CN115540823A - Variable-section ultrahigh pier verticality measuring and controlling method - Google Patents
Variable-section ultrahigh pier verticality measuring and controlling method Download PDFInfo
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Abstract
Disclosed is a method for measuring and controlling the verticality of a variable-section ultrahigh pier, which comprises the following steps: acquiring first coordinates of a plurality of points to be measured on a construction template of the ultrahigh pier; performing first fitting on a projection line of the construction template on a reference vertical plane based on the first coordinate to obtain a first linear function; acquiring a slope angle of the construction template, and performing second fitting on a projection line of the construction template on a reference vertical plane based on the slope angle and a second coordinate to obtain a second line function; acquiring a first horizontal distance between a first point location and a preset second point location on the construction template, and performing third fitting on a projection line of the construction template on a reference vertical plane based on the first horizontal distance and a second coordinate to obtain a third linear function; weighting the first line function, the second line function and the third line function to obtain a comprehensive line function; and calculating to obtain the verticality deviation of the ultrahigh pier at the target height based on the comprehensive line function, and adjusting the construction template based on the verticality deviation.
Description
Technical Field
The present disclosure relates generally to the field of bridge engineering, and more particularly, to a method for measuring and controlling the verticality of a variable-section ultrahigh pier.
Background
Along with mountain area highway rapid development, because of the restriction of mountain area topographic condition, the super high mound more than hundred meters increases gradually, and along with the increase of super high mound height, the verticality error of pier is also bigger and bigger in the construction, in addition the pier verticality observes and controls the difficulty, leads to mound top verticality deviation to surpass the allowable value easily, influences the holistic security of pier and bridge.
According to the current technical level, the ultrahigh pier is usually constructed by adopting a hydraulic creeping formwork construction method, namely, the pier construction is performed by segmental pouring, and along with the increase of the pier height, the error value of the verticality of the ultrahigh pier is gradually increased along with the number of segments. In the related technology, on one hand, the data source is single, on the other hand, the data cannot be reasonably and effectively processed, so that the measurement and control result is very easily influenced by the measurement equipment, and a large error is formed, so that the measurement and control precision of the vertical degree of the ultrahigh pier is lower, and the measurement and control requirement of the vertical degree of the ultrahigh pier which is increasingly higher cannot be met.
Disclosure of Invention
The invention provides a method for measuring and controlling the verticality of a variable-section ultrahigh pier, which is used for carrying out comprehensive adjustment based on various data sources and realizing accurate measurement and control of the verticality of the variable-section ultrahigh pier.
In one general aspect, there is provided a method for measuring and controlling the verticality of a variable-section ultrahigh pier, comprising: acquiring first coordinates of a plurality of points to be measured on a construction template of the ultrahigh pier, wherein the first coordinates at least comprise second coordinates at the pier top of a poured pier section of the ultrahigh pier; performing first fitting on a projection line of the construction template on a reference vertical plane based on the first coordinate to obtain a first linear function, wherein the reference vertical plane is perpendicular to the plane of the construction template; acquiring a slope angle of the construction template, and performing second fitting on a projection line of the construction template on the reference vertical plane based on the slope angle and the second coordinate to obtain a second line function; acquiring a first horizontal distance between a first point location and a preset second point location on the construction template, and performing third fitting on a projection line of the construction template on the reference vertical plane based on the first horizontal distance and the second coordinate to obtain a third line function; weighting the first line function, the second line function and the third line function to obtain a comprehensive line function; and calculating to obtain the vertical degree deviation of the ultrahigh pier at the target height based on the comprehensive line function, and adjusting the construction template based on the vertical degree deviation.
Optionally, the performing a second fitting on the projection line of the construction template on the reference vertical plane based on the slope contracting angle and the second coordinate includes: determining a first slope of a projection line of the construction template on the reference vertical plane based on the slope-shrinking angle; and performing second fitting on the projection line of the construction template on the reference vertical plane based on the first slope and the second coordinate.
