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

30results about How to "Avoid shelling" patented technology

Reinforced concrete structure based on 3D printing and structure construction method

The invention discloses a reinforced concrete structure based on 3D printing and a structure construction method. The method comprises the following steps that a foundation bottom plate is constructed, and a connection section is reserved on the foundation bottom plate; a steel bar structure of a structural column is bound to the connection section; a first prefabricated concrete outer shell is manufactured by adopting 3D printing, and concave-convex lines are formed in the inner surface of the first prefabricated concrete outer shell; the first prefabricated concrete outer shell is arranged on the steel bar structure of the structural column in a sleeved mode; a steel bar structure of a structural beam is bound, and the steel bar structure of the structural beam is bound to the steel bar structure of the structural column; a second prefabricated concrete outer shell is manufactured by adopting 3D printing; the second prefabricated concrete outer shell is mounted on the steel bar structure of the structural beam; concrete is poured in the second prefabricated concrete outer shell, and the structural beam and the structural column are completed. The prefabricated concrete outer shells are formed integrally by adopting a 3D printing technology, the continuous concave-convex lines are formed in the inner surfaces of the prefabricated concrete outer shells, the contact surfaces between the concrete poured in the prefabricated concrete outer shells and the inner surfaces of the prefabricated concrete outer shells are enlarged, compared with a smooth inner surface, friction is increased, bonding strength is improved, and a shell disengagement phenomenon is avoided.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure

The invention discloses a concrete shear wall structure based on 3D printing and a construction method of the concrete shear wall structure. The construction method comprises the following steps that (a) a first layer of prefabricated concrete shell is manufactured by adopting 3D printing; (b) a first layer of tie bars and/or horizontal bars are arranged on the top of the first layer of prefabricated concrete shell; (c) a second layer of prefabricated concrete shell is manufactured on the top of the first layer of prefabricated concrete shell, and the two ends of the tie bars and/or the horizontal bars are embedded into the prefabricated concrete shells respectively; (d) a second layer of tie bars and/or horizontal bars are arranged on the top of the second layer of prefabricated concrete shell, the step (c) is repeated until the prefabricated concrete shells are completed to reach designed elevation, and concrete is poured. The tie bars are prefabricated between an inner wall faces and an outer wall faces of the prefabricated concrete shells to prevent formwork expansion, the horizontal bars of a shear wall are also embedded between the prefabricated concrete shells, construction inconvenience brought by the horizontal bars in the later mounting process is avoided, and construction is simplified.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

3D printing reinforcement masonry shear wall structure and construction method thereof

The invention discloses a 3D printing reinforcement masonry shear wall structure and a construction method thereof. The construction method includes the following steps that a, the 3D printing technology is used for manufacturing a first layer of masonry outer shell to the pre-buried elevation position of transverse reinforcement; b, the transverse reinforcement is arranged on the top of the first layer of masonry outer shell; c, the 3D printing technology is used for manufacturing a second layer of masonry outer shell on the top of the first layer of masonry outer shell, and thus the transverse reinforcement can be laid in the masonry outer shell; d, the step b and the step c are executed repeatedly, so that the masonry outer shell is obtained; e, the step a and the step d are executed repeatedly, so that a plurality of masonry outer shells are obtained, and the masonry outer shells are stacked to the designed elevation of a shear wall; f, vertical reinforcement is mounted in each masonry outer shell; g, concrete is poured, and accordingly the shear wall can be constructed. By the adoption of the 3D printing technology, the masonry outer shells of reinforcement masonry can be integrally formed, original concrete small hollow blocks are replaced, the site construction labor force is greatly reduced, the construction procedures are omitted, the building quality is guaranteed, and thus building industrialization can be facilitated.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Reinforcing structure of 3D printing reinforced masonry shear wall

The invention discloses a reinforcing structure of a 3D printing reinforced masonry shear wall. The reinforced masonry shear wall structure comprises a plurality of masonry shells which are integrally formed through 3D printing and mutually stacked, and concrete which is poured in the multiple masonry shells. Each masonry shell comprises a first shell surface and a second shell surface which are parallel to each other, and also comprises two side shell surfaces which are connected to the two sides of the first shell surface and the second shell surface. The reinforcing structure comprises a plurality of inclined supporting ribs which are connected to the position between the first shell surface and the second shell surface during 3D printing of the masonry shells, and also comprises transverse reinforcements which are tied between the two side shell surfaces during 3D printing of the masonry shells. According to the reinforcing structure of the 3D printing reinforced masonry shear wall, the reinforced masonry shells are integrally formed through a 3D printing technology, original concrete small hollow blocks are replaced, the site construction labor force is greatly reduced, construction processes are reduced, the building quality is guaranteed, and building industrialization is facilitated.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

