CN111221930A - Ground texture data application platform for urban planning and construction - Google Patents
Ground texture data application platform for urban planning and construction Download PDFInfo
- Publication number
- CN111221930A CN111221930A CN201911143534.9A CN201911143534A CN111221930A CN 111221930 A CN111221930 A CN 111221930A CN 201911143534 A CN201911143534 A CN 201911143534A CN 111221930 A CN111221930 A CN 111221930A
- Authority
- CN
- China
- Prior art keywords
- data
- unit
- project
- platform
- urban
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 238000013439 planning Methods 0.000 title claims abstract description 19
- 238000007726 management method Methods 0.000 claims abstract description 34
- 238000004458 analytical method Methods 0.000 claims abstract description 22
- 238000013500 data storage Methods 0.000 claims abstract description 19
- 230000010354 integration Effects 0.000 claims abstract description 9
- 238000004364 calculation method Methods 0.000 claims description 43
- 238000012360 testing method Methods 0.000 claims description 33
- 238000013523 data management Methods 0.000 claims description 10
- 230000003068 static effect Effects 0.000 claims description 8
- 230000000007 visual effect Effects 0.000 claims description 7
- 238000013506 data mapping Methods 0.000 claims description 3
- 238000013479 data entry Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000012800 visualization Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 24
- 239000002689 soil Substances 0.000 description 24
- 238000005553 drilling Methods 0.000 description 23
- 239000010410 layer Substances 0.000 description 16
- 238000011156 evaluation Methods 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 238000010586 diagram Methods 0.000 description 10
- 230000008676 import Effects 0.000 description 10
- 230000008569 process Effects 0.000 description 9
- 238000012937 correction Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 230000035515 penetration Effects 0.000 description 5
- 238000004088 simulation Methods 0.000 description 5
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000007405 data analysis Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 206010011985 Decubitus ulcer Diseases 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000013499 data model Methods 0.000 description 2
- 238000011835 investigation Methods 0.000 description 2
- 238000013507 mapping Methods 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 229920006395 saturated elastomer Polymers 0.000 description 2
- 238000007619 statistical method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000011077 uniformity evaluation Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000012217 deletion Methods 0.000 description 1
- 230000037430 deletion Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000003340 mental effect Effects 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000004181 pedogenesis Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 238000003900 soil pollution Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F16/00—Information retrieval; Database structures therefor; File system structures therefor
- G06F16/20—Information retrieval; Database structures therefor; File system structures therefor of structured data, e.g. relational data
- G06F16/29—Geographical information databases
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
Landscapes
- Engineering & Computer Science (AREA)
- Theoretical Computer Science (AREA)
- Physics & Mathematics (AREA)
- Databases & Information Systems (AREA)
- Business, Economics & Management (AREA)
- General Physics & Mathematics (AREA)
- Human Resources & Organizations (AREA)
- Strategic Management (AREA)
- Tourism & Hospitality (AREA)
- Primary Health Care (AREA)
- General Business, Economics & Management (AREA)
- Marketing (AREA)
- General Health & Medical Sciences (AREA)
- Economics (AREA)
- Health & Medical Sciences (AREA)
- Remote Sensing (AREA)
- Data Mining & Analysis (AREA)
- General Engineering & Computer Science (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention relates to the technical field of urban construction, in particular to a ground texture data application platform for urban planning construction, wherein the application platform is a BS framework and comprises a core platform server, a background management module, a data application module, a data storage module and a data entry unit which are all connected with the core platform server; the data application module comprises a project integration unit, a project scheme unit and a project analysis unit; the data storage module comprises a data unit, an item data unit and a graphic data unit. By the technical scheme, when a building project is created, a project outline document and budget can be obtained only by inputting key data and calibration data; according to the requirements of the existing urban geological data and project data, a three-dimensional visualization effect of a site can be obtained, and the detailed data effect during construction can be visually displayed; the client can upload the project data of the client voluntarily so as to achieve the collection and the greater sharing of the urban geological data.
Description
Technical Field
The invention relates to the technical field of urban construction, in particular to a ground texture data application platform for urban planning and construction.
