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38results about How to "Ergonomic improvement" patented technology

Cylinder rapid forming tool

The invention discloses a cylinder rapid forming tool. A knife rest disk is arranged at the lower end of a knife handle, a pair of cutting frames which are arranged on the two sides of a tool rotating center line is arranged on the outer edge of the knife rest disk, and an outer circle cutter blade with a cutting head pointing to the direction of the tool rotating center line is arranged at one end, far away from the knife rest disk, of each cutting frame. Each outer circle cutter blade comprises an outer circle rough cutter blade and an outer circle fine cutter blade, and the outer circle rough cutter blades and the outer circle fine cutter blades are arranged on the cutting frames on the two sides respectively. Fixing grooves are formed in the axial directions of the cutting frames between the knife rest disk and the outer circle cutter blades. An end face cutter blade is arranged between the two fixing grooves of the cutting frames on the two sides. The cylinder rapid forming tool effectively solves the problems that working procedures are numerous, working efficiency is low, production cost is high, and it is difficult to guarantee product quality in the machining process of the outer round face of an irregular workpiece in the prior art, and the tool has the essential advantages of being simple in process, high in working efficiency, low in production cost and good in product quality when being used for machining the outer round face of the irregular workpiece.
Owner:ZHEJIANG GEELY POWERTRAIN CO LTD +3

Sinking type toilet suspension template structure and construction method thereof

The invention relates to the technical field of buildings, in particular to a sinking type toilet suspension template structure and a construction method thereof. Templates of the suspension templatestructure are arranged on the bottom of a floor and two sides of a beam to serve as templates with supporting effect, cement strips are placed on the upper and lower portions of the inner surfaces ofthe templates on the two sides of the beam, wood beams are arrange on the bottom and the top of toilet beam templates, circular-table-shaped prefabricated concrete cushion blocks are arranged on the bottoms of inner side templates of the toilet beam for supporting, waterstop bolts penetrate through the templates on the two sides of the beam, every two steel pipes are in one pair, and are arrangedon the tail ends, exposed on the outer sides of the templates on the two sides, of the waterstop bolts to clamp the tail ends of the waterstop bolts in a clamping manner to fix a keel of the templates, and triangular templates are fixed to the wood beams through iron nails. The sinking type toilet suspension template structure is scientific and reasonable in structure and easy to operate, only thethree-segment type waterstop bolts are needed for fixing, the cement strips and the circular-table-shaped prefabricated concrete cushion blocks are used for supporting, the triangular templates and the wood beams are used for reinforcing, and through the four steps, construction of a toilet suspension template can be finished.
Owner:广西建工第五建筑工程集团有限公司

Method for testing first startup of first machines of pumped storage power stations

The invention discloses a method for testing first startup of first machines of pumped storage power stations. The method includes testing working conditions of water pumps of units; testing power generation working conditions of the units; testing working condition transformation; testing accidental shutdown. The guide vane opening is 17 degrees during tests for the working conditions of the water pumps of the units; guide vanes can quickly pass small guide vane opening zones of 0-5 degrees at the starting speeds of 2 degrees/second when pressures generated by the water pumps reach zero-flow lift and input power, load limiters of speed regulators are switched on by 100%, and accordingly the guide vanes can be opened to reach set opening of 17 degrees for the working conditions of the water pumps; closing law for the guide vanes includes closing total stroke of the guide vanes within 15 s if power sources are suddenly cut off in tests for working condition transformation and tests for accidental shutdown; closing law for water inlet ball valves includes that the valves are closed to reach opening of 20% from the original opening of 100% for the duration of 24.8 s in first sections and are closed to reach opening of 0 from the original opening of 20% for the duration of 37.2 s in second sections. The method has the advantages that economic benefits can be increased, the integral units are difficult to break down and are under good running conditions, the method is short in test cycle and high in work efficiency, and the service lives can be prolonged.
Owner:STATE GRID CORP OF CHINA +2