Optionally, the third fitting the projection line of the construction template on the reference vertical plane based on the first horizontal distance and the second coordinate includes: determining a second slope of a projection line of the construction template on the reference vertical plane based on the first horizontal distance, a predetermined second horizontal distance between the second point location and the pier bottom of the ultrahigh pier, and a predetermined vertical distance between the first point location and the pier bottom of the ultrahigh pier; and performing third fitting on the projection line of the construction template on the reference vertical plane based on the second slope and the second coordinate.
Optionally, the weighting the first line function, the second line function, and the third line function to obtain a comprehensive line function includes: and performing weighted summation on the first line function, the second line function and the third line function based on preset weights, and taking the result of the weighted summation as the comprehensive line function, wherein the preset weights comprise a first weight of the first line function, a second weight of the second line function and a third weight of the third line function.
Optionally, the first weight is determined based on an accuracy of a first device measuring the first coordinate, the second weight is determined based on an accuracy of a second device measuring the roll-off angle, and the third weight is determined based on an accuracy of a third device measuring the first horizontal distance.
Optionally, before performing weighting processing on the first line function, the second line function, and the third line function, the method further includes: calculating a sum of the accuracies of the first device, the second device, and the third device; taking a ratio of the accuracy of the first device to the sum as the first weight, a ratio of the accuracy of the second device to the sum as the second weight, and a ratio of the accuracy of the third device to the sum as the third weight.
Optionally, the calculating a vertical deviation of the ultrahigh pier at the target height based on the comprehensive line function includes: determining a third horizontal distance between a third point of the ultrahigh pier at the target height and the pier bottom of the ultrahigh pier based on the comprehensive line function; and calculating a difference value between the third horizontal distance and a predetermined fourth horizontal distance, and taking a ratio of the difference value to the target height as the vertical degree deviation, wherein the fourth horizontal distance is a theoretical horizontal distance between the third point position and the bottom of the ultrahigh pier, which is determined based on a construction design scheme.
Optionally, the adjusting the construction formwork based on the vertical deviation includes: determining the inclination state of the construction formwork based on the vertical deviation; and taking the absolute value of the difference value as a template adjustment value, and adjusting the construction template based on the template adjustment value and the inclination state.
Optionally, the determining the inclination state of the construction formwork based on the vertical deviation includes: under the condition that the vertical deviation is larger than 0, determining that the inclined state is a first state, wherein the first state indicates that the construction formwork is inclined towards the interior of the pier body of the ultrahigh pier; determining that the inclined state is a second state under the condition that the vertical deviation is less than 0, wherein the second state indicates that the construction formwork inclines towards the outside of the pier body of the ultrahigh pier; in a case where the vertical deviation is equal to 0, determining that the inclined state is a third state, wherein the third state indicates that the construction form is not inclined.
In another general aspect, there is provided a computer readable storage medium storing a computer program which, when executed by a processor, implements the variable section ultra-high pier verticality measurement and control method as described above.
According to the method for measuring and controlling the verticality of the variable-section ultrahigh pier, comprehensive adjustment can be carried out based on multiple data sources, on one hand, the problem that the measurement and control result caused by single data source is easily influenced by measuring equipment is solved, on the other hand, the second coordinate obtained in advance is directly used when the slope angle and the first horizontal distance are used for fitting the second linear function and the third linear function, more measurement work can be avoided, therefore, the data of the multiple data sources can be reasonably and effectively processed under the condition that the workload is not greatly increased, the same second coordinate is used when the first linear function, the second linear function and the third linear function are obtained through fitting, the measurement errors caused by different measurement modes can be reduced, the errors in construction measurement and control are further reduced on the whole, accurate measurement and control of the verticality of the variable-section ultrahigh pier are realized, and the construction quality and the construction efficiency are improved.
Additional aspects and/or advantages of the present general inventive concept will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the general inventive concept.
