CN111047545A - Construction site data analysis system - Google Patents
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- CN111047545A CN111047545A CN201910214323.3A CN201910214323A CN111047545A CN 111047545 A CN111047545 A CN 111047545A CN 201910214323 A CN201910214323 A CN 201910214323A CN 111047545 A CN111047545 A CN 111047545A
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- 238000010276 construction Methods 0.000 title claims abstract description 67
- 238000007405 data analysis Methods 0.000 title claims abstract description 33
- 239000002689 soil Substances 0.000 claims abstract description 64
- 230000007797 corrosion Effects 0.000 claims abstract description 25
- 238000005260 corrosion Methods 0.000 claims abstract description 25
- 238000000605 extraction Methods 0.000 claims abstract description 22
- 238000004458 analytical method Methods 0.000 claims abstract description 9
- 238000003384 imaging method Methods 0.000 claims abstract description 4
- 238000012937 correction Methods 0.000 claims description 30
- 239000000428 dust Substances 0.000 claims description 18
- 238000012545 processing Methods 0.000 claims description 17
- 238000006243 chemical reaction Methods 0.000 claims description 11
- 230000036244 malformation Effects 0.000 claims description 6
- 238000003860 storage Methods 0.000 claims description 5
- 238000004891 communication Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 16
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- 238000002360 preparation method Methods 0.000 description 2
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- 230000004075 alteration Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
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- 238000012986 modification Methods 0.000 description 1
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- 239000004575 stone Substances 0.000 description 1
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T5/00—Image enhancement or restoration
- G06T5/20—Image enhancement or restoration using local operators
- G06T5/30—Erosion or dilatation, e.g. thinning
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T5/00—Image enhancement or restoration
- G06T5/80—Geometric correction
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T5/00—Image enhancement or restoration
- G06T5/90—Dynamic range modification of images or parts thereof
- G06T5/94—Dynamic range modification of images or parts thereof based on local image properties, e.g. for local contrast enhancement
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T7/00—Image analysis
- G06T7/60—Analysis of geometric attributes
- G06T7/62—Analysis of geometric attributes of area, perimeter, diameter or volume
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
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Abstract
The invention relates to a construction site data analysis system, comprising: the soil heap analysis equipment is used for identifying a soil heap sub-image where each soil heap target is located from the expansive corrosion image based on the soil heap imaging characteristics and determining the depth of field of each soil heap target in the expansive corrosion image; a volume extraction device for performing the following process for each soil heap target: and calculating the estimated volume of the soil heap target based on the number of pixel points occupied by the soil heap sub-image where the soil heap target is located and the depth of field of the soil heap target in the expansive corrosion image. The building site data analysis system is unique in design and reliable in data. The total volume of all soil piles on the construction site is estimated, and the required number of the soil-moving vehicles is determined based on the total volume, the volume of each soil-moving vehicle and the allowable departure frequency of the city, so that the construction cost of a builder is reduced as much as possible.
Description
Technical Field
The invention relates to the field of building construction, in particular to a building site data analysis system.
Background
The construction is a production movement performed by people to construct various building products in a certain space and time according to a specific design blueprint by using various building materials and mechanical equipment. It includes all production processes from construction preparation, earth breaking and engineering completion acceptance. In the process, construction preparation, construction organization design and management, earthwork engineering, blasting engineering, foundation engineering, reinforcing steel bar engineering, template engineering, scaffold engineering, concrete engineering, prestressed concrete engineering, masonry engineering, steel structure engineering, wood structure engineering, structure installation engineering and the like are carried out.
The building construction is a production process with complex technology, and building construction workers need to exert clever and talent intelligence to creatively apply theories such as materials, mechanics, structures, processes and the like to solve the technical problems which continuously appear in the construction, thereby ensuring the engineering quality and the construction safety. The construction process is carried out by multiple workers in limited time and space. The supply of hundreds of materials and the operation of various mechanical equipment, so that scientific and advanced organization and management measures and advanced construction processes are necessary to fully complete the production process, and the process is a process with higher economy. A great deal of manpower, material resources and financial resources are consumed in construction. Therefore, it is required to take measures to reduce the cost by considering the economic benefit everywhere in the construction process. The focus of attention in the construction process is always the quality of the project, the progress of safety (including environmental protection) and the cost.
