CN110532719A - A kind of construction site Method of Earthwok Calculation and device - Google Patents
A kind of construction site Method of Earthwok Calculation and device Download PDFInfo
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Abstract
The invention discloses a kind of construction site Method of Earthwok Calculation, comprising: obtains the point cloud data of construction site and generates the DTM model on place surface；Creation Site Design model simultaneously adjusts Site Design model；By DTM model and Site Design model integration and obtain excavation region and embankment region；The earth volume of construction site is calculated according to excavation region and embankment region.The invention also discloses a kind of construction site Earthwork Calculation devices applied to above-mentioned construction site Method of Earthwok Calculation.Above-mentioned construction site Method of Earthwok Calculation can solve tradition using the huge workload of manual calculation, reduce it is artificial calculate bring error, and huge ground point cloud data can also substantially reduce due to traditional measurement number of control points is limited and bring error；Construction personnel can be rationally efficient to carry out levelling of the land construction according to the distribution of calculated earth volume organizing construction machinery and personnel.
Description
Technical field
The present invention relates to technical field of building construction, in particular to a kind of construction site Method of Earthwok Calculation.The present invention
Further relate to a kind of construction site Earthwork Calculation device applied to above-mentioned construction site Method of Earthwok Calculation.
Background technique
The mode of construction site Earthwork calculation, the place provided usually before project kickoff according to owner are provided at this stage
Plane coordinates and bench mark establish a plane coordinates SURVEYING CONTROL NETWORK within the scope of levelling of the land, and need to meet correlation
Specifications of surveys requirement, will also in conjunction in place municipal pipeline and cable situation make corresponding safeguard procedures.According to measurement
Data establish plane survey control net, and when live levelling of the land, survey crew releases construction red line, indicate excavation or return
Absolute altitude is filled out, engineering staff's tissue mechanical manually excavates, however in complicated place digging process, this organizational form effect
Rate is low, can not specify excavation project amount, cannot accomplish reasonable distribution for the arrangement of construction machinery and personnel, and pass through people
The SURVEYING CONTROL NETWORK coordinate point that work is established is limited, and it is huge to will lead to the artificial earthwork excavated volume that calculates in this way, calculates cumbersome.Cause
This, the measurement net obtained by manual measurement generally can only obtain total earth volume, and this earthwork by software calculating again
Amount is changed greatly according to the quantity variance of measuring point, and for complicated landform, excavation interlocks with embankment plot, and both the above mode is equal
It is difficult to the earth volume of effective and reasonable calculating complex site, causes to bring very hemp to construction cost, cost final accounts, site tissue
It is tired.
Therefore, how to avoid due to be difficult to calculate the earth volume of construction site effective and reasonablely and cause to construction cost,
Cost final accounts, site tissue, which make troubles, to be a technical problem that technical personnel in the field need to solve at present.
Summary of the invention
The object of the present invention is to provide a kind of construction site Method of Earthwok Calculation, which can be improved complicated field
The accuracy of ground Earthwork Calculation solves the huge workload of complicated construction place Earthwork calculation, improves the earthwork meter of complicated landform
Precision is calculated, is improved efficiency during organizing complex site smooth for engineering staff, provides data supporting for budgeter.
It is a further object of the present invention to provide a kind of construction site applied to above-mentioned construction site Method of Earthwok Calculation cubic metre of earth meters
Calculate device.
To achieve the above object, the present invention provides a kind of construction site Method of Earthwok Calculation, comprising:
It obtains the point cloud data of construction site and generates the DTM model on place surface；
Creation Site Design model simultaneously adjusts the Site Design model；
By the DTM model and the Site Design model integration and obtain excavation region and embankment region；
The earth volume of construction site is calculated according to the excavation region and the embankment region.
Optionally, the point cloud data for obtaining construction site and the step of generate the DTM model on place surface, comprising:
Construction site is scanned by spatial digitizer and obtains the point cloud data；
The point cloud data is imported in rhino software and generates the DTM model.
Optionally, before described the step of scanning construction site by spatial digitizer and obtain the point cloud data, also
Include:
The scanning accuracy of the spatial digitizer is set according to construction site situation.