Drawings
The above and other objects and features of the embodiments of the present disclosure will become more apparent from the following description taken in conjunction with the accompanying drawings illustrating embodiments, in which:
fig. 1 is a flow chart illustrating a variable cross-section ultra-high pier verticality measurement and control method according to an embodiment of the present disclosure;
FIG. 2 is a schematic diagram illustrating a digital sag gauge according to an embodiment of the present disclosure;
FIG. 3 is a schematic diagram illustrating a laser plummet according to an embodiment of the present disclosure.
Detailed Description
The following detailed description is provided to assist the reader in obtaining a thorough understanding of the methods, devices, and/or systems described herein. However, various changes, modifications, and equivalents of the methods, apparatus, and/or systems described herein will be apparent to those skilled in the art after reviewing the disclosure of the present application. For example, the order of operations described herein is merely an example, and is not limited to those set forth herein, but may be changed as will become apparent after understanding the disclosure of the present application, except to the extent that operations must occur in a particular order. Moreover, descriptions of features known in the art may be omitted for greater clarity and conciseness.
The features described herein may be embodied in different forms and should not be construed as limited to the examples described herein. Rather, the examples described herein have been provided to illustrate only some of the many possible ways to implement the methods, devices, and/or systems described herein, which will be apparent after understanding the disclosure of the present application.
Unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this disclosure belongs after understanding the present disclosure. Unless explicitly defined as such herein, terms (such as those defined in general dictionaries) should be interpreted as having a meaning that is consistent with their meaning in the context of the relevant art and the present disclosure, and should not be interpreted in an idealized or overly formal sense.
Further, in the description of the examples, when it is considered that detailed description of well-known related structures or functions will cause a vague explanation of the present disclosure, such detailed description will be omitted.
A method for measuring and controlling the vertical degree of a variable-section ultrahigh pier according to an embodiment of the present disclosure will be described in detail with reference to fig. 1 to 3.
Fig. 1 is a flow chart illustrating a variable cross-section ultra-high pier vertical degree measurement and control method according to an embodiment of the disclosure.
Referring to fig. 1, in step S101, first coordinates of a plurality of points to be measured on a construction form of an ultra-high pier may be acquired. Here, the ultra-high pier of the present disclosure may be constructed for a pier in a segmental casting form using a construction method of a hydraulic creeping formwork, so that the first coordinates may include at least the second coordinates at the top of the cast pier segment of the ultra-high pier. Further, a measuring net can be established, and then the total station is utilized to measure the first coordinates of the points to be measured. Further, the specific number and position of the plurality of points to be measured on the construction form can be determined by those skilled in the art according to actual needs, and the disclosure is not limited thereto.
Next, in step S102, a first fitting may be performed on the projection line of the construction template on the reference vertical plane based on the first coordinate, so as to obtain a first line function. Here, the reference vertical plane is perpendicular to the plane of the construction form. Further, based on the first coordinates, the first fitting may be performed, but is not limited to, by a least squares method to determine fitting parameters of the first line function.
Next, in step S103, a slope angle of the construction form may be obtained, and a second fitting may be performed on the projection line of the construction form on the reference vertical plane based on the slope angle and the second coordinate, to obtain a second line function. Here, the construction form may be measured for a slope angle using a digital sag gauge.
Fig. 2 is a schematic diagram illustrating the principle of a digital sag gauge according to an embodiment of the present disclosure, as shown in fig. 2,
the slope angle can be measured by installing a digital sag gauge on the construction template
. According to the embodiment of the disclosure, the slope-collecting angle is obtained
Then, the slope angle can be based on
Determining a first slope of a projection line of the construction form on a reference vertical plane
(ii) a Then, based on the first slope
And a second coordinate for performing a second fitting on the projection line of the construction template on the reference vertical plane. Here, the firstA slope
And may be the slope of the second line function, so that in the case of a certain slope, the second fitting may be performed by, but not limited to, a least squares method in combination with the second coordinate to determine the fitting parameters in the second line function. By combining the slope collection angle measured by the digital sag gauge and the second coordinate fitting second line function measured by the total station, the influence of the single measuring device on the measurement and control result can be reduced, and therefore errors in construction measurement and control are reduced.