Disclosure of Invention
The invention at least needs to have the following two key points:
(1) on the basis of targeted image processing, estimating the volume sum of each soil pile on the construction site, and determining the required number of the earth-moving vehicles based on the volume sum, the volume of each earth-moving vehicle and the allowable departure frequency of the city, thereby reducing the construction cost of a builder as much as possible;
(2) different correction or correction processes are performed for a cyan component sub-image, a magenta component sub-image, a yellow component sub-image, and a black component sub-image of an image, respectively, and a dilation-erosion process is performed on the basis of the correction or correction processes to realize processing of targeted image component data.
According to an aspect of the present invention, there is provided a construction site data analysis system, the system comprising: and the dust measuring instrument is arranged on the site of the construction site and used for detecting and measuring the dust concentration of the environment to obtain and output the real-time dust concentration.
More specifically, in the construction site data analysis system, the system further includes: and the buzzing alarm equipment is connected with the dust measuring instrument and used for sending buzzing alarm sound with preset frequency when the received real-time dust concentration is greater than or equal to a preset concentration threshold value.
More specifically, in the construction site data analysis system: the buzzing alarm equipment is also used for stopping sending buzzing alarm sound with preset frequency when the received real-time dust concentration is smaller than the preset concentration threshold value.
More specifically, in the construction site data analysis system, the system further includes: the soil heap analyzing equipment is connected with the expansive corrosion equipment and used for identifying a soil heap sub-image where each soil heap target is located from the expansive corrosion image based on the soil heap imaging characteristics and determining the depth of field of each soil heap target in the expansive corrosion image; a volume extraction device connected with the soil heap analyzing device and used for executing the following processing aiming at each soil heap target: calculating the estimated volume of the soil heap target based on the number of pixel points occupied by the soil heap sub-image where the soil heap target is located and the depth of field of the soil heap target in the expansive corrosion image; the data conversion equipment is connected with the volume extraction equipment and used for adding the estimated volumes of the soil heap targets to obtain a volume sum, and determining the required number of the soil transport vehicles based on the volume sum, the volume of each soil transport vehicle and the allowable dispatching frequency of the city; the day and night shooting device is arranged on a construction site and used for carrying out shooting actions on the construction site so as to obtain and output a site image; the FLASH storage device is connected with the instruction extraction device and is used for pre-storing a preset resolution threshold value; the resolution identification equipment is connected with the day and night shooting equipment and used for receiving the site image of the construction site and identifying the instant resolution of the site image of the construction site so as to obtain and output the corresponding instant resolution; the instruction extraction equipment is connected with the resolution identification equipment and used for receiving the instant resolution and sending a first control instruction when the instant resolution is greater than or equal to the preset resolution threshold; the instruction extraction equipment is further used for sending a second control instruction when the instant resolution is smaller than the preset resolution threshold.
The building site data analysis system is unique in design and reliable in data. The total volume of all soil piles on the construction site is estimated, and the required number of the soil-moving vehicles is determined based on the total volume, the volume of each soil-moving vehicle and the allowable departure frequency of the city, so that the construction cost of a builder is reduced as much as possible.
Drawings
Embodiments of the invention will now be described with reference to the accompanying drawings, in which:
FIG. 1 is a schematic diagram of a scenario of a construction site data analysis system according to an embodiment of the present invention.
Detailed Description
Embodiments of the construction site data analysis system of the present invention will be described in detail below with reference to the accompanying drawings.
The earth carrier, also called as earth pulling vehicle and slag carrier, is not specific to which kind of vehicle, but refers to a truck for carrying building materials such as sand and stone.
The common types of earth transportation vehicles are as follows: large dump trucks, bumblebees, and the like. Most of the vehicles are large-scale load-carrying trucks, and the vehicles are not allowed to run in city areas in the general city in the daytime; in addition, the earth transporting vehicle is large in size, high in cab and prone to visual blind areas. Particularly in the region directly in front of and behind the vehicle, the right front wheel of the vehicle. In addition, when the truck turns, the inner wheel difference exists, and particularly accidents are easily caused. According to another investigation, the muck vehicle driver is generally low in quality and has low safety consciousness. Cause tragedies continuously.
