70results about How to "Reduce integrity" patented technology

Pieces of tissue are fused together and simultaneously cut by compressing the pieces together at an interface, delivering an impulse of electrical power which is converted into sufficient thermal energy to fuse the pieces together at the interface and simultaneously cut the fused tissue pieces along a well-defined linear path. The impulse, and the fusion and the simultaneous cutting, occur within a preferable time of 1.5-2.0 seconds but no greater than 4.0 seconds. The temperature of the thermal energy is regulated between 220° C.-320° C. The force applied on the tissue pieces is sufficient to fuse the tissue at the interface followed by further compression to cut the fused tissue along the linear path as a result of the thermal energy and a zero distance gap between jaws which compress the tissue pieces. The jaws have smooth working surfaces with an Ra of 0.15 or less microns up to 0.40 microns.

An apparatus and method for identifying the flexor retinaculum of the carpal tunnel, injecting an effective amount of an agent into at least a portion of flexor retinaculum or tissue adjacent thereto, wherein the agent is configured to weaken the flexor retinaculum. The system may further include means for increasing the tensile stress in the flexor retinaculum post-injection using hand exercises, thereby weakening its structural integrity and decreasing the pressure within the carpal tunnel that impairs median nerve function.

The invention belongs to the technical field of coal bed permeability increase, and particularly relates to a coal bed hydraulic fracturing and water pressure blasting coupling permeability increase method and device. Firstly, high-pressure fracturing water is injected in a coal hole to conduct first-time fracturing so that the coal bed can generate wide and deep fractures; then, second-time fracturing is conducted through a blasting device, multiple times of disturbance are achieved for the coal bed by adopting multi-stage blasting interval staged millisecond blasting, the completion degree of the coal bed is weakened multiple times, the fractures of the coal bed can be more fine and uniform, and the loose degree of the coal bed is increased; and finally, third-time fracturing is conducted through the high-pressure fracturing water, the fine fractures generated by blasting can further become wide and deep, the coal bed fractures can be large in density, large in depth and large in fracture width due to the adoption of the water pressure blasting coupling effect, the coal bed permeability increase effect is greatly enhanced, and the discharge efficiency of gas and other gas in thecoal bed is enhanced. By means of the coal bed hydraulic fracturing and water pressure blasting coupling permeability increase method and device, the long time period of the chemical agent effect in the prior art is avoided, and the coal bed exploitation efficiency is greatly improved.

The invention provides a fabricated integrated large plate and belongs to the field of fabricated buildings. The fabricated integrated large plate comprises a plurality of vertical precast slabs whichare vertically arranged, and every two adjacent precast slabs are connected through reinforcement. Compared with the prior art, the fabricated integrated large plate is more reasonable, better in intensity rigidity and waterproof effect and more convenient and efficient to manufacture, more materials are saved, and the cost is lower. According to the fabricated integrated large plate, battens arespliced in the vertical direction, for a residence and other buildings with the consistent floor height, a few of battens are used in specification, the production efficiency is high, and the cost islow. A fabricated integrated outer plate spliced through the fabricated integrated large plates can be flat in surface, plastering can be omitted, and therefore materials are saved, the constructionefficiency is high, and the cost is reduced. Further, the fabricated integrated large plates are hoisted together after outer wall decoration is completed in advance in a factory, the construction efficiency and the construction quality can be improved, and the cost is saved.

The invention discloses a bamboo plywood beam structure, which comprises an upper flange board, a web board and a lower flange board which are made of bamboo plywood and sequentially connected, wherein the upper flange board is formed by connecting an upper flange outer board and an upper flange inner board positioned on the lower side of the upper flange outer board; the lower flange board is formed by connecting a lower flange outer board and a lower flange inner board positioned on the upper side of the lower flange outer board; the web board comprises a plurality of superposed single web boards; and tenons arranged at intervals are arranged on the surface of each single web board opposite to the inner boards, the tenons on two adjacent single web boards are staggered, the upper flange inner board and the lower flange inner board are provided with mortises matched with the size and the distribution position of the tenons, and the tenons are embedded into the mortises. The bamboo plywood beam structure has large anti-shearing bearing capacity, and is simple in structure and easy to manufacture; the number of the composing unit boards can be adjusted according to the magnitude of the shearing force borne by a beam; and the integrity of the transverse H-shaped beam can be improved.

