CN108842746A - A kind of method of architectural engineering pit monitoring - Google Patents
A kind of method of architectural engineering pit monitoring Download PDFInfo
- Publication number
- CN108842746A CN108842746A CN201810694915.5A CN201810694915A CN108842746A CN 108842746 A CN108842746 A CN 108842746A CN 201810694915 A CN201810694915 A CN 201810694915A CN 108842746 A CN108842746 A CN 108842746A
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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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The invention discloses a kind of methods of architectural engineering pit monitoring, include the following steps：Reconnaissance trip and collection related data are arranged to and inputted architectural engineering pit monitoring system, compiles pit retaining monitoring scheme according to detection requirement and specification, regulation regulation；To point layout, Water And Earth Pressures monitoring element, sensor, inclinometer pipe and delaminating deposition pipe, the physical parameter of monitoring building enclosure deformation and internal force, strata deformation and ground settlement are buried；Early warning value degree is preset, early warning value includes deformation or interior force and its rate of change；The project data of collection site terminal automatic collection monitoring, and data are uploaded automatically, then, central processing unit is analyzed and processed according to the data of upload, forming curves chart and monitoring report；The chart-information and monitoring report of formation are stored to memory module, history of forming record；Curve chart and monitoring report are printed by print module.This method energy real-time monitoring simultaneously accurately and timely reflects architectural engineering pit state in which.
Description
Technical field
The invention belongs to building foundation pit studying technological domains, and in particular to a kind of method of architectural engineering pit monitoring.
Background technique
With the fast development of China's economic society, residential housing has also obtained the present high level of unprecedented development and has lived
Residence has become the theme of building residential project development, and pit retaining monitoring work is also more and more common.Pit retaining monitoring mainly includes：Branch
Protection structure, related natural environment, construction operating condition, underground aqueous condition, bottom of foundation ditch and surrounding soil, surrounding are built（Structure）Build object, week
Exclosure underground pipelines and underground installation, around important road, other objects that should be monitored.
Currently, in the prior art, there are many monitoring technology and process of signal transmission modes, but can't reach real-time prison
The purpose of survey cannot accurately and timely reflect architectural engineering pit state in which.
Summary of the invention
The present invention provides a kind of method of architectural engineering pit monitoring accurately and timely.
Its technical solution is：
A kind of method of architectural engineering pit monitoring, includes the following steps：
Reconnaissance trip and collection related data are arranged and input architectural engineering pit monitoring system by step 1, according to monitoring
It is required that and specification, regulation regulation compile pit retaining monitoring scheme；
Step 2, to point layout, embedded Water And Earth Pressures monitoring element, sensor, inclinometer pipe and delaminating deposition pipe, monitoring are gone along with sb. to guard him
The physical parameter of malformation and internal force, strata deformation and ground settlement；
Step 3 presets early warning value degree according to engineering concrete condition, and early warning value includes deformation or interior force and its variation speed
Rate；
The project data that step 4, collection site terminal automatic collection monitor, and it is automatic by wireless transmission or network transmission mode
Data are uploaded, then, central processing unit is analyzed and processed according to the data of upload, forming curves chart and monitoring report；
To memory module, history of forming record is conveniently checked and is analyzed for step 5, the chart-information formed and monitoring report storage；
Step 6 prints curve chart and monitoring report by print module.
Further, in step 2, the monitoring physical parameter includes horizontal displacement monitoring, vertical displacement monitoring, deep horizontal
Displacement monitoring, inclination monitoring, Crack Monitoring, Internal force of support structure monitoring, Monitoring on Earth Pressure, monitoring pore water pressure, underground water
Position monitoring, axis force of anchor monitoring.
Further, the horizontal displacement monitoring carries out automating round-the-clock real-time monitoring using Light deformation instrumentation radar；
The method that vertical displacement monitoring uses geometrical standard or liquid multi-point leveling；
Deeply mixing cement-soil pile monitoring using in wall or the soil body pre-buried inclinometer pipe, each depth horizontal position observed by inclinometer
The method of shifting.