In the prior art, because considerable soil needs to be excavated in a construction site for foundation construction and ground leveling, the soil is piled up into one or more huge soil piles on site and generally cannot be utilized, a constructor needs to arrange a special earth moving vehicle for transportation, however, a city has strict requirements on the departure frequency and the departure time of the earth moving vehicle, and therefore, how to determine the number of the earth moving vehicles required currently to balance the transportation efficiency and the cost saving is a great problem in front of the constructor.
In order to overcome the defects, the invention builds a building site data analysis system, and can effectively solve the corresponding technical problem.
FIG. 1 is a schematic diagram of a scenario of a construction site data analysis system according to an embodiment of the present invention.
A construction site data analysis system shown according to an embodiment of the present invention includes:
and the dust measuring instrument is arranged on the site of the construction site and used for detecting and measuring the dust concentration of the environment to obtain and output the real-time dust concentration.
Next, a detailed description of the construction site data analysis system of the present invention will be continued.
The construction site data analysis system may further include:
and the buzzing alarm equipment is connected with the dust measuring instrument and used for sending buzzing alarm sound with preset frequency when the received real-time dust concentration is greater than or equal to a preset concentration threshold value.
In the construction site data analysis system:
the buzzing alarm equipment is also used for stopping sending buzzing alarm sound with preset frequency when the received real-time dust concentration is smaller than the preset concentration threshold value.
The construction site data analysis system may further include:
the soil heap analyzing equipment is connected with the expansive corrosion equipment and used for identifying a soil heap sub-image where each soil heap target is located from the expansive corrosion image based on the soil heap imaging characteristics and determining the depth of field of each soil heap target in the expansive corrosion image;
a volume extraction device connected with the soil heap analyzing device and used for executing the following processing aiming at each soil heap target: calculating the estimated volume of the soil heap target based on the number of pixel points occupied by the soil heap sub-image where the soil heap target is located and the depth of field of the soil heap target in the expansive corrosion image;
the data conversion equipment is connected with the volume extraction equipment and used for adding the estimated volumes of the soil heap targets to obtain a volume sum, and determining the required number of the soil transport vehicles based on the volume sum, the volume of each soil transport vehicle and the allowable dispatching frequency of the city;
the day and night shooting device is arranged on a construction site and used for carrying out shooting actions on the construction site so as to obtain and output a site image;
the FLASH storage device is connected with the instruction extraction device and is used for pre-storing a preset resolution threshold value;
the resolution identification equipment is connected with the day and night shooting equipment and used for receiving the site image of the construction site and identifying the instant resolution of the site image of the construction site so as to obtain and output the corresponding instant resolution;
the instruction extraction equipment is connected with the resolution identification equipment and used for receiving the instant resolution and sending a first control instruction when the instant resolution is greater than or equal to the preset resolution threshold;
the instruction extraction equipment is also used for sending a second control instruction when the instant resolution is smaller than the preset resolution threshold;
the power supply control device is connected with the instruction extraction device and used for recovering the power input to the geometric correction device, the deformity correction device and the gamma correction device when receiving a first control instruction;
the power supply control device is used for cutting off the power input to the geometry correction device, the deformity correction device and the gamma correction device when receiving a second control instruction;
the geometric correction device is used for receiving the construction site image, and executing geometric correction processing on a cyan component sub-image formed by cyan components of each pixel point in the construction site image to obtain a first corrected image;
a malformation correcting device for receiving the worksite image, performing malformation correcting processing on a magenta component subimage composed of magenta components of respective pixel points in the worksite image to obtain a first corrected image, and performing malformation correcting processing on a yellow component subimage composed of yellow components of respective pixel points in the worksite image to obtain a second corrected image;
a gamma correction device for receiving the site image, and performing gamma correction processing on a black component sub-image composed of black components of each pixel point in the site image to obtain a second corrected image;
an image output device respectively connected to the geometry correction device, the deformity correction device, and the gamma correction device, for combining the first corrected image, the second corrected image, the first corrected image, and the second corrected image to obtain corresponding parameter-processed images, and outputting the parameter-processed images;
the expansion corrosion equipment is connected with the image output equipment and is used for executing expansion-first corrosion-later treatment on the parameter processing image so as to obtain an expansion corrosion image;
wherein, in the data conversion device, determining the required number of earth-moving vehicles based on the volume sum, the volume of each earth-moving vehicle and the city allowable departure frequency comprises: the sum of the volumes is proportional to the number of earth moving vehicles, the volume of each earth moving vehicle is inversely proportional to the number of earth moving vehicles, and the city departure allowable frequency is inversely proportional to the number of earth moving vehicles.
