CN1566989A - Underground pipe network omnibearing visualized information management system and its establishing method - Google Patents
Underground pipe network omnibearing visualized information management system and its establishing method Download PDFInfo
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- CN1566989A CN1566989A CN 03141438 CN03141438A CN1566989A CN 1566989 A CN1566989 A CN 1566989A CN 03141438 CN03141438 CN 03141438 CN 03141438 A CN03141438 A CN 03141438A CN 1566989 A CN1566989 A CN 1566989A
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Abstract
This invention is an omnibearing visible underground pipe network information management and application system and its establishing method, which is applied in the management and construction technique of non-excavation works. The contents of the said method are the following: to timely accomplish the data collecting of pipe lines in construction through GPS system and controlling record; to establish non-excavation digital pipe network system management and its application platform; according to the application subject of the system to determine relevant management and application interface to meet the customer needs, especially the needs of omnibearing bisect cutting that is, the extraction of pipeline information at random direction and position of three-dimensional space; to choose the pipeline positioning system to realize the positioning of built pipeline and in construction pipeline and its required emitting probe can satisfy the pipe diameter and the pipe material characteristics in structure and property to get strong anti-interference power.
Description
One, technical field:
The present invention relates to a kind of infosystem, particularly disclose a kind of underground pipe network omnibearing visual communication management application system and method for building up thereof.
Two, background technology:
The pipeline of finishing based on excavation construction process in the present metropolitan digital pipe network system, and the buried depth of same excavation pipeline is constant substantially, present digitizing pipe network system is a planimetric map, the embodiment of the degree of depth is to use digital note, and does not embody in pipe network figure.Quickening along with the urban construction paces, the pipeline network construction develop rapidly, in design of pipe networks, construction and in safeguarding, at first need to understand the pipeline of building via the underground utilities situation in location, conventional means is to consult drawing in conjunction with field survey, and these means still can be dealt with problems for the excavation pipeline.Traditional excavation pipe installation method, institute's pipeline installation is visible, particular location is clear and definite, the route of pipe line between two wells by be basically straight line and also the buried depth basically identical, when the pipeline maintenance in later stage and pipeline location, according to the position of well, just can determine pipeline position, can on drawing, the method with relative position only can finish measurement and positioning work with the length measurement facility.But just there is bigger difficulty for present non-excavation pipeline, bothersome time-consuming, can not realize sometimes; For laying of newly-built non-excavation pipeline, because its special construction technology, maybe can not realize the location conventional means of pipeline incompatibility.
Three, summary of the invention:
Along with developing rapidly of Chinese national economy and urban construction, industrial enterprise, the raising that the reconstruction and extension project of biotope and people require ecologic environment, some occasion that can't construct with traditional excavation construction method or not allow to construct (spanning of river for example in addition, highway, railway, airfield runway, the square, greenery patches etc.), make non-excavation pipeline installation new technology arise at the historic moment, and perfect day by day along with non-excavating construction equipment, specialized non-excavating construction enterprise occurs in a large number, brought the revolution of underground pipeline laying technology, and with its original technical characterictic and advantage; With its minimum influence and harm to environment, urban transportation; Obtain development rapidly with advantages such as its low cost and high-level efficiency, produced huge economic benefit and social benefit.
The owning amount per capita of country or City Buried Pipeline reflects the environmental quality of the level of economic development that this is national and people's life, work.And, along with the raising of expanding economy and people's living standard, industrialization and quickening of urbanization process, all kinds of underground pipeline projects have become one of important basic condition of this process of propelling.Therefore, each developed country attaches great importance to the construction of underground pipeline project, drops into very hugely, and external in recent years non-excavation pipeline construction amount improves rapidly.Quickening along with Urbanization in China, the surge of urban population, the capacity-increasing transformation quantities of municipal infrastructure such as running water pipe, sewer increases considerably, and China greatly developed telecommunications, combustion gas, electric power, concentrated supply of heating in the city, coal slurry conveying and cable TV network etc. in recent years, underground utilities pipeline demand is increased sharply, add the code requirement of municipal works management, all will provide vast market prospect for no-excavation construction method.