High-performance triangular-strand steel wire rope

The invention discloses a high-performance triangular-strand steel wire rope, which comprises six wire strands and a wire core. The six wire strands are uniformly twisted outside the wire core and arranged by forming 60-degree equant angles, and each wire strand is tangent with the wire core and is approximately triangular and comprises a strand core, three central steel wires, inner steel wires, middle steel wires and outer steel wires. The strand core is a circular steel wire strand formed by a plurality of steel wires, the three central steel wires are arranged on the periphery of the strand core by forming 120-degree equant angles and form a triangle shape with the strand core, the strand core and the central steel wires are wrapped by the inner steel wires, the middle steel wires are twisted on the outer periphery of the inner steel wires, and the outer steel wires are twisted on the outer periphery of the middle steel wires. Each strand core consists of forty six steel wires, and hardly any gaps are reserved among the inner steel wires, the strand core and the central steel wires. By twisting three times, the application range of the diameter of the steel wires and the range of the diameter of the steel wire rope can be maximized and flexibility of the steel wire rope is improved simultaneously.
Owner:JIANGSU SHENWANG GROUP

Heat insulation structure based on 3D-printed reinforced masonry

The invention discloses a connecting method and structure based on a 3D-printed reinforced masonry shear wall. The method comprises steps as follows: a first wall body part and a second wall body part of the reinforced masonry shear wall are manufactured respectively with the 3D printing technology, abutting grooves are formed in one end of the first wall body part and one end of the second wall body part, horizontal reinforcing steel bars are anchored in the first wall body part and the second wall body part, one end of each horizontal reinforcing steel bar bulges out, and the horizontal reinforcing steel bars form anchoring ends in the corresponding abutting grooves; the abutting groove of the first wall body part and the abutting groove of the second wall body part are placed in an abutting manner to form abutting space; vertical reinforcing steel bars are inserted in the first wall body part, the abutting space and the second wall body part at intervals; and concrete is poured into the first wall body part, the abutting space and the second wall body part, and the 3D-printed reinforced masonry shear wall is formed. With the connecting method and structure, the overall anti-seismic property and heat insulation performance of a 3D-printed wall body are guaranteed.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Reinforcing method for 3D printing reinforced masonry shear wall

The invention discloses a reinforcing method for a 3D printing reinforced masonry shear wall. The method includes the following steps that a, a first layer of masonry shell is manufactured to the pre-buried elevation position of transverse reinforcements through 3D printing; b, the transverse reinforcements are arranged at the top of the first layer of masonry shell; c, a second layer of masonry shell is manufactured at the top of the first layer of masonry shell through a 3D printing technology, so that the transverse reinforcements are buried in the masonry shells; d, the steps b and c are repeated to complete the masonry shells; e, the steps a to d are repeated to complete multiple masonry shells, and the multiple masonry shells are stacked to the designed elevation of the shear wall; and f, vertical reinforcements are installed in the masonry shells. By means of the reinforcing method for the 3D printing reinforced masonry shear wall, the reinforced masonry shells are integrally formed through the 3D printing technology, original concrete small hollow blocks are replaced, the site construction labor force is greatly reduced, the construction processes are reduced, the building quality is guaranteed, and building industrialization is facilitated.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Bulb flower wrapping and sealing method

The invention relates to the technical field of plant application, and particularly discloses a bulb flower wrapping and sealing method. The bulb flower wrapping and sealing method comprises the following steps of (a) selecting a proper bulb flower; (b) at least spraying a systemic bactericide once before digging the selected bulb flower; (c) digging out the bulb flower sterilized by the systemic bactericide, drying the bulb flower in the shade or in the sun, and removing leaves and cutting roots of the bulb flower dried in the shade or in the sun; (d) carrying out secondary disinfection and sterilization on the bulb flower subjected to leaf removal and root cutting treatment; (e) placing the bulb flower subjected to secondary disinfection and sterilization in an environment of 0-10 DEG C to be stored for more than 35 days; (f) taking out the stored bulb flower and carrying out third disinfection and sterilization; and (g) wrapping the outer surface of the bulb flower subjected to the third disinfection and sterilization with degradable fiber paste. The bulb flower wrapping and sealing method has the characteristics that the bulb flower wrapping and sealing method is green and environment-friendly, has no pollution to the environment, can increase organic matters in soil and cannot damage and die the bulb flower.
Owner:杭州旺源生物技术有限公司