The construction site data analysis system may further include:
and the power line communication equipment is connected with the expansion corrosion equipment and used for receiving the expansion corrosion image and sending the expansion corrosion image through a power line communication link.
The construction site data analysis system may further include:
the first terminal analysis device is connected with the output interface of the volume extraction device and used for detecting the number of the terminals currently used by the output interface of the volume extraction device to be output as the total number of the first interface terminals;
and the second terminal analysis equipment is connected with the output interface of the soil heap analysis equipment and is used for detecting the number of the terminals currently used by the output interface of the soil heap analysis equipment to output as the total number of the second interface terminals.
The construction site data analysis system may further include:
an SOC control chip connected to the first terminal analyzing device and the second terminal analyzing device, respectively, disposed at an intermediate position between the volume extracting device and the soil heap analyzing device, for receiving the total number of the first interface terminals and the total number of the second interface terminals, multiplying the total number of the first interface terminals by a first coefficient to obtain a first product, multiplying the total number of the second interface terminals by a second coefficient to obtain a second product, and outputting a reference terminal number obtained by adding the first product and the second product;
wherein, in the SOC control chip, the first coefficient and the second coefficient are different in size, and a sum of the first coefficient and the second coefficient is 1.
The construction site data analysis system may further include:
and the power-saving processing equipment is respectively connected with the SOC control chip and the data conversion equipment, is used for controlling the data conversion equipment to enter a non-power-saving mode from the power-saving mode when the number of the received reference terminals exceeds the limit, and is also used for controlling the data conversion equipment to enter the power-saving mode from the non-power-saving mode when the number of the received reference terminals does not exceed the limit.
The construction site data analysis system may further include:
the complexity adjusting device is respectively connected with the SOC control chip and the device D and is used for controlling the device D to improve the operation complexity of the device D to obtain result data with higher precision when the number of the received reference terminals exceeds the limit;
wherein the complexity adjustment device is further configured to control the device D to maintain its current computational complexity when the number of received reference terminals is not exceeded.
In addition, FLASH memory chips are nonvolatile memories, and blocks of memory cells called blocks can be erased and reprogrammed. The write operation of any FLASH device can only be performed in empty or erased cells, so in most cases, the erase must be performed before the write operation can be performed. While it is simple for a NAND device to perform an erase operation, NOR requires that all bits in the target block be written to 0 before an erase can be performed.
Since erasing NOR devices is performed in blocks of 64-128 KB, the time for performing a write/erase operation is 5s, whereas erasing NAND devices is performed in blocks of 8-32 KB, which requires only 4ms at most to perform the same operation.
The difference in block size when performing erasures further increases the performance gap between NOR and NADN, and statistics show that for a given set of write operations (especially when updating small files), more erase operations must be performed in NOR-based cells.
It should be understood that portions of the present invention may be implemented in hardware, software, firmware, or a combination thereof. In the above embodiments, the various steps or methods may be implemented in software or firmware stored in memory and executed by a suitable instruction execution system. For example, if implemented in hardware, as in another embodiment, any one or combination of the following techniques, which are known in the art, may be used: a discrete logic circuit having a logic gate circuit for implementing a logic function on a data signal, an application specific integrated circuit having an appropriate combinational logic gate circuit, a Programmable Gate Array (PGA), a Field Programmable Gate Array (FPGA), or the like.
It will be understood by those skilled in the art that all or part of the steps carried by the method for implementing the above embodiments may be implemented by hardware related to instructions of a program, which may be stored in a computer readable storage medium, and when the program is executed, the program includes one or a combination of the steps of the method embodiments.
The storage medium mentioned above may be a read-only memory, a magnetic or optical disk, etc. Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art within the scope of the present invention.
