CN115493557B - Building foundation subsides measuring device - Google Patents

Building foundation subsides measuring device Download PDF

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Publication number
CN115493557B
CN115493557B CN202211269518.6A CN202211269518A CN115493557B CN 115493557 B CN115493557 B CN 115493557B CN 202211269518 A CN202211269518 A CN 202211269518A CN 115493557 B CN115493557 B CN 115493557B
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liquid
liquid level
air pressure
hole
value
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CN115493557A (en
Inventor
陈树龙
褚广平
俞高良
倪程程
阮旭文
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Hangzhou Yuhang Architectural Design Institute Co ltd
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Hangzhou Yuhang Architectural Design Institute Co ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • G01C5/04Hydrostatic levelling, i.e. by flexibly interconnected liquid containers at separated points
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
  • Measuring Fluid Pressure (AREA)

Abstract

The invention discloses a building foundation settlement measuring device, which comprises: the device comprises a hydraulic detection mechanism, a power supply mechanism and a data transmission module; the hydraulic pressure detection mechanism, it includes: a raw liquid tank for injecting and storing a medium liquid; one end of the communicating pipe is communicated with the raw liquid tank, the port of the communicating pipe is immersed by the medium liquid, and the other end of the communicating pipe is closed; the liquid separating pipes are multiple and are respectively communicated with the communicating pipe at one end; the membrane type pressure sensor is the same as the liquid distribution pipes in number, is inserted into one port of the liquid distribution pipe far away from the communicating pipe and is closed; the power supply mechanism is used for generating electric energy by wind energy or solar energy and supplying power to the membrane type pressure sensor and the data transmission module. The present application has the effect of reducing the cost of remote long-term settlement monitoring.

