CN114779713A - Intelligent control method and device for vibroflotation pile encryption quality - Google Patents

Abstract

The invention relates to the technical field of buildings, in particular to an intelligent control device for the compaction quality of a vibroflotation pile, which comprises: the vibroflotation mechanism is used for vibroflotation construction; the measuring mechanism comprises an inclinometer and a position finder, the inclinometer is arranged at one end of the side wall of the guide rod, and the position finder is arranged at the output end of the crane; the monitoring mechanism comprises a central console, a camera, Wifi, a cloud server and a control terminal, wherein the camera is installed at the top of the central console, and the control terminal is in data transmission connection with the central console through one of the cloud server and the Wifi; the pile hole mechanism is used for filling crushed stones; the method has the advantages that the vibroflotation construction control is changed from manual experience control to machine intelligent automatic control, the transformation and upgrading of the vibroflotation construction method are promoted, the defect that the existing vibroflotation pile encryption construction depends on manual judgment of quality irregularity is overcome, and the vibroflotation pile encryption quality automatically controlled by the machine is more scientific, efficient, accurate and uniform.

Description

Intelligent control method and device for vibroflotation pile encryption quality

Technical Field

The invention relates to the technical field of buildings, in particular to an intelligent control method and device for vibroflotation pile encryption quality.

Background

The vibroflotation method, also known as vibroflotation method, is a foundation stabilization method developed based on the principle that sandy soil foundation can be compacted by adding water and vibrating, and is later used for arranging vibroflotation replacement gravel piles in cohesive soil layers. The vibroflotation method is a foundation reinforcement treatment method for improving poor foundation and meeting the foundation requirements of buildings (structures).

The vibration effect can effectively increase the relative compactness of the non-compact sandy soil from a very wet state to a saturated state. The vibroflotation method is a deep foundation treatment method developed according to the principle. The main equipment for vibroflotation construction is a vibroflot, which is similar to an insertion concrete vibrator and consists of a submersible motor, an eccentric block and a water pipe. After the crane is in place, the vibroflot sinks to a preset depth under the combined action of high-frequency vibration and high-pressure water flow by simultaneously starting the motor and the water jet pump. Then cleaning the hole, and using circulating water to take the thick slurry in the hole. After the hole is cleaned, the sand and stone materials are filled into the hole section by section, and the water is sprayed for vibration, so that the filling material is vibrated to be compact. And (3) filling and compacting section by section, and lifting the vibroflot section by section until the vibroflot reaches the ground, thereby forming a compact gravel pile body with a larger diameter in the foundation.

The vibroflotation gravel pile composite foundation reinforcing technology originates from Europe in 19 th century, has been used for reinforcing the foundations of war factories and workshops in Bayonne regions of France, only uses a simple gravel pile reinforcing method to process loose gravel at the time, and then uses the vibroflotation gravel pile composite foundation reinforcing technology to effectively inhibit the liquefaction of a sand foundation, thereby proving the effectiveness of the vibroflotation method in the sand foundation treatment. Thereafter, the vibroflotation method is listed as a measure for effectively treating the seismic reinforcement of the sand foundation.

With the development of infrastructure construction in the last 20 years, the vibroflotation gravel pile construction technology and equipment in China are rapidly developed and applied.

The prior art has the following defects or problems:

1. the existing vibroflotation pile encryption construction still adopts a manual mode, a semi-manual mode and a semi-mechanical mode, the encryption quality is judged mainly by manual experience during construction, and scientific, objective and accurate evaluation standards are lacked.

2. The manual control experience of the existing vibroflotation pile encryption is uneven, and the vibroflotation pile encryption quality cannot be guaranteed.

