CN112323626A - Positioning and tracing method for bridge prestress intelligent tensioning pump station - Google Patents
Positioning and tracing method for bridge prestress intelligent tensioning pump station Download PDFInfo
- Publication number
- CN112323626A CN112323626A CN202010950193.2A CN202010950193A CN112323626A CN 112323626 A CN112323626 A CN 112323626A CN 202010950193 A CN202010950193 A CN 202010950193A CN 112323626 A CN112323626 A CN 112323626A
- Authority
- CN
- China
- Prior art keywords
- pump station
- positioning
- tensioning
- tensioning pump
- position information
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/14—Receivers specially adapted for specific applications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
Landscapes
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Computer Networks & Wireless Communication (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a positioning and tracing method for a bridge prestress intelligent tensioning pump station. The positioning and tracing method of the bridge prestress intelligent tensioning pump station comprises the following steps: respectively installing a positioning module in each tensioning pump station, and connecting the positioning module with a control module of the corresponding tensioning pump station; the positioning module is used for acquiring the geographical position information of each tensioning pump station in real time, and sending the geographical position information to the control module of the corresponding tensioning pump station; and the control module jointly generates a report form by the geographical position information and the tensioning data of the tensioning pump station and sends the report form to a remote management platform. The invention provides a positioning and tracing method for a bridge prestress intelligent tensioning pump station, which enables workers to check the real-time position of each tensioning pump station in real time, ensures the authenticity of tensioning data and can realize the historical tracing of the tensioning construction position of each tensioning pump station.
Description
Technical Field
The invention relates to the technical field of prestress construction, in particular to a positioning and tracing method for a bridge prestress intelligent tensioning pump station.
Background
Along with the development of science and technology, more and more intelligent products are put into engineering construction, for example, the original tension construction manually controlled by manpower is replaced by the intelligent prestress tension system, so that the tension system is automatically controlled, tension force is accurately applied, the influence of human factors is eliminated, and the construction quality of prestress is improved. The application of high technology brings good effect, but is accompanied with risks, for example, false data manufactured by intelligent equipment is utilized to be confused, and data generated by other work points is used for replacing construction data of the work points, so that the engineering safety is damaged, and therefore, the authenticity of the data of intelligent tensioning construction must be monitored and controlled.
Disclosure of Invention
In order to solve the technical problems that false data are manufactured by intelligent equipment in the intelligent tensioning construction, data generated by other work points replace construction data of the work points, and authenticity of the data of the intelligent tensioning construction cannot be guaranteed, the invention provides a positioning and tracing method of a bridge prestress intelligent tensioning pump station, which enables workers to check real-time positions of the tensioning pump stations in real time, guarantees authenticity of the tensioning data, can generate historical path diagrams of the tensioning pump stations respectively, and achieves historical tracing of the tensioning construction positions of the tensioning pump stations.
The invention provides a positioning and tracing method for a bridge prestress intelligent tensioning pump station, which comprises the following steps:
respectively installing positioning modules in each tensioning pump station, and connecting the positioning modules with corresponding control modules of the tensioning pump stations;
step two, collecting geographical position information of each tensioning pump station in real time through the positioning module respectively, and sending the geographical position information to the control module of the corresponding tensioning pump station through the positioning module;
and step three, the control module jointly generates a report form by the geographical position information and the tensioning data of the tensioning pump station, and sends the report form to a remote management platform.
In a preferred embodiment of the method for positioning and tracing the source of the intelligent bridge prestress tensioning pump station, the positioning module is a GPS/Beidou positioning module.
In a preferred embodiment of the method for locating and tracing the source of the intelligent bridge prestress tensioning pump station, the control module is a PLC.
In a preferred embodiment of the method for locating and tracing the source of the intelligent bridge prestress tensioning pump station, the third step further includes: and after receiving the report form of each tensioning pump station, the management platform respectively counts the geographical position information in the report form, and combines the geographical position information with a construction route map to respectively generate a historical path map of each tensioning pump station.
In a preferred embodiment of the method for locating and tracing the source of the intelligent bridge prestress tensioning pump station, the third step further includes: and the management platform sends the received report forms and the generated historical path diagrams of all the tensioning pump stations to a personal terminal.
