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84results about How to "Increase installation cost" patented technology

Transforming plant assembly type cable slot body and spreading method

The invention relates to a transformer substation assembly type cable trench body and a pavement method. The transformer substation assembly type cable trench body is mainly formed by connecting a plurality of sections of water-proof reinforced concrete trench bodies with U-shaped transverse cross-sections in sequence; a flange section and a groove which can be connected in tandem are respective arranged at the front and the rear ends of the trench body, a tongue-and-groove lapped back and forth is formed, and a rubber strip is installed between the trench bodies connected in tandem; the pavement method comprises the following steps: the cement bonded sand with thickness of 100 mm is paved on the conventional C15 plain concrete cushion course, and is used for the equalization of the assembly type cable trench body installed later; then the sections of the well prefabricated trench bodies are connected together through the lap-joint tongue-and-groove in sequence, and the rubber strip is underlaid at the connected point; and compared with the prior art, the invention has the advantages of reduced construction period, reduced pavement cost, improved work efficiency and labor productivity, greatly improved appearance quality and better popularization and application values.
Owner:ZHEJIANG ELECTRIC POWER DESIGN INST +1

Vehicle braking method and device based on vehicle weight and gradient self-adaption and medium

The invention provides a vehicle braking method and device based on vehicle weight and gradient self-adaption and a medium. The method comprises the following steps: determining a first forgetting factor corresponding to vehicle weight data and a second forgetting factor corresponding to road slope data; obtaining a forgetting vector; based on the forgetting vector and a preset recursive least square method with a forgetting factor, constructing a corresponding vehicle weight and road slope estimation model; obtaining vehicle weight estimation data and road slope estimation data at the current moment according to the driving state parameters and the vehicle performance parameters of the vehicle at the current moment and the vehicle weight and road slope estimation model; and according to the vehicle weight estimation data and the road slope estimation data at the current moment, determining the brake pedal force and the brake safety distance of the vehicle at the current moment, and conducting vehicle braking based on the brake pedal force and the brake safety distance. Therefore, an emergency braking system can carry out self-adaptive control on the braking safety distance and the braking pedal force according to the vehicle center and slope conditions.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY +1

Installation method of combined joint with steel structure

ActiveCN101858150AIncrease the section flexural modulusImprove corrosion resistanceBuilding material handlingHigh intensitySteel columns
The invention provides an installation method of a combined joint with a steel structure, which belongs to the technical field of architectural construction. The installation method mainly comprises the following installation steps of: firstly, welding channel steel 4 additionally at a position on a steel column 1, which is connected with a truss and welding an inner baffle plate 5 at the positions of 80 to 150mm at the inner sides of the end parts of an upper chord 2 and a lower chord 3 of the truss respectively; and then, welding an end sealing plate 6 additionally at the edge of each inner baffle plate 5, welding connecting plates 7 at the lower parts of the end sealing plates 6 and then welding vertical stiffening ribs 8 at both sides of the connecting plates 7 and the end sealing plates 6. During installation, the connecting plates 7 and the channel steel 4 are directly connected by using high-strength bolts 9. By the invention, the combined joint mode of the inner baffle plates 5 and the vertical stiffening ribs 8 is adopted, perforations required by a traditional joint are cancelled, the upper chord and the lower chord of the truss and the wall of the steel column 1 do not need to be welded, the manufacturing process and the manufacturing cost are reduced, force transfer is more definite, the strength of the joint is increased, and the safety coefficient of the steel structure is enhanced.
Owner:安徽鲁班建设投资集团有限公司

