CN112365222A - Intelligent construction informatization system for cast-in-situ bored pile - Google Patents
Intelligent construction informatization system for cast-in-situ bored pile Download PDFInfo
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Abstract
The invention discloses an intelligent construction informatization system for cast-in-situ bored piles, which comprises a project setting module, a project overview module, a progress management module, a single-pile information module, an early warning management module and a construction report module, wherein the project overview module is used for displaying a project overview; according to the method, the overall progress is displayed after the basic information of the project is input and planned approval is passed, data read by complete equipment such as a drilling machine, a concrete elevation tester, a hole inspection detector, a sediment detector, a slurry detector and the like is intelligently input during single-pile construction, each construction process parameter is monitored, projects which cannot reach the standard are early warned according to construction requirements, and a construction report form is formed after construction is completed, so that the whole process of construction preparation, drilling construction, first hole cleaning, steel reinforcement cage installation, secondary hole cleaning, concrete pouring, pile inspection and the like of the engineering cast-in-situ bored pile is monitored, the field progress is enhanced, the construction quality of the cast-in-situ bored pile is ensured, and the purpose of intelligent information construction of the cast-in-situ bored pile is achieved.
Description
Technical Field
The invention relates to the field of informatization of pile foundation construction. More specifically, the invention relates to an intelligent construction informatization system for cast-in-situ bored piles.
Background
Along with the vigorous development of economy in China and the rapid increase of engineering construction, the foundation treatment application of the pile foundation in bridge engineering is more and more extensive, wherein the cast-in-situ bored pile with high bearing capacity, low manufacturing cost and simple and quick construction is applied to more and more projects. However, a great deal of application of the cast-in-situ bored pile in engineering also gradually shows many defects, the quality is difficult to directly judge in the construction process due to the underground concealed engineering, the safety of an upper structure is seriously influenced if the pile forming detection quality is in a problem, the pile foundation quality is easy to be unstable, the overall quality of the engineering is greatly influenced, the quality problem is difficult to repair, and the life and property safety of the country and people is threatened.
Meanwhile, the cast-in-situ bored pile is also used in a structure foundation with higher safety performance requirements, and although the construction technology of the cast-in-situ bored pile is mature, the quality factors influencing the pile forming of the cast-in-situ bored pile are more, the requirement of construction specifications is difficult to comprehensively grasp during specific construction, the bearing capacity of the pile foundation is obviously reduced seriously, and even serious quality accidents such as pile breakage and the like can be caused.
At present, in the construction process of the cast-in-situ bored pile at home and abroad, the problems of low intelligent and automatic degrees, low management level, difficulty in ensuring the construction quality of the cast-in-situ bored pile and the like, a large amount of manpower needs to be allocated are mainly solved. In the aspect of intellectualization, some informatization systems only convert manually recorded informatization systems into informatization systems input by mobile phones or computers, so that the construction labor cost is not greatly reduced, and the intellectualization is not realized. In the bored pile construction equipment, some drilling equipment has readable construction information and a real-time sending function, and the hole detection visualization device also has an imaging display function, so that the equipment has stronger competitiveness in the field, but no system can integrate the information in one interface, so that the information integration and traceability are poor, and an early warning standard is not set for each purpose, so that technicians cannot correct the problem timely even if the technicians know the data information, and the pile quality is unstable.
Disclosure of Invention
The invention aims to provide an intelligent construction informatization system for a cast-in-situ bored pile, which monitors various construction process parameters by intelligently inputting data read by complete equipment such as a drilling machine, a concrete elevation tester, a hole inspection detector, a sediment detector, a slurry detector and the like during single-pile construction, and carries out early warning on projects which fail to reach the standard according to construction requirements, thereby reducing manual reading and manual data input in the construction process, reducing construction quality reduction caused by artificial experience loss and improving the construction quality of the cast-in-situ bored pile.