Background
Urban geology is a branch subject of geology and is a subject for planning, managing and governing urban areas, urban dense areas and urban mass areas by applying geological principles, methods and geological data. The method mainly comprises the steps of urban building environment, foundation stability investigation and regional stability evaluation, water supply condition investigation, geological disaster prevention and treatment, delineation of building material mineral products, waste discharge, water and soil pollution and other problems and treatment thereof, and research of other problems related to urban geological environment.
Urban construction is an important component of urban management, the urban construction is based on planning, urban living environment is transformed through construction engineering, various material facilities in an urban system are constructed, the content of the urban construction comprises physical forms of the material facilities in the urban system, basic and stage work which creates good conditions for managing cities is provided, the process and the periodicity are obvious, the cities are planned and built and put into operation and play functions, service is provided, good living environment is really created for the citizens, normal life of the citizens is guaranteed, urban economic social development is served, therefore, the urban construction is finally served for urban operation based on the urban planning, and the urban construction is divided into urban mental civilization construction and building physical construction.
When the building is built in a real object, the geological data of a city is the most important and is a necessary condition before the construction of all engineering projects, and more reasonable and scientific construction schemes and planning designs can be obtained through the evaluation, research and analysis of the geological data. However, the existing urban engineering project is mostly self-testing data during construction, so that time and labor are wasted, and resources cannot be shared; when few officer data are available, the data are simple, and a large amount of calculation is needed during application, so that the utilization rate of geological data of cities is not high.
Disclosure of Invention
In order to solve the technical problems, the invention provides a ground texture data application platform for urban planning and construction, which can provide more comprehensive and visual data, more reasonable estimation and maximized shared resources during urban project construction.
The invention relates to a ground texture data application platform for city planning construction, which is a BS framework and comprises a core platform server, a background management module, a data application module, a data storage module and a data management unit, wherein the background management module, the data application module, the data storage module and the data management unit are all connected with the core platform server; the data application module comprises a project integration unit, a project scheme unit and a project analysis unit; the data storage module comprises a data unit, an item data unit and a graphic data unit.
Preferably, the data application module further comprises a three-dimensional visual unit.
Preferably, the project integration unit includes a project management unit and a project information unit.
Preferably, the project analysis unit comprises a data display query unit, a data mapping unit, a data statistics unit, a geotechnical test calculation unit, a hydrogeological calculation unit and a result report unit.
Preferably, the background management module comprises a platform user account management module and a right management module; the platform user account management module comprises a user account registration unit, an account data management unit and an account auditing unit; the authority management module comprises a platform function authority unit and an item data authority management unit.
Preferably, the data storage module manages the data unit, the project data unit and the graphic data unit respectively by using MongoDB, MySQL and MagGIS, and the data storage module, the project data unit and the graphic data unit are all connected with the data application module.
Preferably, the data entered by the data management unit includes huaning data, justice data, geotechnical test data, static test data or database raw data.
Compared with the prior art, the invention has the beneficial effects that:
1. the project can be created in the data application module through the data of the data storage module, and the project schema document and the budget can be obtained only by inputting the key data and the calibration data;
2. through the three-dimensional visual unit, according to the requirements of the current urban geological data and project data, a three-dimensional visual effect of a site can be obtained, and the detailed data effect during construction can be visually displayed;
3. by means of a background management module operation management method, users can upload project data of the users voluntarily, and accordingly collection and large sharing of urban geological data are achieved.
Drawings
FIG. 1 is a schematic diagram of the frame construction of the present invention;
FIG. 2 is a schematic diagram of a framework of an item analysis unit according to the present invention;
FIG. 3 is a schematic view of a data entry analysis flow of the present invention;
FIGS. 4-46 are diagrams of the application platform computer operating interface of the present invention.
Detailed Description
The following detailed description of embodiments of the present invention is provided in connection with the accompanying drawings and examples. The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention.
As shown in fig. 1 to fig. 3, the application platform of the present invention is a BS architecture, and includes a core platform server, and a background management module, a data application module, a data storage module, and a data entry unit, which are all connected to the core platform server; the data application module comprises a project integration unit, a project scheme unit and a project analysis unit; the data storage module comprises a data unit, an item data unit and a graphic data unit.
