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62results about How to "Reduce the impact of force" patented technology

Method for hoisting grid structure and constructing roofing enclosure

The invention discloses a method for hoisting a net rack structure and constructing a roofing enclosure, comprising the following steps: (1) carrying out the integral ground splicing construction of a steel structural net rack and a steel structural truss according to the conventional construction process; (2) installing a main purlin and a secondary purlin of the roofing enclosure; (3) paving roofing bottom-layer profiling steel plates on positions except for a reserved ventilation opening and a base plate at a side span position; (4) integrally hoisting the steel structural net rack and the steel structural truss, and then installing and fixing the same; and (5) paving the roofing bottom-layer profiling steel plates on the reserved ventilation opening and the side span position. The invention only needs to install safe separation nets, protective barriers and lifelines in areas of the bottom and the circumference of a roofing daylighting band, which are not paved with the roofing base plates; and in addition, compared with an original construction process which needs to fully install the safe separation nets, the protective barriers and the lifelines under a steel structure, the invention greatly saves the input amount of safety protection facilities.
Owner:SHANGHAI CONSTR NO 1 GRP

Hoop type tool suspender device for changing steel pipe truss concrete arch bridge suspender

The invention discloses a hoop type tool suspender device for changing a steel pipe truss concrete arch bridge suspender. The device comprises an upper cross beam, a tensioning-end anchorage, upper and lower temporary ropes, a conversion beam, a fixing-end anchorage, a lower joist and a hoop type arch crown anchoring antiskid system consisting of a bolt, a lifting belt, an anchoring hoop, a leveling steel box, an upper cross beam, an antiskid rope and an antiskid hoop, wherein one end of the anchoring hoop is anchored on a steel pipe truss arch ring by the bolt and the lifting belt through a winding way; one end of the antiskid rope is fixedly connected with the bottom of the anchoring hoop, and the other end is fixedly connected with the bottom of the antiskid hoop; and the antiskid hoop and the anchoring hoop are connected through a steel strand or a rigid pull rod. When the device is used for changing the suspender, with the hoop type anchoring antiskid system arranged on the arch, the upper temporary rope is connected with a bridge floor conversion beam, the lower joist is arranged below the lifting rod cross beam, the lower temporary rope is connected with the bridge floor conversion beam, and a jack on the bridge floor conversion beam is tensioned to realize conversion of the suspender force; and moreover, the structure is simple, and the manufacturing and construction cost is low.
Owner:LIUZHOU OVM ENG

Orthotropic steel bridge deck structure with HRP cover plate

The invention provides an orthotropic steel bridge deck structure with an HRP cover plate. The orthotropic steel bridge deck structure comprises a hot-rolled ribbed cover plate, a plurality of longitudinal stiffened ribs and transverse ribs. The HRP cover plate has the characteristics of good integrity and high rigidity. The connection part between a plane plate and ribs adopts an arc-shaped gradual transition to effectively avoid the problem of excessive local stress on a steel bridge deck under the action of concentrated wheel loads. Welding seams are arranged on the positions, where the stress amplitude is relatively small, of web plates of longitudinal ribs, and the welding process is changed from single-side partial penetration welding to butt-joint complete penetration welding so asto effectively improve the anti-fatigue performance of the steel bridge deck. The orthotropic steel bridge deck structure with the HRP cover plate has the advantages of simple structure, reasonable stress, high durability, convenient maintenance and reinforcement and wide application prospects in the field of steel-structure and composite-structure bridge engineering.
Owner:CHONGQING UNIV

Device for replacing traction friction type anchoring hanger rod and method for replacing steel tube arch bridge hanger rod by using device

The invention discloses a device for replacing a traction friction type anchoring hanger rod. The device comprises a fixed end anchoring tool, a stretching end anchoring tool, an upper transfer girder, upper and lower steel strands, a lower supporting beam, and a traction friction anchored type arch top anchoring skid resisting system which is mounted on an arch of an arch bridge, wherein the arch top anchoring skid resisting system comprises a friction anchoring device I consisting of two groups of upper and lower riding type clamping devices I and two pull rods I, and a friction anchoring device II consisting of two upper and lower riding type clamping devices II and two pull rods II; the two ends of a pulling cable are respectively anchored on the upper riding type clamping devices I or the upper riding type clamping devices II; a pulling jack is driven to stretch the pulling cable to realize skid resistance of the traction type arch top friction anchoring skid resisting system; four rotary lifting tools for levelling are respectively positioned at the two ends of the two upper riding type clamping devices I and the two upper riding type clamping devices II and rotate through pin shafts so as to adaptively realize levelling of the lifting tools; according to the device, small influences are caused to stress of an original structure during a cable force transfer process of hanger rod replacing; convenience is provided for standard construction; high work efficiency is realized.
Owner:LIUZHOU OVM ENG

