CN110847145A - Building engineering foundation settlement monitoring system - Google Patents
Building engineering foundation settlement monitoring system Download PDFInfo
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- CN110847145A CN110847145A CN201911207782.5A CN201911207782A CN110847145A CN 110847145 A CN110847145 A CN 110847145A CN 201911207782 A CN201911207782 A CN 201911207782A CN 110847145 A CN110847145 A CN 110847145A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 34
- 230000006698 induction Effects 0.000 claims abstract description 107
- 239000000523 sample Substances 0.000 claims abstract description 75
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000004062 sedimentation Methods 0.000 claims description 52
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 25
- 239000004800 polyvinyl chloride Substances 0.000 claims description 25
- 238000007405 data analysis Methods 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000002689 soil Substances 0.000 description 15
- 238000010276 construction Methods 0.000 description 8
- 230000008569 process Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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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
- E02D1/08—Investigation of foundation soil in situ after finishing the foundation structure
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- Mining & Mineral Resources (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Paleontology (AREA)
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
A settlement monitoring system for foundation of building engineering features that the settlement of foundation is detected by layered settlement magnetic ring method, the settling tubes, magnetic induction time probe and settling magnetic ring are arranged at relative depth according to geological conditions to make the settling magnetic ring and stratum settle synchronously, and the magnetic induction time probe is used to determine the settling value and time information of foundation to prevent greater non-uniform settlement.
Description
Technical Field
The invention relates to the field of monitoring of foundation engineering, in particular to a foundation settlement monitoring system.
Prior Art
With the development of basic construction in China, projects such as high-rise buildings, expressways, bridges and the like are increasingly built in soft soil areas. If the soft soil characteristics are not well known, the foundation treatment method is improper, the technical control is not strict, the foundation is damaged due to unstable sliding in the engineering construction, and large settlement and differential settlement are generated in the later period, so that the deformation of the upper structure is too large, and the cracking, the inclination and even the collapse of the upper structure are caused.
The main causes of the uneven settlement of the foundation include unevenness of foundation soil, difference in safety reserve of foundation area, improper foundation treatment method, improper design of building structure, and problems in construction, and any of them may cause the uneven settlement of the foundation.
The on-site geotechnical monitoring has important significance for guiding construction and ensuring engineering quality. During engineering construction, the foundation settlement generally needs to be monitored and monitored to prevent larger uneven settlement, and corresponding technical measures are taken in time to reduce the harm of uneven settlement when uneven settlement occurs.
The layered settlement magnetic ring method is a basic settlement monitoring method, and is characterized by that according to the geological condition a settlement pipe and a settlement magnetic ring are positioned at correspondent depth position, so that the settlement magnetic ring and stratum can be settled synchronously, and the magnetic induction probe can be used for lifting and lowering in the settlement pipe to measure the position of every settlement magnetic ring, and according to every settlement magnetic ring the settlement quantity of every stratum can be respectively calculated. The layered landing monitoring system in the prior art generally adopts the above-mentioned manner, for example, the invention patents of CN201410582893.5, CN201510028193.6, CN201610835672.3, cn201610314335.x, etc. However, the spatial information of the settlement magnetic ring, i.e. the specific position of the settlement magnetic ring during monitoring, can only be obtained by the method, and the prior art cannot provide a solution for the time information of the formation settlement, e.g. the time when the specific formation settlement is 5cm is required to be known exactly.
In order to solve the problems, the prior application provides an improved foundation settlement monitoring system, and the magnetic induction time probe is additionally arranged, so that the spatial information and the time information of the foundation settlement can be monitored. However, the technical scheme has the following defects: on one hand, the foundation settlement process is slow, the magnetic induction time probe continuously induces the magnetic ring signals when the settlement magnetic ring is settled nearby, and the central position of the magnetic ring is determined until the induction signals are maximum, so that the loads of a data acquisition system and a data analysis system are increased; on the other hand, the PVC pipe is used as the sedimentation pipe, the rigidity is small, the contact area with the soil body is large, bending deformation can be generated in the sedimentation process, and the monitoring result is influenced.
Disclosure of Invention
The invention provides a settlement monitoring system for a foundation of a building engineering, which can solve the problems in the prior art.