Knapsack traveling automatic fertilizer spreader

The invention provides a knapsack traveling automatic fertilizer spreader, relating to a machine for spreading fertilizer. A charging basket opening is provided with a basket cover, the bottom part of the charging basket is provided with an underpot internally provided with an upper end part of a feeding pipe which is fixed by a flexible fixator, the feeding pipe is in an L-shaped, and the corner is an arc transition. In addition, related facilities can be added on the fertilizer spreader as follows: the feeding pipe is arranged with a guy ring and a locking ring matched with the guy ring so as to control the switch of the fertilizer spreading; a trough matched with the feeding pipe is arranged below the front part of the charging basket; a filter screen is arranged in the charging basket; the lower end part of the feeding pipe is connected with a manifold; the branch pipe of the manifold is connected with a spray pipe, etc. The design principle of the invention is that granular fertilizer has certain fluidity, and the fertilizer can flow outwards to form a spreading effect under the vibration effect when a person carries the charging bucket on the back. The invention has the beneficial effects of directly spreading on crops, saving power, labor and fertilizer, having good fertilizing effect, simple construction and low cost, and being favor of protecting human bodies; and compared with spreading the fertilizer manually, the invention improves the working efficiency by 3-4 times.
Owner:胡建波

Cylindrical rapid-shaping combined cutter

The invention discloses a cylindrical rapid-shaping combined cutter. The cylindrical rapid-shaping combined cutter comprises a cutter handle which is arranged on the rotating centerline of the cutter, wherein a cutter frame disc is arranged at one end of the cutter handle, a plurality of tool racks which are used for fixedly arranging machining tools are axially arranged at the outer edge of the cutter frame disc, each tool rack comprises a pair of cutting frames which are arranged at the two sides of the rotating centerline of the cutter, excircle cutting knives, of which knife heads are pointed to the direction of the rotating centerline of the cutter, are arranged at one ends, far away from the cutter frame disc, of the cutting frames, fixing grooves are axially formed in the cutting frames between the cutter frame disc and the excircle cutting knives, and chamfer cutters are arranged between the fixing grooves of the cutting frames at two sides. According to the cylindrical rapid-shaping combined cutter, the problems in the prior art that when an excircle surface of an irregular workpiece is machined, the working procedures are many, the work efficiency is low, the production cost is high and the product quality is difficult to guarantee are effectively solved, and the substantial effects of simple process, high work efficiency, low production cost and good product quality are achieved when the excircle surface of the irregular workpiece is machined by adopting the cylindrical rapid-shaping combined cutter.
Owner:ZHEJIANG GEELY POWERTRAIN CO LTD +3

Automatic liquid inlet controlling device used for double distilling equipment and method thereof

The invention provides an automatic liquid inlet controlling device used for double distilling equipment. The automatic liquid inlet controlling device comprises a first liquid level sensor arranged in primary distillation equipment for detecting liquid level of the primary distillation equipment; a secondary liquid level sensor arranged in secondary distillation equipment for detecting the liquid level of the secondary distillation equipment; a water-feeding pump used for sending raw water in water-storage equipment to the primary distillation equipment; a controller respectively connected with the first liquid level sensor, the secondary liquid level sensor and the water-feeding pump, and capable of controlling a work state of the water-feeding pump according to the liquid level in the primary distillation equipment and the liquid level in the secondary distillation equipment. The invention also provides an automatic liquid inlet controlling method used for the double distilling equipment, by performing liquid level detection for the double distilling equipment, a sensor technology is used, the water-feeding pump can be automatically controlled under different modes according to different liquid levels, and dry burning can be effectively avoided.
Owner:浙江全世科技有限公司

Tunnel excavation construction process in water-dispersible extremely soft rock stratum

