CN114001720A - Supervision control method for building engineering measurement - Google Patents
Supervision control method for building engineering measurement Download PDFInfo
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- CN114001720A CN114001720A CN202111327131.7A CN202111327131A CN114001720A CN 114001720 A CN114001720 A CN 114001720A CN 202111327131 A CN202111327131 A CN 202111327131A CN 114001720 A CN114001720 A CN 114001720A
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- 238000005259 measurement Methods 0.000 title claims abstract description 42
- 238000000034 method Methods 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000012544 monitoring process Methods 0.000 claims abstract description 19
- 238000010586 diagram Methods 0.000 claims abstract description 8
- 238000012937 correction Methods 0.000 claims abstract description 7
- 238000006073 displacement reaction Methods 0.000 claims abstract description 5
- 238000012545 processing Methods 0.000 claims abstract description 4
- 238000013461 design Methods 0.000 claims description 14
- 238000004364 calculation method Methods 0.000 claims description 5
- 238000004458 analytical method Methods 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 description 5
- 238000000691 measurement method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/02—Systems using the reflection of electromagnetic waves other than radio waves
- G01S17/06—Systems determining position data of a target
- G01S17/08—Systems determining position data of a target for measuring distance only
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- G—PHYSICS
- G08—SIGNALLING
- G08C—TRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
- G08C17/00—Arrangements for transmitting signals characterised by the use of a wireless electrical link
- G08C17/02—Arrangements for transmitting signals characterised by the use of a wireless electrical link using a radio link
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Computer Networks & Wireless Communication (AREA)
- Electromagnetism (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a supervision control method for building engineering measurement, which comprises the following steps: (1) planning a measurement control net according to the position of the construction building to form a monitoring reference point position planning diagram; (2) setting a reference point according to a monitoring reference point position planning diagram, processing and installing bases, respectively installing measuring instruments on the corresponding bases, and acquiring related information of the reference point; (3) transmitting the data obtained in the step (2) to an automatic measurement control system, and judging whether the building has displacement, deviation and settlement; (4) the automatic measuring system regularly carries out self-correction, and ensures the accuracy of the coordinates of the measuring reference points. The method can truly reflect the deformation data of the building, reduce manual operation, greatly improve the measurement efficiency and the measurement progress, improve the efficiency of component measurement in the construction process, judge potential quality accidents of the building in advance, avoid accidents and guarantee the safe production of enterprises.
Description
Technical Field
The invention relates to the technical field of building supervision control, in particular to a supervision control method for building engineering measurement.
Background
At present, before building construction is carried out, relevant parameter information of building construction needs to be measured by combining relevant information of the built structure, so as to determine information such as height, width, position coordinates of building construction and the like of the building to be built next. In the aspect of building construction measurement, the conventional measurement method usually adopts manual measurement, and when the calculation and measurement of spatial distances such as building design and the like are carried out, the conventional measurement method cannot carry out rapid and efficient distance measurement, so that the efficiency is low, and for some non-linear spatial structures, the conventional method and tool can measure accurate distances only through multiple measurement and calculation, so that the work difficulty is brought to the later design and construction. When the GPS is used for measurement, the normal measurement cannot be used sometimes, and particularly in closed and narrow areas, the measurement is influenced by topographic factors. And the total station is used for monitoring the displacement of the super high-rise building, the prism is arranged on the building, and the full-automatic tracking total station is arranged at a position 1-2 times the height of the building. After the target is manually aimed, the reflector is automatically tracked by the instrument. The method is feasible for lower buildings, and is difficult for high buildings, especially in severe weather conditions (such as typhoon, heavy rain and the like), and the target tracking by laser is difficult and the measuring points are asynchronous; no measurable large deformation; the real-time performance is poor.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a supervision control method for building engineering measurement, which aims to solve the problems that the GPS measurement adopted in the prior art is easily influenced by terrain and a total station cannot measure a building with a large height.
In order to solve the technical problems, the invention adopts the following technical scheme:
a supervision control method for building engineering measurement comprises the following steps:
(1) planning a measurement control net according to the position of the construction building to form a monitoring reference point position planning diagram;
(2) setting a reference point according to a monitoring reference point position planning diagram, processing and installing bases, respectively installing measuring instruments on the corresponding bases, and acquiring related information of the reference point;
(3) transmitting the data obtained in the step (2) to an automatic measurement control system, and judging whether the building has displacement, deviation and settlement;
(4) the automatic measuring system regularly carries out self-correction, and ensures the accuracy of the coordinates of the measuring reference points.
Preferably, the automatic measurement system comprises:
the acquisition module is used for acquiring the entity data of the building in each construction stage and uploading the entity data of the building to the database through the wireless data acquisition and transmission module;
the system comprises an original model module, a model analysis module and a model analysis module, wherein the original model module is used for acquiring original design data of a building according to a design drawing of the building;
and the deformation calculation module is used for comparing the entity data of the building in each construction stage with the original design data of the building.
