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65results about How to "The method is simple and clear" patented technology

Method and device for controlling crystal oscillator output clock

A method and a device for controlling a crystal oscillator output clock are provided, and the method includes: when the crystal oscillator is in a normal control state, the crystal oscillator voltage-controlled voltage for controlling the crystal oscillator is stored; when the external reference clock is lost, the stored crystal oscillator voltage-controlled voltage is used to control the crystal oscillator. Using the present solution, in the case of losing the reference clock of one second output by a Global Positioning System (GPS) receiver, the crystal oscillator can still control the crystal oscillator voltage-controlled voltage, so as to achieve the effect that the clock is output as stably as possible, and the reliability of the system is improved. The method of the present solution is simple and clear, it is easy to be implemented and without additional hardware and software resource requirements, it can be as a general method, which is used by the Oven Controlled Crystal Oscillator (OCXO) and the Temperature Compensate crystal Oscillator (TCXO) having the GPS reference to continue to output the clock stably when the reference is lost, and the method of the present solution is important for a system which is very strict to the clock, such as Worldwide Interoperability for Microwave Access (WIMAX), etc.
Owner:ZTE CORP

Positive pressure sinking resistance calculation method suitable for barrel foundation in sandy soil

The invention discloses a positive pressure sinking resistance calculation method suitable for a barrel foundation in sandy soil. The situation that a soil squeezing effect in a positive pressure sinking process increases a lateral pressure on an outer side barrel wall is considered; a lateral soil pressure coefficient derived based on a cavity expansion theory is compared with a lateral soil pressure coefficient given in a DNV specification; and a calculation result is closer to an actual condition. The situation that a constraint effect of an inner side wall on a soil body enables a soil plug effect to be formed in a barrel is considered; the generated soil squeezing effect is far greater than that outside the barrel; and compared with a specification method, a method for calculating a soil pressure located in the barrel and derived based on the soil plug effect has the advantage that the calculation result is closer to the actual condition. The situation that soil bodies inside andoutside a barrel body in the positive pressure sinking process present different densities is considered; the barrel wall end resistance inside and outside the barrel is calculated; especially the inner side resistance of the barrel is calculated by adopting a reversely derived frictional angle phi; the method is simple and convenient; and the calculation result is closer to the actual condition.
Owner:TIANJIN UNIV

Ultra-long harbor basin slope excavation construction method

The invention relates to an ultra-long harbor basin slope excavation construction method. The method comprises the following steps that 1, sweeping measurement is carried out on an existing mud taking-out area, particularly a slope area before formal construction, and an accurate slope excavation area bathymetric chart is sorted out; 2, the water depths of all slope excavation areas are analyzed, and a slope excavation process is made; according to the practical situation of the slope, two slope construction processes are made for regularity or irregularity of the slope for on-site construction, and the two slope construction processes comprise a slope hob excavation method and a layered excavation method; 3, the slope to which the two processes are applicable is scientifically and approximately divided into a plurality of areas to which different processes are applicable; 4, the subsection construction situation of each process is reasonably divided according to the width of each section of slope; and 5, different slope excavation construction processes are adopted in different areas through on-site organization for organizing on-site construction. According to the slope excavation scheme with on-site operability, on the basis of the original production rate, the production rate is improved by 20% or above on the premise that the time-benefit rate is not changed.
Owner:CCCC TIANJIN DREDGING HARBOR CONSTR ENG

Section steel cutting device and use method thereof

The invention relates to the technical field of section steel machining, and discloses a section steel cutting device and a use method thereof. The section steel cutting device comprises a bottom plate. The upper surface of the bottom plate is fixedly connected with a plasma cutting device, the upper surface of the bottom plate is fixedly connected with a feeding mechanism, the feeding mechanism is located on the left side of the plasma cutting device, the upper surface of the bottom plate is fixedly connected with a discharging mechanism, the discharging mechanism is located on the right sideof the plasma cutting device, and the surface of the feeding mechanism and the surface of the discharging mechanism are fixedly connected with first gears. Before cutting, the position of a positioning mechanism is adjusted according to the cutting length firstly, then section steel is put on the feeding mechanism, the section steel tightly makes contact with a positioning column through the feeding mechanism and the discharging mechanism, then the section steel is fixed through a jacking mechanism, at the moment, the positioning column achieves a positioning effect on the section steel, theplasma cutting device and cutting positions are aligned, and then the section steel with the designated length can be conveniently cut by workers.
Owner:MCC TIANGONG GROUP +1