Compared with the prior art, the positioning and tracing method of the bridge prestress intelligent tensioning pump station provided by the invention has the following beneficial effects: the positioning modules are respectively installed in the tensioning pump stations, the geographical position information acquired by the positioning modules in real time and the tensioning data of the corresponding tensioning pump stations jointly generate a report, and then the report is sent to a remote management platform, so that workers can check the real-time positions of the tensioning pump stations in real time, and the authenticity of the tensioning data is guaranteed; in addition, the management platform combines the geographical position information in the report with a construction route map to respectively generate a historical path map of each tensioning pump station, and historical traceability of tensioning construction positions of the tensioning pump stations is achieved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without inventive efforts, wherein:
FIG. 1 is a flow chart of a positioning and tracing method of a bridge prestress intelligent tensioning pump station provided by the invention;
fig. 2 is an electrical connection diagram of a positioning module adopted in the positioning and tracing method of the intelligent bridge prestress tensioning pump station provided by the invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 and fig. 2 together, wherein fig. 1 is a flowchart of a positioning and tracing method of a bridge prestress intelligent tensioning pump station according to the present invention; fig. 2 is an electrical connection diagram of a positioning module adopted in the positioning and tracing method of the intelligent bridge prestress tensioning pump station provided by the invention. The method 1 for locating and tracing the source of the intelligent bridge prestress tensioning pump station comprises the following steps:
s1, respectively installing positioning modules in each tensioning pump station, and connecting the positioning modules with the corresponding control modules of the tensioning pump stations;
specifically, the positioning module is a GPS/Beidou positioning module, and the model is ZZ-GPS-DM-485-A; the control module is a PLC with the model number of S7-300;
when the positioning module is installed, the positioning module is connected with a 24V power supply; connecting 485-A of the positioning module with 485+ of the PLC, and connecting 485-B of the positioning module with 485-of the PLC; in addition, in order to enhance signals, the positioning module can be externally provided with an antenna, and the antenna is installed on an electrical box side plate of the tensioning pump station;
s2, collecting geographical position information of each tensioning pump station in real time through the positioning modules respectively, and sending the geographical position information to the control modules of the corresponding tensioning pump stations through the positioning modules;
s3, the control module generates a report together with the geographical position information and the tension data and sends the report to a remote management platform;
after receiving the report form of each tensioning pump station, the management platform respectively counts the geographic position information in the report form, and respectively generates a historical path map of each tensioning pump station by combining with a construction route map; the staff can check the real-time position of each tensioning pump station and the use path of each pump station in real time through the management platform;
in addition, the management platform can also send the received report forms and the generated historical path diagrams of all tensioning pump stations to personal terminals such as mobile phones, iPads and personal computers, so that the management platform is convenient for workers to check.
The positioning and tracing method 1 of the bridge prestress intelligent tensioning pump station provided by the invention has the following beneficial effects: the positioning modules are respectively installed in the tensioning pump stations, the geographical position information acquired by the positioning modules in real time and the tensioning data of the corresponding tensioning pump stations are jointly generated into a report, and then the report is sent to a remote management platform, so that workers can check the real-time positions of the tensioning pump stations in real time, and the authenticity of the tensioning data is guaranteed; in addition, the management platform combines the geographical position information in the report with a construction route map to respectively generate a historical path map of each tensioning pump station, and historical traceability of tensioning construction positions of the tensioning pump stations is achieved.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (5)
1. A positioning and tracing method for a bridge prestress intelligent tensioning pump station is characterized by comprising the following steps:
respectively installing positioning modules in each tensioning pump station, and connecting the positioning modules with corresponding control modules of the tensioning pump stations;
step two, collecting geographical position information of each tensioning pump station in real time through the positioning module respectively, and sending the geographical position information to the control module of the corresponding tensioning pump station through the positioning module;
and step three, the control module jointly generates a report form by the geographical position information and the tensioning data of the tensioning pump station, and sends the report form to a remote management platform.
2. The method for positioning and tracing the bridge prestress intelligent tensioning pump station according to claim 1, wherein the positioning module is a GPS/Beidou positioning module.
3. The method for positioning and tracing the bridge prestress intelligent tensioning pump station according to claim 1, wherein the control module is a PLC.
4. The method for positioning and tracing the bridge prestress intelligent tensioning pump station according to claim 1, wherein the third step further comprises: and after receiving the report form of each tensioning pump station, the management platform respectively counts the geographical position information in the report form, and combines the geographical position information with a construction route map to respectively generate a historical path map of each tensioning pump station.