Installation construction technology of point-supported glass curtain wall

The invention relates to an installation construction technology of a point-supported glass curtain wall. The installation construction technology comprises a supporting device, a clamping device anda sucking disk gluing device, wherein the clamping device is installed on the right side of an upper end face of the supporting device; the sucking disk gluing device is installed on the left side ofthe clamping device; and the sucking disk gluing device is installed on the left side of the upper end face of the supporting device. The technology provided by the invention can solve the problems that glass curtain walls are generally installed by hoisting during use of existing installation construction technologies of a point-supported glass curtain wall, and damage can easily take place to the glass curtain wall during hoisting, installation cost of the glass curtain wall is increased, the direction of the glass curtain wall cannot be controlled easily during embedding, and installation construction time is prolonged; and the existing installation construction technologies of the point-supported glass curtain wall request manual embedding of the glass curtain wall and painting construction, so manual labor strength is increased, painting smoothness is non-uniform, and safety risks of workers are increased in overhead operations.
Owner:中安恒慧建设集团有限公司

Fe-Ce composite catalyst for hydrogen sulfide-based catalytic reduction desulfurization and denitrification process and preparation method thereof

The invention discloses a Fe-Ce composite catalyst for a hydrogen sulfide-based catalytic reduction desulfurization and denitrification process and a preparation method thereof. The composite catalyst is prepared by taking Al2O3-TiO2 as a compound carrier and loading an active component Fe2O3-CeO2. The invention also discloses the preparation method for the Fe-Ce composite catalyst for the hydrogen sulfide-based catalytic reduction desulfurization and denitrification process. The preparation method comprises the following steps: 1) firstly preparing the compound carrier Al2O3-TiO2; and 2) preparing the composite catalyst Fe2O3-CeO2/Al2O3-TiO2. The catalyst prepared according to the method is simple in process, is convenient in large-scale industrial production and can realize synchronous removal within a common industrial catalytic temperature segment under lower temperature of 160-240 DEG C, so that the composite catalyst has higher economic value and promotional value. In later period, the higher conversion rate of nitric oxide and sulfide can be realized in the manner of further modifying the catalyst, including further increasing or reducing Ce and Fe contents, or adding other trace components and even optimizing the reaction condition.
Owner:SOUTH CHINA NORMAL UNIVERSITY

Connecting system for back-bolt type stone curtain wall

The invention provides a connecting system for a back-bolt type stone curtain wall. According to the connecting system for the back-bolt type stone curtain wall, by arranging a locking device on a back-bolt connecting member at the upper end of a stone plate, locking and opening of the back-bolt connecting member at the upper end of the stone plate and a metal supporting piece on a curtain wall frame cross beam are realized in situ; a back-bolt connecting member at the lower end of the curtain wall stone plate and an L-shaped metal supporting piece on the curtain wall frame cross beam rotate for a certain angle so that the stone plate can be changed and mounted at will. The connecting system for the back-bolt type stone curtain wall has the advantages that the construction method is flexible; without any effect on the mounting quality, the stone curtain wall can be mounted from any position of the stone curtain wall according to the actual situation of the site; the curtain wall stoneplate can be conveniently detached and changed; by using a locking device on the connecting system on the back of the curtain wall stone, the locking and opening between the connecting member and themetal supporting piece on a curtain wall frame can be realized in situ so as to detach and change the curtain wall stone plate in situ; the maintenance is convenient; by using the connecting system, the curtain wall stone plate is changed in an original position; the stone curtain wall is very convenient to maintain; and for the originally mounted stone curtain wall, the stone plate can also be conveniently maintained and changed by using the connecting system.
Owner:邱建平 +2

Energy storage battery cluster with simplified structure

The invention discloses an energy storage battery cluster with a simplified structure, which comprises a battery rack, the inner surfaces of the two sides of the battery rack are provided with battery modules and battery module occlusion grooves, a battery module layer support is arranged between the inner surfaces of the two sides of the battery rack, and the outer surface of the upper end of the battery module layer support is provided with a battery cluster body. According to the energy storage battery cluster with the simplified structure, after the lithium batteries form the module, the module is directly installed on the battery rack of the battery cluster, the weight of the module is directly borne by the reinforcing beams of the battery rack, and a bottom shell in a traditional method is omitted. Occlusion structures are arranged between the modules as well as between the modules and the battery rack, so that the structure is stable, and easy dislocation caused by shaking or external impact is avoided. Due to the fact that no closed pack shell is arranged outside the module, the heat dissipation area of the module is increased, and the heat dissipation efficiency is higher. A large module structure is adopted, the structure is simplified, meanwhile, the material cost and the manufacturing cost are reduced, and meanwhile installation and maintenance are convenient.
Owner:SHANGHAI YUYUAN POWER TECH CO LTD