Introduction of the application platform using process:
the large geological data application platform provided by the invention is a BS (browser/server) framework, and a user can log in on the network through a user terminal (a PC (personal computer) terminal or a mobile phone terminal) and register an account under a background management module through a platform system. In the personal account, a user can search and screen source data in the existing urban geological data in a platform required by the user, wherein the source data comprises data, project data and graphic data; in addition, a user can directly create a building project in the project integration unit when needed, can retrieve the current source data of the application platform for application, and can import one or more of the planning books, drawings and own data of the existing project, such as Huaning data, correction data, geotechnical test data or static test data, and perform data inspection unit after the data is filled in by combining with the layout of the building project according to the input data so as to determine that the project data and the drilling data are correct. And the data checking unit is used for confirming and changing the data until the project data and the drilling data are unified if the project data and the drilling data are not unified. After the project data and the drilling data are unified, the data are subjected to service statistics, mapping and evaluation calculation by an application platform core platform, so that a used data model is obtained, wherein the data model comprises drilling basic information, drilling hierarchical data and drilling test data. And analyzing and calculating the data by the project analysis unit to obtain applicable result output including project outline, query retrieval result, professional drawings, statistical report forms, geotechnical test calculation results and the like. The result output is project result data output on the basis of various queries, searches, imaging, analysis and the like of the platform, and the project result data are output according to specific format requirements and organization modes to form a project result report.
The building projects after landing can be selected whether to share the projects according to the user's wishes, the shared building projects are stored in the data storage module and respectively stored in the data unit, the project data unit and the graphic data unit according to the data types, and the shared building projects can be used by other users for reference. The users sharing the resources can obtain preferential rewards of the application platform.
According to the invention, the project comprehensive unit, the project scheme unit and the project analysis unit in the data application module can enable a user to utilize the existing urban geological data to the maximum extent, and the method is convenient to use and accurate in data, and greatly improves the utilization rate of the urban geological data.
1) The project integration unit mainly provides management and maintenance of project basic information, and provides functions of project creation, project information editing, project query and retrieval and the like. The project information editing comprises basic information of projects, project plane diagrams, uploading, managing, deleting and the like of project data.
2) And the project scheme unit mainly provides two functions of batch hole arrangement and project outline. The batch hole arrangement provides various operation modes such as clicking, line segment and polygon to arrange the drill holes, and provides functions of data modification and deletion of the arranged holes. The user can count the data of the arranged holes by using the project outline function, and output the project outline document and budget according to the specified template format.
3) The project analysis unit is a data analysis module developed according to the specific requirements of the work exploration project management business process. The method can be mainly divided into data query and retrieval, generation of achievement drawings, output of statistical reports, geotechnical test calculation, hydrogeological calculation, achievement report output and the like. Wherein, the data query retrieval: and the query and retrieval of the project drilling data are provided, and the query and retrieval comprise drilling basic information, hierarchical data, soil sample sampling information, various test data and the like.
Generating a result graph: and the output function of the result graphs such as drilling hole column diagrams, section diagrams, stratigraphic contour diagrams, project plane diagrams and the like is provided, and the graph is quickly formed according to standard specifications or industry conventions. The user can decide various drawing generation forms through the platform interface operating system. The generated drawing needs to be saved as project result data so as to be called when the project results are output. And modifying the drilling stratum to regenerate the drawing at any time when the project is not finished, and archiving the drawing which is modified last as a project result in the data storage module when the project is finished.
Outputting a statistical form: according to the specified format standard, statistical analysis of various test data is provided, and the output of statistical analysis results into excel reports is supported, wherein the excel reports comprise a standard achievement list, a dynamic penetration test achievement list, an exploration point list, a field hierarchical statistical list, physical and mechanical index statistics and the like.
And (4) calculating in an earth test: according to the national standard, the geotechnical test data analysis and calculation functions are provided, and the geotechnical test data analysis and calculation functions comprise foundation bearing capacity characteristic value calculation, bearing capacity characteristic value depth and width correction, foundation settlement deformation calculation, deep foundation pit resilience deformation calculation, foundation uniformity evaluation, subsidence calculation, silt (sand) liquefaction evaluation, weak lower lying layer checking calculation, pile foundation end resistance side resistance estimation, composite foundation pile end resistance side resistance estimation, single pile bearing capacity calculation, equivalent shear wave velocity calculation, water and soil corrosivity analysis and evaluation and the like.