A reinforced concrete structure and structure construction method based on 3D printing

The invention discloses a reinforced concrete structure based on 3D printing and a structure construction method. The method comprises the following steps that a foundation bottom plate is constructed, and a connection section is reserved on the foundation bottom plate; a steel bar structure of a structural column is bound to the connection section; a first prefabricated concrete outer shell is manufactured by adopting 3D printing, and concave-convex lines are formed in the inner surface of the first prefabricated concrete outer shell; the first prefabricated concrete outer shell is arranged on the steel bar structure of the structural column in a sleeved mode; a steel bar structure of a structural beam is bound, and the steel bar structure of the structural beam is bound to the steel bar structure of the structural column; a second prefabricated concrete outer shell is manufactured by adopting 3D printing; the second prefabricated concrete outer shell is mounted on the steel bar structure of the structural beam; concrete is poured in the second prefabricated concrete outer shell, and the structural beam and the structural column are completed. The prefabricated concrete outer shells are formed integrally by adopting a 3D printing technology, the continuous concave-convex lines are formed in the inner surfaces of the prefabricated concrete outer shells, the contact surfaces between the concrete poured in the prefabricated concrete outer shells and the inner surfaces of the prefabricated concrete outer shells are enlarged, compared with a smooth inner surface, friction is increased, bonding strength is improved, and a shell disengagement phenomenon is avoided.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Aluminum electrolysis centralized control system and crust breaking control device thereof

The invention discloses an aluminum electrolysis crust breaking control device which comprises a crust breaking machine, an unblockage-blockage condition sensing module and a treatment device; the unblockage-blockage condition sensing module used for acquiring the unblockage-blockage condition of unblockage and blockage of an unloading hole; and the treatment device is connected with the crust breaking machine and the unblockage-blockage condition sensing module and is used for controlling the crust breaking machine to execute a crust breaking movement before unloading and when the unblockage-blockage condition is blockage only. Seen from that the unblockage-blockage condition sensing module in the aluminum electrolysis crust breaking control device can acquire the unblockage-blockage condition of unblockage and blockage of the unloading hole, and the treatment device can control the crust breaking machine to execute the crust breaking movement before unloading and when the unblockage-blockage condition is blockage only, so that unnecessary crust breaking movement is avoided, use and loss of relative software and hardware are reduced, and the electric quantity is saved at the sametime. The invention also discloses an aluminum electrolysis centralized control system. The aluminum electrolysis centralized control system has the beneficial effects same as the crust breaking control device.
Owner:HENAN KDNEU INT ENG

Coating and method for easy identification of potential safety hazards in a small amount of water seepage, hot and humid roadway

The invention discloses a coating and a method for easily identifying safety hazards of roof caving in a small amount of water seepage, sultry and humid roadway. The coating includes a primer, an intermediate coating and a top coating; the method drills water holes in water seepage cracks and installs aqueducts In order to guide the underground water seepage to the drainage ditch of the roadway; in addition, by spraying the alkali-resistant layer, the quick-drying waterproof layer and the white paint layer on the seepage roadway respectively, the white coating will prevent the safety hazard of the roof from falling. Obvious black burrs and fissures appear on the roadway, and the operators can quickly and intuitively grasp the stability of the surrounding rock of the roadway, and pry the pumice in advance to prevent the occurrence of safety accidents; The problem of ground pressure changes effectively improves the beautification of the underground working environment, and greatly improves the brightness of the roadway lighting; in addition, this method makes the safety hazards of the roof caving in the roadway obvious, and effectively improves the efficiency of roadway inspections.
Owner:YUXI DAHONGSHAN MINING

Quick-heat-dissipation anti-disengagement rubber roller

The invention relates to a quick-heat-dissipation anti-disengagement rubber roller. The rubber roller comprises a roller core, a rubber layer, an impeller, an impeller shaft, an installation seat, roller core bearings and bearing seats; the rubber layer is fixedly installed on the outer surface of the roller core; the rubber layer installation section of the roller core is a hollow roller; the impeller fixedly sleeves the impeller shaft; the two ends of the impeller shaft are fixedly installed on the installation seat; the installation seat is fixedly installed in an inner cavity of the rollercore; the impeller is parallel to the two end faces of the roller core and rotates in the circumferential direction of the roller core; gaps exist between the two top ends of the impeller and the inner cavity of the roller core; the end faces of the two sides of the inner cavity of the roller core are provided with through holes, and the through holes communicate with the inner cavity of the roller core; the roller core bearings are fixedly installed at the left end and the right end of the roller core; the roller core is fixedly installed on the bearing seats through the roller core bearings; the bearing seats are in sealed installation with the roller core and provided with oil filling ports; and a sealed oil storage cavity is formed between the bearing seats, the roller core and the roller core bearings. The quick-heat-dissipation anti-disengagement rubber roller is good in heat dissipation effect and lubrication effect, so that the maintaining and replacing cost is greatly reducedfor manufacturers.
Owner:ZHANGJIAGANG HUASHEN INDAL RUBBER PRODS