Along with the reinforcement gradually of the development of society and people's environmental quality consciousness, adopt digging mode to carry out the common concern that problem of environmental pollution that underground pipeline construction causes and social concern more and more obtain people.The rules of China's city limits excavation construction are put into effect successively, and its adaptive surface will enlarge gradually, and these promotion and application to trenchless technology can produce great impetus undoubtedly.For example be the protection urban road, the traffic jam that minimizing causes owing to underground pipeline construction, State Council has issued " urban road management rules " on October 1st, 1996, wherein stipulate, and newly-built road was forbidden excavation in 5 years, and repairing road was forbidden to excavate in 3 years.We believe, along with holding of China joined WTO and the 2008 Olympic Games and the 2010 World Fair, will inevitably drive economic increasing rapidly; Along with the raising of people, will inevitably promote applying of the new technology relevant with environmental protection to environmental quality requirement.Trenchless technology has been complied with development of times and needs of society with the advantage of himself, will obtain vigorous growth in 21 century.
Technical matters to be solved by this invention is: non-excavation pipeline installation construction belongs to underground concealed engineering, the potential safety hazard hazard level of underground driving is bigger, the international metropolis that particularly the such develop rapidly in Shanghai is had certain history culture accumulation again, underground utilities, stratum and structures situation are intricate, non-excavating construction exists great risk, and it is much bigger that the potential safety hazard of underground driving and hazard level are excavated operation.As a new technology, underground changeable situation is still existed technical deficiency and weakness, this also is the problem that unavoidably will occur in the applying of new technology.But trenchless technology is subjected to the attention of society just day by day as a kind of and eco-friendly emerging technology, and its developing state is irresistible.Therefore whether the application success of no-excavation construction method, and except the superiority and advance of technology itself, the accident of the underground original pipeline that is not damaged in work progress also guarantees to construct just to complete successfully to become the key of problem.Thereby as seeming particularly important for the construction site underground utilities of underground utilities cable laying operation service and structures detection and seismic exploration, the safety assurance follow-up service of work progress, the optimal design of the preceding route of construction.The present invention has set up complete technological process and the technical guarantee measure of a cover in this respect, finishes cheaply to guarantee engineering safety, efficient reaching.
The construction route has no regularity.Because non-excavating construction belongs to underground concealed engineering almost completely; construction technology has specific (special) requirements again; and the highway section of non-excavating construction is carried out in requirement; all be for the penetrate thing; because the diversity and the irregularities of barriers such as the diversity of barrier and same route underground pipelines, therefore the underground utilities that utilize trenchless technology to lay under the prerequisite that the underground original object of protection is not damaged are compared then irregularities at underground occurrence status with traditional excavation pipeline installation technology.Such as the underground utilities of finishing with non-excavation method, except 2 at well head be known, all the other some planimetric positions, profile position are the unknown, and the maintenance that this irregularities is removed pipeline self brings difficulty, also increased simultaneously the difficulty of laying of follow-up pipeline, under the prerequisite of safe construction, will certainly cause the difficulty of the waste and the management of the underground space.
The problem of bringing for the no regularity that solves the construction route, task of the present invention is to set up the scientific research project of " non-excavation information pipeline numeral pipe network (management is used) three-dimensional visualization infosystem ", be expected to separate that position that excavation by no means lays the line is determined and the systematized management problem of data, this promotes the benign development of Buried Pipeline Network Systems construction will play positive role to improving non-excavating construction technology.
System sets up action:
1) building the data collection task of pipeline position by means of gps system and control to writing down in time to finish, or finishing in the data collection task of building pipeline and planning to build pipeline by gps system and line location systems;
2) set up digital pipe network system management of non-excavation and application platform;
3) according to the application of the digital pipe network system of non-excavation, establish corresponding management and application interface, to satisfy cutting of user's demand, particularly comprehensive section, i.e. the extraction of the pipeline information of three dimensions any direction and position;
4) selection of line location systems, for the tubing of heterogeneity and caliber, the transmitting probe that requires to be equipped with had both satisfied the caliber size, satisfied tubing character simultaneously on structure and performance, to possess strong antijamming capability, line location systems realizes building pipeline, locating in the route of building pipeline.
Four, description of drawings:
Accompanying drawing is a system of the present invention method for building up block scheme
Five, embodiment:
System of the present invention sets up the two large divisions by data acquisition and system and forms, the equipment and the means of the pipeline that the non-excavation technology of the existing at present adaptation of the means that data acquisition is adopted is laid, and system sets up based on present flat digital pipe network system and down-hole Three-Dimensional Dynamic Geological Information Management system.
The method that employing is proceeded in two phases: the first, at first carry out the pipe bit data collection of non-excavation underground pipeline; The second, set up the three-dimensional visualization infosystem of non-excavation Buried Pipeline Network Systems.