And calculating the characteristic value of the bearing capacity of the foundation, wherein the characteristic value of the bearing capacity of the foundation of the soil and the characteristic value of the bearing capacity of the rock foundation are calculated by acquiring drilling test data according to national standard specifications with reference to the building foundation basic design specifications GB50007-2011 and the building foundation bearing capacity technical regulations (trial) in the North Hebei province of DB13(J) T48-2005.
And (3) correcting the depth and the width of the bearing capacity characteristic value, inputting data such as the foundation bearing capacity characteristic value, a correction coefficient, the foundation embedment depth, the foundation bottom surface width and the like by a user, acquiring geotechnical test statistical data of a corresponding drilling stratum by a system, and calculating a corrected value of the foundation bearing capacity by applying a formula according to the relation between the stratum depth and the water level.
And (3) calculating the foundation settlement deformation, and calculating the foundation settlement deformation by adopting a hierarchical summation method based on 5.3.5-5.3.8 formulas in 'building foundation design specifications GB 50007-2011'.
And (3) calculating the resilience deformation of the deep foundation pit, and respectively calculating the resilience deformation and the resilience recompression deformation of the foundation based on 5.3.10-5.3.11 formulas in building foundation design specifications GB 50007-2011.
And (3) evaluating the uniformity of the foundation, namely utilizing indexes such as drilling layering and test data query, statistics of the bottom slope of the supporting layer, the first lower horizontal layer, the supporting layer, the thickness difference value between the supporting layer and the lower horizontal layer, uneven coefficients and the like according to the foundation depth specified by a user, and sequentially judging the uniformity of the foundation according to the indexes.
And (3) calculating the amount of the collapsibility, namely calculating the amount of the self-weight collapsibility according to a self-weight collapsibility coefficient and a soil layer thickness application formula and a thickness weighted average, judging the type of the collapsibility according to the amount of the self-weight collapsibility, calculating the amount of the collapsibility according to the type of the collapsibility, the collapsibility coefficient and the soil layer thickness application formula under the substrate and the thickness weighted average, and judging the grade of the collapsibility according to the amount of the self-weight collapsibility. During calculation, the calculation process is calculated and output for each drilling hole.
And (3) evaluating liquefaction of silt (sandy soil), and judging the liquefaction process of the sandy soil according to building earthquake resistance design specification GB50011-2010, wherein the liquefaction process of the sandy soil comprises initial judgment 1, initial judgment 2 and initial judgment 3, calculating a liquefaction index and judging the liquefaction grade. Wherein, the step of initial judgment 1 is skipped, and the judgment is directly started from the condition of initial judgment 2. Initial judgment 2: the clay content percentage of the silt is not less than 10, 13 and 16 at 7 degrees, 8 degrees and 9 degrees respectively, and the silt is judged not to be liquefied. Initial judgment 3: the building of shallow buried natural foundation, when the thickness of the overlying non-liquefied soil layer and the depth of the underground water level meet one of the following conditions, the liquefaction influence can be not considered:
du＞d0+db-2
dw＞d0+db-3
du+dw＞1.5d0+2db-4.5
and (3) standard penetration method judgment liquefaction: and calculating a critical value of the liquefaction judgment standard penetration hammering number within the depth range of 20m below the ground, and judging the saturated soil as liquefied soil when the saturated soil standard trans-parent hammering number (without rod length correction) is less than or equal to the critical value of the liquefaction judgment standard trans-parent hammering number. The liquefaction discrimination criterion penetration hammering number critical value can be calculated according to the following formula: calculating the liquefaction index: for sand soil and silt soil formations which are judged to be liquefiable in the drilling stratum, the liquefaction index of each drilling hole is calculated according to the following formula, and the liquefaction grade is judged according to the index table look-up.
Checking the soft lower decubitus layer, calculating according to the drilled hole, designating the soft lower decubitus layer by a user, and reading related data by a system for calculation; calculating the self-weight pressure value of the soil on the top surface of the weak sub-bedding according to a standard; calculating additional pressure values at the top surfaces of the weak subjacent layers of different types of foundations according to standard standards; comparing the dead weight pressure value plus the additional pressure value with the characteristic value of the bearing capacity of the foundation subjected to the deep correction, and if the value is smaller than the characteristic value, meeting the requirement that the bearing capacity of the foundation of the soft lower lying layer meets the requirement; and storing the data and the result of the calculation process and outputting the calculation result.
