50results about How to "Reduced professional skill requirements" patented technology

The invention relates to a natural language processing technology, in particular to a verbal skill analysis and topic point recognition matching method and system. The method comprises the following steps: firstly, establishing a marketing verbal skill strategy analysis label library, respectively establishing a client label system and an agent label system for a client and an agent, and accurately identifying the willingness of the client; analyzing the marketing verbal skill strategy, completing automatic verbal skill extraction, and completing automatic verbal skill recommendation in combination with the client label and the excellent verbal skill library; and generating a marketing verbal skill analysis report according to the reference condition of the agent to the excellent verbal skill. According to the method, from verbal skill analysis to topic point identification, the client topic points are analyzed in a full-intelligent mode, excellent verbal skill is provided, the mode ofmanually extracting excellent verbal skill in the past is broken through, and a large amount of manpower and material resources are reduced.

The invention discloses a foundation pit top horizontal displacement monitoring method which comprises a longitudinal foundation pit edge monitoring point monitoring link and a transverse foundation pit edge monitoring point monitoring link. The longitudinal foundation pit edge monitoring point monitoring link includes the following steps that 1, firstly a foundation pit corner portion point B1 is selected to serve as a static benchmark point, monitoring points are set on two longitudinal edges of a foundation pit respectively, the monitoring points before excavation are Bi and C i+1 (i=1, 2,......n) respectively, the corresponding monitoring points after excavation become B' i and C' i+1 respectively; 2, before excavation is conducted on the foundation pit, the distance between B i and B i+1 is monitored to be B i * B i+1, and the distance between the B i+1 and the C i+1 is monitored to be B i+1* C i+1; 3, after excavation is conducted on the foundation pit, the distance between the B' i and the C' i+1 is monitored to be B' i *C' i+1, and the distance between the B' i+1 and C' i+1 is monitored to be B' i+1 * C' i+1; 4, the horizontal displacement of the monitoring point Bi and the horizontal displacement of the monitoring point C i are obtained according to the value of the B i * B i+1, the B i+1* C i+1, the B' i *C' i+1 and the B' i+1 * C' i+1. The horizontal displacement monitoring method is high in measuring accuracy and low in requirement for professional skills of monitoring personnel, and monitoring can be finished conveniently just by operation of a single person.

The invention disclose a dot- ELISA (dot Enzyme-Linked Immunosorbent Assay) method and tissue printing ELISA method for detecting the presence of the tomato yellow leaf curl virus in a plant as well as a reagent kit and an application thereof. A monoclonal antibody prepared for tomato yellow leaf curl virus coat protein is utilized to build the dotenzyme-Linked immunosorbent assay (dot-ELISA) method and the tissue printing ELISA method with optimal proportions, and the rapid-detection reagent kit is developed. The dot- ELISA (dot Enzyme-Linked Immunosorbent Assay) method and tissue printing ELISA method for detecting the presence of the tomato yellow leaf curl virus in a plant as well as the reagent kit and the application thereof are suitable for such solanaceae plants as tomato, capsicum, eggplant, tobacco, night shade and jimson weed; the situation of the presence of tomato yellow leaf curl virus in field vegetable samples is examined to detect the incidence of the virus disease and evaluate the occurrence and distribution and the prevalence trend of the tomato yellow leaf curl virus under the field condition; and the detection method has high sensitivity and good specificity, needs short time, is low in cost, and provides a technical support for rapid and large-scale detection of tomato yellow leaf curl virus.

The invention discloses a stratum fracture monitoring and pre-warning system and method, and relates to the technical field of geological prospecting. The system comprises a sensor module, a wireless communication module, a data processing module and a positioning pre-warning module, wherein the sensor module consists of a plurality of MEMS (Micro-electromechanical System) digital acceleration sensors; the wireless communication module is used for transmitting feedback electromotive force generated by the sensor set to the data processing module; the data processing module is used for processing acquired data, comparing monitored earthquake impact with a set pre-warning threshold value and then transmitting a pre-warning signal to the positioning pre-warning module to prompt a worker. The system and the method have the beneficial effects that the data is acquired and processed by using the wide MEMS digital acceleration sensors, the cost is low, the later debugging and maintenance of the system are extremely convenient, the stratum fracture condition can be monitored in real time, the position of a stratum fracture is accurately positioned and the worker is timely prompted to achieve a pre-warning effect, and the monitoring accuracy is high.