To achieve these objects and other advantages in accordance with the present invention, there is provided a bored pile intelligent construction informatization system, including:
the project setting module is used for inputting basic information, soil layer information, pile foundation information, equipment information and construction parameter threshold values of a project;
the progress management module is used for establishing a current project construction plan and examining and approving the current project construction plan;
a single pile information module, comprising:
the construction preparation information is used for monitoring the single-pile pier position, the drilling position corresponding to the single-pile pier position, a section diagram of a drilled hole, mud parameters, mud surface elevation information, pile casing elevation information and the number of the drilling machine;
the drilling construction information is used for monitoring drilling elevation information, drilling stopping elevation information, drilling time and drilling stopping time information;
the hole cleaning information is used for monitoring the opening cleaning time, the first hole cleaning time, the second hole cleaning time, the final hole inclination, the final hole depth and the sediment thickness of the drill hole;
the reinforcement cage installation and processing information is used for monitoring the reinforcement cage installation time, the installed length, the residual length and a reinforcement cage quality inspection report;
concrete pouring and production information which is used for monitoring the production volume, casting time, cast volume, super-cast volume, residual height, residual length of a guide pipe, the embedding depth of the guide pipe, underwater concrete elevation information and a concrete quality inspection report of concrete;
pile detection information used for monitoring the grade of pile detection, the time of pile detection and the length of pile detection;
the single pile information interface, it switches different stake positions for show the pass that the stake position corresponds, the section diagram of drilling, design end elevation, the rig model of chooseing for use, the single pile information interface includes:
the mud monitoring information is used for monitoring the change of mud parameters in real time according to the current project construction plan so as to constantly keep the mud performance in line with the construction requirements;
the elevation monitoring information is used for monitoring the drill cutting elevation information in real time according to the current project construction plan so as to adjust the drill cutting angle of the drilling machine;
the drilling monitoring information is used for monitoring the final hole depth and the sediment thickness in real time according to the current project construction plan so as to meet the construction requirements;
and the concrete pouring scheduling information is used for coordinating the concrete production amount and the actual pouring amount according to the actual situation of the construction site so as to enable the concrete production amount and the actual pouring amount to be in a basic balance state.
Preferably, a project overview module is also included, comprising:
the project overview is used for checking the information of the start time, the completion time, the overall completion proportion of the project and the piling efficiency, the hole forming efficiency and the drilling machine utilization rate of each single pile in the current project construction;
a construction process for previewing the progress of all processes in the construction of the current project and displaying the pile foundation number of any process;
and model information used for displaying the construction progress of the current project, wherein the model information is a BIM model.
Preferably, the single pile information module is provided with a wireless information acquisition module which reads data from the construction equipment and transmits the read data to the single pile information interface in real time.
Preferably, the system further comprises an early warning management module which monitors the slurry parameters, drilling machine footage information and sediment thickness collected in the wireless information module in real time, compares the read data with a construction parameter threshold, and if the read data is different from the construction parameter threshold, the early warning management module gives an alarm to remind relevant technicians and displays the specific abnormal pile position number, index number, specific steps and specific construction time.
Preferably, the progress management module is further provided with a monitoring module, when the project construction plan is changed, the monitoring module sends the project construction plan to a technician in a short message mode to serve as a prompt, and when the plan is delayed, the monitoring module sends a message alarm to prompt the technician to control the construction progress.
Preferably, the construction report module is further provided with a report browsing function, and the report browsing function is used for recording the drilling time, the steel bar lowering time, the guide pipe lowering time, the pouring time and the pile forming time in the construction process.
Preferably, the system further comprises a system module, which comprises:
the system comprises a mobile phone Ios operating end and an Android operating end, wherein the mobile phone Ios operating end and the Android operating end are operated by technicians on a project construction site, record information of the construction site, receive an alarm sent by an early warning management module and control the completion progress of a project construction plan;
and the Web page end is used for the backyard managers to check the project construction information.
Preferably, the underwater concrete elevation information is determined by the following method, and the specific steps are as follows:
s1, a 1kg heavy hammer is adopted to pull the steel wire rope to be put down through the elastic pulley;
s2, judging whether the heavy hammer reaches the surface of the underwater concrete by observing the current change on the Hall element arranged on the elastic pulley;
and S3, obtaining underwater concrete elevation information by measuring the length of the lowered steel wire rope.
The invention at least comprises the following beneficial effects:
1. according to the invention, through carrying out whole-process monitoring on construction process parameters of construction preparation, drilling construction, primary hole cleaning, reinforcement cage installation, secondary hole cleaning, concrete pouring, pile detection and the like in the construction of the engineering cast-in-situ bored pile on a single-pile construction information interface, the construction quality of the cast-in-situ bored pile is ensured on the premise of enhancing the field progress, and the purpose of intelligent information construction of the cast-in-situ bored pile is realized
2. The construction progress is displayed through the three-dimensional model, so that the construction progress is visualized.
