CN113218445A - Method for monitoring foundation pit of constructional engineering - Google Patents
Method for monitoring foundation pit of constructional engineering Download PDFInfo
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- CN113218445A CN113218445A CN202110371927.6A CN202110371927A CN113218445A CN 113218445 A CN113218445 A CN 113218445A CN 202110371927 A CN202110371927 A CN 202110371927A CN 113218445 A CN113218445 A CN 113218445A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Abstract
The invention discloses a method for monitoring a foundation pit of constructional engineering, which comprises a monitoring device, wherein a soil and water pressure monitoring module and a data reading module are arranged in the monitoring device, the soil and water pressure monitoring module and the data reading module are connected through a network, the soil and water pressure monitoring module is used for detecting the soil and water pressure in the foundation pit, the data reading module is used for reading and collecting the monitored data, the monitoring device is connected with a computer terminal and a cloud database through a communication network port, the computer terminal is used for storing the data counted by the data reading module and the generated report, the cloud database is used for storing the data and is convenient to fetch, the method can monitor the specific data in the foundation pit, has high precision and is convenient to fetch at any time after the monitoring is completed, so that the actual working effect can be ensured, the monitoring work efficiency is improved.
Description
Technical Field
The invention relates to the technical field of building foundation pit research, in particular to a method for monitoring a building engineering foundation pit.
Background
The foundation pit is a soil pit excavated at the design position of the foundation according to the elevation of the foundation and the plane size of the foundation. Before excavation, an excavation scheme is determined according to geological and hydrological data and the conditions of buildings nearby the site, and waterproof drainage work is well done. The person who is not excavated can use the method of putting side slope to make the earth slope stable, and the size of the slope is determined according to the relevant construction project. When a deeper foundation pit and a building adjacent to the deeper foundation pit are excavated, a foundation pit wall supporting method, a concrete-sprayed wall protecting method and a large foundation pit are used, and even an underground continuous wall and a columnar column type bored pile are used for interlocking, so that an outer soil layer is prevented from collapsing; for those who have no influence on nearby buildings, the underground water level can be reduced by a well point method, and slope releasing open cut is adopted; in cold regions, natural cold freezing method can be adopted for excavation and the like. The urban bridge engineering foundation pit is mainly used for bearing platforms, bridge abutments and enlarged foundation construction and generally comprises two types of non-support and support. The method is characterized in that: 1. the foundation is not deeply embedded, the construction period is short, and the safety of adjacent buildings is not influenced when the foundation pit is dug; 2. the underground water level is lower than the base, or the infiltration amount is small, and the stability of the pit wall is not influenced. The pit wall of the non-support foundation pit is divided into a vertical pit wall, a slope, a step-shaped pit wall and a variable-gradient pit wall. Has the characteristics of supporting a foundation pit: 1. the soil quality of the foundation pit wall is unstable and is influenced by underground water; 2. the excavation work amount of the hillside earthwork is too large and is not economical; 3. is easily limited by a construction site or an adjacent building, and cannot adopt slope-releasing excavation.
At present, manual field measurement is mostly adopted for monitoring in the foundation pit construction process, on a complex construction site, people, vehicles and equipment can affect sensitive sensors to cause data mutation, a large amount of invalid data can be generated during high-frequency monitoring, the readability and the effectiveness of the data are reduced, the purpose of real-time monitoring cannot be achieved, and the state of the foundation pit of the building engineering cannot be accurately and timely reflected.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide a method for monitoring a foundation pit of a building engineering, which can monitor specific data in the foundation pit, has high precision and is convenient to call at any time after the monitoring is finished, thereby ensuring the actual working effect and improving the monitoring working efficiency.