InactiveCN110159276AReduce adverse effectsReduce the probability of disintegrationUnderground chambersTunnel liningWater dispersibleInstability
The invention discloses a tunnel excavation construction process in a water-dispersible extremely soft rock stratum, and relates to the technical field of underground space of geotechnical engineering. The tunnel excavation construction process in the water-dispersible extremely soft rock stratum specifically comprises a steel mesh, an advanced small pipe, system anchor rods, feet-lock bolts, outer concrete and an inner concrete lining. According to the tunnel excavation construction process in the water-dispersible extremely soft rock stratum, a cantilever roadheader is adopted to excavate atunnel rock mass so as to prevent the adverse influence of blasting vibration on the rock mass, the tunnel excavation construction process in the water-dispersible extremely soft rock stratum has thecharacteristics of high safety, good economy, simple equipment, small disturbance and high work efficiency and can be better applied to the soft rock stratum, an anchoring agent is taken as the grouting slurry of the advanced small pipe and the system anchor rods, the tunnel rock mass can be prevented from softening in water, the probability of rock mass disintegration is effectively reduced, thereliability and safety of the tunnel excavation construction are improved, and the situation that instability of the rock mass is prone to being caused due to the fact that existing tunnel excavationconstruction technology usually uses cement slurry for grouting and a tunnel is constructed by a drilling and blasting method is solved.
Owner:ZHONGCHUAN NO 9 DESIGN & RES INST

Automatic U-shaped groove forming system for factory-like prefabrication

The invention relates to an automatic U-shaped groove forming system for factory-like prefabrication. The automatic U-shaped groove forming system comprises a belt type conveyor, a discharging device, outer die guide transverse beams, a die surface, an inner die, a high-frequency vibrating screen and lifting oil cylinders, wherein the discharging device is fixedly arranged in the middle of the upper side of the belt type conveyor, the outer die guide transverse beams are fixedly and symmetrically arranged on two sides of the position, in front of the discharging device, of the upper side of the belt type conveyor, and the die surface to be processed is placed on the position, between the outer die guide transverse beams on two sides, of the belt type conveyor in a transmission mode; the inner die is fixedly and coaxially arranged behind the discharging device, the high-frequency vibrating screen is arranged on the inner die, and the two lifting oil cylinders are arranged at the upper end of the inner die in a spaced mode. The automatic U-shaped groove forming system has very good market prospect, reduces cost, improves efficiency, and is suitable for factory-like prefabrication having high stability and a high automatic degree, and U-shaped grooves are manufactured with high speed, high work efficiency, low cost and good quality.
Owner:TIANJIN ZEBAO CEMENT PROD

Construction method of piles and drill pipe system special for piles

The invention discloses a construction method of piles and a drill pipe system special for the piles. The construction method includes the steps that (1) system relocation and emplacement are conducted, specifically, the drill pipe system is moved and emplaced to the set pile position; (2) spinning and sinking are conducted, specifically, the drill pipe system is spun and sunk to the set depth; (3) rotary pulling and lifting are conducted, specifically, the drill pipe system is rotatably pulled and lifted to the set height; and (4) the step (2) and the step (3) are repeated until a first pilemeets the set requirements. According to the construction method of the piles and the drill pipe system special for the piles, according to the initial setting time and the hard setting time of cementsoil, the method of pile planting in multiple time periods is adopted, the regulation limit that ordinary composite piles are implanted within 12-hour working is broken, and the timeliness and the work efficiency are improved; and two sets of hydraulic oil cylinders are arranged on the upper part and the lower part of a pile frame of static pressure equipment, the lower set of oil cylinders holdslower section piles, the upper set of hydraulic oil cylinders holds or supports precast piles, and the problem of pile extension of two-section piles and multi-section piles is solved.
Owner:王磊

Underground storage tank structure for liquefied natural gas and construction method thereof