The invention relates to a nitrogen-self-generating storage system. The nitrogen-self-generating storage system comprises a storage space and is characterized in that the nitrogen-self-generating storage system further comprises an electronic sieve oxygen generation module; the electronic sieve oxygen generation module comprises an oxygen generation membrane and a gas outlet channel; the interiorof the storage space communicates with the oxygen generation membrane so as to adsorb oxygen in air in the storage space, and thus nitrogen in the air is left in the storage space; the electronic sieve oxygen generation module has the characteristics of adsorbing and collecting the oxygen in the air, and when being combined with any object with a storage space, the electronic sieve oxygen generation module can rapidly absorb and collect oxygen in the storage space and reserves nitrogen in the storage space for refreshment and preservation of food, valuables and the like; and the system can bewidely used for transportation and logistics, cultural relic storage, refrigerator preservation, food refreshment and quality preservation and the like.

The invention provides a binding system for a concrete hollow building block wall piece in an agglomeration building and a binding method thereof and relates to a binding system and a binding method. According to the binding system for the concrete hollow building block wall piece in the agglomeration building and the binding method thereof, the problem that lifting of the hollow building block wall piece cannot be achieved by an existing two-lifting-point lifting method, and thus inconvenience is brought to site construction is solved. According to the binding system for the concrete hollow building block wall piece in the agglomeration building, a binding beam is bound on the wall piece through a plurality of binding parts, a balance beam is located above the binding beam, and the balance beam and the binding beam are connected through lifting ropes. One end of each lifting rope is connected to one side of the binding beam, the other end of each lifting rope is connected to the other side of the binding beam, and the joints of the lifting ropes and the binding beam are slidingly connected through sliding blocks. The binding method comprises the following steps that the binding beam is connected; the sliding blocks are slidingly arranged on the binding beam; the binding beam and the concrete hollow building block wall piece are bound together through the binding parts; the balance beam and the binding beam are connected; and the lifting ropes are installed, and lifting is conducted. The binding system for the concrete hollow building block wall piece in the agglomeration building and the binding method thereof are applied to the construction industry.

The invention discloses a frost-damage-preventing light-introduced-decomposition-type planting method for overwintering crops and belongs to the technical field of agricultural production. According to the frost-damage-preventing light-introduced-decomposition-type planting method for the overwintering crops, light-introducing heat conducting sticks can be pre-buried at adjacent positions of the overwintering crops to introduce outside light to deep places of soil, photodecomposition coatings on photodecomposition antifrost spheres gradually decompose and liberate oxygen in case of being exposed to light, the oxygen enters multiple sections of internal-arranged heat-release control tubes and then be in contact with a self-heating material so as to trigger heating actions, meanwhile, innercores of fertilizers are assisted to independently disintegrate from outside to inside and provide nutrients for roots of the crops, thus, the light-introducing heat conducting sticks can introduce the light and then trigger heating action and feeding action of the photodecomposition antifrost spheres at a low temperature stage, the soil is heated up, an appropriate growth temperature for the crops is maintained, meanwhile, the nutrients and oxygen essential to growth are provided, the traditional passive defense mode is changed into an active light introducing mode, and the yield of the overwintering crops can be greatly increased while frost damage is effectively prevented.

The invention relates to the technical field of cleaning equipment, in particular to agricultural product cleaning and transferring integrated equipment. The agricultural product cleaning and transferring integrated equipment comprises a supporting rod and a switch, wherein the front side of the left end of the switch is fixedly connected with the switch; a feeding mechanism is arranged on the left side of the top end of the supporting rod; a cleaning mechanism is arranged on the right side of the top end of the supporting rod; a box feeding mechanism is arranged in front of the right side of the cleaning mechanism; a movable abutting mechanism is arranged behind the box feeding mechanism; the right end of the cleaning mechanism is fixedly connected with a second fixing plate; and a placing mechanism is arranged behind the movable abutting mechanism. According to the agricultural product cleaning and transferring integrated equipment, replacement of cleaned crops can be automatically completed, manual operation of people is not needed, the labor amount of people is greatly reduced, the whole device has certain consistency and integrity, cleaning and boxing are integrated, the whole device is reasonable in design, people can use the device conveniently and rapidly, the practicability of the device is greatly improved, and the cleaning efficiency of the crops is also improved.