Optionally, the creation Site Design model and the step of adjust the Site Design model, comprising:
Obtain the smooth contour design drawing in construction site；
The smooth contour design drawing in the construction site is converted into the drawing of dwg format and imports civil3D software
It is middle to generate the Site Design model.
Optionally, described by the DTM model and the Site Design model integration and to obtain excavation region and embankment area
Before the step of domain, further includes:
The Site Design model conversion at dwg format and is imported into rhino software；
The uniform coordinate in rhino software by the DTM model and the Site Design model.
Optionally, described by the DTM model and the Site Design model integration and to obtain excavation region and embankment area
The step of domain, comprising:
Obtain the display portion that the DTM model and the Site Design model are overlapping up and down；
The excavation region and the embankment region are divided according to the display portion.
Optionally, the point cloud data for obtaining construction site and the step of generate the DTM model on place surface after, also
Include:
The horizontal projected area S of each piece of grid surface is obtained according to the DTM modeli。
Optionally, the step of the earth volume that construction site is calculated according to the excavation region and the embankment region
Suddenly, comprising:
Edit operation program group；
By on DTM model surface described in the operation program group batch extracting with the excavation region and/or described fill out
The corresponding three-dimensional point data in square region；
By the three-dimensional point data orthographic projection to the Site Design model surface and obtain and the three-dimensional point data one
One corresponding height Hi；
According to VAlways=∑ Si×HiCalculate the earth volume of construction site.
The present invention also provides a kind of construction site Earthwork Calculation devices, are applied to construction site described in any of the above embodiments
Method of Earthwok Calculation, comprising:
First creation module, DTM model of first creation module to generate place surface；
Second creation module, second creation module is to generate Site Design model；
Module is integrated, the module of integrating is to integrate the DTM model and the Site Design model and obtain excavation
Region and embankment region；
Computing module, the computing module is to be calculated construction field according to the excavation region and the embankment region
The earth volume on ground.
Optionally, the computing module includes:
First arithmetic element, first arithmetic element is to edit operation program group；
Second arithmetic element, second arithmetic element is to pass through DTM mould described in the operation program group batch extracting
Three-dimensional point data corresponding with the excavation region and/or the embankment region on type surface；
Third arithmetic element, the third arithmetic element is to by the three-dimensional point data orthographic projection to the Site Design
Model surface simultaneously obtains and the one-to-one height H of the three-dimensional point datai；
4th arithmetic element, the 4th arithmetic element is to according to VAlways=∑ Si×HiCalculate the earth volume of construction site.
Relative to above-mentioned background technique, the present invention is required for the different of construction place Earthwork Calculation, is devised
A kind of construction site Method of Earthwok Calculation, specifically, above-mentioned construction site Method of Earthwok Calculation, comprising: the first step obtains
It takes the point cloud data of construction site and generates the DTM model on place surface according to point cloud data；Second step creates Site Design mould
Type simultaneously adjusts Site Design model；Third step by DTM model and Site Design model integration and obtains excavation region and embankment area
Domain；The earth volume of construction site is calculated according to excavation region and embankment region for 4th step.Meanwhile in above-mentioned construction site
On the basis of Method of Earthwok Calculation, a kind of construction site soil applied to above-mentioned construction site Method of Earthwok Calculation is also provided
Square device for calculating, the device include: the first creation module, the second creation module, integrate module and computing module, wherein the
DTM model of one creation module to generate place surface；Second creation module is to generate Site Design model；Integrate module
To integrate DTM model and Site Design model and obtain excavation region and embankment region；Computing module is to according to excavation zone
The earth volume of construction site is calculated in domain and embankment region.
