Concrete surface elevation monitoring method, device, equipment and system

Abstract

The invention provides a concrete surface elevation monitoring method, device, equipment and system. The method comprises the following steps: acquiring concrete surface elevations of a plurality of sounding points in a to-be-poured area; according to the elevation data of each sounding point, an elevation topographic map reflecting the elevation data of each position of the concrete surface is obtained, and according to the elevation topographic map and the target elevation of each position of the to-be-poured area, the remaining concrete pouring volume of each pouring point is obtained. The elevation topographic map of the concrete surface is obtained by fitting the elevation data of the concrete surface obtained by using the plurality of sounding points, the elevation topographic map can reflect the elevation data of each position, and the volume of the concrete needing to be continuously poured at each pouring point can be calculated by further combining the target elevation of each position. And the overall concrete pouring efficiency is effectively improved.

Description

Technical Field

[0001] The present invention relates to the field of cofferdam construction, and in particular to a method, device, equipment and system for monitoring the elevation of a concrete surface. Background Art

[0002] During the cofferdam bottom sealing process, it is necessary to collect the elevation of the concrete surface at each measuring point to monitor the concrete pouring situation. Conventional data analysis methods only use spreadsheets or mark the pouring height of each measuring point on the plan layout diagram. It cannot intuitively show the elevation of the concrete surface during the entire cofferdam bottom sealing process. The subsequent pouring volume of each pouring point is also difficult to grasp, which increases the difficulty of on-site command and affects the efficiency of the overall pouring process. Further improvement is needed. Summary of the invention

[0003] The main purpose of the present invention is to provide a method, device, equipment and system for monitoring the elevation of a concrete surface, aiming to solve the problem that relevant personnel are unable to grasp the overall situation of the current concrete pouring elevation in the cofferdam through measured data.

[0004] In a first aspect, the present invention provides a method for monitoring the elevation of a concrete surface, which adopts the following technical solution:

[0005] A method for monitoring the elevation of a concrete surface, comprising:

[0006] Obtain the concrete surface elevations of multiple depth measuring points in the area to be poured;

[0007] Based on the elevation data of each depth measurement point, an elevation topographic map reflecting the elevation data of each position on the concrete surface is obtained;

[0008] According to the elevation topographic map and the target elevation of each position in the area to be poured, the remaining concrete pouring volume of each pouring point is obtained.

[0009] In some embodiments, in the step of obtaining the concrete surface elevations of a plurality of depth measuring points in the area to be poured,

[0010] The depth measuring points at least include each pouring point, the midpoint of two adjacent pouring points, and the geometric center point of a unit area surrounded by a set number of pouring points.

[0011] In some embodiments, the elevation data of each depth measurement point is used to obtain an elevation topographic map reflecting the elevation data of each position on the concrete surface.

[0012] A plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are the same or different.

[0013] In some embodiments, a plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are different.

[0014] The elevation difference between adjacent contour lines decreases as the elevation indicated by the contour lines increases.

[0015] In some embodiments, contour lines are distributed corresponding to each pouring point in the elevation topographic map.

[0016] In some embodiments, after obtaining the remaining concrete pouring volume of each pouring point according to the elevation topographic map and the target elevation of each position in the area to be poured, the following steps are included:

[0017] Output the elevation topographic map and the remaining concrete pouring volume of each pouring point.

[0018] In some embodiments, the plurality of interval bands formed by the plurality of contour lines are filled with different schematic colors.

[0019] In a second aspect, the present invention further provides a concrete surface elevation monitoring device, which adopts the following technical solution:

[0020] A concrete surface elevation monitoring device, comprising:

[0021] An acquisition module configured to acquire the concrete surface elevations of a plurality of depth measuring points in the area to be poured;

[0022] The calculation module is configured to obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measurement point; and obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured.

[0023] In a third aspect, the present invention also provides a concrete surface elevation monitoring device, which adopts the following technical solution:

[0024] A concrete surface elevation monitoring device comprises a processor, a memory, and a concrete surface elevation monitoring program stored in the memory and executable by the processor, wherein when the concrete surface elevation monitoring program is executed by the processor, the steps of the concrete surface elevation monitoring method as described above are implemented.

