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41results about How to "Meet the load" patented technology

Determining device and method for air conditioner operation frequency and air conditioner

The invention provides a determining device and method for air conditioner operation frequency and an air conditioner. The determining device comprises a triggering unit, a temperature change speed determining unit and a frequency determining unit, wherein the triggering unit is used for triggering the temperature change speed determining unit when the indoor temperature is adjusted to the set temperature and is close to the preset value range of the set temperature; the temperature change speed determining unit is used for determining the temperature change speed of the indoor temperature under a preset frequency; and the frequency determining unit is used for determining the target frequency of the air conditioner according to the temperature change speed determined by the temperature change speed determining unit. According to the scheme, by determining the operation frequency of the air conditioner, the frequency change can better satisfy the load of a room, excessive dehumidification caused by constant high-frequency operation of the air conditioner is reduced, and energy consumption caused by machine halt when the room temperature is decreased to the temperature point can be also reduced. Energy is saved, and a user feels more comfortable.
Owner:GREE ELECTRIC APPLIANCES INC

Distributed type energy resource flue gas waste heat deep utilization system

The invention relates to a distributed type energy resource flue gas waste heat deep utilization system. The distributed type energy resource flue gas waste heat deep utilization system comprises a gas turbine generator set, a steam turbine generator set, a waste heat boiler and water utilization equipment, and is characterized in that the exhaust end of a gas turbine is communicated with the gas inlet end of the waste heat boiler, the steam output end of the waste heat boiler is connected with the steam inlet end of a steam turbine to form a gas turbine waste heat utilization loop; the steam outlet end of the steam turbine is connected with the water inlet end of the waste heat boiler sequentially by a condenser and a feed pump to form a steam turbine waste heat utilization loop; the waste heat boiler is provided with a hot water exchanger capable of heating moisture; and the high-temperature hot water output end of the hot water exchanger is connected with the input end of the water utilization equipment, and the low-temperature hot water return input end of the hot water exchanger is connected with the low-temperature hot water return output end of the water utilization equipment to form a distributed type energy resource flue gas waste heat deep utilization structure. The distributed type energy resource flue gas waste heat deep utilization system has the beneficial effects that the temperature of flue gas exhausted by the waste heat boiler is reduced, the flue gas waste heat can be sufficiently utilized, and the energy utilization rate is high.
Owner:CHINA ENERGY ENG GRP GUANGDONG ELECTRIC POWER DESIGN INST CO LTD

Automatic judgment method of construction time sequence of urban rail transit line

The invention discloses an automatic judgment method of a construction time sequence of an urban rail transit line. The automatic judgment method comprises the following steps of: (1) determining influence indexes of the construction time sequence of the urban rail transit line and acquiring influence index data of the urban rail transit line; (2) constructing a standardized decision matrix of the construction time sequence of the urban rail transit line; (3) combining the standardized decision matrix and an influence index weight coefficient to construct a weighted standardized decision matrix; (4) determining a positive-negative ideal project alternative of the weighted standardized decision matrix by combining a TOPSIS (Technique for Order Preference by Similarity to Ideal Solution) method according to the weighted standardized matrix obtained in the step (3); (5) calculating the distance and proximity between the construction time sequence of the urban rail transit line and the positive-negative ideal project alternative; and (6) judging the construction time sequence of the transit line according to the calculation result. According to the automatic judgment method disclosed by the invention, the calculated time sequence is consistent with the practice situation, so that the engineering practice of the rail transit line construction can be smoothly carried out, the time sequence of construction of the rail transit line is correct.
Owner:SOUTHEAST UNIV

Filling device and method for waste air-raid shelter of pile foundation construction site

ActiveCN112323823ASmooth Construction MeasuresGuaranteed cycleEmbankmentsFoam concreteArchitectural engineering
The invention provides a filling device and method for a waste air-raid shelter of a pile foundation construction site. The filling method comprises the steps that a grouting drill hole is drilled above a waste air-raid shelter to be filled, a primary grouting pipe, a secondary grouting pipe, an air supply pipe and an air exhaust pipe are installed in the drill hole, the primary grouting pipe andthe air supply pipe vertically extend into the bottom of the air-raid shelter, the secondary grouting pipe and the air exhaust pipe vertically extend to the top of the air-raid shelter, firstly, the primary grouting pipe is connected with a grouting pump, the air supply pipe is connected with an air compressor, foam concrete grouting slurry is injected in a layered mode, the primary grouting pipeand the air supply pipe are pulled up all the way to the top of the air-raid shelter after grouting of each layer is completed, then the secondary grouting pipe is connected to inject the foam concrete grouting slurry for the second time, and air is not supplied during secondary grouting. The filling problem of the deep-buried air-raid shelter can be solved under the condition that excavation is not conducted, normal construction of a cast-in-situ bored pile can be guaranteed on a filled construction site, and the problems that when a rotary drilling rig constructs a cast-in-situ pile foundation, normal construction cannot be conducted on the deep-buried air-raid shelter, the site collapses and the like are solved.
Owner:WUHAN SURVEYING GEOTECHN RES INST OF MCC

