CN109556964B - Monitoring control system of tunnel model test platform based on three-dimensional model - Google Patents

Monitoring control system of tunnel model test platform based on three-dimensional model Download PDF

Info

Publication number
CN109556964B
CN109556964B CN201811311376.9A CN201811311376A CN109556964B CN 109556964 B CN109556964 B CN 109556964B CN 201811311376 A CN201811311376 A CN 201811311376A CN 109556964 B CN109556964 B CN 109556964B
Authority
CN
China
Prior art keywords
working state
ring frame
state information
module
assembly
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.)
Active
Application number
CN201811311376.9A
Other languages
Chinese (zh)
Other versions
CN109556964A (en
Inventor
朱瑶宏
姚燕明
张策
易德新
宗文亮
吴彩霞
杨磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ningbo Hoyea Machinery Manufacture Co Ltd
Ningbo University
Ningbo Rail Transit Group Co Ltd
Original Assignee
Ningbo Hoyea Machinery Manufacture Co Ltd
Ningbo University
Ningbo Rail Transit Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ningbo Hoyea Machinery Manufacture Co Ltd, Ningbo University, Ningbo Rail Transit Group Co Ltd filed Critical Ningbo Hoyea Machinery Manufacture Co Ltd
Priority to CN201811311376.9A priority Critical patent/CN109556964B/en
Publication of CN109556964A publication Critical patent/CN109556964A/en
Application granted granted Critical
Publication of CN109556964B publication Critical patent/CN109556964B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G01N3/10Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12Pressure testing
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00Testing of machine parts
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0041Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
    • G01M5/005Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/0042Pneumatic or hydraulic means
    • G01N2203/0048Hydraulic means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/026Specifications of the specimen
    • G01N2203/0262Shape of the specimen
    • G01N2203/0278Thin specimens
    • G01N2203/0282Two dimensional, e.g. tapes, webs, sheets, strips, disks or membranes

Abstract

The invention discloses a monitoring control system of a tunnel model test platform based on a three-dimensional model, which is characterized by comprising an upper computer, an oil source module, a ring frame assembly, an electro-hydraulic assembly and a detection module, wherein the upper computer stores a three-dimensional model control module; the advantage is the operating condition information of ring frame subassembly respectively through the detection module, the operating condition information of electricity liquid subassembly and the operating condition information transmission of section of jurisdiction to three-dimensional model control module, thereby correspond the demonstration on the host computer, operating personnel can directly perceivedly observe the real-time status of section of jurisdiction in detecting system in real time, thereby control electricity liquid subassembly and exert the effort to experimental section of jurisdiction and ring frame subassembly through adjusting electricity liquid subassembly control module while observing, the operating condition meet the demands until experimental section of jurisdiction, be convenient for simultaneously carry out real time monitoring to each subassembly running state in the course of the work, realize in time maintaining effectively, the whole operation is comparatively convenient, system structure is simple.

