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66results about How to "Exacerbated damage" patented technology

Powder ridge machine with underneath type main transmission mechanism

The invention provides a powder ridge machine with an underneath type main transmission mechanism and relates to farming machinery. The powder ridge machine comprises a sealed box body, a plurality of rotary cultivation tools, a main transmission mechanism and a secondary transmission mechanism, wherein the main transmission mechanism comprises a power input shaft, a driving conical gear mounted on a power input shaft and a driven conical gear engaged with the driving conical gear; the secondary transmission mechanism comprises a plurality of rotary cultivation shafts and inert wheel shafts; a cylindrical gear is mounted on the upper part of each rotary cultivation shaft and the bottom end of each rotary cultivation shaft stretches out of the sealed box body to be connected with the rotary cultivation tools to form a whole body; the tops of the inert wheel shafts are respectively staggered with the rotary cultivation shafts and are mounted on the sealed box body and inert wheels are mounted at the bottom ends of the inert wheel shafts; the main transmission mechanism is in an underneath type structure, namely the driven conical gear of the main transmission mechanism is mounted on the lower part of the rotary cultivation shaft in the middle; a spiral tillage plough share of each rotary cultivation tool is in a leftward rotation shape. According to the powder ridge machine with the underneath type main transmission mechanism, the damage to a bearing and a bearing cover can be reduced and the service life can be prolonged; the powder ridge machine with the underneath type main transmission mechanism has the characteristics of reliable transmission, simple structure and low cost and is good for popularization and application.
Owner:GUANGXI UNIVERSITY OF TECHNOLOGY

Rock burst/rock explosion analog simulation energy storage-time tank device

A rock burst/rock explosion analog simulation energy storage-time tank device belongs to the technical field of geotechnical engineering. By adopting the device, the study on the mechanism of rock burst/rock explosion can have breakthrough, the characteristics of energy and time factors which cause the rock burst are considered, and an elastic energy accumulating process can be recorded, and the time required by elastic energy releasing can be recorded. The lower ends of four long rigid rods and four short rigid rods of an extensometer are respectively connected with a strain gage, the lower ends of the four long rigid rods and the lower ends of the four short rigid rods of the extensometer are respectively fixed into an extensometer placement tank of a lower rigid pressing plate, the upper ends of the four long rigid rods of the extensometer are in contact with a 45-degree chuck arranged at the lower end of the upper rigid pressing plate; screw holes of the side wall of the four short rigid rods of the extensometer are in threaded connection with screws; an upper energy storage-time tank and a lower energy storage-time tank are respectively connected with an upper pressure sensor and a lower pressure sensor, and the upper pressure sensor and the lower pressure sensor are respectively connected with piston rods of an upper load cylinder and a lower load cylinder. The device is used for rock burst/ rock explosion analog simulation experiments.
Owner:HEILONGJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY

Novel composite maintaining method of hinged joint of bridge

ActiveCN102337728ATroubleshoot technical issues with setupStructural solutionBridge erection/assemblyBridge strengtheningJoint damageBridge deck
The invention relates to a novel composite maintaining method of a hinged joint damage of a bridge. The method is characterized in that (1) a broken asphalt layer and cement paved layer on both sides of a hinged joint of a bridge to be maintained are chipped away, the broken concrete in a plate-girder chamfer is chipped away; (2) plastic foam and adhesive tapes are used for sealing the gaps at the bottom of the plate-girder chamfer; (3) a foldable reinforcement cage is arranged in the chamfer at the plate-girder hinged joint; (4) reinforcing steel bars on the upper part of the foldable reinforcement cage, reinforcing steel bars laid on the previous bridge deck and added reinforced nets are in electric soldering connection; (5) quick concrete is cast at the chamfer of the plate-girder hinged joint and the paved layer of the bridge deck; (6) the quick concrete is maintained; and (7) elastic concrete is paved and compacted on the quick concrete after the quick concrete reaches a specific strength, and the pavement can be opened. The maintaining method has the advantages that the structure problem is solved, the bridge decks are connected into a whole and integrally stressed, the maintenance is quick, and the traffic is little influenced.
Owner:上海申继交通科技有限公司 +2

Vibration reduction device of mechanical equipment

The invention discloses a vibration reduction device of mechanical equipment. Top bases are fixedly welded to the four corners of the bottom of a supporting base correspondingly, stable supports are arranged below the lower parts of the bottoms of the top bases, the top bases and the stable supports are fixedly connected through vibration reduction springs, vibration reduction air cylinders are fixedly connected to the middles of the top ends of the stable supports, and vibration reduction plug rods are installed at the positions, corresponding to the vibration reduction air cylinders, of themiddles of the bottom ends of the top bases. According to the vibration reduction device, through the top bases, the stable supports, the vibration reduction springs, the vibration reduction air cylinders and the vibration reduction plug rods, traditional vibration reduction springs are combined with the vibration reduction air cylinders and the vibration reduction plug rods for use, so that the vibration reduction effect of the supporting base in the vertical direction is further improved through the vibration reduction air cylinders and the vibration reduction plug rods during vibration reduction of the vibration reduction springs, meanwhile, a protective cover and an elastic band can shield and protect the outer sides of the vibration reduction springs, the vibration reduction air cylinders and the vibration reduction plug rods, and the vibration reduction springs, the vibration reduction air cylinders and the vibration reduction plug rods are prevented from being damaged by external environment factors.
Owner:唐联

Railway track temporary supporting structure and construction method thereof

The invention discloses a railway track temporary supporting structure which comprises a plurality of fulcrum piles, the fulcrum piles are vertically arranged between an existing railway track and a newly-built tunnel, and the fulcrum piles are evenly arranged along the existing railway track at intervals. The longitudinal supporting beams are horizontally arranged at the upper parts of the fulcrum piles and are arranged in parallel along the direction of the existing railway track; transverse supporting beams are arranged at the intersection points of the fulcrum piles and the longitudinal supporting beams and arranged between the fulcrum piles and the longitudinal supporting beams. A plurality of transverse distribution beams are arranged between every two adjacent transverse supportingbeams; the fulcrum piles, the longitudinal supporting beams, the transverse supporting beams and the transverse distribution beams are combined to form an overhead stress structure; load of the existing railway track is transmitted to the overhead stress structure, settlement of the existing railway track is effectively reduced, the temporary supporting structure is removed after a newly-built tunnel penetrates through an existing railway track section in construction, beneficial construction conditions are provided for tunnel construction, and safety, stability and durability of the existingrailway track are guaranteed.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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