Preferably, the physical data of the building includes a plurality of datum points for measuring plane and vertical surface deformation set on each plane and vertical surface of the building, and coordinates, an inclination angle and basic settlement deformation data of the datum points are respectively measured by using a distance meter, an inclinometer and a level gauge.
Preferably, the correction and display module is configured to compare the coordinates, the inclination angle, and the basic settlement deformation data of the reference point with original design data of the building, and correct deformation information and data of the building if the coordinates, the inclination angle, and the basic settlement deformation data are larger than a preset error range.
Preferably, the acquisition module is used for setting a plurality of datum points for measuring the deformation of the vertical surface on the vertical surface of the building, installing an inclinometer at the positions of the datum points, and measuring a first inclination angle and a second inclination angle of each datum point relative to two directions perpendicular to each other on the vertical inner surface by using the inclinometer.
Preferably, the acquisition module is configured to set monitoring points for settlement observation on the first floor plane of the building and around the building, arrange a plurality of level gauges on the monitoring points for settlement observation, and measure basic settlement deformation data of the monitoring points by using the level gauges.
Preferably, the acquisition module is configured to set a plurality of positioning points on the facade of the building, install an infrared distance meter at the positions of the positioning points, and measure coordinate data of the positioning points by using the infrared distance meter.
Compared with the prior art, the invention has the following beneficial effects:
the invention measures the settlement, deformation, eccentricity and other conditions of the building in each construction stage in real time through the distance meter, the inclinometer, the level gauge and the wireless transmission equipment, the measurement result has higher precision, the deformation data of the building can be truly reflected, the manual operation is reduced, the measurement efficiency and the measurement progress are greatly improved, the problems that the existing manual measurement is low in efficiency and cannot be detected in real time are solved, the intelligent monitoring technology storage and rich experience are provided for the building construction, the component measurement efficiency in the construction process is improved, the potential quality accident of the building is judged in advance, the accident occurrence is avoided, and the safety production of enterprises is ensured.
Detailed Description
The present invention will be further described with reference to the following examples.
The invention provides a supervision control method for building engineering measurement, which comprises the following steps:
(1) planning a measurement control net according to the position of the construction building to form a monitoring reference point position planning diagram;
(2) setting a reference point according to a monitoring reference point position planning diagram, processing and installing bases, respectively installing measuring instruments on the corresponding bases, and acquiring related information of the reference point;
(3) transmitting the data obtained in the step (2) to an automatic measurement control system, and judging whether the building has displacement, deviation and settlement;
(4) the automatic measuring system regularly carries out self-correction, and ensures the accuracy of the coordinates of the measuring reference points.
In particular implementation, the automatic measurement system comprises:
and the acquisition module is used for acquiring the entity data of the building at each construction stage and uploading the entity data of the building to the database through the wireless data acquisition and transmission module. In the construction process, after each construction procedure is completed, the entity data of the building are measured. The physical data of the building comprise a plurality of datum points for measuring plane and vertical surface deformation, which are arranged on each plane and vertical surface of the building, and the coordinates, the inclination angle and the foundation settlement deformation data of the datum points are respectively measured by using a distance meter, an inclinometer and a level gauge. The datum point can be arranged on a key point of a building, so that the three instruments of the distance meter, the inclinometer and the level can be simultaneously measured and recalibrated, and the accuracy of the measurement result is high. The method specifically comprises the following steps: the method comprises the steps of setting a plurality of datum points for measuring vertical surface deformation on a building vertical surface, installing an inclinometer at the positions of the datum points, and measuring a first inclination angle and a second inclination angle of each datum point relative to two directions perpendicular to each other on a vertical inner surface by using the inclinometer. And obtaining the deformation of the corresponding reference point in two mutually perpendicular directions on the vertical plane according to the first inclination angle and the second inclination angle of each reference point in two mutually perpendicular directions on the vertical plane and the elevation corresponding to each reference point. Here, the elevations corresponding to the respective reference points may be obtained by a total station. The method is characterized by further comprising the steps of setting monitoring points for settlement observation on the periphery of the building on the plane of the first floor of the building, arranging a plurality of level gauges on the monitoring points for settlement observation, and measuring basic settlement deformation data of the monitoring points by using the level gauges. The level adopts the hydrostatic level to obtain more accurate deformation data. The method also comprises the steps of setting a plurality of positioning points on the vertical surface of the building, installing an infrared distance meter at the position of the positioning point, and measuring the coordinate data of the positioning point by using the infrared distance meter.
And the original model module is used for acquiring original design data of the building according to a design drawing of the building and establishing an original BIM three-dimensional model of the building.
And the deformation calculation module is used for comparing the entity data of the building in each construction stage with the original design data of the building, conveniently and efficiently checking whether the construction process meets the construction requirements or not, and refining and standardizing the construction process.
And the correction and display module is used for comparing the coordinates, the inclination angle and the basic settlement deformation data of the datum point with the original design data of the building, and correcting the deformation information and the data of the building if the coordinates, the inclination angle and the basic settlement deformation data of the datum point are larger than a preset error range.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all that should be covered by the claims of the present invention.