[0025] In a fourth aspect, the present invention further provides a concrete surface elevation monitoring system, which adopts the following technical solution:

[0026] A concrete surface elevation monitoring system, comprising:

[0027] A measuring device for monitoring the elevation of a concrete surface;

[0028] A concrete surface elevation monitoring device is configured to obtain the concrete surface elevations of multiple depth measuring points in the area to be poured; obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measuring point; obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured;

[0029] The display terminal is configured to display the elevation map and the remaining concrete pouring volume of each pouring point.

[0030] The present invention provides a method, device, equipment and system for monitoring the elevation of a concrete surface, which have the following beneficial effects:

[0031] The present invention provides a method, device, equipment and system for monitoring the elevation of a concrete surface. The elevation data of the concrete surface obtained from multiple depth measuring points are used to fit an elevation map of the concrete surface. Since the elevation map can reflect the elevation data of each position and is further combined with the target elevation of each position, the volume of concrete that needs to be poured at each pouring point can be calculated, thereby effectively improving the efficiency of the overall concrete pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 It is a schematic diagram of the hardware structure of the concrete surface elevation monitoring device involved in the embodiment of the present invention;

[0033] Figure 2 It is a schematic diagram of the flow chart of the first embodiment of the concrete surface elevation monitoring method of the present invention;

[0034] Figure 3 It is a reference diagram of the calculation process in step S200 of the concrete surface elevation monitoring method of the present invention;

[0035] Figure 4 It is a schematic diagram of the functional modules of the first embodiment of the concrete surface elevation monitoring device of the present invention.

[0036] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0037] It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention.

[0038] During the cofferdam bottom sealing process, it is necessary to collect the elevation of the concrete surface at each measuring point to monitor the concrete pouring situation. Conventional data analysis methods only use spreadsheets or mark the pouring height of each measuring point on the plan layout diagram. It cannot intuitively show the elevation of the concrete surface during the entire cofferdam bottom sealing process. The subsequent pouring volume of each pouring point is also difficult to grasp, which increases the difficulty of on-site command and affects the efficiency of the overall pouring process. Further improvement is needed.

[0039] Based on the above problems, the present invention provides a concrete surface elevation monitoring method, device, equipment and system. The key point of the invention is that by utilizing the concrete surface elevation data obtained from multiple depth measuring points, an elevation topographic map of the concrete surface is fitted. Since the elevation topographic map can reflect the elevation data of each position and further combined with the target elevation of each position, the volume of concrete that needs to be continued to be poured at each pouring point can be calculated, thereby effectively improving the efficiency of the overall concrete pouring.

[0040] In a first aspect, an embodiment of the present invention provides a concrete surface elevation monitoring device, which may be a device having a data processing function, such as a personal computer (PC), a notebook computer, or a server.

[0041] Reference Figure 1 , Figure 1 It is a schematic diagram of the hardware structure of the concrete surface elevation monitoring device involved in the embodiment of the present invention. In the embodiment of the present invention, the concrete surface elevation monitoring device may include a processor 1001 (such as a central processing unit, CPU), a communication bus 1002, a user interface 1003, a network interface 1004, and a memory 1005. Among them, the communication bus 1002 is used to realize the connection and communication between these components; the user interface 1003 may include a display screen (Display), an input unit such as a keyboard (Keyboard); the network interface 1004 may optionally include a standard wired interface, a wireless interface (such as wireless fidelity WIreless-FIdelity, WI-FI interface); the memory 1005 may be a high-speed random access memory (random access memory, RAM), or a stable memory (non-volatile memory), such as a disk storage, and the memory 1005 may optionally be a storage device independent of the aforementioned processor 1001. Those skilled in the art will understand that Figure 1 The hardware structure shown in the figure does not constitute a limitation of the present invention, and may include more or less components than those shown in the figure, or combine certain components, or arrange the components differently.