5. The method for positioning and tracing the bridge prestress intelligent tensioning pump station according to claim 4, wherein the third step further comprises: and the management platform sends the received report forms and the generated historical path diagrams of all the tensioning pump stations to a personal terminal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010950193.2A CN112323626A (en) | 2020-09-11 | 2020-09-11 | Positioning and tracing method for bridge prestress intelligent tensioning pump station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010950193.2A CN112323626A (en) | 2020-09-11 | 2020-09-11 | Positioning and tracing method for bridge prestress intelligent tensioning pump station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112323626A true CN112323626A (en) | 2021-02-05 |
Family
ID=74303183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010950193.2A Pending CN112323626A (en) | 2020-09-11 | 2020-09-11 | Positioning and tracing method for bridge prestress intelligent tensioning pump station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112323626A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203238964U (en) * | 2012-12-28 | 2013-10-16 | 柳州市桥厦工程管材有限公司 | Prestress tension intelligent pump station |
| CN205485559U (en) * | 2016-04-11 | 2016-08-17 | 长安大学 | Prestressing force stretch -draw remote monitering system |
| CN105940320A (en) * | 2014-02-21 | 2016-09-14 | 古野电气株式会社 | Structure displacement detection device, structure displacement sharing system, structure displacement detection method and structure displacement detection program |
| CN106121247A (en) * | 2016-08-01 | 2016-11-16 | 中国十七冶集团有限公司 | A kind of prestressing force intelligent tensioning method |
| CN206740293U (en) * | 2017-04-21 | 2017-12-12 | 中国水利水电科学研究院 | A kind of intelligent safety monitoring slope system |
| KR20180100827A (en) * | 2017-03-02 | 2018-09-12 | 인천대학교 산학협력단 | Measuring Method Of Structure Performance of A Bridge |
| CN109302487A (en) * | 2018-10-30 | 2019-02-01 | 广西交投科技有限公司 | Highway project quality administration information system based on cloud platform |
-
2020
- 2020-09-11 CN CN202010950193.2A patent/CN112323626A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203238964U (en) * | 2012-12-28 | 2013-10-16 | 柳州市桥厦工程管材有限公司 | Prestress tension intelligent pump station |
| CN105940320A (en) * | 2014-02-21 | 2016-09-14 | 古野电气株式会社 | Structure displacement detection device, structure displacement sharing system, structure displacement detection method and structure displacement detection program |
| CN205485559U (en) * | 2016-04-11 | 2016-08-17 | 长安大学 | Prestressing force stretch -draw remote monitering system |
| CN106121247A (en) * | 2016-08-01 | 2016-11-16 | 中国十七冶集团有限公司 | A kind of prestressing force intelligent tensioning method |
| KR20180100827A (en) * | 2017-03-02 | 2018-09-12 | 인천대학교 산학협력단 | Measuring Method Of Structure Performance of A Bridge |
| CN206740293U (en) * | 2017-04-21 | 2017-12-12 | 中国水利水电科学研究院 | A kind of intelligent safety monitoring slope system |
| CN109302487A (en) * | 2018-10-30 | 2019-02-01 | 广西交投科技有限公司 | Highway project quality administration information system based on cloud platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106888266B (en) | Ship supervision system based on multi-network fusion and data exchange method thereof | |
| CN104978692B (en) | Handheld terminal acquisition system | |
| CN108564676A (en) | A kind of hydroelectric power plant's intelligent inspection system and method | |
| CN103592667A (en) | Vehicle-mounted monitoring system and method based on Beidou navigation system | |
| CN103632229A (en) | Transmission line fault handling method and device | |
| CN104951994A (en) | GIS-based comprehensive display method and system of distribution network production special topic view | |
| CN109712262A (en) | Line data-logging method based on technology of Internet of things | |
| CN102497282A (en) | Method, device and system for processing fault warning information of communication equipment | |
| CN112541684A (en) | BIM-based emergency dispatching command method, system, computer equipment and readable medium | |
| CN111063049A (en) | Power grid line engineering attendance checking method and system | |
| CN104700228A (en) | Public pipe gallery inspection management system based on Android | |
| CN109446747A (en) | A kind of three-dimensional valve tower method for automatic modeling based on CIM model and CAD | |
| CN112323626A (en) | Positioning and tracing method for bridge prestress intelligent tensioning pump station | |
| CN204065806U (en) | Based on the forest fire protection control system of the Big Dipper/GPS and GIS Integrated predict model | |
| CN103605047A (en) | Power restoration monitoring system and method | |
| CN204287490U (en) | A kind of general GPS/ Big Dipper bimodulus positioning and communicating module | |
| CN112672273A (en) | Positioning system and method for indoor and outdoor switching | |
| CN110880096A (en) | Multi-party cooperative office system for constructional engineering | |
| CN205375163U (en) | Industrial production remote monitering system | |
| CN105357654A (en) | Beidou-based emergency communication service system and working method thereof | |
| CN114039649B (en) | Positioning method based on satellite-ground integrated unmanned aerial vehicle, terminal equipment and power inspection system | |
| CN114944022A (en) | Factory security patrol system based on NFC technology and use method thereof | |
| CN105873197B (en) | A kind of method and device of intelligent management information transmission | |
| CN210110023U (en) | Multi-terminal data management wireless transmission equipment and system | |
| CN102957995A (en) | Intelligent mining wireless positioning communication system |
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 |
Application publication date: 20210205 |
|
| WD01 | Invention patent application deemed withdrawn after publication |