Concrete shear wall structure and its construction method based on 3D printing

The invention discloses a concrete shear wall structure based on 3D printing and a construction method of the concrete shear wall structure. The construction method comprises the following steps that (a) a first layer of prefabricated concrete shell is manufactured by adopting 3D printing; (b) a first layer of tie bars and / or horizontal bars are arranged on the top of the first layer of prefabricated concrete shell; (c) a second layer of prefabricated concrete shell is manufactured on the top of the first layer of prefabricated concrete shell, and the two ends of the tie bars and / or the horizontal bars are embedded into the prefabricated concrete shells respectively; (d) a second layer of tie bars and / or horizontal bars are arranged on the top of the second layer of prefabricated concrete shell, the step (c) is repeated until the prefabricated concrete shells are completed to reach designed elevation, and concrete is poured. The tie bars are prefabricated between an inner wall faces and an outer wall faces of the prefabricated concrete shells to prevent formwork expansion, the horizontal bars of a shear wall are also embedded between the prefabricated concrete shells, construction inconvenience brought by the horizontal bars in the later mounting process is avoided, and construction is simplified.
Owner:CHINA CONSTR EIGHT ENG DIV CORP LTD

Optical fiber device packaging package with good anti-fracture effect

ActiveCN113253399AAvoid shellingAchieve the beneficial effect of protecting and preventing breakageCoupling light guidesLight guideDrive motor
The invention relates to the technical field of light guide connecting devices, and discloses an optical fiber device packaging package with a good anti-fracture effect, which comprises a fixing device, a protecting device, a transporting device, a filling device and a packaging device. According to the optical fiber device packaging package with the good anti-fracture effect, the filling shell is connected with the outer side of an optical fiber in a sleeving mode, the front end of a clamping nail is clamped to the front end of the inner side of a notch, at the moment, mortise and tenon butt joint is formed between the clamping nail and the notch, and due to the fact that the clamping nail and the notch are in one-way butt joint and cannot retreat, the optical fiber is effectively prevented from shelling in the using process after being fixed; the beneficial effect of fixing the optical fiber in the package and shelling is achieved, a driving motor drives a wheel shaft to rotate, the wheel shaft rotates to enable an adhesive film to be unfolded outwards, meanwhile, the optical fiber is in butt joint with an adhesive layer on the outer side of the adhesive film, the wheel shaft rotates to drive the optical fiber to rotate, the outer surface of the optical fiber is wrapped with the adhesive film, and at the moment, the notch is located on the outer side of the optical fiber, and the beneficial effect of protecting the optical fiber package to prevent breakage is achieved.
Owner:扬州港信光电科技有限公司

Pumping-pressurization hybrid ventilation cooling system with stator sub-slots for nuclear power turbogenerators

The invention discloses an air draft and pressing hybrid ventilation cooling system provided with stator sub-slots for a nuclear power turbine generator and belongs to the technical field of electrical engineering. A stator core of the nuclear power turbine generator is formed by lamination of two different structural forms of silicon steel sheets; radial ventilation ducts are formed in a stator tooth part; a stator yoke part is of a total axial structure; the sub-slots which are axially through are arranged in the yoke part at the bottom of a stator slot of the nuclear power generator; contact cooling is carried out on a winding; the heat in the winding is transferred to a cooling medium in the ventilation sub-slots; a main insulator of the stator winding can be directly cooled through the cooling medium in the ventilation sub-slots at the bottom of the stator slot, so that insulation thermal aging and un-shelling of the stator winding can be prevented and the temperature rise of the stator yoke part of the nuclear power generator is reduced; in addition, a stator of the nuclear power turbine generator adopts an axial air draft and pressing hybrid ventilation cooling way, the axial temperature difference of the stator is effectively reduced, the comprehensive cooling effectiveness of the stator of the nuclear power generator is improved, and the safety and the stability of the nuclear power generator are enhanced.
Owner:HARBIN UNIV OF SCI & 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