3. According to the invention, the construction equipment is subjected to informatization reading through the sensor, so that manual reading and manual data input in the construction process are reduced, the reduction of construction quality caused by the loss of manual experience is reduced, and the construction quality of the cast-in-situ bored pile is improved.
4. In the actual work progress, if pile foundation construction process key parameter and construction parameter threshold inconsistent, the system can send alarm information to remind constructor in time to rectify a deviation, thereby ensure the construction quality of pile foundation.
5. After the construction is finished, the system automatically generates a pile foundation report, and the report pressure of engineering technicians can be reduced.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic diagram of a frame structure of an intelligent construction informatization system of a cast-in-situ bored pile of the invention;
FIG. 2 is a schematic construction flow diagram of an intelligent construction informatization system of a bored pile according to the invention;
fig. 3 is a schematic view of a construction process for detecting concrete elevation according to an embodiment of the present invention.
Detailed Description
The present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the invention by referring to the description text.
It should be noted that in the description of the present invention, the terms "lateral", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1-2, the present invention provides an intelligent construction informatization system for cast-in-situ bored pile, including:
the project setting module is used for inputting basic information, soil layer information, pile foundation information, equipment information and construction parameter threshold values of a project;
the progress management module is used for establishing a current project construction plan and examining and approving the current project construction plan;
a single pile information module, comprising:
the construction preparation information is used for monitoring the single-pile pier position, the drilling position corresponding to the single-pile pier position, a section diagram of a drilled hole, mud parameters, mud surface elevation information, pile casing elevation information and the number of the drilling machine;
the drilling construction information is used for monitoring drilling elevation information, drilling stopping elevation information, drilling time and drilling stopping time information;
the hole cleaning information is used for monitoring the opening cleaning time, the first hole cleaning time, the second hole cleaning time, the final hole inclination, the final hole depth and the sediment thickness of the drill hole;
the reinforcement cage installation and processing information is used for monitoring the reinforcement cage installation time, the installed length, the residual length and a reinforcement cage quality inspection report;
concrete pouring and production information which is used for monitoring the production volume, casting time, cast volume, super-cast volume, residual height, residual length of a guide pipe, the embedding depth of the guide pipe, underwater concrete elevation information and a concrete quality inspection report of concrete;
pile detection information used for monitoring the grade of pile detection, the time of pile detection and the length of pile detection;
the single pile information interface, it switches different stake positions for show the pass that the stake position corresponds, the section diagram of drilling, design end elevation, the rig model of chooseing for use, the single pile information interface includes:
the mud monitoring information is used for monitoring the change of mud parameters in real time according to the current project construction plan so as to constantly keep the mud performance in line with the construction requirements;
the elevation monitoring information is used for monitoring the drill cutting elevation information in real time according to the current project construction plan so as to adjust the drill cutting angle of the drilling machine;
the drilling monitoring information is used for monitoring the final hole depth and the sediment thickness in real time according to the current project construction plan so as to meet the construction requirements;
and the concrete pouring scheduling information is used for coordinating the concrete production amount and the actual pouring amount according to the actual situation of the construction site so as to enable the concrete production amount and the actual pouring amount to be in a basic balance state.
