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166results about How to "Act as a constraint" patented technology

Folding type five-degree-of-freedom parallel connected attitude adjustment platform

The invention discloses a folding type five-degree-of-freedom parallel connected attitude adjustment platform. The folding type five-degree-of-freedom parallel connected attitude adjustment platform comprises an upper platform, a lower platform and six branches; the six branches are used for connecting the upper platform and the lower platform; the five branches which are arranged on the periphery are driving branches with identical structures; and the rest one is a middle constraint branch. First universal hinges of the five driving hinges are connected with the lower platform; one ends of lower connecting rods are connected with the first universal hinges; the other ends of the lower connecting rods are connected with one ends of upper connecting rods through revolute pairs; the other ends of the upper connecting rods are connected with the upper platform through spherical hinges; the tail portions of electric cylinders are connected with the lower connecting rods; extensible rods of the electric cylinders are connected with the upper connecting rods; a middle connecting rod of the middle constraint branch is an extensible rod; one end of the middle connecting rod is connected with lower platform through one of the second universal hinges; the other end of the middle connecting rod is connected with the upper platform through one of the spherical hinges. The folding type five-degree-of-freedom parallel connected attitude adjustment platform has the advantages of being simple in structure, small in occupying area, low in self-weight, large in attitude adjustment space, convenient to install and maintain, being capable of achieving spatial three dimensional rotational freedom and two dimensional rotational freedom.
Owner:YANSHAN UNIV

Composite shear wall with concrete-filled steel tube frames and double steel plates with concealed bracings and construction method thereof

A composite shear wall with concrete-filled steel tube frames and double steel plates with concealed bracings and a construction method thereof relate to the field of construction. According to the invention, the composite shear wall is formed by combining reinforced concrete frames, a double steel plate shear wall and steel plates with concealed bracings. The reinforced concrete frames are formed by pouring concrete into steel tubes; then, the double steel plates are placed, the double steel plates are welded to the reinforced concrete frames, and the steel plates are perforated and are connected through studs; oblique crossing concealed bracings are placed between the double steel plates, and the oblique angle of the concealed bracings is between 45 degrees and 60 degrees; tie bars are threaded through the interspace between the concealed bracings; a reinforcing mesh composed of transverse steel bars in horizontal arrangement and longitudinal steel bars in vertical arrangement is arranged between the concealed bracings and the steel plates; and concrete is poured between the double steel plates. The composite shear wall has the advantages that the bearing capability is enhanced, the bearing capacity and the rigidity attenuate slowly, the ductility and the energy dissipation of the shear wall are enhanced due to multi-defenses, and the earthquake resistant capability is more excellent. The composite shear wall also has the advantage of convenience in steel structure construction, and can be used in high-rise or large complex multi-storey buildings.
Owner:BEIJING UNIV OF TECH

Lead hole implanted anti-floating rock anchor rod with supporting trays and construction method thereof

The invention relates to a lead hole implanted anti-floating rock anchor rod with supporting trays. The lead hole implanted anti-floating rock anchor rod is characterized by mainly consisting of an anchor rod, supporting tray steel bar frameworks, a chassis, a backing plate and an anchor head, wherein an anchoring section of the anchor rod is arranged in a rock stratum pore passage with the supporting trays; the rock stratum pore passage is filled with a steel bar anchoring agent; the steel bar anchoring agent is wrapped with a geotextile bag; a free section of the anchor rod is arranged in a foundation bottom plate, is wrapped with a drivepipe and is isolated from concretes of the bottom plate; the supporting tray steel bar frameworks are fixed to the anchor rod in a manner of corresponding to the heights of the supporting trays in the rock stratum pore passage. The reaming supporting trays are arranged in the rock stratum pore passage, and the expandibility and adhesiveness of the steel bar anchoring agent are utilized, so that the anchoring force in unit length of the anchor rod is improved, the anti-floating capability of the anchor rod can be increased, the length of the anchor rod and the drilling depth of a rock stratum can be relatively shortened, and the lead hole implanted anti-floating rock anchor rod has favorable technical and economical benefits. The invention also discloses a construction method of the anti-floating rock anchor rod.
Owner:德达交通建设发展集团有限公司

