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448results about How to "High turnover" patented technology

Self-help type dish ordering method and system of restaurant intelligent terminal based on wireless network

The invention discloses a self-help type dish ordering method and system of a restaurant intelligent terminal based on a wireless network. The self-help type ordering method comprises the following steps that: S1, a customer browses dishes and orders on a dish ordering intelligent terminal; S2, the dish ordering intelligent terminal transmits dish ordering information of the customer to a server computer through the wireless network; S3, the server computer determines dish delivery ports according to names and types of the dishes ordered by the customer and distributing order information to kitchen intelligent terminals of the corresponding dish delivery ports; S4, the dish ordering intelligent terminal obtains making processes of ordered dishes fed back by key making nodes of a kitchen from the server computer; and S5, the server computer calculates predicted dish serving time of a corresponding dish according to dish queuing waiting time, standard making time, practical making time and delivering time, and feeds back the predicted dish serving time to the order intelligent terminal. The self-help type dish ordering method and system of the restaurant intelligent terminal based on the wireless network, disclosed by the invention, have the advantages of bringing convenience for the customer to immediately know making processes of ordered dishes, reducing error rate and increasing service efficiency and business volume of a restaurant.
Owner:神州美味(北京)信息科技有限公司

Control system

A control system (1) for an online casino game has a man-machine interface (FIG. 1) operable by a player to regulate the progress of the game, and includes a switch means (8) operable by the player to selectively switch the man-machine interface between two modes in which the player may regulate the progress of the particular game. The two modes are a regular mode in which the interface is of a predetermined complexity, and an expert mode in which the interface is of an increased complexity relative to that of the regular mode. The control system is activatable by the player to automatically regulate the progress of a slectable number of consecutive turns of the game without further intervention from the player. The automatic progress of the consecutive turns of the game is interruptible by the player at anytime before completion thereof. The configuration facility is also configurable to cause the selected number of consecutive turns of the game to progress automatically until all the turns are complete, or to terminate upon winning of a jackpot prize available for the casino game, alternatively upon occurrence of a successful wager, further alternatively upon occurrence of a success wager exceeding a predetermined threshold, still further alternatively upon occurrence of a wager that causes a bankroll of the player to change by more than a predetermined amount.
Owner:CORK GROUP TRADING

Construction support and method for overhead large-span heavy-duty cross beam

The invention discloses a construction support and method for an overhead large-span heavy-duty cross beam. The construction support comprises a lower bracket supporting structure, an upper bracket supporting structure located above the lower bracket supporting structure, and a middle supporting structure with the bottom supported on the lower bracket supporting structure. The top face of the upper bracket supporting structure is flush with the top face of the middle supporting structure, and the upper bracket supporting structure and the middle supporting structure form a temporary supporting platform for supporting the cross beam to be constructed. A load bearing structure is erected on the temporary supporting platform. The construction method comprises the steps that firstly, the lower bracket supporting structure is installed; secondly, the upper bracket supporting structure and the middle supporting structure are installed; thirdly, the load bearing structure is erected; fourthly, the support is prepressed; fifthly, the upper cross beam is constructed; and sixthly, the support is removed. According to the construction support and method, design is reasonable, construction is easy and convenient, the using effect is good, and the problems that as for an existing floor steel pipe supporting system, cost is high, the erection process is complex, the construction period is long, the construction risk is high, the requirement for supporting stability is high, and the construction progress of the upper cross beam is affected can be effectively solved.
Owner:CHINA RAILWAY FIRST GRP CO LTD +2

Business mode for operating electronic commerce platform

The invention relates to the field of electronic commerce, in particular to a business mode for operating an electronic commerce platform. The business mode comprises the following steps that: (1) commodities of a factory or a warehouse can be sold on a platform website after the commodities are evaluated and approved by a certification authority of a third party; (2) a customer selects the commodities on the platform website, determines the commodities required to be bought and transfers payment of the commodities to a bank supervisor through online operation; (3) the bank receives the payment of the commodities, makes confirmation and transmits information to the platform website, and a platform informs the factory or the warehouse that the commodities are delivered to the customer through a logistics corporation; (4) the customer receives the commodities, confirms acceptance and signs a bill, and the logistics corporation informs the platform and the bank that the payment of the commodities is transferred to the platform for distribution according to the bill of the customer; and (5) the customer can enjoy integral distribution profit when consuming on the website platform and multi-industry affiliated merchants. Dual certification is performed on the commodities and the requirement on the commodity quality is high, so that the customer can buy high-quality commodities and healthy development of online shopping is promoted.
Owner:上海福资堂实业有限公司