The invention relates to the field of batteries, particularly to a preparation method of a battery zinc negative electrode material. The method comprises the following steps: (1) loading carbon and silicon on the surface of nano-zinc oxide, (2) shaping the nano-zinc oxide, (3) cementing a zinc material at normal temperature, (4) carrying out surface modification to aggregate metal ions, and (5) molding the material. According to the invention, generation of dendrites in electrode work can be slowed down, dendrites on the surface of the zinc negative electrode can fall off easily, aggregation of the dendrites is prevented from reducing the electric energy conversion efficiency of the battery, and the battery made of the zinc negative electrode material is stable in discharge and high in current conversion efficiency.

The invention discloses a repairing method for surface cavitation damage of a hydropower station water retaining dam sand washing bottom hole working gate. A material A made of epoxy resin and a curing agent and a material B made of NE-II type granulated sand are involved, the cavitation damage portion of a gate leaf is coated with the material A and then coated with the material B after being baked, and after the steps are completed, and the treated cavitation damage portion is naturally cured until a coating is thoroughly cured. The method is tried out on a steel lining of a hydropower station sand washing bottom hole side wall, after being subjected to high-speed silt-carrying water flow scour during the flood season for three years, the surface of the coating is still flat, and the coating is high in integrity and high in degree of adhesion to the surface of a metal structure and effectively prevent cavitation damage to the surface of the metal structure in a hydropower station. Compared with the prior art, the repairing method is low in technical requirement, simple in process, low in cost and worthy of popularization, and time consumption is reduced.

The invention provides a preparation method of an anti-static silicone rubber O-shaped ring. The method sequentially comprises the following steps: S1, mixing, namely adding 100 parts by mass of methyl vinyl silicone rubber, 3-10 parts by mass of conductive carbon black, 10-15 parts by mass of wear-resistant carbon black, 5-8 parts by mass of iron oxide powder and 2-4 parts by mass of antistatic non-woven fabric fragments into an internal mixer, and mixing for 30 minutes at the temperature of 50-80 DEG C to obtain a rubber compound; and s2, performing forming vulcanization. Two conductive fillers of the conductive carbon black and the iron oxide powder are added into raw materials of a traditional silicone rubber O-shaped ring; and the filling amount of the filler reaches a threshold value, and the volume resistivity and the surface resistivity of the polymer are rapidly reduced, so that the O-shaped ring can simultaneously depend on volume conduction and surface conduction to carry out electrostatic dissipation, and an anti-static effect is achieved.

The invention belongs to the technical field of printing and dyeing system, and particularly relates to a system for shell fabric printing and dyeing. The system for shell fabric printing and dyeing includes a detecting module, an analyzing module, an executive module and a logging module. The detecting module includes a shell fabric detecting unit, the shell fabric detecting unit includes a breakage detecting unit, and the breakage detecting unit includes an infrared scanning element and a tension sensing element; the analyzing module includes a cloth material analyzing assembly, and the cloth material analyzing assembly includes a breakage analyzing assembly, a material texture analyzing assembly and a marking assembly; and the executive module includes a shell fabric printing and dyeingunit and a recycling unit, and the shell fabric printing and dyeing unit includes a mark skipping assembly, a printing and dyeing assembly and an intercepting assembly. According to the system for shell fabric printing and dyeing, printing and dyeing on marked positions are skipped through the mark skipping assembly, intercepted shell fabrics are sent to the recycling unit to be recycled, thus recycle of waste materials is achieved, the production cost is lowered, and wasting of resources is reduced.

The invention discloses a method for correcting overall torsional deformation of a steel box girder beam section, which comprises the following steps that: a, the plane and elevation arrangement of a fixed support are determined, the beam section is placed and a fixed end and a correction end are determined; b, a bridge deck slab and a U-shaped rib are cut from the midpoint of the first section in the transverse direction; c, a web is cut in the vertical direction, and welding seams of the web and the bottom plate are cut in the longitudinal direction; and d, the fixed end is restrained, forced displacement is applied to the correction end, the maximum distance between the web and the bottom plate at the cut position and whether the correction end supporting point makes contact with the fixed support or not are observed, and the steps b to d are repeated at the next section till the correction end supporting point makes contact with the fixed support. According to the method, the problem that torsional deformation of the large-span steel box girder bridge is difficult to correct is effectively solved, residual strain generated by deformation correction is reduced, re-machining and re-manufacturing are avoided, the construction period is shortened, and the cost is reduced.