The invention relates to a method for monitoring earth surface three-dimensional displacement of a slope around a tunnel entrance by using a laser distance measurement instrument. The method comprises the following steps: (1) selecting four points A, B, C and D which are not located in the same plane out of a slope displacement influence scope for embedding datum points; (2) measuring to obtain three-dimensional coordinates of the datum points A, B, C and D; (3) embedding a monitoring point P, mounting and fixing a reflection sheet at the monitoring point P, and adjusting the angle of the reflection sheet to be vertical to a laser beam of a handheld laser distance measurement instrument; (4) measuring distances from the datum points A, B, C and D to the monitoring point P before excavation deformation, and calculating to obtain an initial three-dimensional coordinate of the monitoring point P; (5) measuring the distances from the datum points A, B, C and D to the monitoring point P after excavation deformation, and calculating to obtain a three-dimensional coordinate of the monitoring point P at each monitoring date; and (6) calculating to obtain earth surface three-dimensional displacement of the monitoring point P at each monitoring date. The method is simple and convenient to operate; the measurement accuracy can be met; the instrument is low in cost.

The invention discloses an unmanned aerial vehicle remote sensing image collection system based on an Android device, which is characterized by comprising an unmanned aerial vehicle terminal, a ground terminal device and a wireless communication device placed in a field, wherein the Android device, an external image collection device, a GPS device and an integrated sensor are mounted on the unmanned aerial vehicle terminal, when at work, the external image collection device, the GPS device and the integrated sensor respectively transmit collected information to the ground terminal device through the wireless communication device, and a control instruction of the ground terminal device is transmitted by the wireless communication device to the Android device. According to the image collection system and method disclosed by the invention, the requirements on the professional skills of an operator are relatively low, the Android device is low in cost and is easy to replace, so that the development and use costs of the entire system are reduced.

The invention relates to a geological exploration technology, in particular to a superficial layer geological displacement monitoring and early-warning system and a superficial layer geological displacement monitoring and an early-warning method. The system comprises a sensor module, a communication module, an information processing module and an early-warning module. When a geological accident occurs at the monitoring points, the angle sensor module can monitor the offset, the communication module transmits the monitored offset to the information processing module, the information processing module converts the offset into offset displacement, calculates the offset center and the average offset value of the monitoring point according to the offset displacement, judges whether the average offset value meets the early-warning condition or not and transmits triggering information to the early-warning module if the average offset value meets the early-warning condition, and the early-warning module sends out an early-warning signal according to the received triggering information. The monitoring and early-warning system and the monitoring and early-warning method are high in monitoring accuracy and realize all-weather and dynamic monitoring. The monitoring system is low in mounting, using and later maintenance costs. The monitoring and early-warning method is easy to operate and control and suitable for popularization.

The invention discloses a full-automatic cable multi-layer parameter intelligent detecting method and device. The thickness of a cable insulation piece is automatically measured. The method comprisesthe steps of obtaining a cable slice image; automatically selecting a proper independent light source and an industrial camera set; automatically performing micro regulation on the cable slice position; performing preprocessing; extracting an image communication region and performing multi-layer contour detection; selecting points and determining multi-layer measuring points; calculating related parameters, and generating a report. According to the full-automatic cable multi-layer parameter intelligent detecting method and device, the automatic degree is high, the detection efficiency and precision are high, and meanwhile the labor intensity of detection workers is greatly lowered.

The invention relates to the technical field of GIS equipment and particularly relates to an accurate laser alignment device for the GIS equipment. The accurate laser alignment device comprises laseremission devices and laser reception devices, wherein at least one laser emission device is circumferentially arranged at a reference bus cylinder, at least one laser reception device is circumferentially arranged at a mobile bus cylinder, the laser reception devices are provided with indicating lamps, when the reference bus cylinder and the mobile bus cylinder are in butt joint, the laser emission devices emit laser, the deviation position of the mobile bus cylinder relative to the reference bus cylinder can be read by the laser reception devices according to the received laser in real time,the mobile bus cylinder moves based on the deviation position till the laser received by the laser reception devices reaches the alignment position, the indicating lamps are lightened, and the mobilebus cylinder stops moving. The accurate laser alignment device is advantaged in that reliability is good, professional ability requirements for operators are low, butt joint stability and accuracy canbe improved, butt joint work cost is reduced, and butt joint efficiency is improved.