So, the DTM model and Site Design model for obtaining place surface respectively first, then integrate DTM model
With Site Design model and obtain excavation region and embankment region, be finally calculated according to above-mentioned excavation region and embankment region
The earth volume of construction site.Above-mentioned calculation method can largely put cloud number with the acquisition construction site topographical surface of fast accurate
According to relative to the grid coordinate control point that traditional measurement obtains, the point cloud data that this calculation method obtains is more, acquisition speed
Fastly, the data precision is high；Furthermore in conjunction with two models of creation, i.e. DTM model and Site Design model can be distinguished intuitively
Excavation and embankment region, meanwhile, then by excavation and embankment region can each region of calculating rapidly and efficiently excavation with
Embankment data, and the precision of data is higher, so as to solve tradition using the huge workload of manual calculation, reduces artificial
Calculate bring error, and huge ground point cloud data can also substantially reduce since traditional measurement number of control points is limited and
Bring error；Construction personnel can be rationally efficient according to the distribution of calculated earth volume organizing construction machinery and personnel
Levelling of the land construction is carried out, to improve efficiency during organizing complex site smooth, while providing number for budgeter
According to support.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
The embodiment of invention for those of ordinary skill in the art without creative efforts, can also basis
The attached drawing of offer obtains other attached drawings.
Fig. 1 is a kind of flow chart of construction site Method of Earthwok Calculation disclosed by the embodiments of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Core of the invention is to provide a kind of construction site Method of Earthwok Calculation, which can be improved complicated field
The accuracy of ground Earthwork Calculation solves the huge workload of complicated construction place Earthwork calculation, improves the earthwork meter of complicated landform
Precision is calculated, is improved efficiency during organizing complex site smooth for engineering staff, provides data supporting for budgeter.
Another core of the invention is to provide a kind of construction site applied to above-mentioned construction site Method of Earthwok Calculation cubic metre of earth meter
Calculate device.
In order to make those skilled in the art more fully understand the present invention program, with reference to the accompanying drawing and it is embodied
The present invention is described in further detail for mode.
Referring to FIG. 1, Fig. 1 is a kind of flow chart of construction site Method of Earthwok Calculation disclosed by the embodiments of the present invention.
Construction site Method of Earthwok Calculation provided by the embodiment of the present invention, comprising: S1: the point cloud of construction site is obtained
Data and the DTM model for generating place surface；S2: creation Site Design model simultaneously adjusts Site Design model；S3: by DTM mould
Type and Site Design model integration simultaneously obtain excavation region and embankment region；S4: it is calculated according to excavation region and embankment region
To the earth volume of construction site.
That is, obtaining the DTM model and Site Design model on place surface respectively first, DTM model is then integrated
With Site Design model and obtain excavation region and embankment region, be finally calculated according to above-mentioned excavation region and embankment region
The earth volume of construction site；Above-mentioned calculation method can largely put cloud number with the acquisition construction site topographical surface of fast accurate
According to relative to the grid coordinate control point that traditional measurement obtains, the point cloud data that this calculation method obtains is more, acquisition speed
Fastly, the data precision is high；Furthermore in conjunction with two models of creation, i.e. DTM model and Site Design model can be distinguished intuitively
Excavation and embankment region, meanwhile, then by excavation and embankment region can each region of calculating rapidly and efficiently excavation with
Embankment data, and the precision of data is higher, so as to solve tradition using the huge workload of manual calculation, reduces artificial
Calculate bring error, and huge ground point cloud data can also substantially reduce since traditional measurement number of control points is limited and
Bring error；Construction personnel can be rationally efficient according to the distribution of calculated earth volume organizing construction machinery and personnel
Levelling of the land construction is carried out, to improve efficiency during organizing complex site smooth, while providing number for budgeter
According to support.
Further, the point cloud data of above-mentioned acquisition construction site and generate place surface DTM model process it is specific
Are as follows: the first step scans construction site by spatial digitizer and obtains point cloud data；Point cloud data is imported rhino by second step
DTM model is generated in software.In addition, before the step of scanning construction site by spatial digitizer and obtaining point cloud data also
It include: the scanning accuracy that spatial digitizer is set according to construction site situation.
That is, before complicated levelling of the land construction, by survey crew using spatial digitizer to site contour into
Row scanning, by scanning obtained point cloud data, and generates grid surface DTM according to the point cloud data of acquisition in rhino software
Model, surface point cloud precision can be set as 2cm in this model, and certainly, spatial digitizer scanning accuracy can be according to place
Size, complexity, project demands etc. adjust.Relative to the grid coordinate control point that traditional measurement obtains, three are utilized
Tieing up scanner can be with a large amount of point cloud data of acquisition topographical surface of fast accurate, and acquisition speed is fast, the data precision is high.