Automobile 4S shop sales service quality evaluation system and evaluation method

PendingCN106952054AEffective monitoring of service attitudeEfficiently monitor languageSpeech recognitionResourcesEvaluation resultService personnel
The invention specifically relates to an automobile 4S shop sales service quality evaluation system which is timely and objective in evaluation and high in accuracy of an evaluation result and an evaluation method. The evaluation system comprises a miniature receiver, and is characterized in that the receiver comprises a microphone, a sound card, a signal processor, an auxiliary controller and a signal transmitter. According to the invention, the sales personnel wear a miniature somatosensory sensor and a miniature positioning device; evaluation is performed by using the evaluation system, a sales personnel evaluation index Rn is calculated so as to be able to effectively monitor whether service attitudes and service expressions of the service personnel to be appropriate or not in the sales process, and whether actions performed out of courtesy of the sales personnel are appropriate or not can also be judged through comparing action information and position information of the sales personnel in sales personnel moving trajectory data; and customer languages and attitudes in the sales process can be effectively monitored according to a customer evaluation index Sn. Appropriate correction is performed when the service attitudes of the sales personnel are evaluated by using the evaluation method of the evaluation system, so that the evaluation system is enabled to evaluate the service quality of the sales personnel in an impartial manner; and the evaluation process is simple and efficient.
Owner:XIHUA UNIV

Prefabricated flexible concrete frame joint structure with added hidden dampers

The invention discloses a prefabricated flexible concrete frame joint structure with added hidden dampers. The prefabricated flexible concrete frame joint structure comprises concrete precast beams (1), a concrete precast column (2), an unbonded prestressed steel strand (3) and the dampers (4); and the concrete precast beams are installed on the two sides of the concrete precast column symmetrically through the four dampers correspondingly, high-strength rubber gaskets are placed at the joints of the concrete precast beams and the concrete precast column, and high-toughness fiber slurry is used for caulking. The prefabricated flexible concrete frame joint structure is reasonable in design, the metal dampers fully consumes energy through relative rotation between visco-elastic damping sheets in an earthquake, the force transmission path at the intersection of the beams and the column is changed, and the damage of a main body of a joint can be effectively reduced; the concealment of energy-consuming damper units avoids the overlap of a plastic hinge region and the main body of the joint, and the structural function can be restored only by replacing the damper units with structures damaged in the earthquake. The structure belongs to a recoverable functional structure, and the structure can recover the normal function as soon as possible after the earthquake.
Owner:TAIYUAN UNIV OF TECH

Robot small-line-segment proactive planning method based on position and posture restraint

The invention discloses a robot small-line-segment proactive planning method based on position and posture restraint. The small-line-segment proactive planning method is adopted to obtain angular velocity planning data of each joint of a robot, the method is characterized by adopting a fusion velocity vector to take the place of a linear velocity to serve as a planning variable in the proactive planning method, wherein v1, v2 and v3 represent the linear velocities of a tail end coordinate system origin moving along base coordinate X, Y and Z axial directions, and omega1, omega2 and omega3 represent angular velocities of euler angles. The robot small-line-segment proactive planning method based on the position and posture restraint has the advantages that the positions and postures are restrained, the situations that any one of the positions and postures of the tail end coordinate system suddenly changes or the positions and postures of the tail end coordinate system simultaneously suddenly change can be effectively avoided, if the postures are not changed, the linear velocity can reach a set maximum value, the efficiency is high, the posture velocity and linear velocity are fused into an variable, the controlled variable is reduced, the calculation is simpler, and the operating rate is quicker.
Owner:南京旭上数控技术有限公司

Foamed floor with wood textures

The invention relates to a foamed floor with wood textures, and belongs to the technical field of co-extrusion foamed plates. The foamed floor comprises a foamed substrate and hard surface layers; andthe hard surface layers comprise (a) and (b), wherein (a) is provided with a first exposed surface formed by a first color resin, a connecting substrate and a base layer, (b) is provided with a second exposed surface formed by a second color resin and a connecting substrate, the first exposed surface is composed of a plurality of exposed units, the second exposed surface is composed of a plurality of sunken units, the plurality of exposed units and the plurality of sunken units are arranged in a staggered manner, a connecting unit is arranged between each exposed unit and the adjacent sunkenunit, and the connecting units are composed of the connecting substrates and connecting surface materials. According to the floor, the resins are taken as materials, the realistic effect of the wood textures is realized based on the performance manipulation in multiple aspects such as three dimensions (depth of the wood textures), color difference, and brightness and darkness and based on the twosurface layers; and in addition, the various wood textures can be obtained by adjusting the three dimensions, the color difference, and the brightness and darkness.
Owner:ANHUI SENTAI WPC TECH FLOOR CO LTD

Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method

The invention relates to a multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cages and a construction method. The multi-cavity concrete-filled steel tubular wall comprises a steel frame and a continuous reinforcement cage; discontinuous reinforcement cages are prefabricated in the steel frame; the length-to-width ratio of the steel frame is more than or equal to 3; the steel frame in which the discontinuous reinforcement cages are prefabricated is a whole consisting of the discontinuous reinforcement cages, a giant steel frame and tying parts; the giant steel frame is internally divided into a plurality of cavities by transverse vertical partition plates; transverse partition plates are arranged at intervals along the height direction in each cavity; the discontinuous reinforcement cages are positioned between the adjacent transverse partition plates, and are integrally connected with the inner wall of the giant steel frame through the tying parts; the continuous reinforcement cage is arranged in a full-length manner along the lengths of the cavities; holes through which the continuous reinforcement cage penetrate are formed in the middle parts of the transverse partition plates. According to the multi-cavity concrete-filled steel tubular wall and the construction method, the technical problems of weak compressive strength and shear strength and poor fire resistance of an ultra-long giant steel plate wall structure are solved, and the multi-cavity concrete-filled steel tubular wall and the construction method can be widely applied to a super high-rise large-span structure.
Owner:姚攀峰

Laser additive manufacturing system and method for polymer wire

The invention belongs to the field of wire additive manufacturing, and discloses a laser additive manufacturing system and method for a polymer wire. The system comprises a lifting table, a wire conveying unit, an extruding unit, a robot and a laser device, wherein the lifting table is a working tabletop for forming a wire; the laser device is used for melting the wire extruded from the extrudingunit; the laser device is arranged outside the extruding unit to separate the melting of the wire from the extruding unit, namely separate wire conveying and melting, so that blockage of a sprayer ofthe extruding unit is avoided; a laser head and the extruding unit are fixed on a working table at the tail end of the robot, so that laser can directly shoot a wire extruding position at any time toensure that the wire is melted under the action of the laser as soon as the wire is extruded; the robot carries the extruding unit and a laser unit to move according to a preset track to realize melting and forming of the wire on a single slice layer; the lifting table goes down to realize forming of all the slice layers, so as to obtain a part to be formed. According to the laser additive manufacturing system disclosed by the invention, the problems of easiness in blockage, difficulty in cleaning, short service life and the like of the sprayer are solved.
Owner:HUAZHONG UNIV OF SCI & TECH

Asphalt construction device and method for road engineering

The invention relates to the technical field of asphalt construction, in particular to an asphalt construction device for road engineering. The asphalt construction device comprises a fixed shell, supporting blocks are welded to the positions, close to the four corners, of the outer walls of the two sides of the fixed shell, telescopic oil cylinders are installed on the outer walls of the tops of the supporting blocks through bolts, and universal wheels are rotationally connected to the outer walls of the bottoms of the telescopic oil cylinders through bearings; and two fixed strips are welded in the fixed shell, a guide shell is mounted in the fixed strips through bolts, a hopper is welded to the outer wall of the top of the guide shell, a stirring shaft is rotationally connected to the interior of the hopper through a bearing, and a plurality of stirring paddles are welded to the outer wall of one side of the stirring shaft. The device has the beneficial effects that through the arrangement of the telescopic oil cylinder, the screw rod and the universal wheels, the telescopic oil cylinder can control the height of the fixed shell, and then the height of the guide shell can be adjusted, so that the paving thickness of asphalt can be adjusted during use, the screw rod can control the height of the scraping plate, and the situation that the scraping plate is broken by a road surface can be prevented.
Owner:广东省佛山公路集团有限公司

Novel buckling energy consumption support

The invention discloses a steel and wood buckling energy consumption support and belongs to the technical field of structural engineering. The buckling energy consumption support comprises a core force bearing steel plate, a periphery constraint part and a no-bonding layer, wherein the main body part of inner core force bearing steel plate is in a linear shape. Connecting sections and transition sections at the two ends of the inner core force bearing steel plate are welded to an auxiliary connecting plate to form a cross-shaped cross section. The periphery constraint part is composed of a wood block wrapped with a steel plate and a CFRP material wrapped transversely in the length direction of a member together. The no-bonding layer is arranged between the core steel plate and the constraint wood block. The invention belongs to the technical field of civil engineering structural damping. Hysteretic energy performance of the steel support member under the effect of a strong earthquake is obviously improved. Compared with the prior art, the process of twining the CFRP outside is adopted in the steel and wood buckling energy consumption support, the structure is compact, the economical and practical effects are achieved. A constraint unit is made of light weight timber, so that the shortcoming that the self weight of a traditional buckling preventing energy consumption support is large is overcome. The steel and wood buckling energy consumption support is easy to machine, is convenient and flexible to use, and has wide market popularizing prospects.
Owner:TONGJI UNIV