In order to solve the problems, the invention adopts the following technical scheme:
the utility model provides a building engineering foundation pit monitoring method, includes monitoring devices, monitoring devices's internally mounted has soil and water pressure monitoring module and data reading module, through network connection between soil and water pressure monitoring module and the data reading module, soil and water pressure monitoring module is used for detecting the soil and water pressure in the foundation pit, the data reading module is used for reading and collecting the data of accomplishing the monitoring, monitoring devices is connected with computer terminal and cloud end database through the communication net mouth, computer terminal is used for accomplishing the data of statistics and the report of generating and saving data reading module, the cloud end database is used for the stored data, and is convenient for call and get.
As a preferable scheme of the invention, the water and soil pressure monitoring module and the data reading module are externally connected with a working power supply through a power interface.
As a preferred scheme of the invention, a sensor, an inclinometer, a settling tube and a monitoring component are arranged in the water and soil pressure monitoring module, the sensor is used for measuring and calculating various data, the inclinometer is used for measuring and calculating the inclination of the foundation pit, the settling tube is used for detecting the settling amount and the variation trend of the foundation pit, and the monitoring component selects a camera for shooting and recording the monitoring process and the monitoring result.
As a preferred scheme of the present invention, a data acquisition controller, a physical data parameter, a data comparison module and a central processing unit are disposed inside the data reading module, the data acquisition controller is configured to acquire monitored data, the physical data parameter is configured to store a pre-input numerical value, the data comparison module is configured to compare data collected by the data acquisition controller with a pre-input numerical value in the physical data parameter, and the central processing unit is configured to store data that has been compared and generate a corresponding report.
As a preferred scheme of the present invention, an interface unit, a processing unit and a storage unit are arranged inside the data acquisition controller, the interface unit is used for connecting the soil and water pressure monitoring module, the processing unit is used for classifying the acquired data, and the storage unit is used for storing the acquired data.
As a preferred scheme of the invention, a horizontal displacement monitoring module, a vertical displacement monitoring module, an inclination monitoring module, a crack monitoring module, a supporting structure monitoring module, a soil pressure monitoring module, a pore pressure monitoring module, a ground water level monitoring module and an anchor rod detecting module are arranged inside the physical data parameters, the horizontal displacement monitoring module is used for comparing the horizontal displacement condition inside the foundation pit, the vertical displacement monitoring module is used for comparing the vertical displacement condition inside the foundation pit, the inclination monitoring module is used for comparing the inclination condition inside the foundation pit, the crack monitoring module is used for comparing the crack condition inside the foundation pit, the supporting structure monitoring module is used for comparing the supporting force of the foundation pit, the soil pressure monitoring module is used for comparing the soil pressure condition inside the foundation pit, the pore pressure monitoring module is used for comparing the pressure change and condition of the pore inside the foundation pit, the underground water level monitoring module is used for comparing the underground water level inside the foundation pit with a pre-input value, and the anchor rod detection module is used for comparing the service condition of the anchor rod inside the foundation pit.
The method for monitoring the foundation pit of the building engineering comprises the following steps:
s1, arranging the actual exploration result, and inputting the actual exploration result into the monitoring device after the actual exploration result is finished;
s2, starting a sensor, an inclinometer, a settling tube and a monitoring assembly inside the water and soil pressure monitoring module, detecting on site, monitoring various data in the foundation pit by setting the sensor, measuring and calculating the inclination of the foundation pit by setting the inclinometer, detecting the settling amount and the variation trend of the foundation pit by setting the settling tube, and recording the monitoring process and result by setting the monitoring assembly, so that the monitoring assembly can be conveniently taken at any time;
s3, starting a data reading module, processing the acquired data through an internal data acquisition controller, a physical data parameter, a data comparison module and a central processing unit, acquiring the monitored data through setting the data acquisition controller, storing a pre-input numerical value through setting the physical data parameter, comparing the data acquired by the data acquisition controller with the pre-input numerical value in the physical data parameter through setting the data comparison module, storing the compared data through setting the central processing unit, generating a corresponding report, and entering the next step after the comparison is finished;
and S4, generating a report, uploading the report to a computer terminal, uploading the data to a cloud database, backing up, storing the data counted by the data reading module and the generated report by setting the computer terminal, storing the data by setting the cloud database, and facilitating retrieval.