As an aspect of the present invention, there is provided a ground-based settlement monitoring system, comprising: the first sedimentation pipe is arranged in a foundation drilling hole of the first monitoring point; the sedimentation magnetic ring is sleeved outside the first sedimentation pipe; the magnetic induction probe is connected with the data acquisition system through a lifting cable, and can vertically move up and down in the first sedimentation pipe through moving up and down the lifting cable so as to determine the spatial information of foundation sedimentation; the second sedimentation pipe is arranged in the foundation drill hole of the second monitoring point; the sedimentation magnetic ring is sleeved outside the second sedimentation pipe; the magnetic induction time probe is fixed at a specific position of the inner wall of the second sedimentation pipe and is used for determining time information of foundation sedimentation; the second settling tube consists of a plurality of steel tubes and a PVC (polyvinyl chloride) combining section, wherein the upper end part and the lower end part of each steel tube are provided with external threads, and the inner surface of the PVC combining section is provided with internal threads corresponding to the steel tubes; and setting the position of the PVC combining section according to the position of the magnetic induction time probe, so that the magnetic induction time probe is fixed on the inner side of the PVC combining section.
Preferably, the first settling tube is a PVC tube.
Preferably, the number of the first monitoring points is one or more.
Preferably, the number of the second monitoring points is one or more.
Preferably, the data acquisition system is also provided with a data analysis system, and the magnetic induction time probe is connected with the data acquisition system through a signal cable; and the data analysis system determines the time information of foundation settlement according to the induction signals of the magnetic induction time probe acquired by the data acquisition system.
Preferably, the height of the PVC combining section is 3-5 times of the height of the sedimentation magnetic ring.
Preferably, the magnetic induction time probe is fixed at the position of the middle point of the inner height of the PVC combining section.
Preferably, the time information is the time required for the sedimentation magnetic ring to settle to a specific position.
Preferably, the data analysis system determines the spatial information of the foundation settlement through the induction information acquired by vertically moving the magnetic induction probe up and down in the first settlement pipe and the scales of the lifting cable.
Preferably, the magnetic induction time probe is an eddy current induction type sensor.
Preferably, the sedimentation magnetic ring comprises an annular permanent magnet.
Preferably, fins are arranged on the periphery of the settlement magnetic ring, so that the settlement magnetic ring can be settled together with the surrounding soil layer.
Preferably, a plurality of settlement magnetic rings are arranged outside the second settlement pipe according to the foundation settlement monitoring requirement, the settlement magnetic rings comprise a settlement magnetic ring with a first magnetic field strength and a settlement magnetic ring with a second magnetic field strength, the settlement magnetic ring with the first magnetic field strength and the settlement magnetic ring with the second magnetic field strength are arranged at intervals, the first magnetic field strength and the second magnetic field strength are different in size, so that a first induction signal of the settlement magnetic ring with the first magnetic field strength is sensed by the magnetic induction time probe and a second induction signal of the settlement magnetic ring with the first magnetic field strength are sensed by the magnetic induction time probe, and the data analysis system determines the time information of the foundation settlement according to the induction signals of the magnetic induction time probe.
Preferably, the data analysis system takes the magnetic induction time probe as a starting point, numbers the plurality of sedimentation magnetic rings, numbers the sedimentation magnetic rings above the magnetic induction probe by positive integers in sequence, and numbers the sedimentation magnetic rings below the magnetic induction probe by negative integers in sequence; when monitoring is carried out, the data analysis system sequentially records the induction signal intensity and the induction signal time of the magnetic induction time probe, and determines the time information of foundation settlement according to the signal induction intensity and the signal induction time.
Preferably, the data analysis system determines the time information of the foundation settlement by the following steps: (1) determining the corresponding induction signal intensity according to the corresponding numbers of the upper sedimentation magnetic ring and the lower sedimentation magnetic ring of the magnetic induction time probe; (2) when the magnetic induction time probe monitors signals, comparing the monitored induction signal intensity of the magnetic induction time probe with the first induction signal intensity and the second induction signal intensity, determining whether a sedimentation magnetic ring above the magnetic induction time probe is settled to the magnetic induction time probe or a sedimentation magnetic ring below the magnetic induction time probe is raised to the magnetic induction time probe, and recording the number and the induction time of the corresponding sedimentation magnetic ring; (3) and (4) updating the numbers of the upper sedimentation magnetic ring and the lower sedimentation magnetic ring of the magnetic induction time probe according to the position of the magnetic induction time probe relative to the sedimentation magnetic ring, and returning to the step (1).
Drawings
FIG. 1 is a schematic view of a foundation settlement monitoring system of an embodiment of the present invention.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention. Moreover, it is to be understood that the features of the various embodiments described herein are not mutually exclusive and can exist in a wide variety of combinations and permutations.