Compression-resistant PE communication pipe

The invention discloses a compression-resistant PE communication pipe in the technical field of PE pipes, a sandwich layer is arranged on the outer wall of the inner tube, the sandwich layer includesa shock absorbing pad, a bubble sphere layer is arranged in the inner cavity of the shock absorbing cushion, a composite pearl cotton layer is arranged in the inner cavity of the bubble sphere layer,a foam layer is arranged in the inner cavity of the composite pearl cotton layer, a reinforcement layer is arranged in the inner cavity of the foam layer, a shock absorbing spring is arranged in the inner cavity of the protective sleeve, the gap between the reinforce layer and the inner tube body is filled with rubber balls, an outer pipe body is arranged on the outer wall of the sandwich layer, an anticorrosion wear-resistant layer is arranged on the outer wall of the outer pipe, the outer wall of the anti-corrosion and wear-resistant layer is uniformly provided with auxiliary wear-resistantconvex grains, the anti-compression performance of the pipe is greatly improved by the mutual cooperation of the shock absorbing cushion, the foam layer and the shock absorbing spring of the inner cavity of the sandwich layer, the deformation of the pipe caused by the external reasons is prevented, the use is affected, the installation cost is increased, and the installation environment can be optimized by the auxiliary wear-resistant convex grains, so as to meet the use demand.
Owner:黄永龄

Variable frequency type three-phase wind power generation system and control method thereof

The invention relates to a wind power generation system and a control method thereof, in particular to a variable frequency type three-phase wind power generation system and a control method thereof. The variable frequency type three-phase wind power generation system comprises a master control part, a rectification circuit, an inverter circuit, a detection circuit, a storage battery charging and discharging circuit, a storage battery interface, a wind power generator interface, a power frequency load interface, a variable frequency load interface, an electronic control switch, a warning answering device, and an optional isolation transformer. The control method comprises the following steps: before the variable frequency load is electrified, on the premise that all power frequency loads are allowed to be powered off, all power frequency loads are disconnected and forbidden to be switched on, and the variable frequency load is electrified in a variable frequency mode; when the frequency is changed into a constant power frequency, a system automatically electrifies the power frequency loads which are allowed to be electrified one by one by referring to the advanced setting of a user, wherein the power sum of the power frequency loads is not more than the residual power generation capacity of the system. For the wind power generation system containing the motor type load, the installed capacity of the wind driven generator is reduced at the beginning of the scheme design by the invention, and the cost is lowered.
Owner:李木

Pile stabilizing frame for pile sinking of offshore wind power batter pile group and pile sinking method

The invention relates to a pile stabilizing frame for pile sinking of an offshore wind power batter pile group and a pile sinking method. The pile stabilizing frame comprises a supporting frame, a first limiting frame and a second limiting frame; the first limiting frame and the second limiting frame are arranged at two opposite ends of the supporting frame correspondingly; rotatable first batter pile positioning mechanisms are arranged on the first limiting frame; a plurality of second batter pile positioning mechanisms are arranged on the second limiting frame; and on a horizontal plane, the projection area of the first limiting frame is smaller than or equal to the projection area of the second limiting frame. According to the pile stabilizing frame, fixing and inclination adjusting of a plurality of batter piles can be achieved, the batter piles do not need to be hoisted by moving ship position for multiple times, on the one hand, the safety risk is reduced, on the other hand, the working procedures can be reduced, the pile sinking efficiency is improved, and then the installation cost is saved. The rotatable second batter pile positioning mechanisms are arranged to be matched with the plurality of first batter pile positioning mechanisms, so that the overall weight of equipment can be reduced, the production and installation difficulty is reduced, and the cost is saved.
Owner:CCCC FOURTH HARBOR ENG CO LTD