Further, in step 2,3 datum marks is buried and form horizontal displacement monitoring reference net.
Further, in step 2,3 datum marks is buried and form level-control net.
Beneficial effects of the present invention：
The method monitored using architectural engineering pit of the invention, can be realized automatic collection, the real-time Transmission of monitoring data, lead to
Data analysis is crossed, all kinds of change curves and figure is formed, visualizes Monitoring Result.In this method use process, the reaction time
It can be controlled within the scope of 1s, sample frequency is fully able to accomplish real-time monitoring up to 100Hz, provides informationization for engineering construction
It supports.
Detailed description of the invention
Fig. 1 is the method flow diagram of architectural engineering pit monitoring.
Specific embodiment
Present invention will be explained in further detail with specific embodiment with reference to the accompanying drawing.
Referring to Fig.1, a kind of method of architectural engineering pit monitoring, includes the following steps：
Reconnaissance trip and collection related data are arranged and input architectural engineering pit monitoring system by step 1, according to monitoring
It is required that and specification, regulation regulation compile pit retaining monitoring scheme；
Step 2, to point layout, embedded Water And Earth Pressures monitoring element, sensor, inclinometer pipe and delaminating deposition pipe, monitoring are gone along with sb. to guard him
The physical parameter of malformation and internal force, strata deformation and ground settlement；
Step 3 presets early warning value degree according to engineering concrete condition, and early warning value includes deformation or interior force and its variation speed
Rate；
The project data that step 4, collection site terminal automatic collection monitor, and it is automatic by wireless transmission or network transmission mode
Data are uploaded, then, central processing unit is analyzed and processed according to the data of upload, forming curves chart and monitoring report；
To memory module, history of forming record is conveniently checked and is analyzed for step 5, the chart-information formed and monitoring report storage；
Step 6 prints curve chart and monitoring report by print module.
In step 2, the monitoring physical parameter includes horizontal displacement monitoring, vertical displacement monitoring, deeply mixing cement-soil pile prison
Survey, inclination monitoring, Crack Monitoring, Internal force of support structure monitoring, Monitoring on Earth Pressure, monitoring pore water pressure, water table measure,
Axis force of anchor monitoring.
The horizontal displacement monitoring carries out automating round-the-clock real-time monitoring using Light deformation instrumentation radar；
The method that vertical displacement monitoring uses geometrical standard or liquid multi-point leveling；
Deeply mixing cement-soil pile monitoring using in wall or the soil body pre-buried inclinometer pipe, each depth horizontal position observed by inclinometer
The method of shifting.
In step 2, buries 3 datum marks and form horizontal displacement monitoring reference net.
In step 2, buries 3 datum marks and form level-control net.
The method monitored using architectural engineering pit of the invention can be realized the automatic collection of monitoring data, pass in real time
It is defeated, it is analyzed by data, forms all kinds of change curves and figure, visualize Monitoring Result.It is demonstrated experimentally that this method used
Cheng Zhong, reaction time can be controlled within the scope of 1s, and sample frequency is fully able to accomplish real-time monitoring, build for engineering up to 100Hz
If providing information-based support.
The foregoing is only a preferred embodiment of the present invention, the scope of protection of the present invention is not limited to this, it is any ripe
Know those skilled in the art within the technical scope of the present disclosure, the letter for the technical solution that can be become apparent to
Altered or equivalence replacement are fallen within the protection scope of the present invention.
Claims (5)
1. a kind of method of architectural engineering pit monitoring, which is characterized in that include the following steps：
Reconnaissance trip and collection related data are arranged and input architectural engineering pit monitoring system by step 1, according to monitoring
It is required that and specification, regulation regulation compile pit retaining monitoring scheme；
Step 2, to point layout, embedded Water And Earth Pressures monitoring element, sensor, inclinometer pipe and delaminating deposition pipe, monitoring are gone along with sb. to guard him
The physical parameter of malformation and internal force, strata deformation and ground settlement；
Step 3 presets early warning value degree according to engineering concrete condition, and early warning value includes deformation or interior force and its variation speed
Rate；
The project data that step 4, collection site terminal automatic collection monitor, and it is automatic by wireless transmission or network transmission mode
Data are uploaded, then, central processing unit is analyzed and processed according to the data of upload, forming curves chart and monitoring report；
To memory module, history of forming record is conveniently checked and is analyzed for step 5, the chart-information formed and monitoring report storage；
Step 6 prints curve chart and monitoring report by print module.