Internet-based garbage classification and recovery processing system

The invention relates to an internet-based garbage classification and recovery processing system. The system comprises a feature acquisition module, a central control module, a storage module, a communication module, an interaction module and a garbage throwing module. According to the invention, the feature acquisition module is used to acquire a detection image of to-be-classified garbage, the central control module uses a convolutional neural network model to identify the garbage contour in the image according to the detection image and accurately obtain the classification feature information of each piece of garbage in the to-be-classified garbage, then, the to-be-classified garbage is preliminarily judged and confirmed according to the number of the garbage in the first four of the volume descending order; when it is judged that the garbage is incorrect, classification feature distribution aggregation indexes of all the garbage thrown by a throwing main party are calculated so asto ensure that the to-be-classified garbage is thrown into garbage cans of the corresponding categories when the throwing main party classifies the garbage according to specifications, accurate classification throwing is ensured in combination with the interaction module, and the garbage classification efficiency and the garbage classification accuracy are improved, and meanwhile, the monitoring efficiency for the garbage throwing main party is effectively improved.
Owner:兰州旭阳祥辉科技有限公司

Spraying sandwiched concrete shear wall structure of clamp die fixing machinery and construction method

The invention relates to a spraying sandwiched concrete shear wall structure of a clamp die fixing machinery and a construction method; the method comprises the following steps: a precast steel mesh core plate is installed on a poured-in-place underbeam/foundation correspondingly, then a clamp die column and a clamp die of a clamp die beam are installed, two side surfaces of the steel mesh core plate are fixed by the clamp die, a concrete layer is sprayed mechanically on the surface of the steel mesh core plate, a steel mesh of the steel mesh core plate is solidified in the concrete layer, then the clamp die column and the clamp die beam are poured in place, vibrating is conducted in the pouring process, and the poured concrete is densely solidified with the corresponding edge of the concrete layer, so that a frame light sandwiched concrete beating wall body can be formed. By adopting the method, the effects of integrity, strength, impact resistance, shock resistance, heat insulation, energy conversation and the like of the wall body can be greatly improved, the self weight of the wall body can be reduced, the pouring formwork can be saved by 60%, the working can be reduced, the construction period can be accelerated, the engineering manufacturing cost is lowered, and the invention is particularly suitable for shear walls of multi-layer and high-rise buildings and construction.
Owner:BEIJING HUAMEIKEBO TECH DEV +1

Body position constraint device in CT (computed tomography) inspection

The invention belongs to the technical field of medical instruments and relates to a body position constraint device in CT (computed tomography) inspection. The body position constraint device comprises upper limb positioning devices and a lower limb positioning device, wherein the upper limb positioning devices comprise fixing bases, upper rotating parts with limiting holes, upper locking parts and limiting insertion rods; the upper rotating parts are connected with the upper fixing bases through first connecting parts and second connecting parts on the fixing bases in a hinged manner; the lower limb positioning device comprises a lower fixing base, a lower rotating part with limiting holes, a lower locking part and a limiting insertion rod; the lower rotating part is connected with the lower fixing base through a third connecting part and a fourth connecting part on the lower fixing base in a hinged manner; the upper locking parts and the lower locking part are respectively used forfixing the upper rotating parts with the upper fixing bases and the lower rotating part with the lower fixing base; the upper limb positioning devices are symmetrically arranged on both sides of an inspection bed; and the lower limb positioning device is arranged at the middle and lower part of the surface of the inspection bed. The body position constraint device has the advantages of being flexible to use, is capable of implementing flexible position limiting and constraint with active cooperation with the posture of a patient, is simple and easy to operate, and can be mounted and dismountedfreely.
Owner:SHANGHAI TONGJI HOSPITAL

Organic acid modified Si/TiO2/rGO@C lithium ion battery negative electrode material as well as preparation method and application thereof

The invention relates to an organic acid modified Si/TiO2/rGO@C lithium ion battery negative electrode material as well as a preparation method thereof. The preparation method comprises the followingsteps: S1: adding powder of nano titanium dioxide and silicon into a dispersed medium, performing the ultrasonic dispersion treatment, and ball milling; S2: adding dispersion liquid of graphene oxideinto a mixture obtained in step S1, and ball milling; S3: adding an organic carbon source into the mixture obtained in step S2, stirring, and ball milling; S4: centrifuging and drying the mixture obtained in step S3 to obtain a Si/TiO2/GO/C composite; S5: in an inert atmosphere, calcining the Si/TiO2/GO/C composite obtained in step S4 at 350 to 450 DEG C to obtain the negative electrode material.The invention also relates to application of the negative electrode material in a lithium ion battery negative plate. The preparation method has the advantages of simplicity and convenience in operation, low cost, easy industrialized production and the like; and the obtained negative electrode material is excellent in comprehensive performance, high in capacity retention rate and stable charging-discharging circulation performance.
Owner:SOUTH CHINA NORMAL UNIVERSITY
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