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133results about How to "Reduce downforce" patented technology

Side slope self-drainage electroosmosis anchor rod and construction method thereof

The invention discloses a side slope self-drainage electroosmosis anchor rod and a construction method thereof, and belongs to the technical field of rock-soil anchoring. The self-drainage electroosmosis anchor rod comprises two electric geotechnical bags, anchors, base plates and a siphon. Hollow tubes are sleeved with the electric geotechnical bags to extend to the bottoms, sleeve valves are fastened to reserved holes in the electric geotechnical bags, and the electric geotechnical bags are strapped to the hollow tubes externally through plastic clamps on the left sides and the right sides of bags. Slurry is solidified and anchored in a stable side slope, and the front sections of the electric geotechnical bags are anchored on the base plates by the anchors. A moisture inductive control switch is buried in soil of the slope surface, a solar battery is disposed outside the slope, and a positive pole, the moisture inductive control switch, the solar battery and a negative pole are sequentially connected in series through wires. A water suction tube is inserted into the hollow tube of the negative pole and is connected with a balance water discharge device on the slope surface through a connection elbow and a water discharge tube. A water inlet of the water suction tube is the same as a water outlet of the balance water discharge device in elevation. The side slope self-drainage electroosmosis anchor is ingenious in structure, has functions of anchoring, water discharging and solidification acceleration and is high in automation degree, and the construction method is simple and convenient.
Owner:LANZHOU UNIVERSITY OF TECHNOLOGY

Rapid and lasting re-greening method for high and steep rocky slope vegetations

InactiveCN111480482AOvercoming easily washed outOvercoming slow greening effectSuperphosphatesHops/wine cultivationEnvironmental resource managementEnvironmental engineering
The invention discloses a rapid and lasting re-greening method for high and steep rocky slope vegetations. The method comprises the following steps: (1) shaping and checking a slope surface, and removing dangerous rocks; (2) paving a protective net along the whole slope surface from top to bottom, fixing the protective net on the slope surface by adopting grouting anchor rods, and arranging transverse and longitudinal ecological belts between the protective net and the slope surface; (3) casting V-shaped planting grooves in situ in the slope surface; (4) spraying a slope matrix layer onto theprotective net, fixing a coconut fiber net on the matrix layer by using U-shaped nails, and spraying and sowing an organic material mixed with grass seeds on the coconut fiber net; and (5) backfillingsoil in the V-shaped planting grooves, and planting vine plants and shrubs. Through the synergistic effect of the ecological belts, the planting grooves and the hanging net spraying and mixing technology, the defects that in a conventional greening technology, a base material is easily scoured, the greening effect is slow, greening is not uniform, and the re-greening effect is difficult to last are overcome, by arranging the planting grooves and the ecological belts, the stability of the side slope is improved, lasting nutrient supply is achieved, and rapid and lasting re-greening of high andsteep rocky slopes can be realized.
Owner:长沙工研院环保有限公司

Tool and method for strengthening friction extrusion of structural member connecting hole

The invention discloses a tool and a method for strengthening friction extrusion of structural member connecting holes, and belongs to the technical field of machining. The friction extrusion strengthening tool comprises three parts of a friction extrusion head, a necking, and a base plate. When the tool is used to strengthen a structural member connecting hole, under the condition of maintaining 0.02-1 mm extruding magnitude of interference between the friction extrusion head and the connecting hole, the friction extrusion head is rotated and is inserted into the connecting hole in uniform speed. After stopping rotation for 2-5 s, the friction extrusion head is pulled out. The rotation speed of the friction extrusion head is 100-1000 rpm, the insertion speed is 0.1-2 mm / s, and pulling-out speed is 0.3-2 mm / s. In the above process, residual compressive stress is formed near the wall surface of the hole, and plastic flow occurs to the material near the wall surface of the hole, and the material has lattice distortion, and dislocation density is increased, so as to realize friction extrusion strengthening on the connecting hole. The tool and the method are mainly used in strengthening of important structural member connecting holes in aviation, aerospace, trains, and ships, and other industries.
Owner:SHENYANG INST OF AUTOMATION - CHINESE ACAD OF SCI