Description

Building foundation subsides measuring device
Technical Field
The application relates to the technical field of building construction safety, in particular to a building foundation settlement measuring device.
Background
The foundation, one of the basic structures of a building, has a self-evident effect on the quality of the building. In the construction process of the foundation, settlement observation is needed.
Conventionally, the detection method for foundation settlement mainly relies on the establishment of a point of view (pile/rod), and workers observe the point of view with a level gauge to obtain settlement change parameters.
With the development of internet of things and positioning technology in recent years, at present, a type of sedimentation monitoring technology appears on the market: and a differential reference station and a differential monitoring station are arranged in the area to be monitored, the differential receiver collects position data, and the Beidou system is combined to realize 24-hour settlement monitoring.
With respect to the related art in the above, the inventors consider that: although environmental restrictions can be reduced by the aid of Beidou, sedimentation is monitored for 24 hours, each site and supporting equipment are high in price, and therefore the application provides a new technical scheme.
Disclosure of Invention
In order to reduce the cost of remote long-term settlement monitoring and to relatively reduce environmental restrictions and costs, the present application provides a construction foundation settlement measurement device.
The application provides a building foundation subsides measuring device, adopts following technical scheme:
the device comprises a hydraulic detection mechanism, a power supply mechanism and a data transmission module;
the hydraulic pressure detection mechanism, it includes:
a raw liquid tank for injecting and storing a medium liquid;
one end of the communicating pipe is communicated with the raw liquid tank, the port of the communicating pipe is immersed by the medium liquid, and the other end of the communicating pipe is closed;
the liquid separating pipes are multiple and are respectively communicated with the communicating pipe at one end;
the membrane type pressure sensor is the same as the liquid distribution pipes in number, is inserted into one port of the liquid distribution pipe far away from the communicating pipe and is closed;
the power supply mechanism is used for generating electric energy by wind energy or solar energy and supplying power to the membrane type pressure sensor and the data transmission module.
Optionally, the stock solution tank comprises a tank body and a multipurpose fixing plate fixed outside the tank body, wherein a liquid outlet hole is formed in the bottom of the tank body, and a communicating pipe is fixed in the liquid outlet hole; the upper part of the tank body is of an opening structure and is covered with an adaptive top cover; the multipurpose fixing plate is used for connecting the tank body with a plane or columnar structure.
Optionally, the multipurpose fixing plate is L-shaped, the vertical section of the multipurpose fixing plate is provided with a first hole for a bolt/rivet to pass through, and the transverse section of the multipurpose fixing plate is provided with a second hole for a columnar structure to pass through; the multipurpose fixing plate extends upwards along the hole of the hole II, and the upper part of the extending section horizontally extends inwards to seal the upper part of the hole II.
Optionally, the top cover is provided with an air pressure balance hole, a plunger is inserted into the air pressure balance hole, the plunger is of a hollow structure and is provided with a radially through coordination hole, the top of the plunger is sealed and is formed with a flange extending towards the side face, the outer wall of the plunger is fixed with an elastic limiting ring, and the coordination hole is positioned above the limiting ring; the upper surface of the top cover is lowered from the position close to the plunger to the periphery.
Optionally, an atmospheric pressure sensor is installed on the plunger; the atmospheric pressure sensor is electrically connected to the power supply mechanism.
Optionally, the device further comprises a processing module, wherein the processing module is electrically connected with the power supply mechanism, the film type pressure sensor, the data transmission module and the atmospheric pressure sensor; and, in addition, the method comprises the steps of,
the processing module is configured to:
receiving and acquiring a real-time air pressure detection value fed back by an atmospheric pressure sensor and an end hydraulic value fed back by a membrane type pressure sensor;
comparing the real-time air pressure detection value with a pre-stored standard air pressure value to obtain an air pressure difference value;
and judging whether the air pressure difference exceeds an allowable limit value, and if so, sending the air pressure difference and overrun prompt information through a data transmission module.
Optionally, the processing module is configured to: and searching a pre-stored air pressure difference influence database according to the air pressure difference value to obtain a matched end direction influence quantity, updating an end direction hydraulic value by the end direction influence quantity to obtain a corrected end direction hydraulic value, and sending the corrected end direction hydraulic value through a data transmission module.
Optionally, the tank body is internally provided with a liquid level sensor, and a water inlet pipe communicated with the outside is inserted in a differential mode, an electromagnetic valve is installed on the water inlet pipe, the liquid level sensor is electrically connected with a power supply mechanism and a data transmission module, and the electromagnetic valve is connected with the power supply mechanism and a processing module.
Optionally, the processing module is further configured to:
receiving and acquiring a real-time liquid level detection value fed back by a liquid level sensor;
comparing the real-time liquid level detection with a pre-stored initial liquid level value to obtain a liquid level difference value;
introducing a time parameter to obtain a liquid level change trend;