The invention discloses an underground storage tank structure for liquefied natural gas and a construction method thereof. The underground storage tank structure for liquefied natural gas is characterized in that an underground diaphragm wall and a lining wall jointly form an outer tank structure of a prestressed wall, the outer tank structure, an inner tank body and a heat-insulating layer form atank structure of an LNG (liquefied natural gas) underground storage tank, the lining wall is disposed on a bottom plate, the bottom of the lining wall is connected with the underground diaphragm wall through anti-shear connection keys; a vertical settlement joint is arranged between the bottom plate and the underground diaphragm wall; a transverse settlement joint is arranged between the bottomplate and the lining wall; a prestressed wall structure for annular pressure grouting is arranged outside the underground diaphragm wall. The construction method comprises the specific steps of reversely constructing the lining wall along with excavation of soil, constructing the bottom plate, and constructing the inner tank body and the heat-insulating layer. Compared with the prior art, the underground storage tank structure for liquefied natural gas and the construction method thereof have the advantages that safety is high, economy is good, small space is used, working efficiency is high,free settlement under full tank condition can be met, bulging of the inner tank under empty tank condition can also be controlled, and the tank structure cracking problem due to local stress concentration and fatigue cycle is well solved.
Owner:ZHONGCHUAN NO 9 DESIGN & RES INST

Modular rapid construction method for structure-beam steel bar skeleton of deep foundation pit

The invention discloses a modular rapid construction method for a structure-beam steel bar skeleton of a deep foundation pit. The construction method comprises the steps of segment division of the structure-beam steel bar skeleton, prefabrication of the structure-beam steel bar skeleton, hoisting of the structure-beam steel bar skeleton, placing and rotating of the structure-beam steel bar skeleton and connecting of the structure-beam steel bar skeleton. According to the construction method, a three-dimensional real scene model is established by utilizing an BIM technology in combination withthe the actual position relationship of an enclosure structure of the deep foundation pit and a supporting system, the hoisting and assembling process of the structure-beam steel bar skeleton is simulated, segment division is reasonably carried out on the structure-beam steel bar skeleton, and smoothness of hoisting is ensured; and the structure-beam steel bar skeleton can be prefabricated in sections on the ground in advance through a prefabricated jig frame, the main line construction period is not occupied, and rapid construction of the structure-beam steel bar skeleton of the deep foundation pit is achieved. According to the construction method, the problem of slow construction progress of the structure beam in the limited space of the deep foundation pit is effectively solved. The construction method has the characteristics of simple operation, good safety and high work efficiency, and has good social and economic benefits.
Owner:THE SECOND CONSTR OF CTCE GROUP +1

Automatic liquid feeding control device and method for double distillation equipment

The invention provides an automatic liquid inlet controlling device used for double distilling equipment. The automatic liquid inlet controlling device comprises a first liquid level sensor arranged in primary distillation equipment for detecting liquid level of the primary distillation equipment; a secondary liquid level sensor arranged in secondary distillation equipment for detecting the liquid level of the secondary distillation equipment; a water-feeding pump used for sending raw water in water-storage equipment to the primary distillation equipment; a controller respectively connected with the first liquid level sensor, the secondary liquid level sensor and the water-feeding pump, and capable of controlling a work state of the water-feeding pump according to the liquid level in the primary distillation equipment and the liquid level in the secondary distillation equipment. The invention also provides an automatic liquid inlet controlling method used for the double distilling equipment, by performing liquid level detection for the double distilling equipment, a sensor technology is used, the water-feeding pump can be automatically controlled under different modes according to different liquid levels, and dry burning can be effectively avoided.
Owner:中控全世科技(杭州)有限公司

A pile construction method and special drill pipe system

The invention discloses a construction method of piles and a drill pipe system special for the piles. The construction method includes the steps that (1) system relocation and emplacement are conducted, specifically, the drill pipe system is moved and emplaced to the set pile position; (2) spinning and sinking are conducted, specifically, the drill pipe system is spun and sunk to the set depth; (3) rotary pulling and lifting are conducted, specifically, the drill pipe system is rotatably pulled and lifted to the set height; and (4) the step (2) and the step (3) are repeated until a first pilemeets the set requirements. According to the construction method of the piles and the drill pipe system special for the piles, according to the initial setting time and the hard setting time of cementsoil, the method of pile planting in multiple time periods is adopted, the regulation limit that ordinary composite piles are implanted within 12-hour working is broken, and the timeliness and the work efficiency are improved; and two sets of hydraulic oil cylinders are arranged on the upper part and the lower part of a pile frame of static pressure equipment, the lower set of oil cylinders holdslower section piles, the upper set of hydraulic oil cylinders holds or supports precast piles, and the problem of pile extension of two-section piles and multi-section piles is solved.
Owner:王磊