2. the method for architectural engineering pit monitoring according to claim 1, which is characterized in that in step 2, the monitoring object
Reason parameter includes horizontal displacement monitoring, vertical displacement monitoring, deeply mixing cement-soil pile monitoring, inclination monitoring, Crack Monitoring, supporting knot
Structure Internal Force Monitoring, Monitoring on Earth Pressure, monitoring pore water pressure, water table measure, axis force of anchor monitoring.
3. the method for architectural engineering pit monitoring according to claim 2, which is characterized in that the horizontal displacement monitoring is adopted
It is carried out automating round-the-clock real-time monitoring with Light deformation instrumentation radar；
The method that vertical displacement monitoring uses geometrical standard or liquid multi-point leveling；
Deeply mixing cement-soil pile monitoring using in wall or the soil body pre-buried inclinometer pipe, each depth horizontal position observed by inclinometer
The method of shifting.
4. the method for architectural engineering pit monitoring according to claim 1, which is characterized in that in step 2, bury 3 bases
Horizontal displacement monitoring reference net is formed on schedule.
5. the method for architectural engineering pit monitoring according to claim 1, which is characterized in that in step 2, bury 3 bases
Level-control net is formed on schedule.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810694915.5A CN108842746A (en) | 2018-06-29 | 2018-06-29 | A kind of method of architectural engineering pit monitoring |
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| CN201810694915.5A CN108842746A (en) | 2018-06-29 | 2018-06-29 | A kind of method of architectural engineering pit monitoring |
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| CN108842746A true CN108842746A (en) | 2018-11-20 |
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| CN201810694915.5A Pending CN108842746A (en) | 2018-06-29 | 2018-06-29 | A kind of method of architectural engineering pit monitoring |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109765341A (en) * | 2019-01-25 | 2019-05-17 | 重庆水利电力职业技术学院 | A kind of structure monitoring system for civil engineering |
| CN110030974A (en) * | 2019-04-11 | 2019-07-19 | 杭州瑞纽宝科技有限公司 | A kind of convenient and fast inclinometer, pit retaining monitoring system and pit retaining monitoring method |
| CN110336983A (en) * | 2019-07-15 | 2019-10-15 | 中国建筑西南勘察设计研究院有限公司 | A kind of Excavation Monitoring system based on virtual reality technology |
| CN110927362A (en) * | 2019-12-09 | 2020-03-27 | 黄河交通学院 | Civil engineering building monitoring system |
| CN111102932A (en) * | 2019-12-13 | 2020-05-05 | 中国二十冶集团有限公司 | Automatic inspection method and system for foundation pit safety |
| CN111101549A (en) * | 2020-01-07 | 2020-05-05 | 北京国泰佳业科技发展有限公司 | Real-time bearing capacity limit monitoring method and system for retaining wall |
| CN111139877A (en) * | 2020-01-07 | 2020-05-12 | 北京国泰佳业科技发展有限公司 | Foundation pit real-time bearing capacity limit monitoring method and system |
| CN111576508A (en) * | 2020-06-02 | 2020-08-25 | 惠安建设监理有限公司 | Foundation pit monitoring system applied to construction supervision and detection method |
| CN112878333A (en) * | 2021-01-04 | 2021-06-01 | 中冶南方武汉建筑设计有限公司 | Intelligent support system and method integrating monitoring and early warning |