As a preferable scheme of the invention, the sensor in the S2 is a digital sensor, the inclinometer is a fixed inclinometer with the specific model of DP-CXY1, and the settling tube is the specific model of DP-CJG-86.
As a preferable scheme of the present invention, the data acquisition controller in S3 selects one of RD242, RD201, RD5101, RD5104, RD5106 and RD 5130.
3. Advantageous effects
Compared with the prior art, the invention has the advantages that:
(1) in the scheme, a sensor, an inclinometer, a settling tube and a monitoring assembly are arranged in the water and soil pressure monitoring module, the sensor is used for measuring and calculating various data, the inclinometer is used for measuring and calculating the inclination of the foundation pit, the settling tube is used for detecting the settling volume and the change trend of the foundation pit, and the monitoring assembly selects a camera and is used for shooting and recording the monitoring process and the monitoring result.
(2) The scheme is characterized in that a horizontal displacement monitoring module, a vertical displacement monitoring module, an inclination monitoring module, a crack monitoring module, a supporting structure monitoring module, a soil pressure monitoring module, a pore pressure monitoring module, an underground water level monitoring module and an anchor rod detection module are arranged inside physical data parameters, the horizontal displacement monitoring module is used for comparing the horizontal displacement condition inside a foundation pit, the vertical displacement monitoring module is used for comparing the vertical displacement condition inside the foundation pit, the inclination monitoring module is used for comparing the inclination condition inside the foundation pit, the crack monitoring module is used for comparing the crack condition inside the foundation pit, the supporting structure monitoring module is used for comparing the supporting force of the foundation pit, the soil pressure monitoring module is used for comparing the soil pressure condition inside the foundation pit, the pore pressure monitoring module is used for comparing the pressure change and condition of pores inside the foundation pit, the underground water level monitoring module is used for comparing the underground water level inside the foundation pit with a pre-input value, stock detection module is used for comparing the in service behavior of the inside stock of foundation ditch, through the precision of this kind of promotion monitoring that sets up can step forward, the practicality is extremely strong.
Drawings
FIG. 1 is a system diagram of a method for monitoring a foundation pit of a construction project according to the present invention;
FIG. 2 is a system block diagram of a data acquisition controller in the method for monitoring a foundation pit of a construction project according to the present invention;
FIG. 3 is a system diagram of physical data parameters in a method of monitoring a foundation pit of a construction project according to the present invention;
fig. 4 is a work flow chart of a method for monitoring a foundation pit of a construction project.
The reference numbers in the figures illustrate:
1. a monitoring device; 2. a water and soil pressure monitoring module; 21. a sensor; 22. an inclinometer; 23. a settling tube; 24. a monitoring component; 3. a data reading module; 31. a data acquisition controller; 311. an interface unit; 312. a processing unit; 313. a storage unit; 32. a physical data parameter; 321. a horizontal displacement monitoring module; 322. a vertical displacement monitoring module; 323. an inclination monitoring module; 324. a crack monitoring module; 325. a support structure monitoring module; 326. a soil pressure monitoring module; 327. a pore pressure monitoring module; 328. an underground water level monitoring module; 329. an anchor rod detection module; 33. a data comparison module; 34. a central processing unit; 4. a computer terminal; 5. and a cloud database.
Detailed Description
The technical solution 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. It is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are to be construed broadly, e.g., "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
referring to fig. 1-4, a method for monitoring a foundation pit of a building engineering includes a monitoring device 1, a soil and water pressure monitoring module 2 and a data reading module 3 are installed inside the monitoring device 1, the soil and water pressure monitoring module 2 and the data reading module 3 are connected through a network, the soil and water pressure monitoring module 2 is used for detecting soil and water pressure in the foundation pit, the data reading module 3 is used for reading and collecting data which are monitored, the monitoring device 1 is connected with a computer terminal 4 and a cloud database 5 through a communication network port, the computer terminal 4 is used for storing data which are counted by the data reading module 3 and generated reports, and the cloud database 5 is used for storing data and is convenient to call.