Cylindrical Rapid Prototyping Combined Tool

The invention discloses a cylindrical rapid-shaping combined cutter. The cylindrical rapid-shaping combined cutter comprises a cutter handle which is arranged on the rotating centerline of the cutter, wherein a cutter frame disc is arranged at one end of the cutter handle, a plurality of tool racks which are used for fixedly arranging machining tools are axially arranged at the outer edge of the cutter frame disc, each tool rack comprises a pair of cutting frames which are arranged at the two sides of the rotating centerline of the cutter, excircle cutting knives, of which knife heads are pointed to the direction of the rotating centerline of the cutter, are arranged at one ends, far away from the cutter frame disc, of the cutting frames, fixing grooves are axially formed in the cutting frames between the cutter frame disc and the excircle cutting knives, and chamfer cutters are arranged between the fixing grooves of the cutting frames at two sides. According to the cylindrical rapid-shaping combined cutter, the problems in the prior art that when an excircle surface of an irregular workpiece is machined, the working procedures are many, the work efficiency is low, the production cost is high and the product quality is difficult to guarantee are effectively solved, and the substantial effects of simple process, high work efficiency, low production cost and good product quality are achieved when the excircle surface of the irregular workpiece is machined by adopting the cylindrical rapid-shaping combined cutter.
Owner:ZHEJIANG GEELY POWERTRAIN CO LTD +3

Construction method of assembly and launch in shield tunnel

The invention provides a construction method of assembling and starting in a shield tunnel hole. The problems that for construction of an existing shield method, a design and construction technology is large in control difficulty, and the risk is high can be solved. The method comprises the following steps that a borehole-blasting method is adopted for finishing inclined shaft, branch hole, main line tunnel and assembling and starting hole chamber construction; a transport vehicle conveys a shield cutterhead, a shield body, a counterforce frame, steel inclined struts and the like to the assembling and starting hole chamber through an inclined shaft, and assembling and turnover of the shield cutterhead, assembling of the shield body and manufacturing and splicing of the counterforce frame are finished; with the same method, after-shield matching parts are transported to the assembling and starting hole chamber to be assembled, and are drawn to the main line tunnel to be stored; the after-shield matching parts are connected with the shield body, and whole machine assembling and debugging are finished; and during beginning, pipe segments are conveyed in from the branch holes, after all the after-shield matching parts pass through a crossing opening of the inclined shaft and the main line tunnel, and the pipe segments are conveyed in from the inclined shaft until a shield section is constructed. Construction is convenient, the flow is simple and clear, economic and social benefits are high, and the wide application prospects are achieved.
Owner:中铁二院重庆勘察设计研究院有限责任公司

A modular rapid construction method for deep foundation pit structure beam reinforcement skeleton

The invention discloses a modular rapid construction method for the structural beam reinforcement skeleton of a deep foundation pit, which comprises segmental division of the structural beam reinforcement skeleton, prefabrication of the structural beam reinforcement skeleton, hoisting of the structural beam reinforcement skeleton, lowering and rotation of the structural beam reinforcement skeleton, and construction of the structural beam reinforcement skeleton. Steps such as connection of beam reinforcement skeleton; firstly, the present invention uses BIM technology in combination with the actual positional relationship between the enclosure structure and support system of deep foundation pit to establish a three-dimensional real scene model, simulates the hoisting and assembling process of structural beam reinforcement skeleton, and rationally connects structural beam reinforcement skeleton Segment division ensures smooth hoisting; the prefabricated tire frame can prefabricate the structural beam reinforcement skeleton segmented on the ground in advance, without occupying the construction period of the main line, and realize the rapid construction of the deep foundation pit structural beam reinforcement skeleton. This construction method effectively solves the problem of slow construction progress of structural beams in the limited space of deep foundation pits. The method has the characteristics of simple operation, good safety, and high work efficiency, and has good social and economic benefits.
Owner:THE SECOND CONSTR OF CTCE GROUP +1
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