Channel plate mold and method for manufacturing channel plate by means of channel plate mold

The invention relates to the field of manufacturing of building prefabricated pieces and provides a channel plate mold. The channel plate mold comprises a stress system and a forming system. The forming system is placed in the stress system. A prestressed steel bar penetrates through the forming system to be connected to the stress system. The forming system is separated from the stress system. The acting force generated through contraction after the prestressed steel bar is tensioned is conducted to the stress system. The channel plate mold has the effects that the number of times of mold transferring is increased, the service life is prolonged, and the overall weight of the mold is reduced. The invention further provides a method for manufacturing a channel plate by means of the channel plate mold. The method for manufacturing the channel plate by means of the channel plate mold comprises the steps that S1, an internal mold underframe is provided; S2, a core mold body is provided and fixed on the internal mold underframe, the core mold body comprises a movable part and a fixed part, and the movable part of the core mold body is fixed through a limiting bolt; and S3, a pair of end mold bodies and a pair of side mold bodies are provided, the end mold bodies and the side mold bodies are all fixed on the internal mold underframe, and a channel storage space used for storing concrete can be formed by closing the pair of end mold bodies and the pair of side mold bodies.
Owner:SICHUAN HUASHI GREEN HOMELAND BUILDING MATERIALS

Hollow filled plastic-steel building template and composite structure

The invention relates to a hollow filled plastic-steel building template and a composite structure. The inner lateral surfaces of the building template are provided with longitudinal slots enclosed by double flanges respectively; hard supporting plates are inserted and fixed between every two opposite longitudinal slots; the centers of the two opposite lateral surfaces or three or four lateral surfaces of the building template are provided with grooves parallel to corresponding relatively-longer side edges respectively; and a lightweight filling material is filled into the cavity of the template. The composite structure consists of the template, corner connecting pieces and middle prisms, wherein the side edges of the corner connecting pieces are provided with longitudinal ribs which are matched with corresponding grooves on each side edge of the template; the middle prisms are matched with the grooves on each side edge of the building template; and simultaneously, each prism has a width which is twice that of the groove. The hollow filled plastic-steel building template integrates the advantages and characteristics of a steel formwork, a timber formwork and a hollow plastic formwork, has the advantages of strong strength, long service life, smoothness, easy de-molding, no bend, no deformation, lightweight and flexible mounting and dismounting, can improve the working efficiency and is applied to popularization and implementation.
Owner:徐秀良

Glass fiber cement non-removal formwork system, connection structure and construction method of connection structure

The invention discloses a glass fiber cement non-removal formwork system, a connection structure and a construction method of the connection structure. The formwork system comprises a panel group, a support frame structure and a split bolt, wherein transverse interlocked strengthening grooves are formed in the inner side surface of a panel unit at intervals; the support frame structure comprises a frame steel sheet strip, a cross-panel connection assembly and a telescopic panel-attached brace; the frame steel sheet strip is arranged in a full length along the height direction of the panel unit; the cross-panel connection assembly comprises a one-way cross-panel connector; and the split bolt passes through the one-way cross-panel connector and tightens the formwork system from front to back. The connection structure comprises a floor, a formwork bottom locating assembly, a formwork top locator and the glass fiber cement non-removal formwork system. The glass fiber cement non-removal formwork system is simple in form, relatively large in combination rigidity, high in manufacturing accuracy, tight in seam, safe and reliable in structure, good in overall performance, relatively high in turnover frequency, energy-saving and environment-friendly. According to the connection structure and the construction method thereof, the construction efficiency of formwork engineering is improved and the construction cost is reduced.
Owner:HEBEI INSTITUTE OF ARCHITECTURE AND CIVIL ENGINEERING