[0042] Continue to refer to Figure 1 , Figure 1 The memory 1005 as a computer storage medium may include an operating system, a network communication module, a user interface module, and a concrete surface elevation monitoring program. The processor 1001 may call the concrete surface elevation monitoring program stored in the memory 1005 and execute the concrete surface elevation monitoring method provided in the embodiment of the present invention.

[0043] In a second aspect, an embodiment of the present invention provides a method for monitoring the elevation of a concrete surface.

[0044] Reference Figure 2 , a method for monitoring the elevation of a concrete surface, comprising:

[0045] S100, obtaining the concrete surface elevations of multiple depth measuring points in the area to be poured;

[0046] S200, obtaining an elevation topographic map reflecting the elevation data of each position on the concrete surface according to the elevation data of each depth measurement point;

[0047] S300: Obtain the remaining concrete pouring volume of each pouring point according to the elevation topographic map and the target elevation of each position in the area to be poured.

[0048] Among them, the sounding points can be of different numbers and distribution positions in different implementations. For example, sounding points are set at each pouring point, the midpoint of the line between two adjacent pouring points, and the geometric center point of the unit area surrounded by a set number of pouring points, so that the theoretical highest point and the theoretical lowest point in the concrete pouring process can be detected and counted, which is convenient for fitting in subsequent steps. For another example, the sounding points are set according to the array method rules, which is not limited in this implementation.

[0049] With this setting, the elevation data of the concrete surface obtained from multiple sounding points can be used to fit the elevation map of the concrete surface. Since the elevation map can reflect the elevation data of each location and further combine with the target elevation of each location, the volume of concrete that needs to be poured at each pouring point can be calculated, thereby effectively improving the efficiency of the overall concrete pouring.

[0050] Further, in some preferred embodiments, in the step of obtaining the concrete surface elevations of a plurality of depth measuring points in the area to be poured,

[0051] The depth measuring points at least include each pouring point, the midpoint of two adjacent pouring points, and the geometric center point of a unit area surrounded by a set number of pouring points.

[0052] This arrangement enables the detection of the elevation of the theoretical highest point and the theoretical lowest point during the concrete pouring process, which facilitates the calculation of the elevation of locations not directly measured in the subsequent fitting process of the elevation topographic map.

[0053] In this embodiment, refer to Figure 3 When fitting the elevation topographic map, the four casting points that enclose the polygonal unit area with the minimum area, the midpoints of two adjacent casting points in the polygonal unit area, and the geometric center point of the polygonal unit are taken as a fitting data group to obtain the elevation distribution map of the minimum polygonal unit area.

[0054] During the fitting process,

[0055] F100. Through the elevation differences between the four casting points and the boundary center point (the lowest elevation point between two adjacent sounding points) and the geometric center point (the lowest elevation point in the unit area), the elevation data of each position on the line between the casting point and the boundary center point, the elevation data of each position on the line between the casting point and the geometric center point, and the elevation data of each position on the line between the geometric center point and the boundary center point can be obtained through a continuous and smooth transition, and a triangular calculation area is enclosed.

[0056] F200. For the elevation data of a certain position within the triangular calculation area, it is obtained based on a linear continuous function consisting of the elevation data of the two intersection points of an arc with the distance from the position to the casting point as the radius and the casting point as the center, and the boundary of the triangular calculation area.

[0057] Finally, the elevation data of all positions in the triangulated calculation area are obtained, and the elevation data of each position of the concrete surface can be obtained. And this calculation fitting method can effectively ensure that the error is relatively small, thereby improving the calculation of the subsequent remaining concrete pouring volume.

[0058] Further, in some preferred embodiments, the elevation data of each depth measurement point is used to obtain an elevation topographic map reflecting the elevation data of each position on the concrete surface.

[0059] A plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are the same or different.

[0060] This setting enables relevant technicians to understand the general elevation of each pouring point as soon as they see the monitoring results, and can further understand the detailed elevation data of each location point as needed, greatly improving the pouring efficiency and reducing the difficulty of construction.