Claims (7)
1. A supervision control method for building engineering measurement is characterized by comprising the following steps:
(1) planning a measurement control net according to the position of the construction building to form a monitoring reference point position planning diagram;
(2) setting a reference point according to a monitoring reference point position planning diagram, processing and installing bases, respectively installing measuring instruments on the corresponding bases, and acquiring related information of the reference point;
(3) transmitting the data obtained in the step (2) to an automatic measurement control system, and judging whether the building has displacement, deviation and settlement;
(4) the automatic measuring system regularly carries out self-correction, and ensures the accuracy of the coordinates of the measuring reference points.
2. A supervision control method of building engineering measurement according to claim 1, characterized in that the automatic measurement system comprises:
the acquisition module is used for acquiring the entity data of the building in each construction stage and uploading the entity data of the building to the database through the wireless data acquisition and transmission module;
the system comprises an original model module, a model analysis module and a model analysis module, wherein the original model module is used for acquiring original design data of a building according to a design drawing of the building;
and the deformation calculation module is used for comparing the entity data of the building in each construction stage with the original design data of the building.
3. A method as claimed in claim 2, wherein the physical data of the building includes a plurality of datum points for measuring the deformation of the building plane and the building elevation, and the coordinates, the inclination angle and the foundation settlement deformation data of the datum points are measured by a distance meter, an inclinometer and a level gauge.
4. The supervision control method for building engineering measurement according to claim 3, wherein the correction and display module is configured to compare the coordinates, the inclination angle and the foundation settlement deformation data of the reference point with the original design data of the building, and correct the deformation information and data of the building if the deviation is larger than a preset error range.
5. The method for supervising and controlling building engineering measurement according to claim 3, wherein the collection module is configured to set a plurality of reference points for measuring the deformation of the building facade, and an inclinometer is installed at the reference points, and the inclinometer is configured to measure a first inclination angle and a second inclination angle of each reference point with respect to two directions perpendicular to each other on the vertical inner surface.
6. The supervision control method for building engineering measurement according to claim 3, wherein the collection module is configured to set monitoring points for settlement observation around the building on the first floor plane of the building, arrange a plurality of levels on the monitoring points for settlement observation, and measure basic settlement deformation data of the monitoring points by using the levels.
7. A supervision control method for building engineering measurement as claimed in claim 2, wherein the collection module is used to set a plurality of positioning points on the building facade, install infrared distance measuring instrument at the position of the positioning point, and measure the coordinate data of the positioning point by using the infrared distance measuring instrument.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111327131.7A CN114001720A (en) | 2021-11-10 | 2021-11-10 | Supervision control method for building engineering measurement |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111327131.7A CN114001720A (en) | 2021-11-10 | 2021-11-10 | Supervision control method for building engineering measurement |
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| CN114001720A true CN114001720A (en) | 2022-02-01 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115574765A (en) * | 2022-12-08 | 2023-01-06 | 天津风霖物联网科技有限公司 | Big data-based monitoring system for engineering measurement |
Citations (5)
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| CN106871872A (en) * | 2017-02-24 | 2017-06-20 | 吴慧明 | Build（Structure）Composition deformation, displacement and damage is built to be clustered into as Internet of Things monitoring method |
| KR101751991B1 (en) * | 2017-03-21 | 2017-06-30 | 테이즈엔지니어링(주) | High-rise management surveying method |
| CN108180881A (en) * | 2017-12-06 | 2018-06-19 | 上海建工五建集团有限公司 | Building deformation real-time measurement system |
| CN109470222A (en) * | 2018-12-13 | 2019-03-15 | 潍坊科技学院 | A kind of supervision control method of super high-rise building engineering survey |
| CN110645901A (en) * | 2019-10-11 | 2020-01-03 | 靳鸣 | Building engineering dynamic monitoring system and using method |
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2021
- 2021-11-10 CN CN202111327131.7A patent/CN114001720A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106871872A (en) * | 2017-02-24 | 2017-06-20 | 吴慧明 | Build（Structure）Composition deformation, displacement and damage is built to be clustered into as Internet of Things monitoring method |
| KR101751991B1 (en) * | 2017-03-21 | 2017-06-30 | 테이즈엔지니어링(주) | High-rise management surveying method |
| CN108180881A (en) * | 2017-12-06 | 2018-06-19 | 上海建工五建集团有限公司 | Building deformation real-time measurement system |
| CN109470222A (en) * | 2018-12-13 | 2019-03-15 | 潍坊科技学院 | A kind of supervision control method of super high-rise building engineering survey |
| CN110645901A (en) * | 2019-10-11 | 2020-01-03 | 靳鸣 | Building engineering dynamic monitoring system and using method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115574765A (en) * | 2022-12-08 | 2023-01-06 | 天津风霖物联网科技有限公司 | Big data-based monitoring system for engineering measurement |
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