Tunnel concrete lining formwork apparatus

The present invention discloses a tunnel concrete lining template device comprising a template system and needle beam system for bearing; the template system comprises template assembly and template pylon; the template assembly comprises arced left die, right die, top die and bottom die; the left die, right die, top die and bottom die are correspondingly connected to form template assembly with round section; the template pylon is hung on the top die; and bottom of the template pylon is respectively installed with left die, right die and telescopic standing demoulding device connected by the bottom die; the needle beam system comprises bearing needle beam placed in the upper part of the tunnel and pre and post supporting leg device for supporting the bearing needle beam; upper end face of the bearing needle beam is in slide contact with the top die and the needle beam is placed on the template pylon; and the bottom die is in the detachable structure; the bottom die in the detachable structure is installed with opening part which is able to execute trowel-finishing on the surface of the tunnel bottom arch concrete after detaching or turning over when the concrete is initially set. The template device effectively removes the problem of foam of the traditional whole section template bottom arc foam and improves the internal appearance molding quality of the bottom arc concrete.
Owner:SINOHYDRO BUREAU 14 CO LTD

Reinforcing method for U-bar hoop formworks of large-section frame column

A reinforcing method for U-bar hoop formworks of a large-section frame column mainly comprises the implementation steps of 1, formwork design and checking calculation, 2, formworks arrangement, numbers giving and piling; 3, U-bar hoop processing, 4, pull screw manufacture, 5, column axis determination and elevation measurement, 6, column root formwork processing, 7, quality inspection, 8, erection of a support frame body, and 9, installation of the column formworks. The reinforcing method for U-bar hoop formworks of a large-section frame column fully utilizes rigidity and strength of U-bars, effectively controls section deformation of the frame column, avoids influence on building appearance quality caused by holes formed by penetrating the penetrating pull screws through components, solves the quality problems of jig displacement, formwork expansion, slurry leakage and the like to some extent, and meanwhile reduces use quantity of fasteners. All the construction materials can be reused, and cost is saved. The reinforcing method for U-bar hoop formworks of the large-section frame column is simple to operate and simple and easy in procedure, not only effectively shortens construction periods, improves quality and saves the cost, but also is simple in process, practical and reliable.
Owner:CHINA MCC17 GRP

User information association method and information push system

The invention provides a user information association method and an information push system. The method comprises the steps that when a user triggers an event in an offline commercial place, user identity information is acquired, and a mobile equipment MAC code corresponding to the trigger event or all the mobile equipment MAC codes in the area in which the trigger event occurs is/are acquired; virtual binding is performed on the user identity information and the mobile equipment MAC code acquired under the trigger event; the user identity information and the mobile equipment MAC code having the highest degree of association are selected in a screening way according to the virtual binding result of the same trigger event; and the selected mobile equipment MAC code acts as an index, and the selected user identity information corresponding to each trigger event is associated so as to obtain a user information list. The user identity information list is established, and the behavior tracks of the user in the offline commercial environment and the consumption records and the browsing records under the user identity information are combined through the user identity information list to perform data analysis so that the demands and the preferences of the user can be comprehensively and accurately determined.
Owner:BEIJING SHUZHI TECHNOLOGY CO LTD

Exposed inverted steel bar grouting sleeve prefabricated concrete column and construction method thereof

PendingCN108930360AGrouting program visibleThe grouting procedure is controllableStrutsForms/shuttering/falseworksSteel barPurchasing
The invention provides an exposed inverted steel bar grouting sleeve prefabricated concrete column, and a construction method thereof. One end of the exposed inverted steel bar grouting sleeve prefabricated concrete column is provided with an assembling tenon, the other end is exposed for a certain length, and the end part of the other end is provided with a steel bar provided with threads; the cross section of the assembling tenon is smaller than that of the column; the size of the assembling tenon is designed to match an inverted single hole semi-grouting steel bar sleeve. The construction method comprises following steps: prefabricated concrete column manufacturing, inverted steel bar grouting sleeve installation, installation temporary diagonal bracing, grouting, steel bar sleeve enclosing, and the like. The material of the inverted single hole semi-grouting steel bar sleeve is more convent for processing, purchasing, and storing, and is small in occupied space area, so that prefabricated concrete externally hung wallboard semi-embedded semi-exposed requirements are satisfied, wallboard and main structure deformation adaptation requirements can be satisfied, damage of members under earthquake action is avoided, earthquake proof safety performance is improved, and a problem in the prior art that inner wall surface decoration occupied space is too large because of protrudingof wallboard supports out from the inner wall surface is solved.
Owner:山东高速德建集团有限公司
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