Estimating the end resistance and the side resistance of the pile foundation, listing the information of all drilling stratums of the current project, searching judgment condition indexes according to stratum types and standard specifications, performing linear interpolation on range values given by the standards according to the index ranges of the judgment conditions, and calculating the standard value results of the end resistance and the side resistance of different pile foundations by using the statistical values of the indexes.
Estimating the end resistance and the side resistance of the composite foundation pile, listing information of all drilling stratums of the current project, searching judgment condition indexes according to stratum types and standard specifications, performing linear interpolation on range values given by the standards according to the index ranges of the judgment conditions, and calculating end resistance and side resistance standard value results of different pile foundations by using the statistical values of the indexes.
Calculating the bearing capacity of the single pile, and calculating the vertical ultimate bearing capacity of the single pile according to the technical Specification of building pile foundations JGJ 94-2008; searching standard values of end resistance and side resistance in the standard specification according to the stratum information of the bearing stratum; selecting a calculation formula according to different pile foundation types and standard specifications, counting drilling test data, and calculating the vertical ultimate bearing capacity of the single pile by applying the formula; and storing and outputting the calculation result. The types of computations provided by the system include: the method comprises the following steps of single-bridge static exploration calculation, double-bridge static exploration calculation, empirical parameter method calculation, steel pipe piles, concrete hollow piles, rock-socketed piles, post-grouting cast-in-place piles and the like.
And (4) calculating the equivalent shear wave velocity, namely calculating the equivalent shear wave velocity of the drill hole according to the thickness weighted average by using wave velocity test data and applying a formula. The user specifies a particular stratigraphic layer in the left table via a drop-down box, including three options: none, (boulder, lenticle), volcanic hard interlayer. And after clicking calculation, calculating the thickness of the covering layer according to the regulations in the judgment standard, calculating the equivalent shear wave velocity of each drill hole by applying a formula, and displaying the calculation result in a corresponding field in a right table.
And (3) analyzing and evaluating the water and soil corrosivity, namely calculating the water and soil corrosivity evaluation result according to the given standard according to the water quality analysis data and the soil soluble salt analysis data, wherein the water and soil corrosivity evaluation result comprises the corrosivity of water and soil to a concrete structure according to the environment type, the corrosivity of water and soil to the concrete structure according to the stratum permeability, the corrosivity of water and soil to reinforcing steel bars in a reinforced concrete structure and the corrosivity of soil to a steel structure. The method comprises the steps of firstly setting an environment type by a user, then obtaining water quality analysis data and soil soluble salt analysis data by a system, and judging a corrosivity evaluation result according to the relation between different index values and national standards. And generating an overall evaluation result together after the multiple evaluations, and providing a result output function.
Hydrogeological calculation: and the functions of calculating the water amount of the single hole and calculating the permeability coefficient are provided.
And (4) outputting a result report: and providing project result report output, and outputting corresponding project data according to a specified report format, wherein the project data comprises drilling data statistics, test data statistics, evaluation calculation results and the like.
Preferably, the data application module further comprises a three-dimensional visual unit.
In the invention, the three-dimensional visualization unit simulates a three-dimensional visualization effect of a field based on data in the data storage module and project data created by a user and is divided into three-dimensional data import, three-dimensional geological modeling, three-dimensional model analysis, foundation pit three-dimensional simulation and pipeline three-dimensional simulation.
Three-dimensional data import: the method provides various three-dimensional model data import functions such as aboveground, earth surface, underground and the like, and comprises BIM model, oblique photography data, terrain data and earth surface fine model import.
Three-dimensional geological modeling: and providing a three-dimensional geological modeling function based on project drilling layered data, and automatically constructing a three-dimensional geological structure model of a project site by adopting a computer interpolation method.
Analyzing the three-dimensional model: the method provides multi-mode three-dimensional model analysis functions, including three-dimensional model cutting, three-dimensional model explosion display, three-dimensional tunnel simulation, three-dimensional roaming, virtual hole excavation and the like.