Drag-link mechanism of injection molding machine

ActiveCN103660143AAvoid or reduce bendingReduce the impact of forceSurface stressEngineering
A drag-link mechanism of an injection molding machine comprises an injection molding machine head template, a drag link and a nut, wherein the drag link penetrates through the head template and is fixed by the nut; the drag link comprises a threaded section and a supporting shaft section; the nut comprises an internal thread and a supporting sleeve section; and when a threaded section formed when the nut and the drag link are fixed is screwed up, the supporting shaft section and the supporting sleeve section are in clearance fit to form a supporting section. According to the drag-link mechanism, the threaded section of the drag link is protected through the radial constraint applied by the supporting sleeve section of the nut to the supporting shaft section of the drag link, so that bending of the threaded section of the drag link is prevented; in addition, by the aid of positioned matching of the supporting sleeve section and a supporting shaft, the bending of the threaded section of the drag link is protected obviously. Besides, by the aid of positioned matching of an opening supporting sleeve of a drag link hole of the injection molding machine head template and an external supporting shaft section of a drag-link nut, the influence on annular surface stresses during template deformation is weakened, and the threaded section is protected indirectly. An unloading groove is also formed, so that the bending position of the drag link is flexible and controllable.
Owner:HAITIAN PLASTICS MACHINERY GRP

Cat-head type tower for one-way overhead line cable T joint

The invention discloses a cat-head type tower for a one-way overhead line cable T joint. The cat-head type tower comprises a tower body, ground wire cross arms, middle-phase wire cross arms, side-phase wire cross arms, upper-layer cable auxiliary cross arms and lower-layer cable auxiliary cross arms; the two layers of ground wire cross arms are located on the uppermost portion of the tower body, arranged to be perpendicular to the line direction and used for hanging ground wires; the middle-phase wire cross arms are located under the ground wire cross arms, V-shaped suspension strings are fixed to the inner upper portions of the middle-phase wire cross arms and used for hanging middle-phase wires, and double-I-type downward cable leading terminals are arranged under wire hanging points arranged in the middle-phase wire cross arms. The cat-head type tower for the one-way overhead line cable T joint has the advantages that the cable T joint is achieved by adopting one base tower, the building cost is low, small area is occupied, little influences on stress of adjacent poles and towers are generated, an original line arrangement mode is not changed, adjacent tower transformation is generally not needed, and the cat-head type tower is suitable for building adjacent linear towers and tension-resistant towers.
Owner:ANHUI HUADIAN ENG CONSULTATING & DESIGN +3

Rotation device for bridge pier and rotation construction method

The invention provides a rotation device for a bridge pier. The rotation device for the bridge pier includes a rotating part, a reaction part and an anti-overturning part; the rotating part includes arotation jack, a rotation steel strand, a rotating disc lower steel plate, a polytetrafluoroethylene plate, a rotating disc upper steel plate and a rotating shaft; the reaction part includes a reaction pier; and the anti-overturning part includes an anti-overturning clamp and a cement track; the lower end of the reaction pier is fixed to the ground and the side with stiffening ribs of the reaction pier faces the direction of the bridge pier; the rotation jack is installed in the direction, deviating from the bridge pier, of the reaction pier, and the cement track and the bridge pier are concentrically poured on the ground; the anti-overturning clamp is square internally and round externally, hoops around a pier body and is placed on the cement track, and the anti-overturning clamp is wound with the rotation steel strand; and the rotating disc lower steel plate, the polytetrafluoroethylene plate and the rotating disc upper steel plate of the rotating part are sequentially laid in a cylindrical groove of a bearing platform from bottom to top. The rotation device for the bridge pier device is simple in structure and convenient in installation, is applied to the implementation of thebridge pier rotation construction, and has the advantages of low comprehensive cost, short construction period, less influence on the structural force, being capable of saving construction space and the like.
Owner:LIUZHOU OVM MASCH CO LTD

Sampling device for introducing individualized seed grains into a measuring device, system and method for sorting a plurality of seed grains, and uses thereof