3. The existing vibroflotation construction method has low automation and intelligence degree.

Disclosure of Invention

The invention aims to provide an intelligent vibroflotation pile encryption quality control device, which comprises:

the vibroflotation mechanism is used for vibroflotation construction;

the measuring mechanism comprises an inclinometer and a position finder, the inclinometer is arranged at one end of the side wall of the guide rod, and the position finder is arranged at the output end of the crane;

the monitoring mechanism comprises a central console, a camera, Wifi, a cloud server and a control terminal, wherein the camera is installed at the top of the central console and is in data transmission connection with the central console, and the control terminal is in data transmission connection with the central console through one of the cloud server and the Wifi;

and the pile hole mechanism is used for compacting the stratum by the vibroflot and backfilling crushed stones to extrude and compact the pile.

Optionally, the vibroflotation mechanism includes a crane and a guide rod installed at one end of the crane, and a vibroflotation device is installed at one end of the guide rod.

Optionally, the pile hole mechanism includes a pile hole opened by a vibroflotation device, a hole top water surface positioned at the top of the pile hole, and backfill gravels positioned at the bottom of the pile hole, wherein graded gravels are arranged on one side of the top of the pile hole.

An intelligent vibroflotation pile encryption quality control method comprises the following steps:

s1, establishing an intelligent control model for the compaction quality of the vibroflotation pile;

s2, obtaining working parameters of the vibroflot;

s3, obtaining real-time working parameters of the vibroflots according to the vibroflot working parameters and the vibroflot space attitude control module;

s4, obtaining the encryption parameters and the control indexes of the backfill according to the backfill control module;

s5, carrying out real-time monitoring and feedback of the whole process according to the platform, and obtaining the related judgment of regular inspection under normal working conditions and manual handling under abnormal working conditions;

and S6, realizing the intelligent control of the compaction quality of the vibroflotation pile according to the working parameters of the vibroflotation device and the compaction parameters and control indexes of the backfill material.

Optionally, in the step of establishing the intelligent control model for the encryption quality of the vibroflotation pile, the method includes: controlling the working parameters of the vibroflot, controlling the space attitude of the vibroflot and controlling backfill materials.

Optionally, in the step of obtaining the working parameters of the vibroflot, the method includes: the vibroflotation device comprises the main working parameters of current intensity, vibration duration, vibroflotation water pressure, vibroflotation air pressure and vibroflotation encryption quality which have important influence on vibroflotation encryption quality.

Optionally, the vibroflotation device spatial attitude control module is composed of vibroflotation device verticality, depth, encryption descending speed, encryption ascending speed, primary encryption segment length and back-inserting depth parameters.

Optionally, the backfill control module mainly comprises control parameters of replacement rate, crushed stone gradation, filler content and mud content.

Optionally, during the step that the platform carries out overall process real-time supervision and feedback, thereby normal operating mode is regularly patrolled and examined and is confirmed vibroflotation device power and stratum condition through the test pile experiment, and patrols and examines and includes that artifical timing is patrolled and examined on the spot, unmanned aerial vehicle video is regularly patrolled and examined and control system is regularly patrolled and examined automatically.

Optionally, the abnormal condition is treated manually by combining automatic treatment and manual intervention treatment, and the normal condition state is recovered after treatment.

Compared with the prior art, the invention has the beneficial effects that:

the invention adopts the whole process real-time monitoring and feedback technology to automatically and regularly inspect in the encryption process, each parameter is normal working condition when working normally in the set threshold, automatic early warning and alarming are carried out when the parameter exceeds the set threshold, different corresponding strategies are adopted aiming at different abnormal working conditions, various abnormal working condition databases are formulated in advance, faults are automatically eliminated according to the abnormal conditions, and manual intervention handling is adopted if necessary, so that the vibroflotation construction control is changed from manual experience to intelligent automatic control of a machine, the transformation and upgrading of the vibroflotation construction method are promoted, the defects that the existing vibroflotation pile encryption construction depends on manual judgment and the quality is uneven are overcome, and the vibroflotation pile encryption quality is more scientific, efficient, accurate and unified by adopting the automatic control of the machine.

Drawings

FIG. 1 is a schematic view of the structure of the present invention;

fig. 2 is a flow chart of the intelligent vibroflotation pile encryption quality control method.