if the liquid level change trend is rising, sending a real-time liquid level detection value and a pipeline pressure prompt through a data transmission module;
if the liquid level change trend is descending and the liquid level difference reaches the pre-stored water supplementing parameter, the electromagnetic valve is controlled to be opened.
In summary, the present application includes at least one of the following beneficial technical effects: firstly, a user finds a fixed raw liquid tank at a place serving as a reference near a sedimentation detection area, and lays a communicating pipe; punching holes at the sedimentation detection position, putting the holes into a liquid distribution pipe, and backfilling and sealing the holes; then the raw liquid tank 1 is filled with water until a certain amount of water exists in the tank; subsequently, a user checks the end pressure detection value fed back by the membrane pressure sensor returned in the field through a computer and the like, so that the sedimentation change condition of each position can be known; because the hoses, pressure sensors, cans and the like used are cheaper than the differential machines and the like, the cost of remote long-term settlement monitoring is relatively lower; and according to the process, the device is relatively simple to use and is more suitable for a construction site.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a schematic view of the structure of the stock solution tank of the present application;
fig. 3 is a schematic diagram of the circuit relationship of the present application.
Reference numerals illustrate: 1. a stock solution tank; 11. a tank body; 12. a top cover; 13. a multipurpose fixing plate; 14. a plunger; 15. a limiting ring; 2. a communicating pipe; 3. a liquid separating pipe; 4. a membrane pressure sensor; 5. a power supply mechanism; 6. a data transmission module; 7. an atmospheric pressure sensor; 8. a processing module; 91. a liquid level sensor; 92. a solenoid valve.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-3.
The embodiment of the application discloses a building foundation subsides measuring device.
Referring to fig. 1 and 2, the construction foundation settlement measurement apparatus includes: hydraulic pressure detection mechanism, power supply mechanism and data transmission module, wherein, hydraulic pressure detection mechanism includes:
the raw liquid tank 1 comprises a tank body 11, wherein the tank body 11 is columnar, hollow and the upper part of the tank body is opened to form a tank opening; the tank mouth outer wall thread structure is in threaded connection with an adaptive top cover 12;
the communicating pipe 2 is of a pipeline structure, and a plastic rubber hose is selected in consideration of construction application environment so as to be convenient to store; one end of the hose is fixed at the bottom of the tank 11 through a pipe joint and communicated with the bottom; the other end of the hose is closed;
the liquid separating pipe 3 is also a pipeline joint, and a hose can be selected for facilitating a user to put the liquid separating pipe into each drilling monitoring point;
the number of the membrane type pressure sensors 4 is the same as that of the liquid distribution pipes 3, and the probes are inserted into one port of the liquid distribution pipes far away from the communicating pipe 2 and are closed.
Referring to fig. 3, the power supply mechanism 5, for example: the solar battery and the adaptive storage battery are composed; or, the hand crank of the hand crank generator structure can be replaced by fan blades and is arranged at high altitude to generate electricity by utilizing wind energy. In this embodiment, the composition of the solar cell and the adapted storage battery is prioritized.
A data transmission module 6, such as: the DTU module/GSM module and the membrane type pressure sensor 4 are powered by the storage battery; and sending various data on site to a set background (cloud) and a computer periodically according to the setting.
When in use, a user firstly finds a place which is used as a reference and is close to a sedimentation detection area to fix the stock solution tank 1, and lays a communicating pipe 2; punching holes at the sedimentation detection position, putting a liquid separation pipe 3 (the outer part is preferably a PVC pipe), and backfilling and sealing; then the raw liquid tank 1 is filled with water until a certain amount of water exists in the tank; subsequently, a user checks the data returned in the field (at least the end pressure detection value fed back by the film type pressure sensor 4) through a computer and the like, so that the sedimentation change condition of each position can be known; because the hoses, pressure sensors, tanks, etc. used are cheaper than the differential sets, etc., the cost of remote long-term settlement monitoring is relatively lower.
It will be appreciated that the principle described above is a pressure calculation formula, where the pressure at a point in the liquid is related to the distance from the location to the liquid level, i.e. the height difference.
It should be noted that, in order to ensure that the liquid-dividing tube 3 is filled with water, a tapping nozzle needs to be installed at the tail end of the liquid-dividing tube, and the tapping nozzle is covered by a screw cap.
The hydraulic detection mechanism has the design advantages that the hydraulic detection mechanism can be directly paved and irrigated on a construction site, medium liquid and the like do not need to be considered excessively, and the hydraulic detection mechanism is assembled at any time and is more suitable for construction environments of the construction site.
In one embodiment of the present device, the bottom center of the tank 11 is provided with a liquid outlet hole, and a downward pipe joint is installed for connection with the communication pipe 2.
Referring to fig. 2, in order to fix the raw liquid tank 1 to a reference position, a multipurpose fixing plate 13 is welded to the outer wall of the tank 11; the multipurpose fixing plate 13 is L-shaped, and the vertical section thereof is provided with two parallel holes one of which is a long hole and vertical (relative drawing) so as to allow a rivet and a bolt to pass through, thereby fixing the stock solution tank 1 on a certain vertical plane (wall, wood board).