The invention discloses an anti-puncture anti-explosion special tire. The anti-puncture anti-explosion special tire comprises a tread layer, a tread primer layer, a belted layer, a metal chain plate strip layer and a tire body, which are sequentially connected from a crown to the tire body in the radial direction of the tire; the center in the width direction of the metal chain plate strip layer is superposed with the center in the width direction of the crown, the metal chain plate strip layer is 30-60mm narrower than the crown, and the tread primer layer extends downwards to be under a tire shoulder and axially extends inwards from two sides of the tire shoulder to be connected with the belted layer so that the metal chain plate strip layer is embedded between the belted layer and the tire body. According to the anti-puncture anti-explosion special tire, as the metal chain plate strip layer is embedded between the belted layer and the tire body, the tread primer layer and the belted layer can well bind the metal chain plate strip layer, so that the belted layer, the tire body and the metal chain plate strip layer have good integrity, the possibility of displacement of the metal chain plate strip layer is reduced and the heating amount is low; and besides, the anti-puncture performance of the tire is effectively improved, the probability of tire burst is reduced, and the service life, the safety and the reliability of the tire are improved.

The invention discloses a concrete filled steel tubular column, H-shaped steel beam, steel support and pi type connecting piece combined center column bottom joint and a making method. The joint mainly comprises a light square steel tube recycled concrete column, H-shaped steel beams, a pi type connecting piece, web connecting plates, high-strength bolts, steel supports, I-shaped bench binding steel bars, slab column binding steel bars and a prefabricated recycled concrete floor. Compared with the prior art, the joint is simple in structure and convenient to construct, and has a clear force transferring route and two seismic fortification lines. The novel structures such as the pi type connecting piece, the bench binding steel bars and the slab column binding steel bars are creatively proposed, and integrality of slab-column-joint domain is enhanced; bending resistance, pressure resistance and stability of the joint are effectively improved; reliability of the steel support and the pitype joint connecting structure is further ensured; and the joint is firm in beam-column-support-floor connection, high in integrality and excellent in seismic performance and the key technological support is provided for engineering design of a prefabricated green housing light steel combined structure.

The invention relates to a prefabricated bottom plate with removable ribs and a production method of a laminated slab. The prefabricated bottom plate comprises a concrete slab and at least two removable ribs fixed on the concrete slab, each removable rib comprises a square steel pipe filled with high-strength mortar, an embedded part and a fixing part, the square steel pipe is arranged on the surface of the concrete slab, the embedded part is anchored in the concrete slab, and the fixing part penetrates through the square steel pipe and is connected with the embedded part; and a reinforcing mesh is pre-buried in the concrete slab. The laminated slab comprises the prefabricated bottom plate and a cast-in-place layer. The production method of the laminated slab comprises the steps that S1, a side mold is arranged; S2, a reinforcing mesh and removable ribs are placed; S3, concrete is poured; S4, the prefabricated bottom plate is transported and positioned; and S5, dismantling is conducted. The prefabricated bottom plate is provided with the removable ribs, it can be effectively guaranteed that the concrete slab cannot crack or deform due to insufficient rigidity in the demolding, hoisting and transporting stages, and the prefabricated bottom plate can be detached and reused in the later stage. The production method of the laminated slab is simple in step and high in construction efficiency.

The invention relates to a fabricated sandwich panel with a cast-in-situ ribbed beams and a manufacturing method of the fabricated sandwich panel, and belongs to the field of general building structures. The sandwich panel (1) comprises combined boxes (2), ribbed beams (3) and panels (4), the ribbed beams are provided with upper iron (6), lower iron (7) and stirrups (8), the panels are provided with plate ribs (9), the combined boxes are composed of bottom plates (10) and filling pieces (11), bottom plate steel bars (12) extend outwards from the side edges to be anchored in the ribbed beams, stiffening ribs (13) are arranged on the bottom plates, the filling pieces are provided with pouring holes (14) and notches (15) matched with the stiffening ribs, and every two adjacent combined boxes are spliced together by separating the ribbed beams, The rib beams and the plate ribs are bound, concrete is poured, and the fabricated sandwich panel is formed. The combined box is very convenient to produce, transport and mount, and a floor system formed by the sandwich panel is large in span, light in weight and good in integrity. The method has good economical efficiency and applicability, and plays a role in promoting the development of a building technology.