The reference numbers illustrate:

1. a crane; 2. a center console; 3. a camera; 4. a guide bar; 5. the hole is on the water surface; 6. a vibroflotation device; 7. backfilling broken stones; 8. wifi; 9. a cloud server; 10. grading broken stone; 11. an inclinometer; 12. a position finder; 13. and controlling the terminal.

The implementation, functional features and advantages of the present invention will be further described with reference to the accompanying drawings.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1 and fig. 2, the present invention provides an intelligent control device for vibroflotation pile encryption quality, which includes:

the vibroflotation mechanism is used for vibroflotation construction and comprises a crane 1 and a guide rod 4 arranged at one end of the crane 1, a vibroflotation device 6 is arranged at one end of the guide rod 4, a submersible motor is arranged at the upper part of the vibroflotation device 6, and a vibration body is arranged at the lower part of the vibroflotation device. When the motor rotates, the hollow shaft of the vibrating body is driven to rotate through the elastic coupling, and the eccentric block is arranged on the shaft to generate horizontal vibration force. A water jetting pipe is arranged in the hollow shaft, and the water pressure can reach 0.4-0.6 MPa. Sinking the vibroflotation device to a required depth by means of vibration and water injection at the bottom of the pipe, and then lifting the vibroflotation device while filling gravel and vibrating until the filler and the surrounding soil body are compacted;

the measuring mechanism comprises an inclinometer 11 and a position finder 12, wherein the inclinometer 11 is arranged at one end of the side wall of the guide rod 4, and the position finder 12 is arranged at the output end of the crane 1; during observation by the inclinometer 11, the probe moves from the bottom to the top of the inclinometer, and is suspended at a half-meter interval and subjected to measurement inclination work. The inclination of the probe is measured by two servo accelerometers which are balanced by stress. An accelerometer measures the longitudinal position of the groove of the inclinometer, namely the inclination of the plane on which the measuring wheel on the probe of the inclinometer is positioned. The other accelerometer measures the inclination perpendicular to the wheel plane. The inclination may be converted into a lateral displacement. Comparing the current and initial observed data can determine the variation of the lateral offset to show the movement displacement of the stratum. And drawing the variation of the offset to obtain a high-resolution displacement sectional diagram. The section map is helpful for determining the size, depth, direction and speed of ground motion displacement; the change of the movement position can be measured by the position finder 12;

the monitoring mechanism comprises a central console 2, a camera 3, Wifi8, a cloud server 9 and a control terminal 13, wherein the camera 3 is installed at the top of the central console 2 and is in data transmission connection with the camera, and the control terminal 13 is in data transmission connection with the central console 2 through one of the cloud server 9 and the Wifi 8; the corresponding instruction of a center console can be remotely observed or controlled through the cloud server 9 or through the Wifi8 by the control terminal 13, and the intelligent control process of the vibroflotation pile encryption quality can be monitored constantly through the camera 3;

the pile hole mechanism is used for compacting strata by the vibroflot, backfilling crushed stone and compacting piles, and comprises a pile hole formed by the vibroflot (6), a hole top water surface (5) positioned at the top of the pile hole and backfilled crushed stones (7) positioned at the bottom of the pile hole, wherein graded crushed stones (10) are arranged on one side of the top of the pile hole; the gravel 7 is backfilled for preliminary filling, and the graded gravel 10 can be used for subsequent continuous feeding.

An intelligent vibroflotation pile encryption quality control method comprises the following steps:

s1, establishing the vibroflotation pile encryption quality intelligent control model, wherein the step of establishing the vibroflotation pile encryption quality intelligent control model comprises the following steps: the method comprises three aspects of vibroflotation 6 working parameter control, vibroflotation 6 space attitude control and backfill material control, and provides theoretical and technical support for establishing an intelligent vibroflotation pile encryption control system based on real-time monitoring and feedback of the whole vibroflotation pile encryption process;

the basic outline of the main detailed engineering of each control module is as follows:

vibroflotation site: soft soil layer under deep covering layer riverbed

Vibroflotation depth: about 30m

Power of vibroflot 6: 220kW

Backfilling: graded broken stone 10

The construction method comprises the following steps: operated manually

The encryption quality judgment method comprises the following steps: manual experience control;

s2, obtaining working parameters of the vibroflot 6, where the step of obtaining working parameters of the vibroflot 6 includes: the vibroflotation device 6 comprises the current intensity, the vibration retention time, the vibroflotation water pressure, the vibroflotation air pressure and main working parameters which have important influence on the vibroflotation encryption quality in the encryption process;

the current intensity, or encryption current, refers to the designed current value that the motor of the vibroflotation device 6 needs to reach in the process of vibroflotation soil or filler pile making, and mainly refers to that the vibroflotation encryption process should not be less than the set minimum current intensity, too small current reduces vibroflotation encryption work efficiency, insufficient compaction strength to broken stones and strata, too large current easily damages the motor of the vibroflotation device 6, reduces the service life of the motor, and the like. Therefore, the current intensity is required to set a normal working threshold value according to the rated power of the motor of the vibroflot 6 and the stratum condition;

if the rated power of a motor of the vibroflot 6 is 220kW, the encrypted stratum is silty clay, and the threshold value of the normal working current intensity can be set as follows: 220A to 250A.

The vibration remaining time refers to the duration of the electric motor of the vibroflot 6 for maintaining the encrypted current in the process of compacting soil or filling and pile making. In the encryption process, the sufficient vibration remaining time is a control index for ensuring that the vibroflot 6 fully vibrates and compacts the soil mass and the crushed stones, so the minimum vibration remaining time needs to be set;

the setting of the vibration retention time can be determined by combining a field pile test, the type of the vibroflot 6, the stratum condition and the design requirement, and can be set to 20 s-30 s under the general condition.

The vibroflotation water pressure refers to the water outlet pressure at the top of the vibroflotation device 6 in the encryption process of the vibroflotation device 6. The vibroflotation method is also called as a vibroflotation method, pressure water is used for assisting in construction in a wet vibroflotation process, under the impact of high-pressure water, the vibroflotation method is beneficial to the implementation of pore-forming and encryption, and simultaneously can play a role in cooling the vibroflotation device 6 to ensure that the machines and tools operate normally;

the water pressure in the vibroflotation encryption process is controlled by the type 6 of the vibroflotation device and the stratum condition, can be determined by combining a field pile test, and can be generally set to be 0.1 MPa-0.5 MPa.

The vibroflotation water pressure refers to the air pressure at the top of the vibroflotation device 6 in the encryption process of the vibroflotation device 6. The air pressure is increased into the pile from the bottom of the vibroflotation device 6 in the encryption process, so that the balance of the air pressure inside and outside the pile is kept, and the phenomenon of deformation (necking) of the pile body due to the overlarge air pressure difference inside and outside the pile body is avoided;

the air pressure value is determined according to geological conditions and combined with a field test pile test, can be equal to or slightly greater than the water pressure value, and can be generally set to be 0.1 MPa-0.5 MPa;

s3, obtaining real-time working parameters of the vibroflot 6 according to the working parameters of the vibroflot 6 and a vibroflot 6 space attitude control module, wherein the vibroflot 6 space attitude control module consists of the verticality, the depth, the encryption descending speed, the encryption ascending speed, the length of a primary encryption segment and the back-inserting depth parameters of the vibroflot 6;

the verticality is an important control parameter in the encryption process of the vibroflotation device 6, and has an important influence on the pile forming form of the gravel pile. In general construction, the vibroflotation device 6 is arranged in a pile body in the encryption process, the difficulty of directly measuring the verticality is high, and the verticality of the vibroflotation device 6 can be indirectly judged by monitoring the inclination of the guide rod 4 arranged on the upper part of the vibroflotation device 6. Because the length of the guide rod 4 depends on the depth of the vibroflotation pile, the verticality of the vibroflotation device 6 in the encryption process is closely related to the depth and diameter of the pile;

in order to avoid the inclination of the pile body, the encryption process should ensure that the vibroflot 6 is vertically downward as much as possible, and the inclination of the guide rod 4 should be determined by a field pile test according to the designed pile depth.