Claims (9)
1. A construction site data analysis system, comprising:
and the dust measuring instrument is arranged on the site of the construction site and used for detecting and measuring the dust concentration of the environment to obtain and output the real-time dust concentration.
2. The construction site data analysis system of claim 1, wherein the system further comprises:
and the buzzing alarm equipment is connected with the dust measuring instrument and used for sending buzzing alarm sound with preset frequency when the received real-time dust concentration is greater than or equal to a preset concentration threshold value.
3. The construction site data analysis system of claim 2, wherein:
the buzzing alarm equipment is also used for stopping sending buzzing alarm sound with preset frequency when the received real-time dust concentration is smaller than the preset concentration threshold value.
4. The construction site data analysis system of claim 3, wherein the system further comprises:
the soil heap analyzing equipment is connected with the expansive corrosion equipment and used for identifying a soil heap sub-image where each soil heap target is located from the expansive corrosion image based on the soil heap imaging characteristics and determining the depth of field of each soil heap target in the expansive corrosion image;
a volume extraction device connected with the soil heap analyzing device and used for executing the following processing aiming at each soil heap target: calculating the estimated volume of the soil heap target based on the number of pixel points occupied by the soil heap sub-image where the soil heap target is located and the depth of field of the soil heap target in the expansive corrosion image;
the data conversion equipment is connected with the volume extraction equipment and used for adding the estimated volumes of the soil heap targets to obtain a volume sum, and determining the required number of the soil transport vehicles based on the volume sum, the volume of each soil transport vehicle and the allowable dispatching frequency of the city;
the day and night shooting device is arranged on a construction site and used for carrying out shooting actions on the construction site so as to obtain and output a site image;
the FLASH storage device is connected with the instruction extraction device and is used for pre-storing a preset resolution threshold value;
the resolution identification equipment is connected with the day and night shooting equipment and used for receiving the site image of the construction site and identifying the instant resolution of the site image of the construction site so as to obtain and output the corresponding instant resolution;
the instruction extraction equipment is connected with the resolution identification equipment and used for receiving the instant resolution and sending a first control instruction when the instant resolution is greater than or equal to the preset resolution threshold;
the instruction extraction equipment is also used for sending a second control instruction when the instant resolution is smaller than the preset resolution threshold;
the power supply control device is connected with the instruction extraction device and used for recovering the power input to the geometric correction device, the deformity correction device and the gamma correction device when receiving a first control instruction;
the power supply control device is used for cutting off the power input to the geometry correction device, the deformity correction device and the gamma correction device when receiving a second control instruction;
the geometric correction device is used for receiving the construction site image, and executing geometric correction processing on a cyan component sub-image formed by cyan components of each pixel point in the construction site image to obtain a first corrected image;
a malformation correcting device for receiving the worksite image, performing malformation correcting processing on a magenta component subimage composed of magenta components of respective pixel points in the worksite image to obtain a first corrected image, and performing malformation correcting processing on a yellow component subimage composed of yellow components of respective pixel points in the worksite image to obtain a second corrected image;
a gamma correction device for receiving the site image, and performing gamma correction processing on a black component sub-image composed of black components of each pixel point in the site image to obtain a second corrected image;
an image output device respectively connected to the geometry correction device, the deformity correction device, and the gamma correction device, for combining the first corrected image, the second corrected image, the first corrected image, and the second corrected image to obtain corresponding parameter-processed images, and outputting the parameter-processed images;
the expansion corrosion equipment is connected with the image output equipment and is used for executing expansion-first corrosion-later treatment on the parameter processing image so as to obtain an expansion corrosion image;
wherein, in the data conversion device, determining the required number of earth-moving vehicles based on the volume sum, the volume of each earth-moving vehicle and the city allowable departure frequency comprises: the sum of the volumes is proportional to the number of earth moving vehicles, the volume of each earth moving vehicle is inversely proportional to the number of earth moving vehicles, and the city departure allowable frequency is inversely proportional to the number of earth moving vehicles.
5. The construction site data analysis system of claim 4, wherein the system further comprises:
and the power line communication equipment is connected with the expansion corrosion equipment and used for receiving the expansion corrosion image and sending the expansion corrosion image through a power line communication link.