The invention belongs to the technical field of security and protection monitoring, and specifically relates to a configuration method and system for real-time monitoring of an unmanned aerial vehiclecluster. The method comprises the following steps: monitoring devices on unmanned aerial vehicles collect initial configuration information and send the same to a remote computing device; the computing device receives the initial configuration information of all unmanned aerial vehicles, obtains the optimal configuration information of the unmanned aerial vehicles according to a built-in optimization model, and respectively sends the optimal configuration information to the corresponding monitoring devices; the monitoring devices of the unmanned aerial vehicles execute corresponding actions according to the optimal configuration information after receiving the optimal configuration information, wherein the initial configuration information comprises initial position longitudes, initial position latitudes, initial angles and initial visual ranges, and the optimal configuration information comprises optimal position longitudes, optimal position latitudes, optimal angles and optimal visual ranges. The technical scheme of the invention is high in universality and good in maneuverability, and can solve the dynamic monitoring problem in complex security and protection monitoring scenes.

The invention discloses an upper limb joint movement degree measuring method based on a Kinect sensor, comprising measuring projects of measuring shoulder joint buckling / stretching and adduction / abduction, elbow buckling / stretching, upper limb palmarflexion / dosal flexion and radial deviation / ulnar deviation and the like. In a measuring process, a sensing man-machine interaction manner is adopted and a position of each joint of an upper limb is captured through the Kinect sensor according to the movement of the upper limb of a detected person, so as to record, calculate and feed back joint movement degree information in real time, automatically finish measurement and directly obtain a measured result in real time; and therefore, the operation is simple and convenient. A user can select measurement projects by oneself; and in each project, the user can execute the movement of the upper limb according to an initial body position for promoting accurate measurement. When the executing movement does not accord with measurement requirements, a system has an error, and prompts and corrects unreasonable movement and postures by the user in time.

The invention provides a cement-based material alkali aggregate reaction measuring device and a measuring method. The device comprises a constant-temperature box, a temperature control device used for adjusting the temperature of liquid is arranged in the box body, and a limiting groove is engraved in a bottom plate on the lower portion of the box body; a limiting plate parallel to the bottom plate is arranged at the upper half part of the hollow cavity, and a first limiting hole is formed in the limiting plate in a penetrating manner; a heat preservation cover plate is arranged on the top of the box body and is parallel to the bottom plate, a second limiting hole is formed in the heat preservation cover plate in a penetrating mode, and a displacement meter is arranged over the first limiting hole; and the device further comprises an upper measuring nail and a lower measuring nail which are fixed to the two ends of a mortar rod. When the device works, displacement data of the upper measuring nail is measured through the displacement meter, so that the length change value of the mortar rod is obtained, and the expansion rate of the mortar rod is obtained based on the length change value. The device is simple in design and convenient to operate, the method is clear, and the change of the expansion rate of the cement mortar test piece under the alkali aggregate reaction condition can be monitored in real time.

The invention discloses an automatic feeding device for annular blanks. The automatic feeding device comprises a feeding trough, a conveying mechanism conveying parts from the feeding trough to the position in front of a chuck, and a pushing mechanism pushing the parts into the chuck. The feeding trough is arranged from high to low, starts at a disc and ends at the conveying mechanism. The conveying mechanism moves at a first station and a second station, at the first station, the conveying mechanism is located at the tail end of the feeding trough, and at the second station, the conveying mechanism is located in front of the chuck. The pushing mechanism is fixed to the bottom end of the conveying mechanism. The automatic feeding device has the beneficial effects that the blanks are automatically arranged on the feeding trough and automatically roll into the conveying mechanism through gravity, the conveying mechanism automatically conveys the blanks to the position in front of the chuck of machining equipment, then the parts are pushed onto the chuck by the pushing mechanism, production efficiency is improved greatly, manual clamping and conveying are not needed, and labor cost islowered.

The invention discloses an intelligent perforating method for laser cutting and a laser cutting device. The method includes the steps of receiving interface parameters input by a user, obtaining position information of a cutting head unit, driving the cutting head unit to move to a to-be-perforated position, performing logical operation on the interface parameters according to a first preset logical rule to obtain perforating parameters of primary perforating, making a driving unit to perform driving operation according to the perforating parameters, obtaining perforating parameters of next perforating according to the perforating parameters of last perforating and a second preset logical rule, judging whether the perforating parameters of next perforating meet ending conditions, and if yes, ending the process, otherwise making the driving unit to perform driving operation according to the perforating parameters until the obtained perforating parameters meet the ending conditions. By means of the method, the interface setting time of an operator can be shortened, meanwhile perforating efficiency is improved, and machining stability is improved.