Specifically, the soil and water pressure monitoring module 2 and the data reading module 3 are externally connected with a working power supply through a power interface.
In this embodiment, can guarantee the working effect of soil and water pressure monitoring module 2 and data reading module 3 through this kind of setting, easy operation, the practicality is strong.
Specifically, a sensor 21, an inclinometer 22, a settling tube 23 and a monitoring component 24 are arranged inside the water and soil pressure monitoring module 2, the sensor 21 is used for measuring and calculating various data, the inclinometer 22 is used for measuring and calculating the inclination of the foundation pit, the settling tube 23 is used for detecting the settling amount and the change trend of the foundation pit, and the monitoring component 24 is a camera used for shooting and recording the monitoring process and the monitoring result.
Specifically, a data acquisition controller 31, a physical data parameter 32, a data comparison module 33 and a central processing unit 34 are arranged inside the data reading module 3, the data acquisition controller 31 is used for acquiring monitored data, the physical data parameter 32 is used for storing a pre-input numerical value, the data comparison module 33 is used for comparing the data acquired by the data acquisition controller 31 with the pre-input numerical value in the physical data parameter 32, and the central processing unit 34 is used for storing the compared data and generating a corresponding report.
Specifically, an interface unit 311, a processing unit 312 and a storage unit 313 are arranged inside the data acquisition controller 31, the interface unit 311 is used for connecting the soil and water pressure monitoring module 2, the processing unit 312 is used for classifying the acquired data, and the storage unit 313 is used for storing the acquired data.
Specifically, a horizontal displacement monitoring module 321, a vertical displacement monitoring module 322, an inclination monitoring module 323, a crack monitoring module 324, a supporting structure monitoring module 325, a soil pressure monitoring module 326, a pore pressure monitoring module 327, an underground water level monitoring module 328 and an anchor rod detecting module 329 are arranged inside the physical data parameter 32, the horizontal displacement monitoring module 321 is used for comparing the horizontal displacement condition inside the foundation pit, the vertical displacement monitoring module 322 is used for comparing the vertical displacement condition inside the foundation pit, the inclination monitoring module 323 is used for comparing the inclination condition inside the foundation pit, the crack monitoring module 324 is used for comparing the crack condition inside the foundation pit, the supporting structure monitoring module 325 is used for comparing the supporting force of the foundation pit, the soil pressure monitoring module 326 is used for comparing the soil pressure condition inside the foundation pit, and the pore pressure monitoring module 327 is used for comparing the pressure change and condition of the pore inside the foundation pit, groundwater level monitoring module 328 is used for comparing the groundwater level inside the foundation ditch with input value in advance, and stock detection module 329 is used for comparing the in service behavior of the inside stock of foundation ditch, through the precision of this kind of promotion monitoring that sets up can be further, the practicality is extremely strong.
A method for monitoring a foundation pit of constructional engineering comprises the following steps:
s1, arranging the actual exploration result, and inputting the actual exploration result into the monitoring device 1 after the actual exploration result is finished;
s2, starting the sensor 21, the inclinometer 22, the settling tube 23 and the monitoring component 24 in the water and soil pressure monitoring module 2, detecting on site, monitoring various data in the foundation pit by setting the sensor 21, measuring and calculating the inclination of the foundation pit by setting the inclinometer 22, detecting the settling amount and the variation trend of the foundation pit by setting the settling tube 23, and recording the monitoring process and result by setting the monitoring component 24, thereby facilitating the adjustment at any time;
s3, the data reading module 3 is turned on, the data acquired through the internal data acquisition controller 31, the physical data parameters 32, the data comparison module 33 and the central processing unit 34 are processed, the monitored data can be acquired through setting the data acquisition controller 31, the pre-input values can be stored through setting the physical data parameters 32, the data acquired through the data acquisition controller 31 and the pre-input values in the physical data parameters 32 can be compared through setting the data comparison module 33, the compared data can be stored through setting the central processing unit 34, and a corresponding report is generated, and the next step is performed after the comparison is completed;
and S4, uploading the report to the computer terminal 4 after generating the report, uploading the data to the cloud database 5, backing up, storing the data counted by the data reading module 3 and the generated report by setting the computer terminal 4, storing the data by setting the cloud database 5, and facilitating retrieval.
