CN111504377A - Utility tunnel intelligent monitoring system - Google Patents

Utility tunnel intelligent monitoring system Download PDF

Info

Publication number
CN111504377A
CN111504377A CN202010343338.2A CN202010343338A CN111504377A CN 111504377 A CN111504377 A CN 111504377A CN 202010343338 A CN202010343338 A CN 202010343338A CN 111504377 A CN111504377 A CN 111504377A
Authority
CN
China
Prior art keywords
monitoring
settlement
information
pipe galleries
galleries
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
Application number
CN202010343338.2A
Other languages
Chinese (zh)
Inventor
涂中强
赵盈盈
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.)
Jiangsu Institute of Architectural Technology
Jiangsu Jianzhu Institute
Original Assignee
Jiangsu Jianzhu Institute
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 Jiangsu Jianzhu Institute filed Critical Jiangsu Jianzhu Institute
Priority to CN202010343338.2A priority Critical patent/CN111504377A/en
Publication of CN111504377A publication Critical patent/CN111504377A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01DMEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
    • G01D21/00Measuring or testing not otherwise provided for
    • G01D21/02Measuring two or more variables by means not covered by a single other subclass
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
    • G01B21/02Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C1/00Measuring angles
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C9/00Measuring inclination, e.g. by clinometers, by levels
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/0004Gaseous mixtures, e.g. polluted air
    • G01N33/0009General constructional details of gas analysers, e.g. portable test equipment
    • G01N33/0027General constructional details of gas analysers, e.g. portable test equipment concerning the detector
    • G01N33/0036General constructional details of gas analysers, e.g. portable test equipment concerning the detector specially adapted to detect a particular component
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/0004Gaseous mixtures, e.g. polluted air
    • G01N33/0009General constructional details of gas analysers, e.g. portable test equipment
    • G01N33/0062General constructional details of gas analysers, e.g. portable test equipment concerning the measuring method or the display, e.g. intermittent measurement or digital display
    • G01N33/0063General constructional details of gas analysers, e.g. portable test equipment concerning the measuring method or the display, e.g. intermittent measurement or digital display using a threshold to release an alarm or displaying means
    • G01N33/0065General constructional details of gas analysers, e.g. portable test equipment concerning the measuring method or the display, e.g. intermittent measurement or digital display using a threshold to release an alarm or displaying means using more than one threshold
    • GPHYSICS
    • G08SIGNALLING
    • G08BSIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B13/00Burglar, theft or intruder alarms
    • G08B13/18Actuation by interference with heat, light, or radiation of shorter wavelength; Actuation by intruding sources of heat, light, or radiation of shorter wavelength
    • G08B13/189Actuation by interference with heat, light, or radiation of shorter wavelength; Actuation by intruding sources of heat, light, or radiation of shorter wavelength using passive radiation detection systems
    • G08B13/194Actuation by interference with heat, light, or radiation of shorter wavelength; Actuation by intruding sources of heat, light, or radiation of shorter wavelength using passive radiation detection systems using image scanning and comparing systems
    • G08B13/196Actuation by interference with heat, light, or radiation of shorter wavelength; Actuation by intruding sources of heat, light, or radiation of shorter wavelength using passive radiation detection systems using image scanning and comparing systems using television cameras
    • GPHYSICS
    • G08SIGNALLING
    • G08BSIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B17/00Fire alarms; Alarms responsive to explosion
    • G08B17/06Electric actuation of the alarm, e.g. using a thermally-operated switch
    • GPHYSICS
    • G08SIGNALLING
    • G08BSIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
    • G08B17/00Fire alarms; Alarms responsive to explosion
    • G08B17/10Actuation by presence of smoke or gases, e.g. automatic alarm devices for analysing flowing fluid materials by the use of optical means

Landscapes

  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Analytical Chemistry (AREA)
  • Food Science & Technology (AREA)
  • Medicinal Chemistry (AREA)
  • Pathology (AREA)
  • Immunology (AREA)
  • General Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Combustion & Propulsion (AREA)
  • Biochemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Alarm Systems (AREA)