The invention discloses a method for transfecting cells through ultrasonic perforation. The method comprises the following steps: firstly, culturing target cells; secondly, mixing the target cells, atarget object and an ultrasonic contrast agent in a container; thirdly, applying ultrasonic waves to the container; and fourthly, re-culturing the container under a constant temperature condition, sothat the target object fully enters the target cells, wherein the target object is a target gene or a target protein, and when the target object is the target gene, the frequency of the ultrasonic waves adopted in the third step is 800-900 kHz; and when the target object is the target protein, the frequency of the ultrasonic waves adopted in the third step is 800-1200 kHz. The method for transfecting cells through ultrasonic perforation is simple to operate, high in transfection efficiency and low in cost, and can be used for converting or transfecting molecules such as DNA (Deoxyribonucleic Acid), RNA (Ribose Nucleic Acid), proteins, viruses, sugar, medicines and nanoparticles in an unlimited range.

The invention belongs to the field of power distribution cabinets, and particularly relates to a power distribution cabinet with separable cabinet body plates and convenient to maintain and install, which comprises a base, a stand column, a top seat, a back plate, a turbine, a worm, a side plate, a flat cable column, a buckle plate A, a joint mechanism, a buckle plate B and a cabinet door, wherein a frame composed of the base, the four stand columns and the top seat is provided with a back plate capable of horizontally moving in the direction perpendicular to the plate face of the frame and two side plates capable of horizontally moving in the direction perpendicular to the plate face of the frame. According to the invention, due to the existence of the wire arranging columns on the back plate or the side plates, the wires used for connecting the electrical elements can be horizontally and vertically arranged and installed in the power distribution cabinet without professional electricians, the requirement on professional skills of operators is low, the operation is convenient, and the technical cost is saved.

The present invention is suitable for the technical field of computers and provides a case correlation determination method, a device, a computer device and a storage medium. The case correlation determination method comprises the following steps: acquiring eye movement data of a tested object when the tested object sees a plurality of preset images; determining the correlation probability betweenthe tested object and a plurality of the preset images according to the eye movement data and a preset correlation analysis model; and determining correlation between the tested object and the case according to the correlation probability and the correlation between the preset images and the case. The provided case correlation determination method by the embodiment conducts case correlation analysis by using the eye movement data, and is low in requirements on professional skills of testers and convenient for popularization, and the correlation analysis model generated by combining subsequentdeep neural network algorithm-based training can more accurately determine the correlation between the tested object and the case.

The invention provides a track gauge measuring device which comprises a base, a stand column, a distance measuring device and a moving device, the stand column is movably connected with the base, the distance measuring device is installed on the stand column and used for measuring a track gauge, and the distance measuring device is installed on the base and can drive the base to move along a track. Meanwhile, the invention further provides a track gauge measuring method, and the track gauge measuring device is adopted in the track gauge measuring method. Compared with the prior art, the track gauge measuring device and the track gauge measuring method are low in cost and easy to operate, can effectively guide workers to conduct on-site construction and installation operation, and meet the requirements of track gauge detection and control.

The invention relates to the technical field of construction measurement of power transmission and transformation engineering projects, particularly discloses a pole foundation pitting rope wear, application thereof and a pole foundation pitting method. The rope wear is a rope net formed by enabling a positioning line rope, pit position contour line ropes and connecting line ropes to be fixedly connected. In accordance with pole foundations which are the same in the size of a pit mouth and the foundation foot distance of the pit, a pole center, an angular bisector, a foundation pit mouth profile graph and the relative positions of the pole center, the angular bisector and the foundation pit mouth profile graph are recorded in the graphical rope wear through various line ropes; the visualization and repeatability of the rope wear are utilized, the rope wear is placed on a pole foundation pitting floor to be measured; after the rope wear , and the angular bisector and the pole center of the pole foundation to be measured are positioned, the foundation pit showed in the rope wear is the foundation pit of the pole foundation pit to be measured; labeling is realized on the ground with a mark, so that pitting measurement is realized. Through the adoption of the pole foundation pitting rope wear disclosed by the invention, the tower foundation pit can be quickly and conveniently determined or checked, the working efficiency is improved, time and manpower which are consumed for measurement are reduced, and the measurement cost is reduced. The pole foundation pitting rope wear has the advantages of being simple in structure and convenient to manufacture and use.