The foundation settlement monitoring system of the embodiment of the invention is used for on-site geotechnical monitoring in engineering construction, and comprises a first settlement pipe 10, a first settlement magnetic ring 20, a magnetic induction probe 30, a lifting cable 40, a data acquisition system 50, a data analysis system 60, a second settlement pipe 70, a second settlement magnetic ring 80, a magnetic induction time probe 90 and a signal cable 100, wherein the first settlement magnetic ring 20, the magnetic induction probe 30, the lifting cable 40, the data acquisition system 80, the data analysis system 90 and the signal cable 100 are arranged in sequence.
The first sedimentation pipe 10 is used for monitoring the space information of foundation sedimentation and is arranged in a foundation drilling hole of a first monitoring point. One or more first monitoring points can be arranged according to engineering requirements. The first settling pipe 10 is a PVC pipe, and a plurality of first settling magnetic rings 20 are sleeved on the outer surface thereof. The first settlement magnetic ring 20 may be disposed on different soil layers of the foundation according to the monitoring requirement, or a plurality of first settlement magnetic rings 20 may be disposed on the same soil layer. The first settling magnetic ring 20 may comprise a ring-shaped permanent magnet and fins arranged at the periphery of the ring-shaped permanent magnet, so that the first settling magnetic ring 20 can move together with the surrounding soil layer. The fins that provide the outer periphery of the annular permanent magnet may be multiple pieces, e.g., 3 or 4 pieces.
And the magnetic induction probe 30 is connected with the data acquisition system 50 through the lifting cable 40, and the magnetic induction probe 30 can vertically move up and down in the first settling tube 10 through moving up and down the lifting cable 40. Scales can be arranged on the lifting cable 40, a tester places the magnetic induction probe 30 into the settling pipe during measurement, so that the magnetic induction probe 6 moves downwards along the pipe body of the settling pipe, and when the magnetic induction probe 6 senses the magnetic field of the first settling magnetic ring 20, the vertical position of each settling magnetic ring 20 is determined according to the scales of the lifting cable 40, so that the spatial information of foundation settlement is determined.
And the second sedimentation pipe 70 is arranged in the foundation drill hole of the second monitoring point and is used for monitoring the time information of foundation sedimentation. One or more second monitoring points can be arranged according to engineering requirements. The second settling tube 70 is composed of a plurality of steel tubes 71 and a PVC joint section 72, wherein the upper end and the lower end of the steel tube 71 are provided with external threads, and the inner surface of the PVC joint section 72 is provided with internal threads corresponding to the steel tube 71. The steel pipe 71 and the PVC coupling section 72 can be combined into the second settling tube 70 by the threaded engagement of the steel pipe 71 and the PVC coupling section 72.
The outer surface of the second settling pipe 70 is sleeved with a plurality of second settling magnetic rings 80 for moving downwards or upwards along with the soil body. The second subsidence magnet ring 80 may include a ring-shaped permanent magnet and fins disposed on the outer periphery of the ring-shaped permanent magnet such that the subsidence magnet ring 80 can move together with the surrounding soil layer. The fins that provide the outer periphery of the annular permanent magnet may be multiple pieces, e.g., 3 or 4 pieces.
And a magnetic induction time probe 90 fixed at a specific position of the inner wall of the second settling tube 70 for determining time information of the foundation settlement. The magnetic induction time probe 90 is used for fixing the time information of the soil layer to be determined according to the requirement at a specific position on the inner wall of the second settling tube 70. For example, if it is required to determine the time for a specific soil layer to settle by 5cm, the magnetic induction time probe 90 may be arranged at a position 5cm below the second settlement magnetic ring 80 of the specific soil layer. Further, the magnetic induction time probe 90 is also capable of determining the time for the subsequent second settlement magnet ring 80 to settle to its position.
The length of the steel pipe 71 of the second settling tube 70 is set according to the position of the magnetic induction time probe 90, so as to determine the position of the PVC joint section 72, and the magnetic induction time probe 90 is fixed at the inner side of the PVC joint section 72 in the second settling tube 70. Preferably, the height of the PVC joint section 72 is 3 to 5 times the height of the second settling magnetic ring 80.
The magnetic induction time probe 90 may be an eddy current induction type sensor, and is connected to the data acquisition system 50 through a signal cable 100, and the data analysis system 60 determines the time for the second settlement magnetic ring 80 to settle to the position of the magnetic induction time probe 90 according to the induction data of the magnetic induction time probe 90 acquired by the data acquisition system 50, so as to determine the time information of the foundation settlement of the soil layer corresponding thereto.