Further, it in S2, that is, the step of creating Site Design model and adjust Site Design model, specifically can wrap
Include: the first step obtains the smooth contour design drawing in construction site；Second step, by the smooth contour design drawing in construction site
It is converted to the drawing of dwg format and imports generation Site Design model in civil3D software.Above-mentioned construction site contour design
Drawing after obtaining drawing, drawing can be imported into civil3D, to generate place by relevant design department design planning
It designs a model, finally model is adjusted again, to reduce the error of computer-generated model, set by what civil3D was established
Meter place model obtains ground model with scanning and combines, and can intuitively distinguish excavation and embankment region.
By DTM model and Site Design model integration and excavation region and embankment region are obtained it should be noted that above-mentioned
The step of before further include: firstly, Site Design model conversion at dwg format and is imported rhino software；Then, by DTM mould
Type and Site Design the model uniform coordinate in rhino software.The purpose for the arrangement is that software function can be utilized two materials
Matter is distinguished so that the later period compares and marks off excavated-in t4 region.
In S3, i.e., by DTM model and Site Design model integration and the step of obtaining excavation region and embankment region it is specific
It may include: the first step, obtain the display portion that DTM model and Site Design model are overlapping up and down；Second step, according to aobvious
Show that part divides excavation region and embankment region.Specifically, two models are integrated in Parameterized Software rhino, and adjusted
Two model materials are finally overlapped display situation according to two models up and down and divide excavation and embankment region.
In order to optimize above-described embodiment, is obtaining the point cloud data of construction site and generating the DTM model on place surface
After step, the horizontal projected area S of each piece of grid surface can also be obtained according to the DTM model of acquisitioni；In other words, In
The landform three-dimensional grid surface model generated in parametric modeling software rhino, i.e. DTM model, the model include numerous small grids
Face, each piece of grid surface horizontal projected area are denoted as Si。
In addition, in S4, i.e., the step of earth volume of construction site being calculated according to excavation region and embankment region, specifically
It may include: the first step, edit operation program group；Second step, by operation program group batch extracting DTM model surface with digging
The corresponding three-dimensional point data in square region and/or embankment region；Third step, by three-dimensional point data orthographic projection to Site Design model table
Face simultaneously obtains and the one-to-one height H of three-dimensional point datai；4th step, according to VAlways=∑ Si×HiCalculate the earthwork of construction site
Amount.
Certainly, according to actual needs, operation can be edited using parametrization plug-in unit grasshopper in rhino software
Program groups, the function of operation program group are according in the excavation region of division and/or embankment region batch extracting scanning landform
The orthographic projection of three-dimensional point information to design place model surface and is obtained each point by the surface three dimension point information in the corresponding region
Corresponding height Hi, finally according to VAlways=∑ Si×HiCalculate the earth volume of construction site.It is quickly high by above-mentioned operation program group
The excavation and embankment data, the i.e. excavation amount of construction site in each region of the calculating of effect.
Further, it is also possible to which excavated-in t4 data are combined with the threedimensional model that scanning obtains, and earth excavation scheme is worked out,
Site operation personnel can optimize place earthwork transportation according to the earth excavation scheme rationalization mechanical one-shift, rationally high
The carry out levelling of the land construction of effect.
Meanwhile on the basis of above-mentioned construction site Method of Earthwok Calculation, also provide a kind of applied to above-mentioned construction field
The construction site Earthwork Calculation device of ground Method of Earthwok Calculation, the device include: the first creation module, the second creation mould
Block integrates module and computing module, wherein the first creation module is used to generate the DTM model on place surface；Second creation module
For generating Site Design model；Module is integrated for integrating DTM model and Site Design model and obtaining excavation region and fill out
Square region；Computing module is used to be calculated the earth volume of construction site according to excavation region and embankment region.