Three-dimensional simulation of a foundation pit: and generating a three-dimensional foundation pit model according to the designated parameters, simulating the three-dimensional effect of foundation pit excavation, and displaying the detailed effects of slope protection piles, anchor rods, inner supports and the like.
Three-dimensional simulation of pipelines: the three-dimensional pipeline model is generated by using the pipeline data, the distribution condition of the underground pipeline is simulated, and the detailed effects of pipeline materials, street heads and the like can be displayed.
Preferably, the project integration unit includes a project management unit and a project information unit.
Preferably, the project analysis unit comprises a data display query unit, a data mapping unit, a data statistics unit, a geotechnical test calculation unit, a hydrogeological calculation unit and a result report unit.
Preferably, the background management module comprises a platform user account management module and a right management module; the platform user account management module comprises a user account registration unit, an account data management unit and an account auditing unit; the authority management module comprises a platform function authority unit and an item data authority management unit.
Preferably, the data storage module manages the data unit, the project data unit and the graphic data unit respectively by using MongoDB, MySQL and MagGIS, and the data storage module, the project data unit and the graphic data unit are all connected with the data application module.
Preferably, the data entered by the data management unit includes huaning data, justice data, geotechnical test data, static test data or database raw data.
According to the data entry method and device, when data are entered, the data entry unit respectively provides data entry tools according to different data sources, and supports handheld end data docking interfaces, Huaning data import, administrative data import, data entry, static test import and geotechnical test import.
DETAILED DESCRIPTION OF EMBODIMENT (S) OF INVENTION
Taking the high-level region project of Rong and flourishing Huafu C of Shijiazhuang city in North province of China of 2 Yuehe in 2019 as an example, the application platform project use test is carried out:
firstly, a new project is created through a project management module of a data application module, the operation content is shown in an interface chart of 4-6, and the project name, the project number, the project type, the project address, the start time and the like can be edited, so that the subsequent project information inquiry and modification are facilitated.
After the basic information is completed, the existing base map and plan map are uploaded, and can be edited and archived for download management, such as interface fig. 7-8.
After the project is created, the data management module can selectively import the Huaning data, the correcting data, the geotechnical test data or the static test data, such as an interface chart 9. And at the same time, existing data in the data storage module can be entered, as shown in interface fig. 10-11.
After the project-related data is imported to create the project, the user can complete the project plan, i.e., the batch layout and the class of the project, based on the data, such as the interface diagrams 12-15. After the project plan writing is completed, it is checked by the data checking unit to confirm that the project data and the drilling data are error-free, as shown in the interface diagram 16.
After the data is checked to be correct, the operation can be carried out in the mapping system to obtain the required histogram (such as figure 17), the section map (such as figure 18), the contour map (such as figure 19), the plan map (such as figure 20), the statistical report and the geotechnical engineering calculation and evaluation.
The statistical report includes a standard result table (as shown in fig. 21), a dynamic penetration test result table (as shown in fig. 22), an exploration point list table (as shown in fig. 23, a site hierarchical statistical table (as shown in fig. 24), a physical and mechanical index statistical table (as shown in fig. 25), and the like.
The geotechnical engineering calculation and evaluation comprises foundation bearing capacity characteristic value calculation (shown as figure 26), bearing capacity characteristic value depth and width correction (shown as figures 27-28), foundation settlement deformation calculation (shown as figure 29), deep foundation pit rebound deformation calculation (shown as figure 30), foundation uniformity evaluation (shown as figure 31), settlement calculation (shown as figure 32), silt (sand) liquefaction evaluation (shown as figure 33), weak subhorizontal layer checking calculation (shown as figure 34), pile foundation end side resistance estimation (shown as figure 35), composite foundation pile end side resistance estimation (shown as figure 36), single pile bearing capacity calculation (shown as figure 37), equivalent shear wave velocity calculation (shown as figure 38), water and soil corrosivity analysis evaluation (shown as figures 39-40) and the like.
Finally, based on the obtained data and drawing data, a result is generated, and a project report is generated according to a specified template (see fig. 41).
In addition, three-dimensional modeling including three-dimensional borehole modeling (such as shown in figures 42-43), three-dimensional stratum modeling (such as shown in figures 44-45) and three-dimensional foundation pit modeling (such as shown in figure 46) is carried out through the three-dimensional visualization unit.