Redundant feathering system and method for controlling wind power variable pitch

The invention discloses a redundant feathering system and method for controlling wind power variable pitch. The redundant feathering system for controlling wind power variable pitch comprises three shaft cabinets, the output ends of a main power supply and a backup power supply are connected with a driver and a motor power input ends; a backup power selector is provided with three alternative interfaces, a first interface is connected with a shaft cabinet driver, a second interface is connected with the next shaft cabinet driver, a third interface is connected with the former shaft cabinet driver; the signal input end of the backup power supply selector is connected with the output end of a controller; three alternative interfaces are arranged in a servo motor selector, the first interfaceof the servo motor selector is connected with a shaft cabinet motor, the second interface of the servo motor selector is connected with the next shaft cabinet motor, the third interface of the servomotor selector is connected with the former shaft cabinet motor; and the control signal input end of the servo motor selector is connected with the output end of the controller. On the basis of addinga small number of circuit switching equipment, the key components between the shaft cabinets can be shared through the backup power selector and the servo motor selector so that the feathering operation can be completed.
Owner:HUANENG CLEAN ENERGY RES INST

Embedded type multistage elevator buffer and working method thereof

The invention provides an embedded type multistage elevator buffer and a working method thereof. The embedded type multistage elevator buffer and the working method thereof are characterized in that the embedded type multistage elevator buffer comprises a hydraulic oil cylinder bottom plate and a hydraulic oil cylinder arranged on the hydraulic oil cylinder bottom plate, and a second stage plungerwhich can slide in a rise and fall mode along the interior of a hydraulic oil cylinder body and a second stage reset spring located below the second stage plunger are arranged in the hydraulic oil cylinder body in a sealing mode; a first stage plunger which can slide in a rise and fall mode along the interior of a second stage plunger body and a first stage reset spring located below the first stage plunger are arranged in the second stage plunger body in a sealing mode; and inner cavities of the hydraulic oil cylinder, the second stage plunger and the first stage plunger communicate with oneanother, and hydraulic oil is poured into the inner cavities of the hydraulic oil cylinder, the second stage plunger and the first stage plunger. The embedded type multistage elevator buffer has a simple structure and reasonable design, and the technical bottleneck problems of increasing capacity, increasing speeds and achieving high capacity of a passenger elevator are solved without changing abuilding structure of an original shaft bottom pit.
Owner:福州快科电梯工业有限公司

Device and method used in photovoltaic power plant for monitoring and suppressing potential induced degradation effect

ActiveCN106712253AMonitor and suppress evoked decay effectsInhibition-evoked attenuation effectBatteries circuit arrangementsDc source parallel operationPotential induced degradationStart stop
The invention provides a device used in a photovoltaic power plant for monitoring and suppressing a potential induced degradation (PID) effect. The photovoltaic power plant comprises a photovoltaic module string and a battery module. The device comprises a charge control module, a discharge control module, a data acquisition module, a clock module and a control operation and processing module, wherein the charge control module is used for controlling the photovoltaic module string to charge the battery module; the discharge control module is used for controlling the battery module to apply an inverse voltage to the photovoltaic module string when the PID effect occurs; the data acquisition module is used for acquiring voltage data of the photovoltaic module string and electric quantity condition of the battery module; the clock module is used for acquiring current time of a system; and the control operation and processing module is used for performing analytical processing according to the data acquired by the data acquisition module and the clock module, and further controlling the start-stop operations of the charge control module and the discharge control module. The invention further provides a method used in the photovoltaic power plant for monitoring and suppressing the PID effect. The device has the advantages of being simple in structure, small in size, low in cost, and capable of performing effective monitoring and suppressing on the PID effect of the photovoltaic power plant.
Owner:添唯检验检测(江苏)有限公司 +2
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