Further, above-mentioned module of integrating includes: the first integral unit and the second integral unit, wherein the first integral unit
The display portion being overlapping up and down for obtaining DTM model and Site Design model；Second integral unit is used for according to display
Part divides excavation region and embankment region.
On the basis of the above, above-mentioned computing module includes: the first arithmetic element, the second arithmetic element, third arithmetic element
With the 4th arithmetic element, wherein the first arithmetic element is for editing operation program group；Second arithmetic element is used to pass through operation journey
Three-dimensional point data corresponding with excavation region and/or embankment region on sequence group batch extracting DTM model surface；Third arithmetic element
For by three-dimensional point data orthographic projection to Site Design model surface and obtaining and the three-dimensional one-to-one height H of point datai；The
Four arithmetic elements are used for according to VAlways=∑ Si×HiCalculate the earth volume of construction site.
It should be noted that in the present specification, such as first and second etc relational terms are used merely to one
Entity is distinguished with other several entities, and without necessarily requiring or implying between these entities, there are any this actual
Relationship or sequence.
Construction site Method of Earthwok Calculation provided by the present invention and device are described in detail above.Herein
Apply that a specific example illustrates the principle and implementation of the invention, the explanation of above example is only intended to help
Understand method and its core concept of the invention.It should be pointed out that for those skilled in the art, not taking off
, can be with several improvements and modifications are made to the present invention under the premise of from the principle of the invention, these improvement and modification also fall into this
In invention scope of protection of the claims.
Claims (10)
1. a kind of construction site Method of Earthwok Calculation characterized by comprising
It obtains the point cloud data of construction site and generates the DTM model on place surface；
Creation Site Design model simultaneously adjusts the Site Design model；
By the DTM model and the Site Design model integration and obtain excavation region and embankment region；
The earth volume of construction site is calculated according to the excavation region and the embankment region.
2. construction site Method of Earthwok Calculation according to claim 1, which is characterized in that the acquisition construction site
Point cloud data and the step of generate the DTM model on place surface, comprising:
Construction site is scanned by spatial digitizer and obtains the point cloud data；
The point cloud data is imported in rhino software and generates the DTM model.
3. construction site Method of Earthwok Calculation according to claim 2, which is characterized in that described to pass through spatial digitizer
Before the step of scanning construction site and obtaining the point cloud data, further includes:
The scanning accuracy of the spatial digitizer is set according to construction site situation.
4. construction site Method of Earthwok Calculation according to claim 1, which is characterized in that the creation Site Design mould
Type and the step of adjust the Site Design model, comprising:
Obtain the smooth contour design drawing in construction site；
The smooth contour design drawing in the construction site is converted into the drawing of dwg format and is imported raw in civil3D software
At the Site Design model.
5. construction site Method of Earthwok Calculation according to claim 1, which is characterized in that described by the DTM model
Before with the Site Design model integration and the step of obtain excavation region and embankment region, further includes:
The Site Design model conversion at dwg format and is imported into rhino software；
The uniform coordinate in rhino software by the DTM model and the Site Design model.
6. construction site Method of Earthwok Calculation according to claim 5, which is characterized in that described by the DTM model
With the Site Design model integration and the step of obtain excavation region and embankment region, comprising:
Obtain the display portion that the DTM model and the Site Design model are overlapping up and down；
The excavation region and the embankment region are divided according to the display portion.
7. construction site Method of Earthwok Calculation according to any one of claims 1 to 6, which is characterized in that the acquisition
The point cloud data of construction site and the step of generate the DTM model on place surface after, further includes:
The horizontal projected area S of each piece of grid surface is obtained according to the DTM modeli。
8. construction site Method of Earthwok Calculation according to claim 7, which is characterized in that described according to the excavation zone
The step of earth volume of construction site is calculated in domain and the embankment region, comprising:
Edit operation program group；
By on DTM model surface described in the operation program group batch extracting with the excavation region and/or the embankment area
The corresponding three-dimensional point data in domain；
The three-dimensional point data orthographic projection to the Site Design model surface and acquisition and the three-dimensional point data is right one by one
The height H answeredi；
According to VAlways=∑ Si×HiCalculate the earth volume of construction site.