In the technical scheme, the system roughly comprises the working process that basic information of a project is input through a project setting module, so that a responsible person of the project, parameters of a construction plan, soil layer information of a construction site, the position, the diameter and the depth of a pile foundation and specific construction equipment information used in the construction process can be known, the input of the equipment information can facilitate the follow-up summary of the work efficiency of construction equipment and the statistics and maintenance, a three-dimensional BIM (building information model) can be introduced into the project information so that technical personnel and managers can know the project condition more vividly, after the input of the basic information of project construction is completed, the project construction plan is established through a progress management module and the current project construction plan is examined and approved, after the approval of the project construction plan is passed, pile number selection and corresponding pile number construction are carried out according to the project construction plan, determining the pile position according to the recorded single pile pier position before construction, embedding a pile casing according to measured pile casing elevation information, keeping the center of the pile casing consistent with the center of the pile, then positioning a drilling machine, if the position of the single pile is not provided with a drilling point, obtaining geological parameters of the single pile from other point positions through a high-order interpolation function, determining the rotating speed of the drilling machine by the drilling machine according to soil layer information, a drilling section diagram and the slurry supply quantity in slurry parameters, collecting slurry samples in the drilling process before construction, in the drilling process and after the drilling is finished, measuring performance indexes of the slurry samples, continuously utilizing the performance indexes after the performance indexes reach requirements, cleaning the hole for the first time by using a drilling rod after the hole forming is finished, removing sediments generated in the hole forming, installing a reinforcement cage after the hole cleaning for the first time, manufacturing the reinforcement cage according to the site construction requirements, and reserving a certain lap joint length, the method comprises the steps of overlapping length, placing a steel reinforcement cage after acceptance and acceptance are required, detecting the thickness of sediments after the steel reinforcement cage is installed, cleaning holes for the second time if the thickness of sediments is unqualified, measuring the depth and the thickness of sediments after the secondary hole cleaning is finished, cleaning the holes again until the depth is qualified if various indexes of slurry in the holes do not meet the design specifications, pouring underwater concrete by using a conduit method, meeting the construction requirements of the mixture ratio of the poured concrete, keeping the depth of the conduit embedded into the concrete within a specified range before and during pouring of the concrete, ensuring that the concrete can be poured continuously and preventing the slurry from overflowing during pouring, and finally detecting the quality of the pile The construction process parameters of drilling construction, hole cleaning, steel reinforcement cage installation and processing, concrete pouring and production, pile detection and the like are monitored in the whole process and used for guiding construction, parameters in the construction process are read through construction equipment, manual reading and manual data input in the construction process are reduced, the reduction of construction quality caused by artificial experience loss is reduced, and the construction quality of the cast-in-situ bored pile is improved.
In another technical solution, the system further comprises a project overview module, which includes:
the project overview is used for checking the information of the start time, the completion time, the overall completion proportion of the project and the piling efficiency, the hole forming efficiency and the drilling machine utilization rate of each single pile in the current project construction;
the construction process is used for previewing all process progress of the current project construction and displaying the pile foundation number of any process;
and model information used for displaying the construction progress of the current project, wherein the model information is a BIM model.
In the technical scheme, the project overview module is used for technicians and managers to roughly know projects, wherein basic information of the projects can be checked from the project overview, the progress of the projects can be checked from the construction process, the model information shows the information through a three-dimensional graph, the construction progress condition is represented through three colors of gray, green and red in a display result, the gray is not yet constructed, the green is constructed, and the red is a pile foundation after planning, so that the construction progress is visualized, and the project progress can be clearly checked.
In another technical scheme, a wireless information acquisition module is arranged in the single-pile information module, reads data from the construction equipment, and transmits the read data to a single-pile information interface in real time.
In the technical scheme, the wireless information acquisition module reads mud parameters, drilling machine footage information, sediment thickness, concrete elevation information and the like in construction equipment through a sensor, the read information is transmitted to the single-pile information module, the single-pile information module reads, processes, recompiles, calculates and typesets acquired data and displays the data in a single-pile information interface, the wireless information acquisition module counts key parameters in a pile foundation construction process, intelligent input and artificial input of information are achieved, construction efficiency can be improved, but in consideration of damage and fault tolerance of the equipment, technicians also have the permission to directly compile the data.
In another technical scheme, the system further comprises an early warning management module which monitors the slurry parameters, drilling machine footage information and sediment thickness collected in the wireless information module in real time, compares the read data with a construction parameter threshold value, and if the read data is different from the construction parameter threshold value, the early warning management module gives an alarm to remind relevant technicians and displays the specific abnormal pile position number, the index number, the specific steps and the specific construction time.
In the technical scheme, the early warning management module compares the data such as the collected mud parameters, the drilling machine footage information and the sediment thickness in the wireless information collection module with a construction parameter threshold value in project setting, if the collected data are different from the construction parameter threshold value, the early warning management module sends out an alarm prompt, the alarm prompt can be set to be a vibration mode or a ring alarm, meanwhile, the early warning management module can also display the specific abnormal pile position number, the index number, the specific steps and the specific construction time in real time, so that technicians and managers can accurately judge abnormal indexes to prompt the constructors to correct the errors in time, and the construction quality of the pile foundation is ensured.
In another technical scheme, the progress management module is also provided with a monitoring module, when a project construction plan is changed, the monitoring module sends the project construction plan to a technician in a short message mode to serve as a prompt, and when the plan is lagged, the monitoring module sends a message alarm to prompt the technician to control the construction progress.
