88results about How to "Achieve wholeness" patented technology

The invention discloses a traditional Chinese medicine composition for treating chronic pharyngitis and a preparation method thereof, relating to the field of medicines. The invention aims at providing a traditional Chinese medicine composition which can treat both manifestation and root cause of the disease, combine a long-term curative effect with a short-term curative effect and comprehensively treat the chronic pharyngitis, and a preparation method thereof. The key point of the technical scheme disclosed by the invention is as follows: the traditional Chinese medicine composition comprises the following raw materials in parts by weight: 12-20 parts of platycodon root, 9-15 parts of drug sweetflag rhizome, 9-15 parts of blackberrykiky rhizome, 9-15 parts of thinleaf milkwort root-bark, 12-20 parts of medicine terminalia fruit, 8-15 parts of caladium, 8-15 parts of tangerine peel, 8-20 parts of Indian buead, 12-30 parts of honeysuckle flower, 5-15 parts of peppermint, 12-30 parts of Mongolian dandelion herb, 12-30 parts of dwarf lilyturf tuber, 12-30 parts of Chinese angelica, 12-30 parts of radix salviae miltiorrhizae, 10-15 parts of twotooth achyranthes root, 10-20 parts of fructus forsythiae, 5-15 parts of great burdock achene, 3-12 parts of cicada slough, 6-15 parts of figwort root, 5-15 parts of notoginseng, 5-15 parts of cape jasmine fruit, 3-10 parts of liquorice root and the like.

The invention provides a common functional platform for a city. The platform comprises a generality supporting service system, an overall core service system and a data sharing exchange service system; the generality supporting service system is used for calling and using data resources, establishing a generality common service which is required by a city running management center, and establishing an application which is related to city operation according to the generality common service; the overall core service system is used for achieving collection and management of geographical information data, city service registration management and service process registration management; the data sharing exchange service system is used for achieving unified management of data exchange and datasharing. The common functional platform for the city has the advantages that municipal resources, society resources, ICT resources, service resources, data resources and object resources are subjectedto unified identification and description, all types of resource data are subjected to information integration, fusion and integration, and services, functions and processes among all services of thecity are integrated.

A cold-hot sequential coupling forming technology of large-scale aluminium alloy complex structural members is a novel forming technology which is derived from the intersection and fusion of liquid-filled forming technology and hot-stamping forming technology. The novel forming technology has the characteristics of liquid filling forming and hot stamping forming at the same time. The cold-hot sequential coupling forming technology comprises the steps that the upper and lower dies are closed, according to adjusting the blank holder force, a panel veneer is impacted between the dies; the panel veneer is attached to die profiles in function of high pressure liquid in a liquid chamber, the forming of most features is completed; and after forming the liquid-filled, according to the characteristic of the thermoplasticity of materials, the hot-stamping technology process is carried out by using heated movable insert blocks, the forming of local features is completed, sequential forming of different part features is completed, and final product parts are obtained. The dies are installed in one time, and two forming processes are realized, and thus the time-consuming of switching the dies is reduced, and the accuracy requirements of global forming and external dimensions of the product parts are guaranteed. At the same time, the movable insert blocks are convenient to install and easy to replace, so the time of repairing dies is reduced and the production efficiency is improved. The sequential forming technology has the unique advantages of in the forming of aerospace, automotive and other fields of complex structural alloy members, and has wide application prospect.

The invention discloses a surrounding rock reinforcement method for a junction tunnel section in an upper-soft lower-hard stratum constructed adopting a shield method and a mining method. The method comprises the steps that 1, tunnel face grouting reinforcement is carried out, specifically, grouting reinforcement is carried out on stratum in front of an excavation face of an upper tunnel body by adopting grouting pipes; 2, junction surface grouting reinforcement is carried out, specifically, grouting reinforcement is carried out on the reinforced stratum by adopting sleeve valve pipes; 3, tunnel arch part advanced support is carried out, specifically, advanced support is carried out on an arch part of the junction tunnel section; 4, grouting pipe removal is carried out; and 5, tunnel faceplugging is carried out, specifically, a tunnel face is plugged through concrete backfilling, and a tunnel face plugging structure is obtained. The method is reasonable in design, simple and convenient to construct and good in use effect, and surrounding rock of the junction tunnel section is effectively reinforced by the method of combining the surface grouting reinforcement with the in-tunnel reinforcement so that the mechanical property of the surrounding rock can be effectively improved; and the tunnel face of the junction tunnel section is reliably plugged before and after reinforcement so that tunnel safety construction can be effectively guaranteed, and ground settlement caused by excavation can be effectively reduced.