9. a kind of construction site Earthwork Calculation device, which is characterized in that be applied to the described in any item construction sites above-mentioned 1-8
Method of Earthwok Calculation, comprising:
First creation module, DTM model of first creation module to generate place surface；
Second creation module, second creation module is to generate Site Design model；
Module is integrated, the module of integrating is to integrate the DTM model and the Site Design model and obtain excavation region
With embankment region；
Computing module, the computing module is to be calculated construction site according to the excavation region and the embankment region
Earth volume.
10. Earthwork Calculation device in construction site according to claim 9, which is characterized in that the computing module includes:
First arithmetic element, first arithmetic element is to edit operation program group；
Second arithmetic element, second arithmetic element is to pass through DTM model table described in the operation program group batch extracting
Three-dimensional point data corresponding with the excavation region and/or the embankment region on face；
Third arithmetic element, the third arithmetic element is to by the three-dimensional point data orthographic projection to the Site Design model
Surface simultaneously obtains and the one-to-one height H of the three-dimensional point datai；
4th arithmetic element, the 4th arithmetic element is to according to VAlways=∑ Si×HiCalculate the earth volume of construction site.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111667569A (en) * | 2020-06-02 | 2020-09-15 | 重庆数地科技有限公司 | Three-dimensional real-scene earthwork visual accurate measuring and calculating method based on Rhino and Grasshopper |
| CN112765708A (en) * | 2021-01-05 | 2021-05-07 | 厦门中建东北设计院有限公司 | BIM-based earth and stone volume calculation method, system, equipment and storage medium |
| CN112861222A (en) * | 2021-01-25 | 2021-05-28 | 中交广州航道局有限公司 | Earthwork calculation method and device capable of distinguishing soil quality |
| CN113638463A (en) * | 2021-07-19 | 2021-11-12 | 中联重科土方机械有限公司 | Excavator operation guiding method, device and system |
| CN114612629A (en) * | 2022-03-15 | 2022-06-10 | 中科海慧（北京）科技有限公司 | Method and system for calculating volume of excavated earth and stone of mineral resources |
| CN114838713A (en) * | 2022-04-01 | 2022-08-02 | 湖南理工学院 | Three-dimensional point cloud data-based bank collapse treatment construction amount measuring and calculating system |
| CN114840899A (en) * | 2022-05-17 | 2022-08-02 | 中国建筑第二工程局有限公司 | BIM-based three-dimensional scanning earthwork balance analysis method and device |
| CN115482269A (en) * | 2022-09-22 | 2022-12-16 | 佳都科技集团股份有限公司 | Method and device for calculating earth volume, terminal equipment and storage medium |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103090791A (en) * | 2013-01-08 | 2013-05-08 | 中联重科股份有限公司 | Measurement system, method and device of scattered materials and material piling and taking control system |
| CN104778720A (en) * | 2015-05-07 | 2015-07-15 | 东南大学 | Rapid volume measurement method based on spatial invariant feature |
| CN105783810A (en) * | 2016-04-15 | 2016-07-20 | 昆山数字城市信息技术有限公司 | Earthwork quantity measuring method based on UAV photographic technology |
| CN106767710A (en) * | 2016-12-22 | 2017-05-31 | 上海华测导航技术股份有限公司 | A kind of Earth Volume of Road Engineering measuring method and system |
| US20170205534A1 (en) * | 2014-07-15 | 2017-07-20 | R.O.G. S.R.O. | Method of measurement, processing and use of the data of the digital terrain model for objective evaluation of geometric parameters of measured object surfaces of the constructional parts and measuring device for performing the method |
| CN107330140A (en) * | 2017-05-19 | 2017-11-07 | 河北省电力勘测设计研究院 | The method that transformer station is quickly vertically arranged is realized based on BIM technology |
| CN109949282A (en) * | 2019-03-12 | 2019-06-28 | 中国电建集团中南勘测设计研究院有限公司 | A kind of method for computing work amount based on oblique photograph measurement threedimensional model |
-
2019
- 2019-09-04 CN CN201910832834.1A patent/CN110532719A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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Application publication date: 20191203 |