Non-excavation pipeline installation is a kind of new pipeline laying technology that grew up in recent years, compares with traditional pipeline installation method, and many new problems that need solution are arranged.For non-excavation, be subjected to the influence of construction technology, pipeline just is difficult for determining that this just requires new pipeline positioning means by means of excavation pipeline localization method at underground particular location.New non-excavation line pipe bit data acquisition means, be by means of line location systems, measuring sonde is placed in the pipeline to be measured, utilize the rope be positioned in advance in the pipeline or " poker " to pop one's head in and move to the other end from an end, there is not cable measuring and controlling instrument (commercial goods) by means of ground, control survey pop one's head on the automatic acquisition and recording through relative three-dimensional coordinate (or the absolute coordinates of route, depend on that starting point coordinate is relative coordinate or absolute coordinates), communication cable is sent to data that computing machine is preserved or further handles and use then; The purpose of line pipe bit data collection is that the reasonable use of safeguarding (protection), repairing and the underground space for underground utilities provides service.How to provide convenience, in time, accurately, comprehensive service is the requirement of industry development, the three-dimensional visualization of non-excavation Buried Pipeline Network Systems can address this problem: the three-dimensional coordinate that can inquire every bit for any pipeline; The section that can carry out underground any direction cuts, and intercepts a section for planning to build the underground routing space that pipeline need pass through, reflect through other underground utilities of route, for the cable laying operation of new pipeline provides safety guarantee.
Useful effect of the present invention be since Trenchless Technologies in the flourish of the pipeline fields such as electric power, telecommunications, coal gas, running water, rain (dirt) water, oil transportation and application prospect widely, so that the information system management of non-excavation underground pipeline seems particularly important:
1) the present invention serves the design phase of non-excavation pipeline construction, saves human and material resources, saves time and saves trouble, and has avoided Unnecessary regeneration work (during construction, clear and definite pipeline position data is just arranged, rather than surveyed again afterwards, from Oneself solves the hidden danger of oneself burying), save exploration cost, also not because carrying out field investigation and exploration, cause friendship The problems such as pass blocking plug and scout's personal safety are on the hazard;
2) the present invention serves maintenance and when repairing of non-excavation pipeline, also is to save time to save trouble, can try to gain time precious to one, Avoid great direct economic loss and indirectly economic loss and bad social influence, such as, gas piping, These are related to repairing and the maintenance of the pipeline of national economy communications optical cable, power pipeline and running water pipeline etc.;
3) the present invention is conducive to the reasonable use of those underground spaces that can not expand again and the guarantor of underground various structures Protect, for the descendant stays valuable Underground Space Resource, be conducive to the sustainable development of society.
Claims (4)
1. underground pipe network omnibearing visual communication management application system method for building up, comprise that data acquisition and system set up two major parts, the equipment and the means of the pipeline that the non-excavation technology of the existing at present adaptation of the means that data acquisition is adopted is laid, and system sets up based on present flat digital pipe network system and down-hole Three-Dimensional Dynamic Geological Information Management system, it is characterized in that the action that system sets up has following four:
A) building the data collection task of pipeline position by means of gps system and control to writing down in time to finish, or finishing in the data collection task of building pipeline and planning to build pipeline by gps system and line location systems;
B) set up digital pipe network system management of non-excavation and application platform;
C) according to the application of the digital pipe network system of non-excavation, establish corresponding management and application interface, to satisfy cutting of user's demand, particularly comprehensive section, i.e. the extraction of the pipeline information of three dimensions any direction and position;
D) selection of line location systems, for the tubing of heterogeneity and caliber, the transmitting probe that requires to be equipped with had both satisfied the caliber size, satisfied tubing character simultaneously on structure and performance, to possess strong antijamming capability, line location systems realizes building pipeline, locating in the route of building pipeline.
2. underground pipe network omnibearing visual communication management application according to claim 1 system method for building up, it is characterized in that: the data acquisition means of described pipeline position, be by means of line location systems, measuring sonde is placed in the pipeline to be measured, utilize the rope be positioned in advance in the pipeline or " poker " to pop one's head in and move to the other end from an end, there is not the cable measuring and controlling instrument by means of ground, control survey pop one's head on the automatic acquisition and recording through the relative three-dimensional coordinate or the absolute three-dimensional coordinate of route, communication cable is sent to data that computing machine is preserved or further handles and use then.
3. the underground pipe network omnibearing visual communication management application system that sets up according to claim 1, it is characterized in that: have the electric power of comprising, telecommunications, coal gas, tap water, rain (dirt) water, oil transportation, rock gas underground pipeline information in the system, can inquire the three-dimensional coordinate of every bit for any pipeline; The section that can carry out underground any direction cuts, and shows the data of road through other pipeline of this point.