Description

Monitoring control system of tunnel model test platform based on three-dimensional model
Technical Field
The invention relates to a servo control system, in particular to a monitoring control system of a tunnel model test platform based on a three-dimensional model.
Background
In the tunnel construction process, in order to guarantee the security of section of jurisdiction when the construction, need to do the detection to the deformation characteristic and the load characteristic of section of jurisdiction in advance, thereby generally adopt the mode of deciding the load to exert pressure to the section of jurisdiction and detect the whole average state of test section of jurisdiction when receiving the constant load, however, produce deformation and can lead to the fact the influence to position on every side when a position department atress on the test section of jurisdiction, and the load characteristic of the soil layer of different positions advances to expand along with the construction and can change at any time in actual construction environment, the pressure to the section of jurisdiction also changes thereupon, consequently, the section of jurisdiction that adopts the mode of deciding the load to detect out takes place to damage in local position easily when actual construction.
At present, the design research and development has a set of section of jurisdiction performance detecting system of simulation real environment, thereby the electro-hydraulic assembly that sets up on a plurality of ring frame subassemblies is fixed experimental section of jurisdiction, thereby exert different load effort through electro-hydraulic assembly to a plurality of action points on experimental section of jurisdiction and make the whole stress state of experimental section of jurisdiction accord with the real stress state in the actual construction environment and detect the performance of experimental section of jurisdiction, because the operating condition change of every action point probably arouses the operating condition change of other action points on every side, consequently in order to accord with the actual construction environment, a control system's for controlling the electro-hydraulic assembly calculated amount is great, the processing procedure is complicated, thereby the operating condition that can't direct observation which action points appear unusually makes the adjustment and maintains. At present, a plurality of modes are provided for monitoring and processing the working state, but in application occasions with numerous action points, huge observed quantity and a large amount of association and mutual influence among data, the realization difficulty of system control is high, and the working efficiency of the system is low.
Disclosure of Invention
The invention aims to provide a monitoring control system of a tunnel model test platform based on a three-dimensional model, which can timely master the real-time state of a test segment in a detection system through the three-dimensional model and effectively control an electro-hydraulic assembly.
The technical scheme adopted by the invention for solving the technical problems is as follows: a monitoring control system of a tunnel model test platform based on a three-dimensional model comprises an upper computer, an oil source module, a ring frame assembly, an electro-hydraulic assembly and a detection module, wherein the upper computer stores a three-dimensional model control module, the oil source module is used for providing working liquid for the electro-hydraulic assembly, the detection module is used for respectively detecting the working state information of the ring frame assembly, the working state information of the electro-hydraulic assembly and the working state information of a test duct piece and sending the working state information to the three-dimensional model control module, the three-dimensional model control module comprises a ring frame assembly three-dimensional module, an electro-hydraulic assembly control module and a duct piece three-dimensional module, the ring frame assembly three-dimensional module is used for receiving the working state information of the ring frame assembly and displaying the working state information on the upper computer in the form of corresponding simulation images and numerical values, and the electro-hydraulic assembly three-dimensional module is used for receiving the working state information of the electro-hydraulic assembly and displaying the working state information on the upper computer in the form of corresponding simulation images and numerical values The simulation image and numerical value form of the test segment is displayed on the upper computer, the segment three-dimensional module is used for receiving the working state information of the test segment and displaying the working state information of the test segment on the upper computer in a corresponding simulation image and numerical value form, and the electro-hydraulic component control module is used for controlling the working state of the electro-hydraulic component.
The three-dimensional model control module further comprises an early warning module, wherein the early warning module stores a ring frame assembly working state threshold value and a segment working state threshold value, and is used for receiving the ring frame assembly working state information and the test segment working state information, comparing the ring frame assembly working state information with the ring frame assembly working state threshold value, comparing the test segment working state information with the segment working state threshold value, obtaining a qualified or unqualified judgment result according to a preset rule, and sending corresponding early warning information by the early warning module when the comparison result is unqualified. The three-dimensional model can visually display the specific position where the abnormal condition occurs, so that maintenance personnel can conveniently and quickly find the abnormal position for maintenance, wherein the preset rule is a judgment rule which is preset according to actual working experience and a large amount of experimental data analysis.
The working state information of the ring frame assembly comprises a ring frame assembly deformation state, a ring frame assembly strain state and a ring frame assembly stress state, the working state information of the electro-hydraulic assembly comprises an electro-hydraulic assembly displacement state and an electro-hydraulic assembly load state, and the working state information of the test duct piece comprises a duct piece deformation state, a duct piece strain state and a duct piece stress state.
