the upper ends of the stand columns, and the lower supporting beam is perpendicular to the upper supporting beam and connected to the lower ends of the stand columns; the upper surface of the upper supporting beam is a scalene cone with the two sides concaving inwards, and blind drains are formed in the middle of the upper supporting beam; the lower supporting beam is further provided with a drainage groove, and the drainage groove communicates with the intersection of the blind drains through a drainage through hole; a kidney-shaped groove is formed in one end of the mounting column, a guardrail plate is connected to the kidney-shaped groove through screws, and the guardrail plate is provided with a plurality of air conditioner outdoor unit fixing through holes. According to the safe type mounting support, drainage and rust prevention can be effectively achieved, and the service life is prolonged.
Owner:张芹

A mold for shape memory polymer blister

The invention relates to a mold used for plastic suction of shape memory polymers. By adoption of the mold used for plastic suction of the shape memory polymers, the defects that in the prior art, secondary modification cannot be achieved after a plastic shell is cast, and an internal complex structure and a complex variable section cannot be manufactured; the internal structure of a conventional mold is difficult to clean, the wastage and the wear corrosion rate are high, the cost is high due to the fact that reprocessing is not available, and the maintenance cost is high; by adoption of an existing blow molding or mechanical deformation way or other existing ways, the pressure is nonuniform in the mold forming process, the surface smoothness of a manufactured sample is poor, and fracture damage is likely to occur; and an existing mold is simplex in function, can only deform once and cannot deform multiple times based on the temperature gradient according to requirements of users, and the degree of controllability is low are overcome. The mold comprises an upper mold body and a lower mold body, wherein the upper mold body and the lower mold body are buckled together to form a cuboid, and a mold cavity is machined in the cuboid in the length direction. The mold is applied to the field of plastic suction of the shape memory polymers.
Owner:HARBIN INST OF TECH
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products