In conclusion, the application platform of the geodetic data provided by the invention can acquire more comprehensive and more visual data during urban project construction, can estimate and analyze projects more reasonably, greatly saves the operation cost and maximizes resource sharing.
The invention relates to a ground texture data application platform for urban planning and construction, which comprises a data base, a data base and a data base, the directional terms "up, down, left, right, front, back, inside, and outside, and vertical and horizontal" included in the term merely represent the orientation of the term in the normal use state, or be a trivial term understood by those skilled in the art, and should not be considered as limiting the term, at the same time, the numerical terms "first," "second," and "third," etc. do not denote any particular quantity or order, but rather are used to distinguish one from another, furthermore, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements, but also includes other elements not expressly listed or inherent to such process, method, article, or apparatus.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (7)
1. A large geological data application platform for city planning construction is characterized in that the application platform is a BS framework and comprises a core platform server, and a background management module, a data application module, a data storage module and a data management unit which are all connected with the core platform server; the data application module comprises a project integration unit, a project scheme unit and a project analysis unit; the data storage module comprises a data unit, an item data unit and a graphic data unit.
2. The geodetic data application platform for city planning construction according to claim 1, wherein the data application module further comprises a three-dimensional visual unit.
3. The urban planning construction geodetic data application platform of claim 1, wherein the project integration unit comprises a project management unit and a project information unit.
4. The geodetic data application platform for urban planning and construction according to claim 1, wherein the project analysis unit comprises a data display query unit, a data mapping unit, a data statistics unit, a geotechnical test calculation unit, a hydrogeological calculation unit and a result report unit.
5. The large geological data application platform for city planning construction according to claim 1, wherein the background management module comprises a platform user account management module and a rights management module; the platform user account management module comprises a user account registration unit, an account data management unit and an account auditing unit; the authority management module comprises a platform function authority unit and an item data authority management unit.
6. The large geological data application platform for city planning and construction according to claim 1, wherein the data storage module manages data units of data, project data units and graphic data units respectively using MongoDB, MySQL and MapGIS, and is connected to the data application module.
7. The geodetic data application platform for city planning and construction according to claim 1, wherein the data entered by the data management unit comprises Huaning data, justice data, geotechnical test data, static test data or database raw data.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911143534.9A CN111221930A (en) | 2019-11-20 | 2019-11-20 | Ground texture data application platform for urban planning and construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911143534.9A CN111221930A (en) | 2019-11-20 | 2019-11-20 | Ground texture data application platform for urban planning and construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111221930A true CN111221930A (en) | 2020-06-02 |
Family
ID=70830654
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911143534.9A Pending CN111221930A (en) | 2019-11-20 | 2019-11-20 | Ground texture data application platform for urban planning and construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111221930A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112257146A (en) * | 2020-10-10 | 2021-01-22 | 无锡市市政设施建设工程有限公司 | Method for realizing deep foundation pit excavation support based on BIM |
| CN112819428A (en) * | 2021-01-29 | 2021-05-18 | 北京城建勘测设计研究院有限责任公司 | Method for automatically generating rundown |
| CN113820466A (en) * | 2021-10-09 | 2021-12-21 | 生态环境部南京环境科学研究所 | Post-remediation polluted site assessment method based on engineering safety assessment |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104834518A (en) * | 2015-04-08 | 2015-08-12 | 陕西延长石油（集团）有限责任公司 | Oilfield exploitation and development working platform system |
| CN107767296A (en) * | 2017-10-23 | 2018-03-06 | 青岛理工大学 | A kind of urban architecture cloud platform |