Grinding machine for gear machining

ActiveCN111761444AReduce breakageReduce the chance of flying out accidentsEdge grinding machinesGrinding drivesGear wheelElectric machinery
The invention relates to the field of gear machining, in particular to a grinding machine for gear machining. The grinding machine comprises a base, wherein a first motor, and a rotating seat driven by the first motor to rotate are arranged on the base, a swing arm is rotationally connected to the base through a first hinge shaft, a second motor and a grinding wheel driven by the second motor to rotate are arranged on the swing arm, a detection mechanism for detecting the tooth position of a gear workpiece are arranged on the base, an elastic mechanism are further arranged on the base, and theelastic mechanism is connected with the swing arm; and when the detection mechanism detects that the grinding wheel is located at the position where the bottom of a tooth groove of the gear workpieceenters a tooth root part, the elastic mechanism applies force to the swing arm to enable the pressure acting on the gear workpiece by the grinding wheel to be reduced. The grinding wheel of the grinding machine locally relieves the downward pressure at the position where the bottom of the tooth groove enters the tooth root part, so that the grinding wheel is not prone to clamp at the position, and the accident probability of the grinding wheel breakage is reduced; and after the rotating speed of the first motor is increased, the grinding efficiency of the gear workpiece can be improved, and after the rotating speed of the first motor changes, the grinding machine can still play a role in reducing the accident probability.
Owner:浙江三欢齿轮有限公司

Energy dissipation and seismic mitigation type landslide pile-anchor supporting system suitable for strong earthquake area

The invention relates to an energy dissipation and seismic mitigation type landslide pile-anchor supporting system suitable for a strong earthquake area. The energy dissipation and seismic mitigationtype landslide pile-anchor supporting system suitable for the strong earthquake area comprises an anchor cable anti-slide pile; the anchor cable anti-slide pile is composed of an anti-slide pile body,an anchor cable free section and an anchor cable anchoring section; and the anti-slide piles are anchored in a stable rock-soil body; the energy dissipation and seismic mitigation type landslide pile-anchor supporting system suitable for the strong earthquake area further comprises an energy dissipation and seismic mitigation device and a seismic mitigation material layer; the anchor cable free section and the pile top of the anti-slide pile are connected together through an energy dissipation and seismic mitigation device; the seismic mitigation material layer is arranged between the anti-slide pile and a slide body, and the anchor cable anchoring section and the deep stable rock-soil body are bonded into a whole through a drill hole. Compared with the prior art, the energy dissipation and seismic mitigation type landslide pile-anchor supporting system suitable for the strong earthquake area has the advantages that under the earthquake action, through reciprocating deformation of a high-strength compression spring and high-strength U-shaped steel, the energy of earthquake motion is consumed, the allowable deformation of the anchor cable free section is improved, the stress concentration of the anchor head part can be effectively reduced, the anchor head is prevented from losing efficacy, and the rock-soil body and the anchor cable are allowed to deform greatly under the earthquake load.
Owner:TONGJI UNIV

Interception diversion anchoring slab-pile wall and design method thereof

The invention relates to the technical field of landslide prevention and control, in particular to an interception diversion anchoring slab-pile wall and a design method thereof. The interception diversion anchoring slab-pile wall comprises multiple permeable piles, multiple interception walls arranged among the permeable piles and anchoring structures connected with the permeable piles. The interception diversion anchoring slab-pile wall can play an effect of supporting and retaining a deep-layer large-scale landslide, can also timely intercept and drain away underground surface water in a landslide mass, timely remove rock and earth mass pore water pressure, effectively lower rock and earth dead load, reduce rock and earth mass strength loss, particularly sliding surface strength loss, improve the anti-shearing strength of the rock and earth mass, prevent underground water from being infiltrated into a lower-level slip mass, is beneficial to stabilization of the lower-level slip massor even the entire slip mass, directly lower the sliding force of the earth mass behind the slab-pile wall, and improve the anti-slip capability of the sliding surface. In this way, in the design, the sectional dimension of the permeable piles can be reduced, the construction cost can be reduced, and the engineering economy benefit can be increased.
Owner:INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI +1