[0061] Furthermore, in some preferred embodiments, a plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are different.

[0062] The elevation difference between adjacent contour lines decreases as the elevation indicated by the contour lines increases.

[0063] This arrangement enables a more intuitive judgment of where the elevations are greater where the contour lines are denser, further facilitating relevant technical personnel to understand the concrete pouring situation.

[0064] Furthermore, in some preferred embodiments, contour lines are distributed corresponding to each pouring point in the elevation topographic map.

[0065] This setting further improves the speed of acquiring elevation data of each pouring point on the elevation map, so that relevant technical personnel can make judgments as soon as they get the elevation map, avoiding the situation where the specific elevation data of the pouring point remains at a wider level at the first time when it falls between two contour lines.

[0066] Further, in some preferred embodiments, after obtaining the remaining concrete pouring volume of each pouring point according to the elevation topographic map and the target elevation of each position in the area to be poured, the following steps are included:

[0067] S400: Output the elevation topographic map and the remaining concrete pouring volume of each pouring point.

[0068] Specifically, when the relevant data is output in step S400, it can be sent to a terminal carried by the relevant technician, such as a mobile phone, a tablet, etc., or it can be sent to a fixed terminal. This embodiment does not impose any further restrictions on this.

[0069] Furthermore, in some preferred embodiments, the plurality of interval bands formed by the plurality of contour lines are filled with different schematic colors.

[0070] This arrangement further improves the speed at which relevant technical personnel can grasp the current pouring situation after obtaining relevant monitoring information.

[0071] In a third aspect, an embodiment of the present invention further provides a concrete surface elevation monitoring device.

[0072] Reference Figure 3 , a schematic diagram of the functional modules of the first embodiment of the concrete surface elevation monitoring device.

[0073] In this embodiment, the concrete surface elevation monitoring device includes:

[0074] An acquisition module configured to acquire the concrete surface elevations of a plurality of depth measuring points in the area to be poured;

[0075] The calculation module is configured to obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measurement point; and obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured.

[0076] Among them, the functional implementation of each module in the above-mentioned concrete surface elevation monitoring device corresponds to the various steps in the above-mentioned concrete surface elevation monitoring method embodiment, and its functions and implementation processes will not be repeated here one by one.

[0077] In a fourth aspect, an embodiment of the present invention further provides a readable storage medium.

[0078] The readable storage medium of the present invention stores a concrete surface elevation monitoring program, wherein when the concrete surface elevation monitoring program is executed by a processor, the steps of the concrete surface elevation monitoring method as described above are implemented.

[0079] Among them, the method implemented when the concrete surface elevation monitoring program is executed can refer to the various embodiments of the concrete surface elevation monitoring method of the present invention, and will not be repeated here.

[0080] In a fifth aspect, a concrete surface elevation monitoring system is provided.

[0081] A concrete surface elevation monitoring system, comprising:

[0082] A measuring device for monitoring the elevation of a concrete surface;

[0083] A concrete surface elevation monitoring device is configured to obtain the concrete surface elevations of multiple depth measuring points in the area to be poured; obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measuring point; obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured;

[0084] The display terminal is configured to display the elevation map and the remaining concrete pouring volume of each pouring point.

[0085] The working principles and beneficial effects of the concrete surface elevation monitoring method, device, equipment and system provided in this application are:

[0086] By using the concrete surface elevation data obtained from multiple depth measurement points, the elevation topographic map of the concrete surface is fitted. Since the elevation topographic map can reflect the elevation data of each location, and further combined with the target elevation of each location, the volume of concrete that needs to be poured at each pouring point can be calculated, thereby effectively improving the overall concrete pouring efficiency; at the same time, relevant technicians can use contour lines to clarify the general elevation of each pouring point as soon as they see the monitoring results, and can further understand the detailed elevation data of each location point as needed. It greatly improves the pouring efficiency and reduces the difficulty of construction.