The invention relates to a shutter type sunlight greenhouse, comprising a sunlight greenhouse frame, wherein the door panel and the back of the frame are provided with glass. The sunlight greenhouse frame disclosed by the invention is characterized in that two sides and top surface of the frame are respectively provided with a shutter blind, the shutter blind comprises a plurality of acanthuses which are arranged in parallel, the acanthuses are connected into a whole by virtue of annular steel cables which are arranged vertical to the acanthuses, and multiple steel cables are arranged on the acanthuses; and spindles at the upper end and the lower end of the shutter blind are respectively provided with turning wheels in the same quantity, and the steel cables are sheathed onto an upper turning wheel and a lower turning wheel at positions corresponding to the steel cables. According to the invention, the shutter blind is applied to the sunlight greenhouse, sunshading and ventilation of the sunlight greenhouse can be effectively realized, temperature and humidity in the sunlight greenhouse can be scientifically and effectively managed, integrality and accuracy of regulation on the temperature and humidity of the sunlight greenhouse can be realized, labour time can be saved, labour intensity and cost can be reduced, and higher economic value can be achieved.

The invention discloses an online monitoring and evaluation method and system for the shielding effectiveness of a shielding layer of a communication cable. The method comprises: on the basis of a cable segmented frequency sweeping measuring method, fault identification and positioning of a cable shielding layer are carried out; with a loop impedance measurement method, the state of a grounding resistor of the cable shielding layer is determined; comprehensive analysis and reverse evaluation of the shielding effectiveness of the cable are carried out by using an algorithm. According to the invention, reasonable quantitative evaluation of the shielding effectiveness, which can not be evaluated easily in the prior art, of the shielding layer of the communication cable is realized; and a problem of the safety field of the communication cable shielding is solved. Meanwhile, with measurement of various cable physical parameters, systematic, holistic and complementary evaluation of the cableshielding layer is realized.

The invention discloses a waterproof structure for an ecological artificial lake, relates to a waterproof technology for underground construction, and specifically relates to a waterproof technology for the bottom of an ecological artificial lake. The waterproof structure for the ecological artificial lake comprises a rammed-earth layer, a silty clay-rolled cushion layer, a silty clay-rolled protection layer and a medium sand water purification layer. The waterproof structure for the ecological artificial lake is characterized in that the constructed layers of the waterproof structure are located at the bottom of the waterproof structure, and sequentially are the rammed-earth layer, the silty clay-rolled cushion layer, a bentonite waterproof layer, a non-woven fabric, the silty clay-rolled protection layer, a silty clay-rolled counter-weight and the medium sand water purification layer from bottom up; the edge of the waterproof structure is more than 200mm higher than the horizontal plane; and a concrete protection belt is laid on the upper part of the edge of the waterproof structure, and the concrete protection belt is located on the upper part of the edge of the bentonite waterproof layer for preventing the bentonite waterproof layer from leakage. The waterproof structure for the ecological artificial lake, which is disclosed by the invention, has the characteristics of being novel in structure, simple and convenient to construct, capable of reducing construction cost, high in waterproofness, capable of achieving a service life of over thousand years, and the like; therefore, a novel waterproof structure for an ecological artificial lake, which integrates economical efficiency with practicability, is achieved.

The invention relates to a three-dimensional freezing printing method of ceramic components. The method comprises the following steps that (1) ceramic powder, silica sol, polyethylene glycol and polyvinyl alcohol are subjected to ball milling to obtain a ceramic slurry; (2) a printing cavity of a 3D printing device is cooled to minus 10 DEG C to minus 60 DEG C, and then the ceramic slurry is usedfor printing; the wet mud material extruded from nozzles is bonded to a printing base plate to form a first layer of mud material; printing is continuously conducted, the wet mud material extruded from the nozzles continuously form a second layer of mud material, a third layer of mud material.., and an Nth layer of mud material on the first layer of mud material; and the formed mud layers are gradually fused, and when printing is carried out to by 4-10 layers, the inner mud material layers and the interlayers are gradually frozen and solidified to obtain a green body; and (3) the green body isfreeze-dried and then heated and sintered to obtain the ceramic component. According to the printing method, the integrity of the printed ceramic can be realized, and the bonding strength between thelayers is improved.

The invention discloses a field 3D printed wall column structure and a construction method thereof. A concrete structure bottom plate, embedded steel bars, a hole lintel, a structure column reinforcement cage, a 3D printing outer wall, a 3D printing inner wall, 3D printing wall inner ribs and cast-in-place column concrete are included. 3D printing special equipment is adopted for conducting 3D printing wall construction, after a hole is reserved for installing the structure column reinforcement cage, a 3D printing hole prefabricated component is used for blockage, finally, cast-in-place concrete is poured, and an integral structure is formed by a structure column and the 3D printing wall. The field 3D printed wall column structure and the construction method thereof solve the problems thata field 3D printed building is poor in integrity and low in structure safety; and structure stability of the field 3D printed building technology is improved, and the construction quality is guaranteed.