4. underground pipe network omnibearing visual communication management application according to claim 3 system, it is characterized in that: cut a section for planning to build the underground routing space that pipeline need pass through, reflect distribute through the underground utilities of route, for the cable laying operation of new pipeline provides safety guarantee.
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| CN 03141438 CN1566989A (en) | 2003-07-08 | 2003-07-08 | Underground pipe network omnibearing visualized information management system and its establishing method |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102117369A (en) * | 2011-03-17 | 2011-07-06 | 清华大学 | Method and system for combined optimization of pipe diameter and pipe material of water supply network |
| CN102169509A (en) * | 2011-05-30 | 2011-08-31 | 中铁第一勘察设计院集团有限公司 | Method for storing metro comprehensive pipeline data based on relational database and XML file |
| CN101364242B (en) * | 2007-08-10 | 2011-09-14 | 上海精力信息科技有限公司 | Method for establishing three-dimensional visual non-excavating underground pipe line GIS |
| CN102509509A (en) * | 2011-10-09 | 2012-06-20 | 西安煤航信息产业有限公司 | Underground pipeline positioning method based on CORS (continuous operational reference system) |
| CN103018755A (en) * | 2011-09-26 | 2013-04-03 | 上海久隆电力（集团）有限公司 | Method for collecting data of tap water pipe network system by GPS (Global Position System) technology |
| CN103036705A (en) * | 2012-11-14 | 2013-04-10 | 上海杰狮信息技术有限公司 | Visualization system of pipeline and optical cable resource management |
| CN103336309A (en) * | 2013-06-25 | 2013-10-02 | 杭州展悦科技有限公司 | Micro tracing probe and use method thereof |
| CN104112028A (en) * | 2013-04-17 | 2014-10-22 | 建德市供电局 | Method and device for displaying cable underground pipe network |
| CN105005095A (en) * | 2015-07-31 | 2015-10-28 | 山东工商学院 | Underground pipeline length and depth measurement system |
| CN105279299A (en) * | 2014-07-25 | 2016-01-27 | 国家电网公司 | Route generation method and apparatus for cable pipeline |
-
2003
- 2003-07-08 CN CN 03141438 patent/CN1566989A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101364242B (en) * | 2007-08-10 | 2011-09-14 | 上海精力信息科技有限公司 | Method for establishing three-dimensional visual non-excavating underground pipe line GIS |
| CN102117369A (en) * | 2011-03-17 | 2011-07-06 | 清华大学 | Method and system for combined optimization of pipe diameter and pipe material of water supply network |
| CN102169509A (en) * | 2011-05-30 | 2011-08-31 | 中铁第一勘察设计院集团有限公司 | Method for storing metro comprehensive pipeline data based on relational database and XML file |
| CN102169509B (en) * | 2011-05-30 | 2012-07-25 | 中铁第一勘察设计院集团有限公司 | Method for storing metro comprehensive pipeline data based on relational database and XML file |
| CN103018755A (en) * | 2011-09-26 | 2013-04-03 | 上海久隆电力（集团）有限公司 | Method for collecting data of tap water pipe network system by GPS (Global Position System) technology |
| CN102509509B (en) * | 2011-10-09 | 2013-09-18 | 西安煤航信息产业有限公司 | Underground pipeline positioning method based on CORS (continuous operational reference system) |
| CN102509509A (en) * | 2011-10-09 | 2012-06-20 | 西安煤航信息产业有限公司 | Underground pipeline positioning method based on CORS (continuous operational reference system) |
| CN103036705A (en) * | 2012-11-14 | 2013-04-10 | 上海杰狮信息技术有限公司 | Visualization system of pipeline and optical cable resource management |
| CN103036705B (en) * | 2012-11-14 | 2016-01-27 | 上海杰狮信息技术有限公司 | The visualization system of pipeline and fiber optic resource management system |
| CN104112028A (en) * | 2013-04-17 | 2014-10-22 | 建德市供电局 | Method and device for displaying cable underground pipe network |
| CN103336309A (en) * | 2013-06-25 | 2013-10-02 | 杭州展悦科技有限公司 | Micro tracing probe and use method thereof |
| CN105279299A (en) * | 2014-07-25 | 2016-01-27 | 国家电网公司 | Route generation method and apparatus for cable pipeline |
| CN105005095A (en) * | 2015-07-31 | 2015-10-28 | 山东工商学院 | Underground pipeline length and depth measurement system |
| CN105005095B (en) * | 2015-07-31 | 2018-04-13 | 山东工商学院 | Underground utilities length, depth-measuring system |
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