Compared with the prior art, the invention has the advantages that the working state information of the ring frame component, the working state information of the electro-hydraulic component and the working state information of the test segment are respectively sent to the three-dimensional model control module through the detection module, so that the corresponding display is carried out on the upper computer, an operator can visually observe the real-time state of the test segment in the detection system in real time, the electro-hydraulic component is controlled to apply acting force to the test segment and the ring frame component by adjusting the electro-hydraulic component control module while observing until the working state of the test segment meets the requirement, meanwhile, the real-time monitoring on the running state of each component in the working process is convenient, the timely and effective maintenance is realized, the integral operation is more convenient, and the system structure is simple; wherein, the three-dimensional model is a complete information model, can integrate the engineering information, process and resource of engineering project in different stages in the whole life cycle into one model, is conveniently used by each participant of the engineering, simulates the real information of the test segment, the ring frame component and the electro-hydraulic component by three-dimensional digital technology, provides information models which are coordinated with each other and consistent inside for engineering design and construction, and leads the model to achieve the integration of design and construction, and all specialties work together, thereby reducing the engineering production cost, ensuring the engineering to be completed according to quality on time, and a large amount of working state quantity exists in the experiment, the working state information of the ring frame component in the experiment comprises the deformation state of the ring frame component, the strain state of the ring frame component and the stress state of the ring frame component, and the working state information of the electro-hydraulic component comprises the displacement state of the ring frame component and the load state of the electro-hydraulic component, the working state information of the test segment comprises segment deformation state, segment strain state and segment stress state, the experimental states can correspond to the related quantities in the three-dimensional model, and the three-dimensional model can adopt a BIM model.
Drawings
Fig. 1 is a schematic block diagram of the structure of the present invention.
Detailed Description
The invention is described in further detail below with reference to the accompanying examples.
The first embodiment is as follows: a monitoring control system of a tunnel model test platform based on a three-dimensional model comprises an upper computer 1 storing a three-dimensional model control module, an oil source module 2, a ring frame assembly 3, an electro-hydraulic assembly 4 and a detection module 5, wherein the oil source module 2 is used for providing working liquid for the electro-hydraulic assembly 4, the detection module 5 is used for respectively detecting working state information of the ring frame assembly 3, working state information of the electro-hydraulic assembly 4 and working state information of a test duct piece 6 and sending the working state information to the three-dimensional model control module, the three-dimensional model control module comprises a ring frame assembly three-dimensional module 71, an electro-hydraulic assembly three-dimensional module 72, an electro-hydraulic assembly control module 73 and a duct piece three-dimensional module 74, the ring frame assembly three-dimensional module 71 is used for receiving the working state information of the ring frame assembly 3 and displaying the working state information on the upper computer 1 in a corresponding simulation image and numerical value form, and the electro-hydraulic assembly three-dimensional module 72 is used for receiving the working state information of the electro-hydraulic assembly 4 and displaying the working state information in a corresponding simulation image and numerical value form On host computer 1, section of jurisdiction three-dimensional module 74 is used for receiving the operating condition information of experimental section of jurisdiction 6 and shows on host computer 1 with the form of the simulation image and the numerical value that correspond, electricity liquid subassembly control module 73 is used for controlling the operating condition of electricity liquid subassembly 4, the operating condition information of ring frame subassembly 3 includes ring frame subassembly deformation state, ring frame subassembly strain state and ring frame subassembly stress state, the operating condition information of electricity liquid subassembly 4 includes electricity liquid subassembly displacement state and electricity liquid subassembly load state, the operating condition information of experimental section of jurisdiction 6 includes section of jurisdiction deformation state, section of jurisdiction strain state and section of jurisdiction stress state.
Example two: the rest of the three-dimensional model control module is the same as the first embodiment, and the three-dimensional model control module is different in that the three-dimensional model control module further comprises an early warning module 75, the early warning module 75 stores a working state threshold of the ring frame assembly 3 and a working state threshold of the duct piece, the early warning module 75 is used for receiving the working state information of the ring frame assembly 3 and the working state information of the test duct piece, correspondingly comparing the working state information of the ring frame assembly 3 and the working state information of the test duct piece with the working state threshold of the ring frame assembly and the working state threshold of the duct piece, obtaining a qualified or unqualified judgment result according to a preset rule, and when the comparison result is unqualified, sending corresponding early warning information by the early warning module 75.