The invention provides a bypass device for quickly mounting a capillary pipe on a farm irrigation branch pipe, and belongs to the technical field of pipe connection. The bypass device comprises a locking buckle and a clamping buckle. The locking buckle comprises a supporting pipe. L-shaped clamping pipes are separately arranged on two sides of the lower end of the supporting pipe. A spacing table is arranged at the upper part of the supporting pipe. Spacing of the supporting pipe in the vertical direction is realized by the spacing table by means of contact between the lower end surface of the spacing table and the supporting pipe. The clamping buckle comprises a clamping pipe inserted in the supporting pipe. An internal threaded hole matched with an external threaded hole in the end part of the capillary pipe is formed in the upper end of an inner hole of the clamping pipe. A propping pipe coating the locking buckle is arranged at the outer part of the clamping pipe. The L-shaped clamping plates and the propping pipe form a clamping unit for the pipe wall of the branch pipe by means of the spacing matching between the clamping pipe and the supporting pipe. Anti-withdrawing mechanisms are arranged between the clamping pipe and the L-shaped clamping pipes. When the bypass device is used, at first, the locking buckle is placed at the connection part of the branch pipe, then the raised part of the clamping buckle is inserted in the locking buckle along the sliding chute, and after rotation, quick connection between the branch pipe and the capillary pipe is completed, and the connection efficiency is remarkably improved.

The invention relates to a detecting tool for detecting a rocker arm motion avoiding plane of an irregular cavity of a cylinder cover. The detecting tool comprises a detecting block and a cylindrical positioning mandrel, wherein the detecting block is fixedly connected to the upper part of the positioning mandrel; the positioning mandrel is inserted into a tappet hole of the cylinder cover to position the detecting tool; the diameter of the positioning mandrel is basically as same as that of the tappet hole of the cylinder cover; the positioning mandrel and the tappet h9ole are in clearance fit; the detecting block is used for detecting the rocker arm motion avoiding plane which is milled in the cylinder cover and is provided with a limiting reference surface at the lower part, and an upper depth detecting surface as well as a thickness detecting surface at the upper part. The detecting tool is simple to operate, has low requests on skills of a person, is fast in detecting speed, can obviously improve production efficiency and is low in cost.

The invention discloses a fixing device for a liquid crystal display. The fixing device comprises two mounting plates, two fixing plates, screws and the display. The fixing device is characterized in that each fixing plate is arranged on one side of the corresponding mounting plate, the display is arranged between the two fixing plates, screw holes are formed in the four corners of each mounting plate and the four corners of each fixing plates respectively, and the screws sequentially penetrate through the mounting plates and the fixing plates to fasten the whole device. According to the fixing device, the display can be firmly fixed, the shaking phenomenon is prevented, the mounting process is easy and convenient to operate, the requirements on the professional skills of working staff are low, and the working efficiency is accelerated.

The invention discloses a startup picture configuration method and device and electronic equipment, and relates to the technical field of startup picture display.The startup picture configuration method comprises the steps of displaying a startup picture configuration interface to a user according to a received startup picture configuration request; receiving a configuration operation of the user on a picture needing to be displayed in a boot stage and a corresponding picture configuration file on the startup picture configuration interface; and storing the configuration operation result in a target system directory, wherein the target system directory is used for storing the data read and loaded in a system boot stage. Through the startup picture configuration interface, the user can carry out personalized configuration on the startup picture according to own needs, and the configuration result is stored in the target system directory which must be read and recorded in the boot stage of system startup, so that the corresponding startup picture can be displayed according to the configuration result of the user when the system is started next time.

The invention discloses a foundation pit top horizontal displacement monitoring method which comprises a longitudinal foundation pit edge monitoring point monitoring link and a transverse foundation pit edge monitoring point monitoring link. The longitudinal foundation pit edge monitoring point monitoring link includes the following steps that 1, firstly a foundation pit corner portion point B1 is selected to serve as a static benchmark point, monitoring points are set on two longitudinal edges of a foundation pit respectively, the monitoring points before excavation are Bi and C i+1 (i=1, 2,......n) respectively, the corresponding monitoring points after excavation become B' i and C' i+1 respectively; 2, before excavation is conducted on the foundation pit, the distance between B i and B i+1 is monitored to be B i * B i+1, and the distance between the B i+1 and the C i+1 is monitored to be B i+1* C i+1; 3, after excavation is conducted on the foundation pit, the distance between the B' i and the C' i+1 is monitored to be B' i *C' i+1, and the distance between the B' i+1 and C' i+1 is monitored to be B' i+1 * C' i+1; 4, the horizontal displacement of the monitoring point Bi and the horizontal displacement of the monitoring point C i are obtained according to the value of the B i * B i+1, the B i+1* C i+1, the B' i *C' i+1 and the B' i+1 * C' i+1. The horizontal displacement monitoring method is high in measuring accuracy and low in requirement for professional skills of monitoring personnel, and monitoring can be finished conveniently just by operation of a single person.