The present invention relates to a system (110) and a method for sorting a plurality (112) of seed grains (114). The system (110) comprises an individualizing device (120), a sampling device (132) for introducing the individualized seed grain (114) into a measuring device (136) for the classification of the individualized seed grain (114), a receiving device (146, 200) for receiving the classified seed grain (114) and also a transporting device (118, 124, 134, 144, 152) for the at least partially pneumatic transport of the seed grain (114).
The invention also relates to the sampling device (132), which comprises an outer tube (160) for receiving the sampling device (132) into the measuring device (136), a sample chamber (138) of the measuring device (136) being provided within a volume (164) of the outer tube (160). The sampling device (132) also comprises an inner tube (162), which is inserted in the outer tube (160) and has a lower opening (166), whereby the individualized seed grain (114) can be introduced into the volume (164) of the outer tube (160). An intermediate space (170) formed between the outer tube (160) and the inner tube (162) is designed in such a way that the individualized seed grain (114) can be discharged by pneumatic means out of the outer tube (160) through the inner tube (162) into a receiving device (146, 200) for the classified seed grain (114).
The system (110) is suitable as an automated high-throughput sorting of seed grains (114) by using the measuring device (136) that is designed for investigations of the seed grains (114) by means of a method of nuclear magnetic resonance (140) and/or an optical measuring method.
Owner:UNIV HOHENHEIM

Traction-type tool derrick rig for replacing derricks of steel tube truss-concrete arch bridge

The invention discloses a traction-type tool derrick rig for replacing derricks of a steel tube truss-concrete arch bridge. The traction-type tool derrick rig comprises fixed end anchorage devices, tensioning end anchorage devices, upper conversion beams, temporary derricks, a sling device, and a traction-type arch crown anchorage and anti-slide system composed of hanging belts, anchorage beams, traction ropes, traction jacks, slide shoes, slide plates, travelling mechanisms, levelling mechanisms, cross beams and adjustable screws, wherein one end of each of one hanging belt and one traction rope is anchored at the two sides of the corresponding anchorage beam, the other end of each traction rope is connected with the corresponding traction jack through the corresponding travelling mechanism, the other end of each hanging belt is fixed on a web member, the slide shoes are installed at the bottom of each travelling mechanism, and connected with the travelling mechanism through arc-shaped hinged supports; and one levelling mechanism is located above each travelling mechanism, each adjustable screw penetrates through the corresponding levelling mechanism and the corresponding travelling mechanism, and each adjustable screw, the corresponding levelling mechanism and the corresponding travelling mechanism are connected through pin shafts. According to the device, during a rope force conversion process for derrick replacement, the stress system of the original structure is not changed, the influence on a stress of the original structure is low, the labour working intensity is low, standardized construction is facilitated, the working efficiency is high, and the construction cost is low.
Owner:LIUZHOU OVM ENG

Hold hoop type automatic leveling and anchoring device for replacement of steel pipe concrete arch bridge suspenders and suspender replacing method thereof

A hold hoop type automatic leveling and anchoring device for replacement of steel pipe concrete arch bridge suspenders comprises upper cross beams, tensioning-end anchorage devices I and II, upper and lower temporary ropes, transfer beams, fixed-end anchorage devices I and II,lower supporting beams and two hold hoop type arch apex anchoring and anti-slip systems installed on a steel pipe concrete arch bridge arch, wherein each hold hoop type arch apex anchoring and anti-slip system consists of two rotary lifting appliances, an anti-slip steel box, an upper cross beam, an anti-slip hold hoop and a rubber pad. In a working state, the upper and lower temporary ropes respectively penetrate through the upper cross beam or the lower transfer beam and a jack and are anchored by using the tensioning-end anchorage devices I and II and the fixed-end anchorage devices I and II, and the lower supporting beams support the lower surfaces of suspender cross beams. The rubber pads are arranged between the anti-slip hold hoops and the side faces of the steel pipe arch, the lower-portion cambered surfaces of the anti-slip steel boxes are fixedly connected with the anti-slip hold hoops, one side of each upper-layer #-shaped structure of the upper cross beams tightly attaches to the side face of the corresponding anti-slip steel box, and the other side of each structure is in bolted connection with the corresponding anti-slip steel box through high-strength screws. The hold hoop type automatic leveling and anchoring device is simple in structure, smaller in size, simple and convenient to construct and high in work efficiency.
Owner:LIUZHOU OVM ENG +1