Referring back to fig. 1, in step S104, a first horizontal distance between a first point location on the construction template and a preset second point location may be obtained, and a third fitting may be performed on the projection line of the construction template on the reference vertical plane based on the first horizontal distance and the second coordinate, so as to obtain a third line function. Here, the first horizontal distance between the first point location and the preset second point location on the construction form may be measured using a laser plummet.
Fig. 3 is a schematic diagram illustrating a principle of a laser plummet according to an embodiment of the present disclosure, and as shown in fig. 3, a first point position may be used as a target ruler position, and a second point position may be used as a laser plummet position, so that a first horizontal distance between the first point position and the second point position may be measured by using the target ruler and the laser plummet. According to the embodiment of the present disclosure, the first horizontal distance is obtained
Thereafter, the first horizontal distance may be based
A predetermined second horizontal distance between the second point location and the bottom of the super high pier
And a predetermined vertical distance between the first point location and the bottom of the super high pier
Determining a second slope of the projection line of the construction form on the reference vertical plane
(ii) a Then, based on the second slope
And the second coordinate is used for carrying out third fitting on the projection line of the construction template on the reference vertical plane. Here, the second slope
And may be the slope of the third line function, so that in the case of a certain slope, the third fitting may be performed by, but not limited to, a least square method in combination with the second coordinate to determine the fitting parameters in the third line function. By combining the first horizontal distance measured by the laser plummet and the second coordinate fitting third linear function measured by the total station, the influence of the single measuring device on the measurement and control result can be reduced, and therefore the error in construction measurement and control is reduced.
According to an embodiment of the present disclosure, for the acquired n first coordinates (or second coordinates)
、
…、
The line function fitting (i.e., the first, second, or third fitting described above) may be performed by, but is not limited to, a least squares method. As an example, in one possible implementation of the linear function fitting, the linear function (i.e., the first linear function, the second linear function, or the third linear function described above) may be represented by the following equation (1):
here, the first and second liquid crystal display panels are,
indicating measured value
Is determined by the estimated value of (c),
，aandbas a fitting parameter for the line function, it will be appreciated that for the second line function, the first slope described above may be used
As fitting parametersbAlternatively, for the third linear function, the second slope may be
As fitting parametersb. In general, the measured value
And the estimated value
In contrast, the residual value is recorded
Is composed of
The fitting parameters in the first line function can be finally determined by minimizing the sum of squared residual values Q by the following equations (2) and (3)aAnd/orb：
In another possible implementation of the on-line function fitting, based on the above equation (1), fitting parameters may be further determinedaAnd/orbIs estimated value of
And
and incorporating an error function
In other words, the line function can be expressed by the following equation (4):
here, the first and second liquid crystal display panels are,
and
can be represented by the following formula (5), and
can be represented by the following formula (6):
further, the air conditioner is provided with a fan,
to represent
、
…、
Is an arithmetic mean of
；
To represent
、
…、
Is an arithmetic mean of
；
In n first coordinates
And
arithmetic mean of products, i.e.
；
To represent
、
…、
Second central moment of (i.e.
；
In n first coordinates
Standard deviation of (2)
Unbiased estimation of (i), i.e.
；
Indicating that the sample obeys the t distribution with a confidence of
With a degree of freedom of
The upper quantile of (a), which can be obtained by a person skilled in the art by looking up a table
The specific numerical value of (1).