The transverse section of the multipurpose fixing plate 13 is provided with a hole II, the multipurpose fixing plate 13 extends upwards along the hole II, and the upper part of the extending section extends inwards horizontally to seal the upper part of the hole II. When the device is used, a user passes through the second hole at the upper end of the second rod of the adaptive hole, and then vertically inserts or pours the second rod at a certain position to fix the stock solution tank 1.
Since the device is generally used outdoors, the direct opening of the top cover 12 may cause disturbance of rainwater filling, and thus a pressure balance hole is formed in the middle of the top cover 12, and a plunger 14 is inserted into the pressure balance hole.
The plunger 14 is of a hollow structure and is provided with a radial through coordination hole; the top of the plunger 14 is closed and is formed with a flange extending toward the side, the flange being inclined downward; an elastic (rubber) limiting ring 15 is also fixed on the outer wall of the plunger 14, and the coordination hole is positioned above the limiting ring 15. The top surface of the cap 12 decreases in height from proximate the plunger 14 to the periphery.
When in use, a user pulls up the plunger 14 to enable the limiting ring 15 to extrude the top cover 12 and finally prop against the upper surface of the top cover 12; at this time, the coordination hole on the plunger 14 and the air pressure balance hole on the top cover 12 are communicated with the inside of the tank 11 to realize air pressure balance.
If a weather is encountered, the plunger 14 may be directly depressed to close the cap 12 to prevent rainwater from entering the tank 11.
Referring to fig. 2 and 3, an atmospheric pressure sensor 7 is mounted on an upper portion of the plunger 14 and fixed by bolts; the atmospheric pressure sensor 7 is connected to the above-mentioned battery.
In an embodiment of the device, the device further comprises a processing module 8, i.e. a control board integrated with the processing chip.
In order to protect and fix the processing module 8, a three-proofing case can be optionally matched, the solar panel can be installed on the top of the case, and the processing module 8, a storage battery and other accessory circuit structures are accommodated inside the case.
The processing module 8 is electrically connected with the battery, the membrane pressure sensor 4, the data transmission module 6 and the atmospheric pressure sensor 7, respectively, with adapted terminals.
As is known, the data transmission module 6 is controlled by a processing module 8, serving as an upload of the detection values for the individual sensors. Meanwhile, in the present embodiment, the processing module 8 is further configured to:
receiving and acquiring a real-time air pressure detection value fed back by an atmospheric pressure sensor 7 and an end-to-end hydraulic value fed back by a membrane type pressure sensor 4;
comparing the real-time air pressure detection value with a pre-stored standard air pressure value (standard atmospheric pressure) to obtain an air pressure difference value;
and judging whether the air pressure difference exceeds an allowable limit value, and if so, sending an air pressure difference and an overrun prompt message through the data transmission module 6.
According to the setting, the device can detect the air pressure of the construction site, give a prompt when the air pressure is abnormally large, and avoid misjudgment of a user caused by low pressure caused by extreme weather (typhoon and the like).
Further, the processing module 8 is configured to: and searching a pre-stored air pressure difference influence database (namely, one-to-one corresponding parameters of the air pressure difference and the end direction influence quantity obtained by realizing experiments) according to the air pressure difference value, obtaining a matched end direction influence quantity, updating an end direction hydraulic value (adding or subtracting) by the end direction influence quantity, obtaining a corrected end direction hydraulic value, and sending the corrected end direction hydraulic value through a data transmission module.
It will be appreciated that the arrangement described above helps to improve the accuracy of the sedimentation detection.
Referring to fig. 2, in one embodiment of the present application, a liquid level sensor 91 is mounted in the tank 11; meanwhile, a transverse water inlet pipe is fixedly inserted into the side wall of the tank body 11, an adaptive electromagnetic valve 92 is arranged on the water inlet pipe, and the electromagnetic valve is used for communicating a water pipe of a construction site.
Both the liquid level sensor 91 and the solenoid valve 92 can be powered by the above-mentioned accumulator; and are respectively connected to the processing modules 8. On the premise, the processing module 8 is configured to:
receiving and acquiring a real-time liquid level detection value fed back by a liquid level sensor;
comparing the real-time liquid level detection with a pre-stored initial liquid level value to obtain a liquid level difference value;
introducing a time parameter (time axis) to obtain a liquid level change trend;
if the liquid level change trend is rising, sending a real-time liquid level detection value and a pipeline pressure prompt through a data transmission module;
if the liquid level change trend is descending and the liquid level difference reaches the pre-stored water supplementing parameter, the electromagnetic valve is controlled to be opened.
It will be appreciated that the communication tube 2 in the form of a hose is inevitably pressurized at the site if the user is not protected with a special casing; at this time, the liquid level abnormally rises and returns after a few seconds.
Whereas the above-mentioned level drops, in this embodiment the evaporation of water is considered; because the raw liquid tank 1 is used in an open mode, and is influenced by ambient temperature and the like, the evaporation rate in part of time period is high, and the device is not disturbed in use and is actively opened and closed by the electromagnetic valve, so that the liquid level balance effect is achieved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (2)