Method for processing soft soil foundation with environment-friendly light pile

ActiveCN103306278AChemical reaction is slowGuarantee the original ecological environmentBulkheads/pilesMaterials preparationEngineering
The invention provides a method for processing a soft soil foundation with an environment-friendly light pile. The method comprises the following steps: 1) preparing materials for the environment-friendly light pile; 2) preparing pile forming equipment for the environment-friendly light pile; 3) preparing a piling machine, and starting a vibration hammer for piling a guide hole pile pipe to a design depth; 4) upwardly pulling the guide hole pile pipe to guarantee that a movable bottom door pile tip is completely opened; 5) feeding a prepared environment-friendly light mixture to a feeding hole of the guide hole pile pipe for the first time; 6) starting an impact heavy hammer for continuously impacting the environment-friendly light mixture in the guide hole pile pipe for 2-6 times to form a dense expanded pile body; 7) feeding for the second time and tamping a pile top for 2-5 times by the impact heavy hammer; 8) continuously lifting the guide hole pile pipe until the distance from the bottom of the guide hole pile pipe to the ground is 30-50 cm, shifting the piling machine, filling up the pile top with soil and tamping or rolling the pile top; and 9) repeating the steps 3) to 8) until the reinforcement treatment of the soft soil foundation is finished. The method has the benefits as follows: the reinforcement effect is good, waste materials are turned into wealth, the cost is low, and the environment is protected.
Owner:WUHAN GUANGYI ENG CONSULTING

Rapid assembly type steel corrugated plate arch bridge adaptable to large foundation displacement

The invention relates to a rapid assembly type steel corrugated plate arch bridge adaptable to large foundation displacement. Most corrugated bridge culvert foundations are constructed through cast-in-place concrete, and the site construction efficiency is quite low. The rapid assembly type steel corrugated plate arch bridge adaptable to large foundation displacement comprises an arc-shaped culvert body and a concrete foundation. The culvert body is formed by connecting a plurality of arch culvert units in the axial direction, and each arch culvert unit is formed by splicing a plurality of sections of corrugated plates in the circumferential direction. Corrugated plate pins are arranged at the bottoms of the two ends of each arch culvert unit. A base is arranged on each steel corrugated plate pin. The concrete foundation is formed by assembling a plurality of concrete blocks in the axial direction, and embedded parts arranged in the concrete foundation are fixed on the bases. According to the rapid assembly type steel corrugated plate arch bridge adaptable to large foundation displacement, manufacturing and installing of the steel corrugated plate arch bridge are convenient, the construction period is shortened, and the engineering cost is reduced; in addition, the rapid assembly type steel corrugated plate arch bridge can be adapted to large foundation displacement, and the use requirements of bridge culverts are met; and the rapid assembly type steel corrugated plate arch bridge is suitable for the areas needing special foundations, such as a soft soil foundation, a swelling soil foundation, a frozen and thawed soil foundation and a collapsible loess foundation, and can meet the rapid construction requirements of disaster prevention and reduction and emergency rescue.
Owner:CCCC FIRST HIGHWAY CONSULTANTS +2

Multi-station passivation device capable of machining steel plates of various specifications

The invention discloses a multi-station passivation device capable of machining steel plates of various specifications, relates to the technical field of part machining, and solves the problems that an existing steel plate passivation device is troublesome to operate, complete equipment needs to occupy a large space, and meanwhile, the existing steel plate passivation device can only passivate steel plates of a certain length, when other lengths need to be used, adjustment is inconvenient, and meanwhile the machining efficiency is low. The device comprises a support, wherein four groups of working boxes are arranged on the outer side of the lower part of the support; the upper end surface of the support is fixedly connected with a group of rotation driving devices; a set of bearing adjusting pieces is rotationally connected to the rear portion of a swing lifting piece; the left side and the right side of the swing lifting piece are each rotationally connected with a set of bearing adjusting driving pieces. The working box of the device is tightly placed, the working procedures are more concentrated, steel plates of different length models can be supported and borne, the size of complete equipment is small, continuous operation of the steel plates can be achieved, and the working efficiency is improved.
Owner:山东居氏五金建材有限公司

Construction method of prestressed concrete double T plate

ActiveCN109025288AImprove performanceLamination method is flexibleBuilding material handlingPre stressEngineering
The invention discloses a construction method of a prestressed concrete double T plate. The construction method includes the steps: performing local thinning on the portion, requiring for laminating alaminated layer, on the surface of the prestressed double T plate, and then roughening the surface of the thinned portion to roughen the surface of the thinned portion; through calculation, preparinga laminated layer, and then attaching the laminated layer to the roughened surface, so as to improve the overall performance of the prestressed double T plate through the laminated layer member; andfixing connecting ribs on the double T plate by cement pouring, putting spacing ribs above the double T plate, fixedly connecting two ends of the spacing ribs to the double T plate, reinforcing the laminated layer member to prevent deformation of the laminated layer member, and reinforcing the load of the laminated layer member. The construction method of a prestressed concrete double T plate hasthe advantages of being reasonable in structure, being convenient for operation, attaching the laminated layer to the roughened surface through calculation so as to enable the laminating method of theprestressed double T plate to be flexible, thus being wide in the practical application range.
Owner:浙江正立高科建设有限公司