In scientific research or high-accuracy measurement, measurement and comparison can be performed by different devices, different measurement methods, different measurement times and different measurers under different measurement conditions, and the measurement is called unequal precision measurement. Since the unreliability of the various measurement results of unequal accuracy measurements is different, the arithmetic mean of the measurement values cannot be simply taken as the final measurement result, but the measurement result with a high degree of reliability should have a higher weight and the measurement result with a low degree of reliability should have a lower weight. In other words, the reliability of the observation values with different accuracies is different, and the influence exerted on the calculation is also different. This requires selecting a quantity for comparing the confidence level between the observations, which is a weight, and the more reliable observations should be weighted more heavily. The purpose of weighting is to weigh the contribution of the unequal precision measurement data to the final result, the weights are relative, the weighting objects are the data of the unequal precision measurements, and the weighting is because the unequal precision measurement data have different precisions, so that the arithmetic mean is not convenient to be used for synthesizing the final result.
Therefore, referring back to fig. 1, in step S105, the first line function, the second line function, and the third line function may be weighted to obtain a composite line function.
According to an embodiment of the present disclosure, the first linear function may be subjected to a preset weighting
Second line function
And a third line function
Performing weighted summation, and taking the result of weighted summation as a synthetic line function
. Further, the preset weight may include a first weight of the first line function
Second weight of the second line function
And a third weight of a third linear function
Thereby to make
。
In accordance with embodiments of the present disclosure, in one possible implementation, the first weight may be determined based on an accuracy of a first device that measures the first coordinate, the second weight may be determined based on an accuracy of a second device that measures the roll angle, and the third weight may be determined based on an accuracy of a third device that measures the first horizontal distance. Here, before the weighting processing is performed on the first line function, the second line function, and the third line function, a sum of the accuracies of the first device, the second device, and the third device may be calculated; then, the ratio of the accuracy of the first device to the sum is taken as a first weight, the ratio of the accuracy of the second device to the sum is taken as a second weight, and the ratio of the accuracy of the third device to the sum is taken as a third weight. As an example, the first device is a total station, the second device is a digital plummet, and the third device is a laser plummet, such that the first weight
Accuracy that can be based on total powerstation
To determine the second weight
Accuracy that can be based on digital sag gauge
To determine a third weight
Accuracy that can be based on laser plummet
To determine, in particular, that
，
And an
. Here, the accuracy of each device can be determined by the content of the specification of each device, and the disclosure is not repeated herein. The weights are distributed according to the equipment accuracy by fitting the linear functions obtained by utilizing different equipment, so that the comprehensive adjustment is carried out, the distribution of the weights is reasonable, the weight distribution is easy to understand and implement, the problem that the weights are not reasonably distributed in the adjustment process of measuring and controlling the verticality of the ultrahigh pier in the related technology is solved, and the measurement and control accuracy of the verticality of the ultrahigh pier is improved.
It should be understood that the above description of determining the weights of the respective line functions by using the accuracy of the respective devices is only an exemplary illustration, and the present disclosure does not limit this, i.e., a person skilled in the art can determine the specific distribution manner of the weights according to actual situations. For example, in another possible implementation, the weights of the respective line functions may be determined from the measured variances of the respective devices using a unit weight variance method.
Next, in step S106, a verticality deviation of the ultra-high pier at the target height may be calculated based on the composite line function, and the construction form may be adjusted based on the verticality deviation.
According to the embodiment of the disclosure, when the vertical degree deviation of the ultrahigh pier at the target height is obtained through calculation based on the comprehensive line function, the third horizontal distance between the third point of the ultrahigh pier at the target height H and the pier bottom of the ultrahigh pier can be determined based on the comprehensive line function
Then, a third horizontal distance is calculated
At a predetermined fourth horizontal distance
And the ratio of the difference to the target height is taken as the vertical deviation T, i.e.
. Here, the fourth horizontal distance is a theoretical horizontal distance between the third point location and the bottom of the ultra-high pier, which is determined based on the construction design. The vertical degree deviation of the ultrahigh pier is determined by combining the actually measured third horizontal distance obtained by utilizing the comprehensive line function and the fourth horizontal distance which is a design value, so that the vertical degree deviation condition of the ultrahigh pier can be accurately reflected, and increasingly severe measurement and control precision requirements of the ultrahigh pier are met.