The depth refers to the depth position in the pile body of the vibroflotation device 6 in the encryption process, and is one of important monitoring indexes of the vibroflotation device 6 in the encryption process. The depth position of the vibroflotation device 6 in the pile encryption process is monitored in real time, and whether key construction indexes such as vibroflotation encryption state, filler amount and pile body form are in a normal operation interval or not is judged;

the depth position of the vibroflotation device 6 can be monitored and displayed in real time through the lifting variable quantity of the lifting rope of the vibroflotation device 6.

The descending speed of the vibroflot 6 during encryption refers to the descending speed of the vibroflot 6 during encryption. When a continuous filling method is adopted, after backfill is poured into a pile, most of the backfill is loosely accumulated at the bottom of the pile because the vibroflot 6 and the guide rod 4 do not lift out a pile hole, and part of the backfill is scattered between the vibroflot 6 or the guide rod 4 and the pile wall, so that the descending speed of the vibroflot 6 is reasonably controlled, the backfill which does not fall into the bottom of the pile can fall into the bottom of the pile through excitation by means of the vibration of the vibroflot 6, and meanwhile, the uniform descending in the encryption process is beneficial to uniform compaction and compaction of the backfill at the bottom of the pile. The vibroflotation descending speed is determined by combining a field pile test, is generally not more than 1m/min, and stops descending when the current intensity approaches the upper limit of a designed current threshold.

The encryption rising speed of the vibroflotation device 6 refers to the speed of upward pulling when the vibroflotation device 6 meets the requirement of the vibration retention time in the encryption process of the vibroflotation device 6;

the up-and-down pulling process is a common method for vibroflotation encryption, is beneficial to uniformly encrypting the pile wall, and suggests that the encryption rising speed and the encryption falling speed are kept consistent in order to ensure the uniformity and the quality of the pile body.

The length of the primary encryption segment refers to the length of the segment of the vibroflot 6 for compacting soil or filling and piling, and the length (depth) of finishing a continuous encryption process in the encryption process. Too large a length easily causes leakage vibration or unevenness and incompact, and too small a length reduces construction efficiency;

the parameter determination should be combined with pile diameter, backfill grading and vibroflot 6 power determination, and the length of the primary encrypted segment is not more than 0.5-1 m in general.

The back-cut encryption is a method for improving the encryption effect of the pile body based on long-term vibroflotation construction experience, and the back-cut depth is a main reference index of the back-cut encryption. After the first encryption lifting, the vibroflotation device 6 is inserted back for the second compaction, so that the compaction effect of the pile body is greatly improved;

the common back-insert process comprises the following steps: once encryption of 0.5m and back insertion of 0.4m are performed for twice encryption, or once downward encryption of 1m and back insertion of 0.7m are performed. The specific back inserting depth can be determined to be an optimal value through a field pile test;

s4, obtaining the encryption parameters and control indexes of the backfill according to a backfill control module, wherein the backfill control module mainly comprises control parameters of replacement rate, broken stone gradation, filler content and mud content;

the replacement rate is also called area replacement rate, and refers to the ratio of the area of the reinforcement in the composite foundation to the area of the control range thereof according to the existing standard. The encryption effect of the pile body can be detected to a certain extent by the replacement rate data, and the poor compaction effect of vibroflotation or the insufficient compactness of the pile body is indicated by the low replacement rate, and the low replacement rate is uneconomical;

the rate of displacement is typically set in conjunction with formation conditions and design loads.

The crushed stone grading is the distribution condition of the grain diameters of all levels of crushed stone. The backfill material of the vibroflotation pile generally adopts the gravels, and the particle size grading of the gravels is scientific, thereby being beneficial to improving the compactness of the pile body and reducing the work efficiency of the encryption construction;

the vibroflotation gravel pile is suitable for continuous grading, and the optimal backfill particle size grading proportion data can be determined through a pile test.