Operation platform capable of ascending and descending along cambered surface dome and mounting method thereof

The invention discloses an operation platform capable of ascending and descending along a cambered surface dome and a mounting method thereof. The operation platform comprises two lifting units and aconnecting platform. Each of the lifting units comprises a winch bracket, a winch, a rope guide frame, a plurality of sections of guide rails, a climbing assembly, a lifting platform and a jacking oilcylinder; the rope guide frame is located below the winch; a plurality of sections of guide rails are fixed on a cylinder vertical section of a safety shell and a dome cambered surface section; the climbing assembly comprises a climbing frame, a bearing hanging bracket and two trackers; the lifting platform and the jacking oil cylinder are both arranged on the climbing frame and ascend and descend along with the climbing frame; one side of the lifting platform is rotationally connected with the climbing frame; the jacking oil cylinder is arranged below the lifting platform; the lower end of the jacking oil cylinder is hinged to the lower portion of the outer side of the climbing frame; the upper end of the jacking oil cylinder is hinged to the bottom of the lifting platform; the connecting platform is arranged between the lifting platforms of the two lifting units; and the two sides of the connecting platform are fixedly connected with the lifting platforms respectively. The operationplatform has the advantages of stable operation, large bearing capacity, reliable safety performance and the like.
Owner:CHINA NUCLEAR IND HUAXING CONSTR +1

Generator Mounting Kits for Engines

The invention discloses a generator installation assembly for an engine. The generator installation assembly comprises a generator bracket, a connecting piece and connecting lugs formed on a shell of a generator. The generator bracket comprises a bracket body and an installation boss, wherein the bracket body can be fixed to a cylinder body of the engine, and the installation boss is integrally molded with the bracket body and extends in the direction away from the cylinder body. A through sleeving hole is formed in the length direction of the installation boss, and the connecting piece can penetrate the sleeving hole and the connecting lugs, and the tail end of the connecting piece can be locked, so that the connecting lugs can be pressed against the installation boss to form axial fastening. The installation boss of the generator bracket can be integrally used for bearing the generator; the generator bracket is fixed to the cylinder body of the engine so that the integral structural strength can be improved, the generator can be borne, and abnormal sounds generated in the driving process and deflection generated due to vibration caused by driving, of the generator can be eliminated; and furthermore, axial movement can be prevented, and thus a stable and reliable connection relation is formed between the generator and the engine.
Owner:重庆小康动力有限公司

Sewage absorption self-spraying type irrigation pipe based on rural sewage biological ecological treatment

The invention discloses a sewage absorption self-spraying type irrigation pipe based on rural sewage biological ecological treatment. The irrigation pipe comprises an irrigation hose which is a main sewage conveying pipeline, the output end of the irrigation hose is connected with a water collecting hopper, and a grid plate is arranged on the outer surface of the water collecting hopper; an adjusting cylinder is located on the outer surface of one end of the irrigation hose, the tail end of the adjusting cylinder is connected with a connecting pipe, and a sealing sleeve is arranged on the outer surface of the adjusting cylinder; and a sleeve is connected to the tail end of the irrigation hose, a rubber sleeve is arranged on the outer surface of the sleeve, and a centrifugal pipeline is connected into the sleeve. According to the sewage absorption self-spraying type irrigation pipe based on rural sewage biological ecological treatment, sewage flows in an arc shape along the inner wall of a vortex chamber, some metal molecules in fluid collide with each other to the surface of a molecular sieve, and molecule concentration is generated on the surface, so that the number of the molecules in the fluid is reduced, the effects of separation and removal are achieved, and crops can be prevented from being eroded by harmful substances in the sewage.
Owner:ANHUI SCI & TECH UNIV

An automatic judgment method for urban rail transit line construction time sequence

The invention discloses an automatic judgment method of a construction time sequence of an urban rail transit line. The automatic judgment method comprises the following steps of: (1) determining influence indexes of the construction time sequence of the urban rail transit line and acquiring influence index data of the urban rail transit line; (2) constructing a standardized decision matrix of the construction time sequence of the urban rail transit line; (3) combining the standardized decision matrix and an influence index weight coefficient to construct a weighted standardized decision matrix; (4) determining a positive-negative ideal project alternative of the weighted standardized decision matrix by combining a TOPSIS (Technique for Order Preference by Similarity to Ideal Solution) method according to the weighted standardized matrix obtained in the step (3); (5) calculating the distance and proximity between the construction time sequence of the urban rail transit line and the positive-negative ideal project alternative; and (6) judging the construction time sequence of the transit line according to the calculation result. According to the automatic judgment method disclosed by the invention, the calculated time sequence is consistent with the practice situation, so that the engineering practice of the rail transit line construction can be smoothly carried out, the time sequence of construction of the rail transit line is correct.
Owner:SOUTHEAST UNIV
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