Due to factors such as geological action and construction influence, the foundation can also have the phenomenon that a soil layer is partially raised in engineering construction. At this time, when the magnetic induction time probe 90 senses a signal of the second settlement magnetic ring 80, the time for the second settlement magnetic ring 80 located above the magnetic induction time probe to settle to the magnetic induction time probe 90 is determined, which may cause a detection result to be wrong. Preferably, the plurality of second settling magnetic rings 80 may be configured to include a second settling magnetic ring having a first magnetic field strength and a second settling magnetic ring having a second magnetic field strength, wherein the second settling magnetic ring having the first magnetic field strength and the second settling magnetic ring having the second magnetic field strength are spaced apart from each other, and the first magnetic field strength is different from the second magnetic field strength, so that the magnitude of the first sensing signal induced to the second settling magnetic ring having the first magnetic field strength by the magnetic induction time probe 90 is different from the magnitude of the second sensing signal induced to the second settling magnetic ring having the first magnetic field strength. The data analysis system 60 can determine whether the induced signal is generated by the second settlement magnetic ring with the first magnetic field strength or the second settlement magnetic ring with the second magnetic field strength according to the induced signal of the magnetic induction time probe 90, thereby determining the time information of the foundation settlement.
The data analysis system 60 numbers the plurality of second sedimentation magnetic rings 80 with the magnetic induction time probe 90 as a starting point, the second sedimentation magnetic rings 80 above the magnetic induction time probe 90 are sequentially numbered by positive integers, and the second sedimentation magnetic rings 80 below the magnetic induction time probe 90 are sequentially numbered by negative integers; during monitoring, the data analysis system 60 sequentially records the intensity and time of the induction signal of the magnetic induction time probe 90, and determines the time information of the foundation settlement according to the signal induction intensity and time. Specifically, the data analysis system 60 determines the time information of the foundation settlement by the following steps: (1) determining the corresponding induction signal intensity according to the corresponding numbers of the second settlement magnetic ring 80 above and the second settlement magnetic ring 80 below the magnetic induction time probe 90; (2) when the magnetic induction time probe 90 monitors a signal, comparing the monitored induction signal intensity of the magnetic induction time probe 90 with the first induction signal intensity and the second induction signal intensity, determining whether the second settlement magnetic ring 80 above the induction time probe 90 settles to the magnetic induction time probe 90 or the second settlement magnetic ring 80 below the magnetic induction time probe 90 rises to the magnetic induction time probe 90, and recording the number and the induction time corresponding to the second settlement magnetic ring 80; (3) and (3) updating the numbers of the second settlement magnetic ring 80 above and the second settlement magnetic ring 80 below the magnetic induction time probe 90 according to the position of the magnetic induction time probe 90 relative to the second settlement magnetic ring 80, and returning to the step (1).
Compared with the prior art, the embodiment of the invention has the technical effects that: through the arrangement of the structure of the second sedimentation pipe 70 and the position of the magnetic induction time probe 90, the magnetic induction time probe 90 can monitor magnetic induction information only when the second sedimentation magnetic ring 80 is sedimentated to a PVC combination section through the magnetic shielding effect of the steel pipe in the area of the steel pipe, so that the load of a data acquisition system and a data analysis system is prevented from being increased; meanwhile, the second settling pipe 70 is set to be a combination of a steel pipe and a PVC combining section, so that the influence of deformation of the PVC pipe on the monitoring result in the combining process is reduced.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. The particular features, structures, materials, or characteristics described in this disclosure may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention shall fall within the protection scope of the present invention.