Method for milling end surface of large-cross-section steel component

The invention relates to a method for milling an end surface of a large-cross-section steel component. The method comprises the following steps: (1) calibrating a manufactured large-cross-section steel component to ensure that each size of the component is within an allowable deviation range; (2) scribing an end milling line and an end milling observation line; (3) primarily adjusting the longitudinal direction and the transverse direction of the placement position of the large-cross-section steel component; (4) performing fine adjustment on the consistency of an end milling cutter running track and the end milling line of the large-cross-section steel component; (5) fixing the large-cross-section steel component; (6) performing end milling. The method for milling the end surface of the large-cross-section steel component disclosed by the invention is easy to operate; the error of the end milling line is effectively reduced by precise calibration; the end surface milling precision and the end surface milling efficiency are greatly improved by the methods of precisely scribing the end milling line and the end milling observation line, performing fine adjustment on a clamping tool fixing component of the component, performing component end milling track tracking by a machine scribing needle frame and the like, and the cost is reduced greatly.
Owner:MCC TIANGONG GROUP

Vehicle door electric control anti-pinch system and anti-pinch method

The invention relates to the technical field of automobile control methods, in particular to a vehicle door electric control anti-pinch system and an anti-pinch method. The vehicle door electric control anti-pinch system comprises a sensing module, an anti-pinch control module, a vehicle door driving module and a vehicle body control system; the sensing module is used for acquiring data information of foreign matters appearing at a door opening of a vehicle door; the anti-pinch control module is used for analyzing and judging the data information transmitted by the sensing module to identify the type of the foreign matters and selecting a corresponding control measure according to the type; the vehicle door driving module is used for receiving a control measure instruction of the anti-pinch control module to correspondingly control the vehicle door; the vehicle body control system is used for receiving the control measures of the anti-pinch control module and sending an instruction to in-vehicle audio and video equipment to enable the in-vehicle audio and video equipment to send prompts to passengers; the anti-pinch control module is in signal connection with the sensing module, the vehicle door driving module and the vehicle body control system. According to the vehicle door electric control anti-pinch system and the anti-pinch method, corresponding control measures can be taken for the foreign matters appearing at the door opening of the vehicle door, the safety performance is extremely high, a recognition and judgment method and a control method are extremely simple and clear, and the popularization value is extremely high.
Owner:DONGFENG MOTOR GRP

Method for determining shear strength of calcareous sands under high stress

The invention discloses a method for determining the shear strength of calcareous sands under high stress. The method comprises the following steps: taking calcareous sands and quartz sands with the same grain composition, and preparing samples with different relative densities; respectively carrying out 1500KPa, 3000KPa and 000KPa constant-stress single shear tests by adopting layered filling; under the condition that the shearing force tends to a stable value, determining the soil sample to be sheared, otherwise, stopping the test when the shearing displacement reaches 20%; drawing a stress-strain relation curve, and calculating a maximum internal friction angle of the sandy soil through a coulomb formula; calculating a shear expansion angle to obtain maximum shear expansion angles of different sandy soil with different densities; calculating a critical internal friction angle; acquiring a breakage rate BrH or BrM of the sample by using a Hardin method or a Marsal method; fitting unbroken quartz sands to obtain a shear strength formula; and introducing a crushing component into a calcareous sand strength formula, calculating a crushing component according to a coefficient determined by the quartz sand, and fitting the crushing component with the crushing rate to obtain a calcareous sand shear strength formula.
Owner:TIANJIN UNIV

A calculation method for positive pressure subsidence resistance of cylindrical foundation in sandy soil

The invention discloses a positive pressure sinking resistance calculation method suitable for a barrel foundation in sandy soil. The situation that a soil squeezing effect in a positive pressure sinking process increases a lateral pressure on an outer side barrel wall is considered; a lateral soil pressure coefficient derived based on a cavity expansion theory is compared with a lateral soil pressure coefficient given in a DNV specification; and a calculation result is closer to an actual condition. The situation that a constraint effect of an inner side wall on a soil body enables a soil plug effect to be formed in a barrel is considered; the generated soil squeezing effect is far greater than that outside the barrel; and compared with a specification method, a method for calculating a soil pressure located in the barrel and derived based on the soil plug effect has the advantage that the calculation result is closer to the actual condition. The situation that soil bodies inside andoutside a barrel body in the positive pressure sinking process present different densities is considered; the barrel wall end resistance inside and outside the barrel is calculated; especially the inner side resistance of the barrel is calculated by adopting a reversely derived frictional angle phi; the method is simple and convenient; and the calculation result is closer to the actual condition.
Owner:TIANJIN UNIV
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