In the technical scheme, the monitoring module is used for monitoring the completion condition of a project construction plan, a project principal and a manager formulate a new project, field technicians execute the new project after the new project is approved, the monitoring module sends a message to each technician as a prompt when the plan is changed, and when the plan is lagged, the monitoring module can send a message alarm to prompt the technicians to strengthen the management of the construction progress, and after the construction plan is completed, the efficiency of each construction process and key points of efficiency improvement are statistically analyzed, so that guidance and reference are provided for subsequent construction.
In another technical scheme, the construction report module is further provided and is used for recording the drilling time, the steel bar lowering time, the guide pipe lowering time, the pouring time and the pile forming time in the construction process, and the construction report module further has a report browsing function.
In the technical scheme, the construction report module is used for recording the construction time of each construction process in the project construction process, the construction report is taken from construction reports specified by the country and industry, the requirements of supervision and examination and construction daily reports of most projects can be generally met, the construction report is recorded into a standard format in advance, and the construction report is obtained by sleeving specific recorded data into a fixed template after construction is completed every time, so that the whole project construction process is well summarized, and the report pressure of engineering technicians can be reduced.
In another technical solution, the system further comprises a system module, which includes:
the system comprises a mobile phone Ios operating end and an Android operating end, wherein the mobile phone Ios operating end and the Android operating end are operated by technicians on a project construction site, record information of the construction site, receive an alarm sent by an early warning management module and control the completion progress of a project construction plan;
and the Web page end is used for the backyard managers to check the project construction information.
According to the technical scheme, the targeted users comprise project leaders, technical responsible persons, production managers, technicians and the like, different authorities are given to different people after account registration and login, project setting can be developed after the users log in, computer webpage login and mobile phone login can be adopted, the computer webpage login is mainly used for checking and managing project basic information by managers, and the mobile phone end is mainly applied to the technicians for conducting site construction guidance.
In another technical scheme, the underwater concrete elevation information is measured by the following method, which comprises the following steps:
s1, a 1kg heavy hammer is adopted to pull the steel wire rope to be put down through the elastic pulley;
s2, judging whether the heavy hammer reaches the surface of the underwater concrete by observing the current change on the Hall element arranged on the elastic pulley;
and S3, obtaining underwater concrete elevation information by measuring the length of the lowered steel wire rope.
In the technical scheme, as shown in fig. 3, in order to intelligently and accurately obtain the pouring elevation of underwater concrete and avoid quality problems of concrete pile breakage, over-square and the like under the conditions of hole collapse, collapse and more laitance of the underwater concrete, a detection method for measuring the elevation of the underwater concrete is provided, the traditional method for judging the concrete elevation by the hand feeling of an operator is changed into a method for judging the concrete elevation by reading, and the method specifically comprises a control circuit for controlling the forward and reverse rotation starting and stopping of a motor, a motor for controlling the rising and falling of a heavy hammer by connecting a wire reel with a steel wire rope, a wire reel for winding the steel wire rope on the wire reel, a hall element connected with an elastic pulley in a sliding manner, a limit switch and a heavy hammer for drawing the steel wire rope to droop to the surface of the concrete. The method comprises the steps of firstly, adopting a 1kg heavy hammer to pull a steel wire rope to be placed downwards through an elastic pulley, observing the change of current on a Hall element, enabling the heavy hammer to be subjected to great resistance when the heavy hammer reaches the surface of underwater concrete, enabling the current on the Hall element to suddenly change, stopping the heavy hammer to descend, enabling the tension on the steel wire rope to disappear rapidly, enabling the elastic pulley to bounce, triggering a limit switch to cut off a motor, stopping the motor to rotate, finally judging the depth of the surface position of the concrete by measuring the length of the placed steel wire rope, and obtaining information such as the residual height of the concrete after floatage is considered, the buried depth of a guide pipe, the excess length of the guide pipe and the.