Claims (1)

1. A monitoring control system of a tunnel model test platform based on a three-dimensional model is characterized by comprising an upper computer, an oil source module, a ring frame assembly, an electro-hydraulic assembly and a detection module, wherein the upper computer stores a three-dimensional model control module, the oil source module is used for providing working liquid for the electro-hydraulic assembly, the detection module is used for respectively detecting the working state information of the ring frame assembly, the working state information of the electro-hydraulic assembly and the working state information of a test duct piece and sending the working state information to the three-dimensional model control module, the three-dimensional model control module comprises a ring frame assembly three-dimensional module, an electro-hydraulic assembly control module and a duct piece three-dimensional module, the ring frame assembly three-dimensional module is used for receiving the working state information of the ring frame assembly and displaying the working state information on the upper computer in the form of a corresponding simulation image and numerical value, the three-dimensional module of the electrohydraulic assembly is used for receiving the working state information of the electrohydraulic assembly and displaying the working state information on an upper computer in the form of corresponding simulation images and numerical values, the three-dimensional module of the tube piece is used for receiving the working state information of the test tube piece and displaying the working state information on the upper computer in the form of corresponding simulation images and numerical values, and the control module of the electrohydraulic assembly is used for controlling the working state of the electrohydraulic assembly; the three-dimensional model control module also comprises an early warning module, the early warning module stores a ring frame assembly working state threshold value and a segment working state threshold value, the early warning module is used for receiving the ring frame assembly working state information and the test segment working state information, comparing the ring frame assembly working state information with the ring frame assembly working state threshold value, comparing the test segment working state information with the segment working state threshold value, obtaining a qualified or unqualified judgment result according to a preset rule, and when the comparison result is unqualified, the early warning module sends corresponding early warning information; the working state information of the ring frame assembly comprises a ring frame assembly deformation state, a ring frame assembly strain state and a ring frame assembly stress state, the working state information of the electro-hydraulic assembly comprises an electro-hydraulic assembly displacement state and an electro-hydraulic assembly load state, and the working state information of the test duct piece comprises a duct piece deformation state, a duct piece strain state and a duct piece stress state.
CN201811311376.9A 2018-11-06 2018-11-06 Monitoring control system of tunnel model test platform based on three-dimensional model Active CN109556964B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811311376.9A CN109556964B (en) 2018-11-06 2018-11-06 Monitoring control system of tunnel model test platform based on three-dimensional model

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811311376.9A CN109556964B (en) 2018-11-06 2018-11-06 Monitoring control system of tunnel model test platform based on three-dimensional model

Publications (2)

Publication Number Publication Date
CN109556964A CN109556964A (en) 2019-04-02
CN109556964B true CN109556964B (en) 2021-12-14

Family

ID=65865926

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811311376.9A Active CN109556964B (en) 2018-11-06 2018-11-06 Monitoring control system of tunnel model test platform based on three-dimensional model

Country Status (1)

Country Link
CN (1) CN109556964B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101882171A (en) * 2010-05-21 2010-11-10 中交第二公路勘察设计研究院有限公司 Method for fast establishing interactive tunnel and wall rock body three-dimensional models
CN104833537A (en) * 2015-02-17 2015-08-12 北京交通大学 Similarity model test apparatus for simulating tunnel construction
CN105649648A (en) * 2015-12-29 2016-06-08 宁波市轨道交通集团有限公司 Segment connecting structure of quasi rectangular shield tunnel and construction method thereof
CN105756711A (en) * 2016-03-02 2016-07-13 中交第二航务工程局有限公司 Tunnel construction primary support limit invasion monitoring analysis early-warning method based on three-dimensional laser scanning
CN105971025A (en) * 2016-05-16 2016-09-28 浙江大学 Counter force device and method used for oblique static force penetration test inside tunnel
CN107643028A (en) * 2017-09-15 2018-01-30 中建隧道建设有限公司 House owed by a citizen weakness section blasting construction method is worn under shallow embedding railway tunnel
CN108709534A (en) * 2018-06-27 2018-10-26 中国地质大学(武汉) Shield tunnel construction stress deformation indoor model test device and its installation method