The invention discloses an HDPE flatly sealed all-steel-belt corrugated discharging tube and a production technology. A tube wall of the HDPE flatly sealed all-steel-belt corrugated discharging tube comprises a polyethylene inner layer, a spiral steel belt middle layer and a polyethylene outer layer which are tightly attached from inside to outside, wherein the spiral steel belt middle layer is formed by sequentially spirally winding concave and convex steel belts from one end to the other end; a plurality of through holes are formed in edges of adjacent spiral units which are in lap joint correspondingly; the through holes are filled with polyethylene and are connected with the polyethylene inner layer and the polyethylene outer layer to form a whole body; troughs are formed in steel belt lap joint positions of the surface of the tube wall of the discharging tube; crests are formed at steel belt projections; the troughs in ends of the discharging tube are filled with polyethylene so that flat end structures are formed at the ends of the discharging tubes. Plastic-steel separation is realized through the design of the connecting steel belts, continuity of the steel belts and integrity of the tube can be realized, and the compressive property of the tube can be guaranteed. In addition, the ends of the discharging tube are flat, so that flat sealing can be convenient to implement when tubes are in butt joint or are mounted in a wellhead, and construction quality is guaranteed.

The invention discloses a tunnel construction method for a formation with an upper soft part and a lower hard part. During construction of any one of to-be-constructed tunnels of the construction tunnel, the method comprises the following steps: 1, performing back side tunnel segment excavation and preliminary bracing construction; 2, performing junction tunnel segment surrounding rock reinforcement and back side tunnel segment in-cavity temporary reinforcement; 3, disassembling a tunnel temporary supporting cover arch; 4, enabling a shield tunneling machine to move forwards and performing tunnel secondary lining construction; and 5, performing shield tunneling construction. The method is reasonable in design, simple and convenient to construct and good in use effect; the stability of theback side tunnel segment is guaranteed by a tunnel temporary supporting cover arch; the junction tunnel segment surrounding rock is effectively reinforced by a mode of combining ground surface grouting reinforcement with in-cavity reinforcement, so that the mechanical property of the surrounding rock can be effectively improved, the safe construction of the tunnel can be effectively guaranteed andsurface subsidence caused by excavation can be effectively reduced; and after the junction tunnel segment surrounding rod reinforcement is completed, the tunnel temporary supporting cover arch is disassembled and the shield tunneling machine moves towards in place to perform construction on the front side tunnel segment, so the construction process is safe and reliable.

The invention refers to the methods of making the pipe stake interface, prefabricate part consisted of the interface of the prefabricate part, the connection instruction between the prefabricate parts and prefabricate part. Top screw blow tip inflation mesh connection interface comprises inflation draw screw cap; the inflation mesh the screw; peak draw screw cap and inflation pin. The inflation draw screw cap connects to the screw part of the inflation mesh the screw. When they are face to face connected, the mesh gear of inflation mesh the screw inflate mesh in the inflation mesh cavity of the peak draw screw cap by the role of the inflation pin, the pre-make part which is made of top screw blow tip inflation mesh connection interface has the inflation draw screw cap and the top draw screw cap inserted in the two ends respectively. Many items of the portrait reinforcing steel bar's two ends clip to the steel cap of the inflation draw screw cap and the peak draw screw cap respectively. The inflation mesh screw cap used to the connection between the pre-make parts.

The invention discloses a furnace beam and vertical column fire-resistant thermal insulation lining structure of a walking beam furnace for heating high-temperature oriented silicon steel. The furnace beam and vertical column fire-resistant thermal insulation lining structure comprises a metal pipe forming a foundation of a furnace beam or a vertical column, wherein heat-resistant cushion blocks are arranged on the metal pipe forming the foundation of the furnace beam at intervals along the axis direction, metal anchoring parts are uniformly distributed on the outer wall of the metal pipe along the axial direction and the peripheral direction, a fire-resistant insulating layer is formed to cling to the outer wall of the metal pipe in a pouring manner and is combined with the metal anchoring parts, and the fire-resistant insulating layer is sequentially covered by a slag-bonding prevention layer and an anti-oxidation coating. As the heat preservation and slag-bonding prevention double-layer structure and the design of appropriate thickness are adopted by the furnace beam and vertical column fire-resistant thermal insulation lining structure of the walking beam furnace, the integrality of a thermal insulation lining is improved, and the comprehensive usability of the thermal insulation lining is improved.