While embodiments of the invention have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the invention pertains, and further modifications may readily be made by those skilled in the art, it being understood that the invention is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (8)
1. The utility model provides a bored concrete pile intelligence construction informatization system which characterized in that includes:
the project setting module is used for inputting basic information, soil layer information, pile foundation information, equipment information and construction parameter threshold values of a project;
the progress management module is used for establishing a current project construction plan and examining and approving the current project construction plan;
a single pile information module, comprising:
the construction preparation information is used for monitoring the single-pile pier position, the drilling position corresponding to the single-pile pier position, a section diagram of a drilled hole, mud parameters, mud surface elevation information, pile casing elevation information and the number of the drilling machine;
the drilling construction information is used for monitoring drilling elevation information, drilling stopping elevation information, drilling time and drilling stopping time information;
the hole cleaning information is used for monitoring the opening cleaning time, the first hole cleaning time, the second hole cleaning time, the final hole inclination, the final hole depth and the sediment thickness of the drill hole;
the reinforcement cage installation and processing information is used for monitoring the reinforcement cage installation time, the installed length, the residual length and a reinforcement cage quality inspection report;
concrete pouring and production information which is used for monitoring the production volume, casting time, cast volume, super-cast volume, residual height, residual length of a guide pipe, the embedding depth of the guide pipe, underwater concrete elevation information and a concrete quality inspection report of concrete;
pile detection information used for monitoring the grade of pile detection, the time of pile detection and the length of pile detection;
the single pile information interface, it switches different stake positions for show the pass that the stake position corresponds, the section diagram of drilling, design end elevation, the rig model of chooseing for use, the single pile information interface includes:
the mud monitoring information is used for monitoring the change of mud parameters in real time according to the current project construction plan so as to constantly keep the mud performance in line with the construction requirements;
the elevation monitoring information is used for monitoring the drill cutting elevation information in real time according to the current project construction plan so as to adjust the drill cutting angle of the drilling machine;
the drilling monitoring information is used for monitoring the final hole depth and the sediment thickness in real time according to the current project construction plan so as to meet the construction requirements;
and the concrete pouring scheduling information is used for coordinating the concrete production amount and the actual pouring amount according to the actual situation of the construction site so as to enable the concrete production amount and the actual pouring amount to be in a basic balance state.
2. The intelligent bored pile construction informatization system of claim 1, further comprising a project overview module, which comprises:
the project overview is used for checking the information of the start time, the completion time, the overall completion proportion of the project and the piling efficiency, the hole forming efficiency and the drilling machine utilization rate of each single pile in the current project construction;
a construction process for previewing the progress of all processes in the construction of the current project and displaying the pile foundation number of any process;
and model information used for displaying the construction progress of the current project, wherein the model information is a BIM model.
3. The intelligent bored pile construction informatization system of claim 1, wherein the single pile information module is provided with a wireless information acquisition module, which reads data from construction equipment and transmits the read data to a single pile information interface in real time.
4. The intelligent bored pile construction informatization system of claim 3, further comprising an early warning management module which monitors the slurry parameters, drilling rig footage information and sediment thickness collected in the wireless information module in real time, compares the read data with a construction parameter threshold, and if the read data is different from the construction parameter threshold, the early warning management module generates an alarm to remind the relevant technicians, and displays the specific pile position number, index number, specific steps and specific construction time in which abnormality occurs.
5. The intelligent bored pile construction informatization system of claim 1, wherein the progress management module is further provided with a monitoring module, when a project construction plan is changed, the monitoring module sends a short message to a technician as a prompt, and when the plan is delayed, the monitoring module sends a message alarm to prompt the technician to control the construction progress.
6. The intelligent construction informatization system of cast-in-situ bored pile according to claim 1, further comprising a construction report module which records drilling time, steel bar lowering time, guide tube lowering time, casting time, and pile forming time during construction, and the construction report module further has a report browsing function.
7. The intelligent construction informatization system of bored pile according to claim 1, further comprising a system module, which includes:
the system comprises a mobile phone Ios operating end and an Android operating end, wherein the mobile phone Ios operating end and the Android operating end are operated by technicians on a project construction site, record information of the construction site, receive an alarm sent by an early warning management module and control the completion progress of a project construction plan;
and the Web page end is used for the backyard managers to check the project construction information.
8. The intelligent construction informatization system of the cast-in-situ bored pile according to claim 1, wherein the underwater concrete elevation information is determined by the following method, comprising the specific steps of:
s1, a 1kg heavy hammer is adopted to pull the steel wire rope to be put down through the elastic pulley;
s2, judging whether the heavy hammer reaches the surface of the underwater concrete by observing the current change on the Hall element arranged on the elastic pulley;
and S3, obtaining underwater concrete elevation information by measuring the length of the lowered steel wire rope.
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