Tile-type combined roller cover

The invention relates to the technical field of extrusion forming equipment, in particular to a tile-type combined roller cover. The tile-type combined roller cover comprises a roller cover block, roller cover hoops, screw rod fasteners, roller cover keys and a roller shaft. The roller cover block is provided with pillow-shaped concave bags which are arranged in a honeycomb mode, bosses with a taper are arranged at two sides of the roller over block, a concave-convex mortise and tenon structure is arranged on the inner arc surface, and key grooves are formed in the inner arc surface; the roller cover hoops are provided with bosses with a taper, and grooves are formed in the position, corresponding to the roller cover keys, of the inner arc face; each screw rod fasteners comprises a long screw rod penetrating through the roller cover and the roller cover hoops at two ends, and comprises hexagonal nuts and cover-type nuts which are arranged at two ends; each roller cover key is providedwith a stepped hole for containing a hexagon socket cap screw; and the roller shaft is provided with an annular groove for installing the roller cover block, two groups of tile-type combined roller covers are installed, the key grooves for the roller cover keys are arranged in the groove, and a threaded hole is formed in the center of the bottom of each key groove.
Owner:杭州新蓝科技有限公司

Power-assisted mechanism and power-assisted shoes

The invention discloses a power-assisted mechanism and a power-assisted shoe. The power-assisted mechanism comprises a front sole pneumatic muscle located at the front sole part, a heel pneumatic muscle, a non-return inflation inlet and a two-position three-way electromagnetic valve, wherein the heel pneumatic muscle is located at the heel part; the non-return inflation inlet is further included; a port B of the two-position three-way electromagnetic valve is connected with the front sole pneumatic muscle, a port A of the two-position three-way electromagnetic valve is connected with the rear heel pneumatic muscle, a port P of the two-position three-way electromagnetic valve is connected with the non-return inflation port, and the two-position three-way electromagnetic valve is configured as follows: in a ready inflation state, the port P is communicated with the port A, and the port B is not communicated with the port A; in a heel landing state, the port P is not communicated with the port A, and the port B is communicated with the port A; in a tiptoe landing state, the port P is not communicated with the port A, and the port B is not communicated with the port A; in a heel off-ground state, the port P is not communicated with the port A, and the port B is communicated with the port A; and when the tiptoe is off the ground, the port P is not communicated with the port A, and the port B is not communicated with the port A. The power-assisted shoe comprises a sole and a power assisting mechanism, wherein the power assisting mechanism is arranged in the shoe sole, and the power assisting mechanism is the power assisting mechanism.
Owner:杭州昆泰机器人有限公司

Replacing or newly-added fabricated balcony structure for old houses and construction method of replacing or newly-added fabricated balcony structure

InactiveCN110359723AReduce the impact of forceIncrease the building usable areaBuilding repairsWork periodResidence
The invention relates to a replacing or newly-added fabricated balcony structure for old houses and a construction method of the replacing or newly-added fabricated balcony structure to mainly solve the technical problems that existing old residence communities are not provided with balconies, and balconies need to be added. The replacing or newly-added fabricated balcony structure comprises a primary structure and further comprises a newly-added fabricated balcony structure body connected with an external wall lower ring beam of the primary structure in an anchored mode. The newly-added fabricated balcony structure body comprises a newly-added column foundation, newly-added steel stand columns, a newly-added prefabricated concrete balcony plate, newly-added steel handrails and newly-addedglass baffles, wherein the newly-added prefabricated concrete balcony plate is arranged on the outer side of an external wall lower ring beam of the primary structure of each layer in a connected mode, the newly-added steel stand columns are arranged at the outer side end of the newly-added prefabricated concrete balcony plate in a connected mode, and connecting pieces are arranged between the newly-added steel stand columns and the newly-added prefabricated concrete balcony plate of each layer. The replacing or newly-added fabricated balcony structure has the remarkable advantages that the newly-added fabricated balcony is easy and convenient to build, the work period is short, and construction is free and flexible.
Owner:BEIJING ZHUFU ARCHITECTURE AFFAIRS CO LTD