The invention discloses a management system based on an industrial internet of things platform, which comprises an enterprise monitoring center, a data acquisition module, a data processing module, a data output module, a data management module and terminal equipment, and the data acquisition module is used for acquiring employee magnitude information, equipment magnitude information and product quantification information on a production line, and sending the information to the data processing module; the data processing module carries out the following energy level evaluation operation on the received employee magnitude information, equipment magnitude information and product quantification information; according to the system, energy level evaluation operation is carried out on the employee condition and the equipment condition together to obtain magnitude data of the employee aspect and the equipment aspect, then digital integration is carried out on the magnitude data to obtain a comprehensive judgment signal combining the employee and the equipment, and the production condition on a production line is effectively judged through the signal, therefore, integral and digital expression of production equipment, personnel conditions and production capacity on a production line is realized.

The present invention provides a settlement sheet generation method and device, computer equipment and a storage medium, the settlement rule set and the field mapping set corresponding to the target settlement service are configured under the scene name and the flow node, and the rule configuration model is generated; when the settlement service arrives at the flow node under the scene name, according to the existing rule configuration model matched with the scene name and the flow node, the settlement sheet of the settlement service is generated, the charging module separated from the service rule is integrated into the rule configuration, and the dynamic attribute in the settlement sheet is processed in a configuration field mapping mode, so that the integrity of the rule configuration is realized, and finally, automation and standardization of an online settlement process are achieved.

The invention discloses a face shell for an intelligent wearing part. The face shell comprises a face shell body, wherein the face shell body is provided with a display wafer and a face shell sheet ofwhich the outline is the same as that of the face shell body; the face shell body is processed by the following steps: 1, forming a single-color membrane; 2, performing primary injection molding to obtain an injection molding sheet of which the bottom surface is provided with a transparent plastic layer; 3, performing CNC (computer numerical control) cutting to cut the injection molding sheet inthe step 2 into a circular cutting sheet; and 4, performing secondary injection molding to obtain a face shell sheet structure in which the display wafer in the step 3 is embedded, wherein the face shell sheet structure and the display wafer form the face shell body. Compared with the prior art, the face shell is subjected to injection molding twice, and an injection molding part subjected to primary injection molding is used for displaying a transparent area, so that the part, positioned in the transparent area, of the whole face shell achieves a steel wire wear-resistant effect, and the integrity of the face shell is realized; therefore, the waterproofness of the face shell is not influenced, and the injection molding quality is guaranteed.

The invention provides a precast pavement structure and a Z-shaped rubber insert applied to the structure. The pavement structure is formed by a plurality of T-shaped precast block pavement spliced and clamped together, and the Z-shaped rubber insert is arranged between the splicing faces of the adjacent T-shaped precast blocks in a clamping way. The rubber insert comprises an insert framework and rubber at the outer layer of the insert framework, the insert framework is provided with transverse reinforcing steel wires along two vertical bending directions starting from the corner center, and the framework is provided with a plurality of longitudinal reinforcing steel wires in the longitudinal direction. Under the action of the insert, the tiny rotational deformation of the T-shaped precast blocks under the action of wheels can be achieved so as to reduce the rotational displacement, so that the smoothness in the traveling of construction vehicles is improved, meanwhile, the stress-focusing effect at the internal corners of the precast blocks in the traveling process is weakened, and the integrity and the continuousness of the interlock effect of the pavement structure are achieved.

The invention belongs to the technical field of foundation pit engineering, and particularly relates to a hollow concrete-filled steel pipe supporting prefabricated part and a construction method thereof. The hollow concrete-filled steel pipe supporting prefabricated part comprises a steel pipe and a connector steel plate, the steel pipe is filled with concrete, and a hollow part penetrating in the axial direction is arranged in the concrete; a steel reinforcement framework is arranged in the concrete; annular joint steel plates are welded to the two ends of the steel pipe; and the inner sidesof the joint steel plates are connected with the steel reinforcement framework, and the outer sides of the joint steel plates are located outside the steel pipe. The invention further provides a hollow concrete-filled steel pipe support and a supporting system. The hollow concrete-filled steel pipe support is formed by connecting and assembling a plurality of the hollow concrete-filled steel pipesupport prefabricated parts through bolts. The supporting system comprises an enclosure structure, a top beam, a waist beam, and the hollow concrete-filled steel pipe support. The hollow steel pipe concrete supports are supported between the two opposite sides of the top beam and between the two opposite sides of the waist beam. The bearing capacity, the deformation resistance, the integrity, andthe middle joint strength of the hollow steel pipe concrete support can be improved.