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1592129A (en) * 1968-09-11 1970-05-11
CN102930598B (en) * 2012-10-08 2016-04-13 山东康威通信技术股份有限公司 Three-dimensional model is used to locate and show the system and method for Tunnel testing equipment state
CN105980830B (en) * 2014-02-04 2019-08-16 株式会社中田制作所 Hydraulic test method and device
CN204101382U (en) * 2014-08-18 2015-01-14 西南交通大学 Tunnel model test Water hydraulic static pressure loading device
CN105136582A (en) * 2015-09-24 2015-12-09 中国矿业大学 Testing system and testing method of outburst-preventing bedrock buckling failure model of karst tunnel
EP3385500B1 (en) * 2017-04-05 2022-08-17 Sandvik Mining and Construction Oy Monitoring the profile of a tunnel during tunnel excavation
CN107255698B (en) * 2017-06-28 2019-12-24 山东大学 Full-automatic true triaxial tunnel and underground engineering model test system
CN107607276A (en) * 2017-11-02 2018-01-19 浙江中天纺检测有限公司 A kind of device for GSZ strength test
CN108169000A (en) * 2017-12-15 2018-06-15 山东大学 True triaxial loading device and method in a kind of geomechanical model test
CN108362864B (en) * 2018-03-19 2023-08-29 北京交通大学 Multifunctional combined tunnel excavation similar model test device
CN108333054B (en) * 2018-04-26 2024-02-13 北京交通大学 Tunnel three-dimensional model loading test bed and test method for observing tunnel defects

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101882171A (en) * 2010-05-21 2010-11-10 中交第二公路勘察设计研究院有限公司 Method for fast establishing interactive tunnel and wall rock body three-dimensional models
CN104833537A (en) * 2015-02-17 2015-08-12 北京交通大学 Similarity model test apparatus for simulating tunnel construction
CN105649648A (en) * 2015-12-29 2016-06-08 宁波市轨道交通集团有限公司 Segment connecting structure of quasi rectangular shield tunnel and construction method thereof
CN105756711A (en) * 2016-03-02 2016-07-13 中交第二航务工程局有限公司 Tunnel construction primary support limit invasion monitoring analysis early-warning method based on three-dimensional laser scanning
CN105971025A (en) * 2016-05-16 2016-09-28 浙江大学 Counter force device and method used for oblique static force penetration test inside tunnel
CN107643028A (en) * 2017-09-15 2018-01-30 中建隧道建设有限公司 House owed by a citizen weakness section blasting construction method is worn under shallow embedding railway tunnel
CN108709534A (en) * 2018-06-27 2018-10-26 中国地质大学(武汉) Shield tunnel construction stress deformation indoor model test device and its installation method

Also Published As

Publication number Publication date
CN109556964A (en) 2019-04-02

Similar Documents

Publication Publication Date Title
CN106593534B (en) A kind of intelligent tunnel construction safety monitoring system
WO2022148077A1 (en) Structural performance digital twin construction method for intelligent excavator
JP2020518079A (en) Smart factory parallel control method and system
CN113610290B (en) Monitoring system applied to coal mine mining equipment based on digital twin technology
CN111176245A (en) Multi-terminal industrial equipment inspection monitoring system and method based on digital twin technology
WO2020207209A1 (en) Parallel control method based on multi-period differential sampling and digital twin technologies
CN111077867A (en) Method and device for dynamically simulating assembly quality of aircraft engine based on digital twinning
CN107291830A (en) A kind of creation method of equipment knowledge base
CN109782712B (en) Thermal generator set control system and method
CN105093963A (en) Modular robot self-repairing simulation system and method
AU2017202306B2 (en) System and method for analyzing operation of component of machine
CN113516903A (en) Intelligent mine scene oriented digital twin evolution mechanism and method
CN115563683A (en) Hydraulic engineering automatic safety monitoring management system based on digital twins
CN109556964B (en) Monitoring control system of tunnel model test platform based on three-dimensional model
CN115423132A (en) Engineering machinery predictive maintenance method based on digital twinning
CN114326492A (en) Digital twin virtual-real linkage system of process industrial equipment
CN117332635B (en) Structure online monitoring system and method based on digital twinning
CN113609734A (en) Visualization method for thickness of simulated oil film of sliding bearing water turbine
CN102354326A (en) Three-dimensional emulation method of petroleum drilling
CN207291078U (en) A kind of multi-functional detection intelligent pressure machine control system
CN102513369A (en) Hydraulic servo simulation control device and method thereof
CN102866894A (en) Comparative analysis method for industrial production procedure value trend
Zhang et al. Large-scale machinery monitoring system based on the visual reality
CN113221461A (en) Tunneling and anchoring all-in-one machine monitoring system based on digital twin technology
CN110322772A (en) A kind of laboratory bridge monitoring teaching demonstration system based on BIM

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
GR01 Patent grant
GR01 Patent grant