| CN107909271A (en) * | 2017-11-15 | 2018-04-13 | 国网四川省电力公司经济技术研究院 | A kind of Geotechnical Engineering Investigation Data management and assessment generalized information system |
| CN108596515A (en) * | 2018-05-11 | 2018-09-28 | 湖南城市学院 | A kind of two three-dimensional integratedization urban planning decision support systems |
-
2019
- 2019-11-20 CN CN201911143534.9A patent/CN111221930A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104834518A (en) * | 2015-04-08 | 2015-08-12 | 陕西延长石油（集团）有限责任公司 | Oilfield exploitation and development working platform system |
| CN107767296A (en) * | 2017-10-23 | 2018-03-06 | 青岛理工大学 | A kind of urban architecture cloud platform |
| CN107909271A (en) * | 2017-11-15 | 2018-04-13 | 国网四川省电力公司经济技术研究院 | A kind of Geotechnical Engineering Investigation Data management and assessment generalized information system |
| CN108596515A (en) * | 2018-05-11 | 2018-09-28 | 湖南城市学院 | A kind of two three-dimensional integratedization urban planning decision support systems |
Non-Patent Citations (2)
| Title |
|---|
| 刘向东等: ""地质钻孔基本信息数据库建设及今后工作建议"" * |
| 无: ""城市地质信息大数据平台建设探索实践"" * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112257146A (en) * | 2020-10-10 | 2021-01-22 | 无锡市市政设施建设工程有限公司 | Method for realizing deep foundation pit excavation support based on BIM |
| CN112257146B (en) * | 2020-10-10 | 2023-12-26 | 无锡市市政设施建设工程有限公司 | Method for realizing deep foundation pit excavation supporting based on BIM |
| CN112819428A (en) * | 2021-01-29 | 2021-05-18 | 北京城建勘测设计研究院有限责任公司 | Method for automatically generating rundown |
| CN112819428B (en) * | 2021-01-29 | 2024-03-26 | 北京城建勘测设计研究院有限责任公司 | Method for automatically generating a schema |
| CN113820466A (en) * | 2021-10-09 | 2021-12-21 | 生态环境部南京环境科学研究所 | Post-remediation polluted site assessment method based on engineering safety assessment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Kessler et al. | The capture and dissemination of integrated 3D geospatial knowledge at the British Geological Survey using GSI3D software and methodology | |
| US7933750B2 (en) | Method for defining regions in reservoir simulation | |
| Guo et al. | Three-dimensional geological modeling and spatial analysis from geotechnical borehole data using an implicit surface and marching tetrahedra algorithm | |
| Royse et al. | Property attribution of 3D geological models in the Thames Gateway, London: new ways of visualising geoscientific information | |
| Ortiz‐Zamora et al. | Evolution of long‐term land subsidence near Mexico City: Review, field investigations, and predictive simulations | |
| CN103345540B (en) | Method for stimulating and displaying geological drilling information on digital earth software platform | |
| CN111221930A (en) | Ground texture data application platform for urban planning and construction | |
| CN109933867A (en) | A kind of geotechnical engineering investigation scheme dynamic optimization method | |
| CN110096565B (en) | Multi-source data standardization processing method for integrated engineering geological achievement | |
| CN110866294A (en) | Auxiliary analysis system for designing bridge pile foundation in karst area | |
| Dou et al. | 3D geological suitability evaluation for urban underground space development–A case study of Qianjiang Newtown in Hangzhou, Eastern China | |
| CN112231818B (en) | Mountain city three-dimensional geological modeling method based on BIM | |
| CN112686779A (en) | Method for dividing sequence of standard soil layers of foundation soil | |
| Santucci de Magistris et al. | Lessons learned from two case histories of seismic microzonation in Italy | |
| Baynes et al. | Engineering geological models, projects and geotechnical risk | |
| He et al. | Three-dimensional hydrogeological modeling method and application based on TIN-GTP-TEN | |
| Kokkala et al. | An engineering geological database for managing, planning and protecting intelligent cities: The case of Thessaloniki city in Northern Greece | |
| KR20090103027A (en) | Control system for pile design of structure using geographic information system | |
| de Rienzo et al. | 3D GIS supporting underground urbanisation in the city of Turin (Italy) | |
| CN112465972A (en) | Geological study and judgment method based on BIM model and pile foundation modeling | |
| Ballesteros et al. | Historical underground quarrying: A multidisciplinary research in the Caumont quarry (c. 13th–19th centuries), France | |
| Terrington et al. | Making geology relevant for infrastructure and planning | |
| Clayton | Urban site investigation | |
| Wu et al. | Automatic control method of construction quality of geological survey in geotechnical engineering | |
| Yu et al. | Research on settlement test and numerical calculation of west artificial island foundation of Hong Kong-Zhuhai-Macao Bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20200602 |