Flexible assembly device and method for mounting clutch on transmission

The invention relates to a flexible assembly device and a method for mounting a clutch on a transmission. The flexible assembly device comprises a top plate, guide columns, springs, a fixed plate anda floating mechanism. The floating mechanism comprises a floating plate and a clamping jaw assembly. A mounting position for being connected with a manipulator is arranged on the top plate. The guidecolumns are correspondingly connected to the two ends of the top plate and located below the top plate. The floating plate is connected with the guide columns, and the floating plate can slide up anddown along the guide columns. The fixed plate is connected to the lower ends of the guide columns. Each guide column is sleeved with a spring, and the springs are arranged between the fixed plate andthe floating plate. The clamping jaw assembly is connected to the lower portion of the floating plate. The clamping jaw assembly is used for clamping a workpiece. When the manipulator controls the whole flexible assembly device to be pressed down, the springs apply springback force to the floating plate, so that most of the downforce can be offset and the workpiece cannot be crushed. Therefore, bythe adoption of the flexible assembly device and the method for mounting the clutch on the transmission, the mounting difficulty of the clutch on the transmission can be lowered effectively, and themounting efficiency is improved.
Owner:HONDA AUTO PARTS MFG CO LTD

PCB buffering and locating hot-pressing fixture

The invention discloses a PCB buffering and locating hot-pressing fixture. The PCB buffering and locating hot-pressing fixture comprises a hot-pressing table and an air cylinder, and is characterized in that a carrier plate is arranged on the top of the hot-pressing table, a rack is arranged above the hot-pressing table, guide pillars are arranged between the rack and the hot-pressing table, the air cylinder is arranged in the rack, the bottom of an air cylinder rod of the air cylinder is connected with a pressing plate, the pressing plate penetrates through the guide pillars, a buffering backing plate is arranged at the bottom of the pressing plate, a heating plate is arranged below the buffering backing plate, heating sheets are arranged in the heating plate, locating pins are arranged on two sides of the bottom of the pressing plate respectively, two locating bases are correspondingly arranged on the hot-pressing table, and blind holes are formed in the locating bases. According to the PCB buffering and locating hot-pressing fixture, the problems that a PCB can be pressed to damage easily by the pressing plate in the pressing process of the pressing plate because the speed is too high, and the pressing plate can not be aligned to a heating point well because a hot-pressing device is not provided with a locating system are solved; the PCB buffering and locating hot-pressing fixture is fast in location, and can guarantee correctness of machining positions and protect a hot-pressing plate.
Owner:KUSN MAIZHI FIXTURE TECH

Landslide foundation treatment embankment structure and construction method

The invention relates to a landslide foundation treatment embankment structure. The structure comprises a bed rock, a soft sliding layer, a foundation layer, embankment filling, anti-sliding piles, aloading berm, vertical water draining pipes and transverse water draining pipes. The weak sliding layer is mounted above the bed rock, the foundation layer is mounted above the weak sliding layer, a water cutting curtain is mounted on the top of a landslide, a catchwater is mounted on the top of the water cutting curtain, the vertical water draining pipes and the transverse water draining pipes are arranged in a landslide foundation, and are arranged in a row manner, the vertical water draining pipes are arranged vertically, the bottom ends of the vertical water draining pipes are embedded into the bed rock by a certain depth, outlets in the top ends of the vertical water draining pipes extend out of the foundation layer and are embedded in to a broken stone layer, the transverse water draining pipes are horizontal or outlets are inclined downwards by a certain angle, and the transverse water draining pipes are not embedded into the bed rock. The structure has the beneficial effects that through adoption of the water cutting, soft layer water draining, sliding resistance, load reducing and back pressure integrated treatment landslide foundation, the embankment structure is built, anti-sliding capacity of the landslide foundation embankment can be greatly improved.
Owner:ZHEJIANG UNIV CITY COLLEGE
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