1. The utility model provides a building foundation subsides measuring device which characterized in that: comprises a hydraulic pressure detection mechanism, a power supply mechanism (5) and a data transmission module (6);
the hydraulic pressure detection mechanism, it includes:
a raw liquid tank (1) for injecting and storing a medium liquid;
one end of the communicating pipe (2) is communicated with the raw liquid tank (1) and the port is immersed by the medium liquid, and the other end is closed;
a plurality of liquid separating pipes (3) with one ends respectively communicated with the communicating pipe (2);
the membrane type pressure sensors (4) are the same in number as the liquid distribution pipes (3), are inserted into one end port of the liquid distribution pipes (3) far away from the communicating pipe (2) and are closed;
the power supply mechanism (5) is used for generating electric energy by wind energy or solar energy and supplying power to the membrane type pressure sensor (4) and the data transmission module (6);
the raw liquid tank (1) comprises a tank body (11) and a multipurpose fixing plate (13) fixed outside the tank body (11), wherein a liquid outlet hole is formed in the bottom of the tank body (11), and a communicating pipe (2) is fixed in the liquid outlet hole; the upper part of the tank body (11) is of an opening structure and is covered with an adaptive top cover (12), and the multipurpose fixing plate (13) is used for connecting the tank body (11) with a plane or columnar structure;
the top cover (12) is provided with an air pressure balance hole, a plunger (14) is inserted into the air pressure balance hole, the plunger (14) is of a hollow structure and is provided with a radially-through coordination hole, the top of the plunger (14) is sealed and is formed with a flange extending towards the side face, the outer wall of the plunger (14) is fixed with an elastic limiting ring (15), and the coordination hole is positioned above the limiting ring (15); the upper surface of the top cover (12) is lowered from the position close to the plunger (14) to the periphery;
an atmospheric pressure sensor (7) is arranged on the plunger (14); the atmospheric pressure sensor (7) is electrically connected with the power supply mechanism (5);
the device further comprises a processing module (8), wherein the processing module (8) is electrically connected with the power supply mechanism (5), the membrane type pressure sensor (4), the data transmission module (6) and the atmospheric pressure sensor (7); and, in addition, the method comprises the steps of,
-the processing module (8) configured to:
receiving and acquiring a real-time air pressure detection value fed back by an atmospheric pressure sensor (7) and an end-to-end hydraulic value fed back by a membrane type pressure sensor (4);
comparing the real-time air pressure detection value with a pre-stored standard air pressure value to obtain an air pressure difference value;
judging whether the air pressure difference exceeds an allowable limit value, and if so, sending an air pressure difference and an overrun prompt message through a data transmission module (6);
the processing module (8) is configured to: searching a pre-stored air pressure difference influence database according to the air pressure difference value to obtain a matched end direction influence quantity, updating an end direction hydraulic value by the end direction influence quantity to obtain a corrected end direction hydraulic value, and sending the corrected end direction hydraulic value through a data transmission module (6);
the liquid level sensor (91) is further arranged in the tank body (11), a water inlet pipe communicated with the outside is inserted in the tank body, an electromagnetic valve (92) is arranged on the water inlet pipe, the liquid level sensor (91) is electrically connected to the power supply mechanism and the data transmission module (6), and the electromagnetic valve (92) is connected to the power supply mechanism (5) and the processing module (8);
the processing module (8) is further configured to:
receiving and acquiring a real-time liquid level detection value fed back by a liquid level sensor (91);
comparing the real-time liquid level detection with a pre-stored initial liquid level value to obtain a liquid level difference value;
introducing a time parameter to obtain a liquid level change trend;
if the liquid level change trend is rising, a real-time liquid level detection value and a pipeline pressure prompt are sent through a data transmission module (6);
if the liquid level change trend is descending and the liquid level difference reaches the pre-stored water supplementing parameter, the electromagnetic valve (92) is controlled to be opened.
2. The construction foundation settlement measurement device according to claim 1, wherein: the multipurpose fixing plate (13) is L-shaped, a first hole for a bolt/rivet to pass through is formed in the vertical section of the multipurpose fixing plate, and a second hole for a columnar structure to pass through is formed in the transverse section of the multipurpose fixing plate; the multipurpose fixing plate (13) extends upwards along the hole of the second hole, and the upper part of the extending section extends horizontally inwards to seal the upper part of the second hole.
CN202211269518.6A 2022-10-18 2022-10-18 Building foundation subsides measuring device Active CN115493557B (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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CN115493557B true CN115493557B (en) 2023-07-25

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CN102288157A (en) * 2011-08-02 2011-12-21 上海同禾土木工程科技有限公司 Method for monitoring deep settlement of foundation
CN208238778U (en) * 2018-03-05 2018-12-14 徐兴华 A protection integrated configuration for intelligent monitoring is subsided to geological disasters soil body
CN109631840A (en) * 2018-12-18 2019-04-16 广州库克测控科技有限公司 A kind of tolerance formula settlement monitoring device, system and method
CN212190522U (en) * 2020-03-17 2020-12-22 珠海科艺普实验室设备有限公司 Exhaust system
CN114278772A (en) * 2021-12-21 2022-04-05 北京东方祥顺科技发展有限公司 Electrochemical energy storage device safety valve

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