Ankle joint assisting exoskeleton device and assisting shoes

The invention relates to an ankle joint assisting exoskeleton device and assisting shoes. The device comprises a leg assembly, a foot assembly and an elastic part, wherein the leg assembly comprises aleg frame, the leg frame is used for being wound around a leg of a user, the foot assembly is rotationally connected with the leg frame and used for being worn on a foot of the user, and the elasticpart is arranged at the joint of the leg frame and the foot assembly and used for generating elastic deformation or restoring to the natural state when an included angle between the leg frame and thefoot assembly changes within a preset angle range so as to store or release energy. The ankle joint assisting exoskeleton device can store negative work in the walking process of the user and feed thenegative work back to the user when positive work needs to be done so as to provide walking assistance for the user, and the influence on leg muscle power generation of the user can be greatly reduced.
Owner:SHENZHEN INST OF ADVANCED TECH

Externally-arranged fabricated balcony structure adopting steel reinforced concrete, and construction method of externally-arranged fabricated balcony structure

The invention relates to an externally-arranged fabricated balcony structure adopting steel reinforced concrete, and a construction method of the externally-arranged fabricated balcony structure. Thetechnical problems that an existing old residence is not provided with balconies, thus the building use function cannot meet the current high-quality living needs of people, and the balconies need tobe additionally arranged to enable the life of residents to be more comfortable are mainly solved. The externally-arranged fabricated balcony structure has the most significant advantages that an externally-arranged fabricated balcony is simple and convenient, short in construction period, free and flexible, and if a technology is applied and popularized, the significant practical significance forexternally arranging the fabricated balcony in the old residence is achieved.
Owner:BEIJING ZHUFU ARCHITECTURE AFFAIRS CO LTD

Damper with limiting and shearing functions

PendingCN110924289AReduce the impact of forceMaintain smooth and solid performanceBridge structural detailsEarthquake resistantEngineering
The invention relates to the technical field of bridge earthquake resistance. The invention relates to a damper, in particular to a damper with limiting and shearing functions. The damper comprises adamper body, the damper body comprises a cylinder body, a first pin shaft hole is formed in one end of the cylinder body, a first pin shaft is arranged in the hole, a piston rod penetrates out of theother end of the cylinder body and then is connected with a second pin shaft base, a second pin shaft hole is formed in the piston rod, a second pin shaft is arranged in the hole, and a third pin shaft hole facilitating pin shaft insertion is formed in the cylinder body; the other end of the piston rod is located in the cylinder body and provided with a piston, the piston is provided with a fourthpin shaft hole facilitating insertion of the pin shaft, a third pin shaft is arranged in the third pin shaft hole, one end of the third pin shaft is located in the third pin shaft hole, and the otherend of the third pin shaft is located in the fourth pin shaft hole. And the third pin shaft is a shear pin. The rigid supporting effect can be achieved on the low-speed occasion, the damping effect is achieved when the high-speed or external force impact effect is large, and the stability and the firmness of a building structure in daily use can be effectively kept.
Owner:MAGEBA SHANGHAI BRIDGE PROD CO LTD

Construction method of flexible connecting structure between prefabricated components and building bodies

The invention discloses a construction method of a flexible connecting structure between prefabricated components and building bodies. The construction method comprises the following steps that S1, the lowermost building body is poured; a mortise groove is formed in the top surface of the building body; S2, the prefabricated components are inserted into the cast-in-place building body in a supporting mode; a tenon matched with the mortise groove is arranged at the lower end of the prefabricated components; S3, a first flexible layer for lowering the connecting rigidity between the prefabricated components and the upper cast-in-place building body is laid on the top surfaces of the inserted prefabricated components; S4, the upper building body is poured on the first flexible layer; and S5,the steps S2-S5 are repeated to complete the flexible connection between the prefabricated components and the building bodies. According to the construction method of the flexible connecting structurebetween the prefabricated components and the building bodies, the flexible connection between the prefabricated components and the building bodies is realized, and the influence of the prefabricatedcomponents on the rigidity of the building bodies is avoided.
Owner:HUNAN CONSTR ENG GRP COR +1

Prevention device and method for seal integrality failure of casing annulus of gas well

The invention relates to a prevention device and method for a seal integrality failure of a casing annulus of a gas well. The prevention device comprises a sleeve adhered to the periphery of a casing for conducting force bearing protection on a cement ring. The elasticity modulus of the sleeve is 5-10 MPa, the Poisson ratio of the sleeve is 0.25-0.5, and the thickness of the sleeve is 4-8 mm. A layer of buffer medium is additionally arranged on the periphery of the casing, so that casing deformation caused by the pressure change of a downhole is absorbed totally or to a certain extent, the influence of the inner pressure of the casing on the cement ring is reduced, failure destruction of the cement ring when the inner pressure of the casing is too high is avoided, and the seal integrality failure of the casing annulus, and problems of under-pressure and channeling of the annulus due to the seal integrality failure of the casing annulus are prevented.
Owner:CHINA UNIV OF PETROLEUM (EAST CHINA)