According to the embodiment of the disclosure, when the construction formwork is adjusted based on the verticality deviation, the inclination state of the construction formwork can be determined based on the verticality deviation, then the absolute value of the difference is used as the formwork adjustment value, and the construction formwork is adjusted based on the formwork adjustment value and the inclination state. Here, in the case where the vertical degree deviation is greater than 0, it may be determined that the inclination state is the first state; in the case where the deviation of the vertical degree is less than 0, it may be determined that the inclination state is the second state; in the case where the vertical degree deviation is equal to 0, the inclination state may be determined to be the third state. Further, the first state may indicate that the construction form is inclined inward of the pier body of the ultra-high pier, the second state may indicate that the construction form is inclined outward of the pier body of the ultra-high pier, and the third state may indicate that the construction form is not inclined. By correspondingly adjusting the construction template in different inclined states, the requirements of the variable-section ultrahigh pier on construction quality, construction efficiency and the like can be better met.
According to the method for measuring and controlling the verticality of the variable-section ultrahigh pier, comprehensive adjustment can be carried out based on multiple data sources, on one hand, the problem that the measurement and control result caused by single data source is easily influenced by measuring equipment is solved, on the other hand, the second coordinate obtained in advance is directly used when the slope angle and the first horizontal distance are used for fitting the second linear function and the third linear function, more measurement work can be avoided, therefore, the data of the multiple data sources can be reasonably and effectively processed under the condition that the workload is not greatly increased, the same second coordinate is used when the first linear function, the second linear function and the third linear function are obtained through fitting, the measurement errors caused by different measurement modes can be reduced, the errors in construction measurement and control are further reduced on the whole, accurate measurement and control of the verticality of the variable-section ultrahigh pier are realized, and the construction quality and the construction efficiency are improved.
The variable section ultra-high pier vertical degree measurement and control method according to embodiments of the present disclosure can be written as a computer program and stored on a computer readable storage medium. When the computer program is executed by a processor, the method for measuring and controlling the verticality of the variable-section ultrahigh pier can be realized. Examples of computer-readable storage media include: read-only memory (ROM), random-access programmable read-only memory (PROM), electrically erasable programmable read-only memory (EEPROM), random-access memory (RAM), dynamic random-access memory (DRAM), static random-access memory (SRAM), flash memory, non-volatile memory, CD-ROM, CD-R, CD + R, CD-RW, CD + RW, DVD-ROM, DVD-R, DVD + R, DVD-RW, DVD + RW, DVD-RAM, BD-ROM, BD-R, BD-R LTH, BD-RE, blu-ray or optical disk memory, hard Disk Drives (HDDs), solid-state hard disks (SSDs), card-type memory (such as a multimedia card, a Secure Digital (SD) card, or an extreme digital (XD) card), magnetic tape, floppy disk, magneto-optical data storage, hard disk, solid-state disk, and any other device configured to store and to enable a computer program and any associated data file, data processing structure and to be executed by a computer. In one example, the computer program and any associated data, data files, and data structures are distributed across networked computer systems such that the computer program and any associated data, data files, and data structures are stored, accessed, and executed in a distributed fashion by one or more processors or computers.
Although a few embodiments of the present disclosure have been shown and described, it would be appreciated by those skilled in the art that changes may be made in these embodiments without departing from the principles and spirit of the disclosure, the scope of which is defined in the claims and their equivalents.
Claims (9)
1. A method for measuring and controlling the vertical degree of a variable-section ultrahigh pier is characterized by comprising the following steps:
acquiring first coordinates of a plurality of points to be measured on a construction template of the ultrahigh pier, wherein the first coordinates at least comprise second coordinates at the pier top of a poured pier section of the ultrahigh pier;
performing first fitting on a projection line of the construction template on a reference vertical plane based on the first coordinate to obtain a first linear function, wherein the reference vertical plane is perpendicular to the plane of the construction template;
acquiring a slope angle of the construction template, and performing second fitting on a projection line of the construction template on the reference vertical plane based on the slope angle and the second coordinate to obtain a second line function;
acquiring a first horizontal distance between a first point location and a preset second point location on the construction template, and performing third fitting on a projection line of the construction template on the reference vertical plane based on the first horizontal distance and the second coordinate to obtain a third line function;
weighting the first line function, the second line function and the third line function to obtain a comprehensive line function;
and calculating to obtain the verticality deviation of the ultrahigh pier at the target height based on the comprehensive line function, and adjusting the construction template based on the verticality deviation.