The embodiment of the invention provides a method and a device for visualizing threshold information. The method comprises the steps of firstly receiving a command of a user of setting the threshold; judging whether the set threshold value in the command is in the threshold legal range, if the threshold setting value is legal, executing the command of setting the threshold; calling out the help information in the reference standard value range corresponding to the threshold setting value from the threshold reference standard database, displaying the help information on the threshold setting interface, and displaying and storing the threshold setting result. The method provided by the invention can intuitionally provide the corresponding standard as the threshold baseline and visualize the reference value information, so as to reduce the requirement of professional skill and the probability of unreasonably setting, and avoid the process of looking up the data to reduce the error, thereby improving the efficiency of threshold setting and the user experience.

The invention discloses a direct-fed probiotic agent for feed drinking water. The direct-fed probiotic agent comprises fungus powder and adjuvants, wherein the fungus powder comprises 0.2-0.5 part (byweight) of lactobacillus casei, 0.2-0.5 part (by weight) of lactobacillus plantarum and 0.1-0.3 part (by weight) of saccharomycetes, and the adjuvants comprise 30-60 parts (by weight) of glucose, 10-20 parts (by weight) of yeast extract powder, 10-20 parts (by weight) of peptone and 20-30 parts (by weight) of talcum powder. According to the direct-fed probiotic agent, the problem of loss of probiotics in feed processing is solved, the amount of intake of the probiotics by livestock and poultry is greatly increased, meanwhile, the applicable range is wide, the direct-fed probiotic agent can beimplemented at both a feed factory and a culture site, the requirements on sites are low, and the floor area is small; and the operation is simple, convenient and quick, the cost of investment is low, requirements on special skills of operators are low, and the direct-fed probiotic agent is applicable to a majority of culture operators and can also be used by small-sized odd dealers.

The invention provides a special machine application system based on an industrial internet platform, and relates to the technical field of industrial internet. The special machine application system comprises a bottom plate, a supporting column is fixedly connected to the upper surface of the bottom plate, a top plate is fixedly connected to the upper surface, away from the bottom plate, of the supporting column, a platform is arranged above the bottom plate and located below the top plate, and lug blocks are fixedly connected to the front surface and the rear surface of the platform correspondingly. Threaded holes are formed in the upper surfaces of the lug blocks, a weighing sensor is fixedly connected to the interior of the platform, mounting pieces are fixedly connected to the positions, close to the front side and the rear side, of the lower surface of the top plate, and a rodless air cylinder is fixedly connected between the mounting pieces. By arranging a servo motor and a lead screw, a spiral force generated by meshing of the lead screw and the threaded holes drives the platform to ascend, cargoes are effectively conveyed to a high position from a low position, automatic and continuous carrying of the cargoes can be achieved, and the cargo stacking efficiency can be improved.

The invention relates to a geological exploration technology, in particular to a superficial layer geological displacement monitoring and early-warning system and a superficial layer geological displacement monitoring and an early-warning method. The system comprises a sensor module, a communication module, an information processing module and an early-warning module. When a geological accident occurs at the monitoring points, the angle sensor module can monitor the offset, the communication module transmits the monitored offset to the information processing module, the information processing module converts the offset into offset displacement, calculates the offset center and the average offset value of the monitoring point according to the offset displacement, judges whether the average offset value meets the early-warning condition or not and transmits triggering information to the early-warning module if the average offset value meets the early-warning condition, and the early-warning module sends out an early-warning signal according to the received triggering information. The monitoring and early-warning system and the monitoring and early-warning method are high in monitoring accuracy and realize all-weather and dynamic monitoring. The monitoring system is low in mounting, using and later maintenance costs. The monitoring and early-warning method is easy to operate and control and suitable for popularization.