Connected building

The invention relates to a connected building. The connected building comprises main frame structures, orridor structures, longitudinal limiting components and transverse limiting components; two or more main frame structures are arranged side by side, the corridor structures are arranged between every two adjacent main frame structures, and the ends of the corridor structures are in lap joint with the main frame structures through buffer limiting structures; the longitudinal limiting components are arranged on the side edges of the buffering limiting structures and used for limiting longitudinal translation of the corridor structures in the length direction; the transverse limiting components are arranged on the side edges of the buffering limiting structures and used for limiting transverse translation of the corridor structures in the width direction; and the limiting directions of the two longitudinal limiting components located at the two ends of the corridor structures are opposite, and the limiting directions of the two transverse limiting components located at the two ends of the corridor structures are opposite. According to the connected building, the corridor structuresdo not affect the main frame structures, can be firmly connected with the main frame structures and are not prone to falling off from the main frame structures.
Owner:TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD

Buoyancy compensation type combined foundation and construction method

InactiveCN112281898AReduce design impactSmall scaleFoundation engineeringWind waveStructural load
The invention relates to a buoyancy compensation type combined foundation and construction method. The buoyancy compensation type combined foundation comprises a plurality of supporting piles, a bearing platform, a main buoyancy tank, a conversion layer and a bottom sealing layer. The bottom sealing layer is arranged at the bottom of the bearing platform. The supporting piles form pile groups, andthe top ends of the pile groups penetrate the bottom sealing layer and are connected with the bearing platform. The main buoyancy tank is arranged on the bearing platform. The conversion layer is arranged on the main buoyancy tank and used for bearing a column body so as to transmit the upper structure load to the main buoyancy tank. According to the buoyancy compensation type combined foundationand construction method, the main buoyancy tank is large in buoyancy, the vertical load effect transmitted into the supporting piles is greatly reduced, the design of the supporting piles is controlled by the section strength of the pile bodies, and the influence of a deep soft covering layer on pile foundation design is reduced. The buoyancy compensation type combined foundation has the advantages of being small in pile foundation scale, reasonable in economic index and the like. The group piles formed by the supporting piles mainly bear vertical force, the main buoyancy tank bears most of horizontal force and bending moment transmitted by the upper portion, the free pile length portion of a traditional pile foundation is replaced, the horizontal load bearing capacity of the foundation is improved, and the influence of water depth, local scouring and stormy waves on foundation stress can be reduced.
Owner:CHINA MAJOR BRIDGE ENERGINEERING

Micro-injection electronically-controlled fuel injector with pressure-maintaining structure

ActiveCN107524551AAccelerate the pressure build rateIncrease open rateFuel injection apparatusMachines/enginesInlet channelEngineering
The invention relates to a micro-injection electronically-controlled fuel injector with a pressure-maintaining structure. According to the micro-injection electronically-controlled fuel injector, an upper fuel cavity as well as a main fuel inlet channel, a main fuel return channel, a fuel inlet channel and a fuel return channel which communicate with the upper fuel cavity are formed in the upper body of the fuel injector; the lower body of the fuel injector is connected to the lower end of the upper body of the fuel injector through a fuel injector fastening nut, a lower fuel cavity is formed in the lower body of the fuel injector, and the lower fuel cavity communicates with the main fuel return channel; a nozzle member is connected to the lower end of the lower body of the fuel injector through a nozzle fastening nut and communicates with the lower fuel cavity, and further communicates with a main fuel channel penetrating through the lower body of the fuel injector; and an electromagnetic valve is connected to the left side of the upper part of the upper body of the fuel injector through an electromagnetic valve fastening nut, one end part of a control valve element of the electromagnetic valve stretches in the upper fuel cavity, and the other end part of the control valve element is abutted against an electromagnetic valve return spring arranged at the central part of an electromagnet. According to the micro-injection electronically-controlled fuel injector disclosed by the invention, a fuel inlet process and a fuel return process can be mutually independent, so that the influence of the mutual interference of fuel flowing in the fuel inlet process and the fuel return process on a fuel injection process is avoided; and the opening speed of a needle valve can be increased, so that the injection characteristic of a micro-injection fuel system is improved.
Owner:CHONGQING HONGJIANG MACHINERY
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