The filling amount refers to the amount of broken stones filled into the pile body in the encryption process, the data is closely related to the replacement rate, real-time and accurate measurement of the filling amount data has important reference for analyzing the encryption quality, the filling amount control range can set a threshold value according to the recommended length value of each linear meter designed for the pile body, and in addition, reasonable control of the filling amount is beneficial to reducing the material cost.

The mud content is one of the important parameters for controlling the quality of the backfill crushed stone 7, the final compaction quality of the pile body is determined by the self quality of the backfill crushed stone 7, and the mud content of the graded crushed stone 10 serving as a backfill material is controlled below 5 percent in general;

s5, carrying out whole-process real-time monitoring and feedback according to the platform, acquiring regular working condition timing inspection and abnormal working condition manual handling related judgment, wherein in the step of carrying out whole-process real-time monitoring and feedback by the platform, the regular working condition timing inspection passes through a pile test to determine the power and the stratum conditions of the vibroflot 6, the inspection comprises manual timing field inspection, unmanned aerial vehicle video timing inspection and control system timing automatic inspection, the abnormal working condition manual handling adopts a method combining automatic handling and manual intervention handling to handle the problems, and the normal working condition state is recovered after the handling;

the regular inspection time setting under the normal working condition is determined by a pile test by combining the power of the vibroflot 6 and the stratum condition. The inspection can comprise manual timing field inspection, unmanned aerial vehicle video timing inspection, timing automatic inspection of a control system and the like.

The problem is treated by adopting a method combining automatic treatment and manual (expert) intervention treatment under the abnormal working condition, and the normal working condition state is recovered after the treatment is finished;

(1) system for automatically judging abnormal working condition

During encryption construction, when key parameters in each control module exceed threshold setting, the system automatically judges that the abnormal working condition state is entered, and automatically disposes according to an abnormal working condition database which is set in advance.

(2) Manually determining abnormal operating conditions

Under special conditions of finding problems in routing inspection, needing manual instruction change, meeting emergency shutdown, exceeding an abnormal working condition database and the like, the manual instruction is actively converted into an abnormal working condition, and manual (expert) intervention treatment is adopted. (ii) a

And S6, realizing intelligent control of the vibroflotation pile encryption quality according to the working parameters of the vibroflotation device 6 and the encryption parameters and control indexes of the backfill material.

To sum up, each control module and key control parameter of vibroflotation pile encryption process adopts whole process real-time monitoring and feedback technique automatic timing to patrol and examine in the encryption process, and each parameter is normal operating mode if normal work is in the settlement threshold, surpasses the automatic early warning of settlement threshold, reports to the police, adopts different corresponding tactics to different abnormal operating modes, formulates each kind of abnormal operating mode database in advance, according to the automatic troubleshooting of abnormal condition, intervenes the processing manually when necessary.

Based on the accurate threshold setting of each key parameter of above control module, encryption overall process real time monitoring and feedback, normal, abnormal working condition deals with the settlement, finally forms intelligent vibroflotation stake encryption quality control system, shakes and dashes the encryption process quality control that the encryption process quality control changed preliminary intelligent automatic encryption quality control into that has now artifical or semi-artifically as the owner, the artificial intervention that significantly reduces, promotes to shake and dashes encryption quality and efficiency of construction, shakes for all-round intelligence and dashes the technique in-depth research and development and provides technical support.

While the invention has been described in further detail with reference to specific embodiments thereof, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (10)

1. The utility model provides a vibroflotation pile encryption quality intelligent control device which characterized in that: the intelligent control device for the compaction quality of the vibroflotation pile comprises:

the vibroflotation mechanism is used for vibroflotation construction;

the measuring mechanism comprises an inclinometer (11) and a position finder (12), wherein the inclinometer (11) is arranged at one end of the side wall of the guide rod (4), and the position finder (12) is arranged at the output end of the crane (1);

the monitoring mechanism comprises a central console (2), a camera (3), Wifi (8), a cloud server (9) and a control terminal (13), wherein the camera (3) is installed at the top of the central console (2) and is in data transmission connection with the central console, and the control terminal (13) is in data transmission connection with the central console (2) through one of the cloud server (9) and the Wifi (8);

and the pile hole mechanism is used for compacting the stratum by the vibroflot, backfilling crushed stone and compacting to manufacture the pile.