2. The measurement and control method of claim 1, wherein the second fitting of the projection line of the construction template on the reference vertical plane based on the slope-shrinking angle and the second coordinate comprises:
determining a first slope of a projection line of the construction template on the reference vertical plane based on the slope-retracting angle;
and performing second fitting on the projection line of the construction template on the reference vertical plane based on the first slope and the second coordinate.
3. The measurement and control method of claim 1, wherein the third fitting of the projection line of the construction template on the reference vertical plane based on the first horizontal distance and the second coordinate comprises:
determining a second slope of the projection line of the construction template on the reference vertical plane based on the first horizontal distance, a predetermined second horizontal distance between the second point location and the bottom of the ultra-high pier, and a predetermined vertical distance between the first point location and the bottom of the ultra-high pier;
and performing third fitting on the projection line of the construction template on the reference vertical plane based on the second slope and the second coordinate.
4. The measurement and control method according to claim 1, wherein the weighting the first line function, the second line function, and the third line function to obtain a composite line function includes:
performing weighted summation on the first line function, the second line function and the third line function based on a preset weight, and taking the result of the weighted summation as the comprehensive line function,
wherein the preset weight comprises a first weight of the first line function, a second weight of the second line function, and a third weight of the third line function.
5. The measurement and control method of claim 4, wherein the first weight is determined based on an accuracy of a first device that measures the first coordinate, the second weight is determined based on an accuracy of a second device that measures the roll angle, and the third weight is determined based on an accuracy of a third device that measures the first horizontal distance.
6. The measurement and control method according to claim 5, wherein before performing the weighting process on the first line function, the second line function, and the third line function, the method further comprises:
calculating a sum of the accuracies of the first device, the second device, and the third device;
the ratio of the accuracy of the first device to the sum is taken as the first weight, the ratio of the accuracy of the second device to the sum is taken as the second weight, and the ratio of the accuracy of the third device to the sum is taken as the third weight.
7. The measurement and control method of claim 1, wherein the calculating a vertical deviation of the ultra-high pier at a target height based on the comprehensive line function comprises:
determining a third horizontal distance between a third point of the ultrahigh pier at the target height and the pier bottom of the ultrahigh pier based on the comprehensive line function;
and calculating a difference value between the third horizontal distance and a predetermined fourth horizontal distance, and taking a ratio of the difference value to the target height as the vertical degree deviation, wherein the fourth horizontal distance is a theoretical horizontal distance between the third point position and the bottom of the ultrahigh pier, which is determined based on a construction design scheme.
8. The method of claim 7, wherein the adjusting the construction form based on the vertical deviation comprises:
determining the inclination state of the construction formwork based on the vertical deviation;
and taking the absolute value of the difference value as a template adjustment value, and adjusting the construction template based on the template adjustment value and the inclination state.
9. The measurement and control method of claim 8, wherein the determining the inclination state of the construction form based on the vertical deviation comprises:
under the condition that the vertical deviation is larger than 0, determining that the inclined state is a first state, wherein the first state indicates that the construction formwork is inclined towards the interior of the pier body of the ultrahigh pier;
determining that the inclined state is a second state under the condition that the vertical deviation is less than 0, wherein the second state indicates that the construction formwork inclines towards the outside of the pier body of the ultrahigh pier;
in a case where the vertical deviation is equal to 0, determining that the inclined state is a third state, wherein the third state indicates that the construction form is not inclined.
Priority Applications (1)
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