[0087] It should be noted that, in this article, the terms "include", "comprises" or any other variations thereof are intended to cover non-exclusive inclusion, so that a process, method, article or system including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or system. In the absence of further restrictions, an element defined by the sentence "comprises a ..." does not exclude the existence of other identical elements in the process, method, article or system including the element.

[0088] The serial numbers of the above embodiments of the present invention are only for description and do not represent the advantages or disadvantages of the embodiments.

[0089] Through the description of the above implementation methods, those skilled in the art can clearly understand that the above-mentioned embodiment methods can be implemented by means of software plus a necessary general hardware platform, and of course by hardware, but in many cases the former is a better implementation method. Based on such an understanding, the technical solution of the present invention is essentially or the part that contributes to the prior art can be embodied in the form of a software product, which is stored in a storage medium (such as ROM / RAM, magnetic disk, optical disk) as described above, and includes a number of instructions for a terminal device to execute the methods described in each embodiment of the present invention.

[0090] The above are only preferred embodiments of the present invention, and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the present invention specification and drawings, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A method for monitoring the elevation of a concrete surface, characterized in that: It includes: Obtain the concrete surface elevations of multiple depth measuring points in the area to be poured; Based on the elevation data of each depth measurement point, an elevation topographic map reflecting the elevation data of each position on the concrete surface is obtained; According to the elevation topographic map and the target elevation of each position in the area to be poured, the remaining concrete pouring volume of each pouring point is obtained.

2. The method for monitoring the elevation of a concrete surface according to claim 1, characterized in that: In the step of obtaining the concrete surface elevation of multiple depth measuring points in the area to be poured, The depth measuring points at least include each pouring point, the midpoint of two adjacent pouring points, and the geometric center point of a unit area surrounded by a set number of pouring points.

3. The method for monitoring the elevation of a concrete surface according to claim 1, characterized in that: The elevation data of each depth measurement point is used to obtain the elevation topographic map reflecting the elevation data of each position on the concrete surface. A plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are the same or different.

4. The method for monitoring the elevation of a concrete surface according to claim 3, characterized in that: A plurality of contour lines are formed on the elevation topographic map, and the elevation differences between adjacent contour lines are different. The elevation difference between adjacent contour lines decreases as the elevation indicated by the contour lines increases.

5. The method for monitoring the elevation of a concrete surface according to claim 3, characterized in that: Contour lines are distributed correspondingly on each pouring point in the elevation topographic map.

6. The method for monitoring the elevation of a concrete surface according to claim 3, characterized in that: After obtaining the remaining concrete pouring volume of each pouring point according to the elevation topographic map and the target elevation of each position in the area to be poured, the following steps are included: Output the elevation topographic map and the remaining concrete pouring volume of each pouring point.

7. The method for monitoring the elevation of a concrete surface according to claim 3, characterized in that: The multiple interval bands formed by the multiple contour lines are all filled with different schematic colors.

8. A concrete surface elevation monitoring device, characterized in that: It includes: An acquisition module configured to acquire the concrete surface elevations of a plurality of depth measuring points in the area to be poured; The calculation module is configured to obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measurement point; and obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured.

9. A concrete surface elevation monitoring device, characterized in that: The concrete surface elevation monitoring device includes a processor, a memory, and a concrete surface elevation monitoring program stored in the memory and executable by the processor, wherein when the concrete surface elevation monitoring program is executed by the processor, the steps of the concrete surface elevation monitoring method as described in any one of claims 1 to 7 are implemented.

10. A concrete surface elevation monitoring system, characterized in that: It includes: A measuring device for monitoring the elevation of a concrete surface; A concrete surface elevation monitoring device is configured to obtain the concrete surface elevations of multiple depth measuring points in the area to be poured; obtain an elevation map reflecting the elevation data of each position of the concrete surface according to the elevation data of each depth measuring point; obtain the remaining concrete pouring volume of each pouring point according to the elevation map and the target elevation of each position in the area to be poured; The display terminal is configured to display the elevation map and the remaining concrete pouring volume of each pouring point.

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