6. The construction site data analysis system of claim 5, wherein the system further comprises:
the first terminal analysis device is connected with the output interface of the volume extraction device and used for detecting the number of the terminals currently used by the output interface of the volume extraction device to be output as the total number of the first interface terminals;
and the second terminal analysis equipment is connected with the output interface of the soil heap analysis equipment and is used for detecting the number of the terminals currently used by the output interface of the soil heap analysis equipment to output as the total number of the second interface terminals.
7. The construction site data analysis system of claim 6, wherein the system further comprises:
an SOC control chip connected to the first terminal analyzing device and the second terminal analyzing device, respectively, disposed at an intermediate position between the volume extracting device and the soil heap analyzing device, for receiving the total number of the first interface terminals and the total number of the second interface terminals, multiplying the total number of the first interface terminals by a first coefficient to obtain a first product, multiplying the total number of the second interface terminals by a second coefficient to obtain a second product, and outputting a reference terminal number obtained by adding the first product and the second product;
wherein, in the SOC control chip, the first coefficient and the second coefficient are different in size, and a sum of the first coefficient and the second coefficient is 1.
8. The construction site data analysis system of claim 7, wherein the system further comprises:
and the power-saving processing equipment is respectively connected with the SOC control chip and the data conversion equipment, is used for controlling the data conversion equipment to enter a non-power-saving mode from the power-saving mode when the number of the received reference terminals exceeds the limit, and is also used for controlling the data conversion equipment to enter the power-saving mode from the non-power-saving mode when the number of the received reference terminals does not exceed the limit.
9. The construction site data analysis system of claim 8, wherein the system further comprises:
the complexity adjusting device is respectively connected with the SOC control chip and the device D and is used for controlling the device D to improve the operation complexity of the device D to obtain result data with higher precision when the number of the received reference terminals exceeds the limit;
wherein the complexity adjustment device is further configured to control the device D to maintain its current computational complexity when the number of received reference terminals is not exceeded.
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| CN201910214323.3A CN111047545A (en) | 2019-03-20 | 2019-03-20 | Construction site data analysis system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113066045A (en) * | 2020-10-18 | 2021-07-02 | 无锡臻永科技有限公司 | Transmission performance analysis system |
| CN113763362A (en) * | 2021-09-09 | 2021-12-07 | 无锡联友塑业有限公司 | Intelligent underwater image detection processing system |
| CN116479718A (en) * | 2023-05-06 | 2023-07-25 | 宁波中海建材有限公司 | Intelligent concrete processing system based on area detection |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150022640A1 (en) * | 2013-07-22 | 2015-01-22 | Hexagon Technology Center Gmbh | Method and system for volume determination using a structure from motion algorithm |
| CN107301533A (en) * | 2017-06-30 | 2017-10-27 | 合肥贺财工程项目管理有限公司 | A kind of civil engineering project earthwork transportation supervisory systems |
| CN207502962U (en) * | 2017-09-26 | 2018-06-15 | 河南省公路工程局集团有限公司 | Dust from construction sites detects automaton |
| CN108418867A (en) * | 2018-02-08 | 2018-08-17 | 苏州锵创智能设备有限公司 | A kind of method of environmental monitoring preventing human interference |
| CN109194737A (en) * | 2018-08-31 | 2019-01-11 | 安徽金鹏建设集团股份有限公司 | A kind of Architectural Engineering Environment monitoring system |
| CN109272542A (en) * | 2018-08-24 | 2019-01-25 | 华南理工大学 | A kind of determination method of three-dimension object volume |
-
2019
- 2019-03-20 CN CN201910214323.3A patent/CN111047545A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150022640A1 (en) * | 2013-07-22 | 2015-01-22 | Hexagon Technology Center Gmbh | Method and system for volume determination using a structure from motion algorithm |
| CN107301533A (en) * | 2017-06-30 | 2017-10-27 | 合肥贺财工程项目管理有限公司 | A kind of civil engineering project earthwork transportation supervisory systems |
| CN207502962U (en) * | 2017-09-26 | 2018-06-15 | 河南省公路工程局集团有限公司 | Dust from construction sites detects automaton |
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