Specifically, the sensor 21 in the S2 selects a digital sensor, the inclinometer 22 selects a fixed inclinometer, the specific model is DP-CXY1, the specific model of the settling tube 23 is DP-CJG-86, various data in the foundation pit can be monitored by arranging the sensor 21, the inclination of the foundation pit can be measured by arranging the inclinometer 22, and the settling amount and the variation trend of the foundation pit can be detected by arranging the settling tube 23.
Specifically, in S3, the data acquisition controller 31 selects one of RD242, RD201, RD5101, RD5104, RD5106, and RD5130, and the data acquisition controller 31 is configured to acquire the monitored data, so that the operation is simple, and the popularization and the utilization are convenient.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to cover the technical scope of the present invention, the technical solutions and the modifications thereof according to the present invention within the technical scope of the present invention.
Claims (9)
1. A method for monitoring a foundation pit of constructional engineering comprises a monitoring device (1) and is characterized in that: the utility model discloses a monitoring device, including monitoring device (1), soil and water pressure monitoring module (2) and data reading module (3), through internet access between soil and water pressure monitoring module (2) and the data reading module (3), soil and water pressure monitoring module (2) are used for detecting the soil and water pressure in the foundation ditch, data reading module (3) are used for reading and collecting the data of accomplishing the monitoring, monitoring device (1) is connected with computer terminal (4) and high in the clouds database (5) through the communication net gape, computer terminal (4) are used for accomplishing the data of statistics and the report of generation to data reading module (3) and save, high in the clouds database (5) are used for the stored data, and are convenient for fetch.
2. The method for monitoring the foundation pit of the building engineering according to the claim 1, wherein: the water and soil pressure monitoring module (2) and the data reading module (3) are externally connected with a working power supply through power interfaces.
3. The method for monitoring the foundation pit of the building engineering according to the claim 1, wherein: the soil and water pressure monitoring system is characterized in that a sensor (21), an inclinometer (22), a settling tube (23) and a monitoring assembly (24) are arranged inside the soil and water pressure monitoring module (2), the sensor (21) is used for measuring and calculating various data, the inclinometer (22) is used for measuring and calculating the inclination of a foundation pit, the settling tube (23) is used for detecting the settling amount and the variation trend of the foundation pit, and the monitoring assembly (24) selects a camera for shooting and recording the monitoring process and the monitoring result.
4. The method for monitoring the foundation pit of the building engineering according to the claim 1, wherein: the utility model discloses a data reading module, including data reading module (3), data comparison module (33), central processing unit (34), data reading controller (31), physical data parameter (32), data comparison module (33) and central processing unit (34), data reading controller (31) are used for gathering the data of monitoring, physical data parameter (32) are used for saving the numerical value of input in advance, data comparison module (33) are used for comparing the data that data reading controller (31) collected and the numerical value of input in advance in physical data parameter (32) and compare, central processing unit (34) are used for saving the data of accomplishing the comparison, and generate corresponding report.
5. The method for monitoring the foundation pit of the building engineering according to claim 4, wherein the method comprises the following steps: the data acquisition controller (31) is internally provided with an interface unit (311), a processing unit (312) and a storage unit (313), the interface unit (311) is used for being connected with the water and soil pressure monitoring module (2), the processing unit (312) is used for classifying the acquired data, and the storage unit (313) is used for storing the acquired data.