Claims (1)
1. A foundation settlement monitoring system comprising: the second sedimentation pipe is arranged in the foundation drill hole of the second monitoring point; the sedimentation magnetic ring is sleeved outside the second sedimentation pipe; the magnetic induction time probe is fixed at a specific position of the inner wall of the second sedimentation pipe and is used for determining time information of foundation sedimentation; the method is characterized in that: the second settling tube consists of a plurality of steel tubes and a PVC (polyvinyl chloride) combining section, wherein the upper end part and the lower end part of each steel tube are provided with external threads, and the inner surface of the PVC combining section is provided with internal threads corresponding to the steel tubes; setting the position of the PVC combining section according to the position of the magnetic induction time probe, so that the magnetic induction time probe is fixed on the inner side of the PVC combining section; arranging a plurality of sedimentation magnetic rings outside a second sedimentation pipe, wherein the plurality of sedimentation magnetic rings comprise sedimentation magnetic rings with first magnetic field strength and sedimentation magnetic rings with second magnetic field strength, the sedimentation magnetic rings with the first magnetic field strength and the sedimentation magnetic rings with the second magnetic field strength are arranged at intervals, and the first magnetic field strength and the second magnetic field strength are different in magnitude, so that a first induction signal of the magnetic induction time probe when sensing the sedimentation magnetic rings with the first magnetic field strength is different from a second induction signal of the sedimentation magnetic rings with the first magnetic field strength; the data analysis system takes the magnetic induction time probe as a starting point, numbers the plurality of sedimentation magnetic rings, wherein the sedimentation magnetic rings above the magnetic induction probe are sequentially numbered by positive integers, and the sedimentation magnetic rings below the magnetic induction probe are sequentially numbered by negative integers; when monitoring is carried out, the data analysis system sequentially records the induction signal intensity and the induction signal time of the magnetic induction time probe, and determines the time information of foundation settlement according to the signal induction intensity and the signal induction time.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201911207782.5A CN110847145B (en) | 2018-04-01 | 2018-04-01 | Building engineering foundation settlement monitoring system |
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| CN201911207782.5A CN110847145B (en) | 2018-04-01 | 2018-04-01 | Building engineering foundation settlement monitoring system |
| CN201810279496.9A CN108487218B (en) | 2018-04-01 | 2018-04-01 | Building engineering foundation settlement monitoring system |
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| CN110847145B CN110847145B (en) | 2021-11-12 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114139990A (en) * | 2021-12-02 | 2022-03-04 | 北京城乡建设集团有限责任公司 | A construction method of rainwater pipeline trench and its settlement analysis method |
| CN116804546A (en) * | 2023-08-22 | 2023-09-26 | 天津市北洋水运水利勘察设计研究院有限公司 | Magnetic induction type resistor grid layered displacement monitoring method and system |
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| KR100588761B1 (en) * | 2005-03-25 | 2006-06-09 | (주)지 텍크 | Bearing Capacity Measurement Method and Measurement Method for Reinforced Concrete Piles with Large Diameter by Two-way Hydraulic Loading Device Using High Pressure Loading System |
| CN104594396A (en) * | 2015-01-20 | 2015-05-06 | 铁道第三勘察设计院集团有限公司 | Ground foundation settlement monitoring system |
| CN106592564A (en) * | 2016-09-20 | 2017-04-26 | 中国电力科学研究院 | Soil mass layered settlement magnet ring and soil mass layered settlement monitoring device |
| CN107478196A (en) * | 2017-09-04 | 2017-12-15 | 中国计量大学 | Geotechnical stratified settlement measurement method and measuring system |
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2018
- 2018-04-01 CN CN201810279496.9A patent/CN108487218B/en active Active
- 2018-04-01 CN CN201911207782.5A patent/CN110847145B/en active Active
Patent Citations (4)
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| KR100588761B1 (en) * | 2005-03-25 | 2006-06-09 | (주)지 텍크 | Bearing Capacity Measurement Method and Measurement Method for Reinforced Concrete Piles with Large Diameter by Two-way Hydraulic Loading Device Using High Pressure Loading System |
| CN104594396A (en) * | 2015-01-20 | 2015-05-06 | 铁道第三勘察设计院集团有限公司 | Ground foundation settlement monitoring system |
| CN106592564A (en) * | 2016-09-20 | 2017-04-26 | 中国电力科学研究院 | Soil mass layered settlement magnet ring and soil mass layered settlement monitoring device |
| CN107478196A (en) * | 2017-09-04 | 2017-12-15 | 中国计量大学 | Geotechnical stratified settlement measurement method and measuring system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114139990A (en) * | 2021-12-02 | 2022-03-04 | 北京城乡建设集团有限责任公司 | A construction method of rainwater pipeline trench and its settlement analysis method |
| CN116804546A (en) * | 2023-08-22 | 2023-09-26 | 天津市北洋水运水利勘察设计研究院有限公司 | Magnetic induction type resistor grid layered displacement monitoring method and system |
| CN116804546B (en) * | 2023-08-22 | 2023-11-10 | 天津市北洋水运水利勘察设计研究院有限公司 | Magnetic induction type resistor grid layered displacement monitoring method and system |
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| CN108487218A (en) | 2018-09-04 |
| CN110847145B (en) | 2021-11-12 |
| CN108487218B (en) | 2020-07-28 |
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