2. The intelligent vibroflotation pile encryption quality control device according to claim 1, characterized in that: the vibroflotation mechanism comprises a crane (1) and a guide rod (4) arranged at one end of the crane (1), and a vibroflotation device (6) is arranged at one end of the guide rod (4).

3. The intelligent vibroflotation pile encryption quality control device according to claim 2, characterized in that: the pile hole mechanism comprises a pile hole formed through a vibroflot (6), a hole top water surface (5) located at the top of the pile hole and backfill gravels (7) located at the bottom of the pile hole, wherein graded gravels (10) are arranged on one side of the top of the pile hole.

4. An intelligent vibroflotation pile encryption quality control method for implementing the device according to any one of claims 1 to 3, wherein the intelligent vibroflotation pile encryption quality control method comprises the following steps:

s1, establishing an intelligent control model for the compaction quality of the vibroflotation pile;

s2, obtaining working parameters of the vibroflotation device (6);

s3, obtaining real-time working parameters of the vibroflot (6) according to the working parameters of the vibroflot (6) and a vibroflot (6) space attitude control module;

s4, obtaining the encryption parameters and the control indexes of the backfill according to the backfill control module;

s5, carrying out real-time monitoring and feedback of the whole process according to the platform, and obtaining related judgment of regular inspection under normal working conditions and manual handling under abnormal working conditions;

and S6, realizing intelligent control of the vibroflotation pile encryption quality according to the working parameters of the vibroflotation device (6) and the encryption parameters and control indexes of the backfill material.

5. The intelligent vibroflotation pile encryption quality control method according to claim 4, wherein the intelligent vibroflotation pile encryption quality control method comprises the following steps: in the step of establishing the intelligent control model for the pile vibration and impact encryption quality, the method comprises the following steps: controlling working parameters of the vibroflot (6), controlling the space attitude of the vibroflot (6) and controlling backfill materials.

6. The intelligent vibroflotation pile encryption quality control method according to claim 4, wherein the intelligent vibroflotation pile encryption quality control method comprises the following steps: in the step of obtaining the working parameters of the vibroflot (6), the method comprises the following steps: the vibroflotation device (6) comprises the main working parameters which have important influence on the vibroflotation encryption quality, such as current intensity, vibration retention time, vibroflotation water pressure, vibroflotation air pressure in the encryption process.

7. The intelligent vibroflotation pile encryption quality control method according to claim 4, characterized in that: the vibroflotation device (6) space attitude control module is composed of vibroflotation device (6) perpendicularity, depth, encryption descending speed, encryption ascending speed, primary encryption segment length and back-inserting depth parameters.

8. The intelligent vibroflotation pile encryption quality control method according to claim 4, characterized in that: the backfill control module mainly comprises control parameters of replacement rate, broken stone gradation, filling amount and mud content.

9. The intelligent vibroflotation pile encryption quality control method according to claim 4, characterized in that: during the step that the platform carries out overall process real-time supervision and feedback, thereby normal operating mode is regularly patrolled and examined and is passed through the test pile experiment and confirm vibroflotation ware (6) power and stratum condition, and patrols and examines including artifical regularly on-the-spot patrol and examine, unmanned aerial vehicle video is regularly patrolled and examined and control system is regularly automatic patrols and examines.

10. The intelligent vibroflotation pile encryption quality control method according to claim 9, wherein: the abnormal working condition manual treatment adopts a method of combining automatic treatment and manual intervention treatment to treat the problem, and the normal working condition state is recovered after the treatment.

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