6. The method for monitoring the foundation pit of the building engineering according to claim 4, wherein the method comprises the following steps: the physical data parameter (32) is internally provided with a horizontal displacement monitoring module (321), a vertical displacement monitoring module (322), an inclination monitoring module (323), a crack monitoring module (324), a supporting structure monitoring module (325), a soil pressure monitoring module (326), a pore pressure monitoring module (327), an underground water level monitoring module (328) and an anchor rod detecting module (329), wherein the horizontal displacement monitoring module (321) is used for comparing the horizontal displacement condition inside the foundation pit, the vertical displacement monitoring module (322) is used for comparing the vertical displacement condition inside the foundation pit, the inclination monitoring module (323) is used for comparing the inclination condition inside the foundation pit, the crack monitoring module (324) is used for comparing the crack condition inside the foundation pit, the supporting structure monitoring module (325) is used for comparing the supporting force of the foundation pit, and the soil pressure monitoring module (326) is used for comparing the soil pressure condition inside the foundation pit, the pore pressure monitoring module (327) is used for comparing the pressure change and the condition of the inner pores of the foundation pit, the underground water level monitoring module (328) is used for comparing the underground water level inside the foundation pit with a pre-input value, and the anchor rod detection module (329) is used for comparing the service condition of the anchor rod inside the foundation pit.
7. A method of construction engineering pit monitoring according to any of claims 1-6, characterized by the following steps:
s1, inputting the exploration result into the monitoring device (1);
s2, starting a sensor (21), an inclinometer (22), a settling tube (23) and a monitoring assembly (24) in the water and soil pressure monitoring module (2), detecting on the spot, monitoring various data in the foundation pit through the sensor (21), measuring and calculating the inclination of the foundation pit through the inclinometer (22), detecting the settling amount and the variation trend of the foundation pit through the settling tube (23), and recording the monitoring process and the monitoring result through the monitoring assembly (24);
s3, starting a data reading module (3), collecting monitored data through an internal data collection controller (31), physical data parameters (32), a data comparison module (33) and a central processing unit (34), storing a pre-input numerical value through the physical data parameters (32), comparing the data collected by the data collection controller (31) with the pre-input numerical value in the physical data parameters (32) through the data comparison module (33), storing the compared data through the central processing unit (34), and generating a corresponding report;
and S4, generating a report, uploading the report to the computer terminal (4) and simultaneously uploading the report to the cloud database (5), backing up, storing the data counted by the data reading module (3) and the generated report through the computer terminal (4), and storing the data through the cloud database (5).
8. The method for monitoring the foundation pit of the building engineering according to claim 7, wherein: in S2, the sensor (21) is a digital sensor, the inclinometer (22) is a fixed inclinometer with the model of DP-CXY1, and the settling tube (23) is the model of DP-CJG-86.
9. The method for monitoring the foundation pit of the building engineering according to claim 7, wherein: in S3, the data acquisition controller (31) selects one of RD242, RD201, RD5101, RD5104, RD5106 and RD 5130.
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| CN202110371927.6A CN113218445A (en) | 2021-04-07 | 2021-04-07 | Method for monitoring foundation pit of constructional engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115341588A (en) * | 2022-07-18 | 2022-11-15 | 江苏势起工程项目管理有限公司 | Be used for high-rise building foundation ditch engineering detection device |
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| CN109183859A (en) * | 2018-08-22 | 2019-01-11 | 河南蓝特电子科技有限公司 | A kind of foundation pit real-time monitoring system |
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| CN108842746A (en) * | 2018-06-29 | 2018-11-20 | 重庆水利电力职业技术学院 | A kind of method of architectural engineering pit monitoring |
| CN109183859A (en) * | 2018-08-22 | 2019-01-11 | 河南蓝特电子科技有限公司 | A kind of foundation pit real-time monitoring system |
| CN110310021A (en) * | 2019-06-18 | 2019-10-08 | 武汉建工集团股份有限公司 | A kind of space enrironment for pit retaining monitoring early warning and monitoring point matching systems |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115341588A (en) * | 2022-07-18 | 2022-11-15 | 江苏势起工程项目管理有限公司 | Be used for high-rise building foundation ditch engineering detection device |
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Application publication date: 20210806 |