| CN113218445A (en) * | 2021-04-07 | 2021-08-06 | 苏现锋 | Method for monitoring foundation pit of constructional engineering |
| CN113700052A (en) * | 2021-08-11 | 2021-11-26 | 河北省建筑工程质量检测中心有限公司 | System for building engineering foundation pit monitoring |
| CN113720382A (en) * | 2021-08-20 | 2021-11-30 | 中铁十四局集团大盾构工程有限公司 | Dynamic inverse analysis calculation and fusion algorithm based intelligent monitoring system |
| CN113931238A (en) * | 2021-10-15 | 2022-01-14 | 中交天津港湾工程研究院有限公司 | Method for monitoring position of potential slip surface of foundation pit slope |
| CN115031889A (en) * | 2022-04-21 | 2022-09-09 | 中国公路工程咨询集团有限公司 | Pore water pressure monitoring method and device, electronic equipment and storage medium |
| CN115075308A (en) * | 2022-07-01 | 2022-09-20 | 新疆鑫长宇信息科技有限公司 | Deep settlement displacement monitoring system and construction method thereof |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109765341A (en) * | 2019-01-25 | 2019-05-17 | 重庆水利电力职业技术学院 | A kind of structure monitoring system for civil engineering |
| CN110030974A (en) * | 2019-04-11 | 2019-07-19 | 杭州瑞纽宝科技有限公司 | A kind of convenient and fast inclinometer, pit retaining monitoring system and pit retaining monitoring method |
| CN110336983A (en) * | 2019-07-15 | 2019-10-15 | 中国建筑西南勘察设计研究院有限公司 | A kind of Excavation Monitoring system based on virtual reality technology |
| CN110927362B (en) * | 2019-12-09 | 2022-03-04 | 黄河交通学院 | Civil engineering building monitoring system |
| CN110927362A (en) * | 2019-12-09 | 2020-03-27 | 黄河交通学院 | Civil engineering building monitoring system |
| CN111102932A (en) * | 2019-12-13 | 2020-05-05 | 中国二十冶集团有限公司 | Automatic inspection method and system for foundation pit safety |
| CN111101549A (en) * | 2020-01-07 | 2020-05-05 | 北京国泰佳业科技发展有限公司 | Real-time bearing capacity limit monitoring method and system for retaining wall |
| CN111139877A (en) * | 2020-01-07 | 2020-05-12 | 北京国泰佳业科技发展有限公司 | Foundation pit real-time bearing capacity limit monitoring method and system |
| CN111576508A (en) * | 2020-06-02 | 2020-08-25 | 惠安建设监理有限公司 | Foundation pit monitoring system applied to construction supervision and detection method |
| CN112878333A (en) * | 2021-01-04 | 2021-06-01 | 中冶南方武汉建筑设计有限公司 | Intelligent support system and method integrating monitoring and early warning |
| CN113218445A (en) * | 2021-04-07 | 2021-08-06 | 苏现锋 | Method for monitoring foundation pit of constructional engineering |
| CN113700052A (en) * | 2021-08-11 | 2021-11-26 | 河北省建筑工程质量检测中心有限公司 | System for building engineering foundation pit monitoring |
| CN113720382A (en) * | 2021-08-20 | 2021-11-30 | 中铁十四局集团大盾构工程有限公司 | Dynamic inverse analysis calculation and fusion algorithm based intelligent monitoring system |
| CN113720382B (en) * | 2021-08-20 | 2024-05-03 | 中铁十四局集团大盾构工程有限公司 | Calculation and fusion algorithm based on dynamic inverse analysis and intelligent monitoring system |
| CN113931238A (en) * | 2021-10-15 | 2022-01-14 | 中交天津港湾工程研究院有限公司 | Method for monitoring position of potential slip surface of foundation pit slope |
| CN115031889A (en) * | 2022-04-21 | 2022-09-09 | 中国公路工程咨询集团有限公司 | Pore water pressure monitoring method and device, electronic equipment and storage medium |
| CN115075308A (en) * | 2022-07-01 | 2022-09-20 | 新疆鑫长宇信息科技有限公司 | Deep settlement displacement monitoring system and construction method thereof |
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