Abstract

The invention discloses an intelligent monitoring system for a comprehensive pipe gallery, which comprises: the collection device comprises: a plurality of first acquisition devices and a plurality of second acquisition devices; the monitoring platform is used for determining settlement information of the expansion joints of the two adjacent underground pipe galleries and the two adjacent underground pipe galleries according to the inclination angle information of the expansion joints and the inclination angle information of the two pipe galleries; and determining the fracture displacement information at the expansion joints of the two adjacent underground pipe galleries according to the two pieces of horizontal displacement information. According to the invention, the whole pipe gallery is partitioned and numbered, and a monitoring group with a positioning module capable of moving left and right circularly is arranged in each partition, so that the accident position address can be accurately and quickly determined; through inclination sensor and displacement sensor, can acquire the settlement information and the horizontal direction fracture information of two adjacent underground pipe gallery expansion joints department simultaneously, the monitoring is comprehensive reliable, can also obtain the dislocation settlement condition and the synchronous settlement condition of two adjacent underground pipe gallery expansion joints department for the pipe gallery settlement monitoring is more comprehensive reliable.

Description

Utility tunnel intelligent monitoring system
Technical Field
The invention relates to the technical field of comprehensive pipe gallery monitoring, in particular to an intelligent monitoring system for a comprehensive pipe gallery.
Background
Utility tunnel is the lifeline in city, and in order to guarantee utility tunnel safe, reliable operation, it is crucial to set up monitored control system. The monitoring system of the traditional comprehensive pipe gallery is fixed-point monitoring, and the specific position of an accident cannot be determined accurately in time after the accident happens because the fixed-point monitoring is discrete monitoring; simultaneously, among the prior art, to the monitoring of two adjacent underground pipe gallery expansion joints of utility tunnel, only considered settlement monitoring usually, do not consider the horizontal direction fracture monitoring to lead to the monitoring accurate reliable inadequately.
Disclosure of Invention
The embodiment of the invention provides an intelligent monitoring system for a comprehensive pipe gallery, which is used for solving the problems in the background technology.
The embodiment of the invention provides an intelligent monitoring system for a comprehensive pipe gallery, which comprises: the system comprises a collecting device and a monitoring platform;
the collection device comprises: a plurality of first acquisition devices and a plurality of second acquisition devices;
the first acquisition device is used for acquiring monitoring information of a corresponding position in a corresponding pipe gallery partition in real time by moving the monitoring group on the inner wall of the pipe gallery in real time; the second acquisition device is used for acquiring the inclination angle information of the expansion joint of the two adjacent underground pipe galleries, the pipe gallery inclination angle information of the pipe galleries at the two sides of the expansion joint of the two adjacent underground pipe galleries and the horizontal displacement information of the two sides of the expansion joint of the two adjacent underground pipe galleries in real time through the inclination angle sensor and the displacement sensor which are arranged at the expansion joint of the two adjacent underground pipe galleries;
the monitoring platform is used for sending first early warning information at a corresponding position in a corresponding pipe gallery partition when the monitoring information is greater than a corresponding monitoring threshold value; determining the settlement information of the expansion joints of two adjacent underground pipe galleries and the two adjacent underground pipe galleries according to the inclination angle information of the expansion joints and the inclination angle information of the two pipe galleries, and sending second early warning information when the settlement information is greater than a corresponding settlement threshold value; and determining fracture displacement information at the expansion joints of the two adjacent underground pipe galleries according to the two pieces of horizontal displacement information, and sending out third early warning information when the fracture displacement information is greater than a fracture displacement threshold value.
Further, the first collecting device includes: the device comprises a sliding rod, fixing plates, a rotating motor device and a control device, wherein the two ends of the sliding rod are respectively provided with a fixing plate, the top of each fixing plate is fixed on the inner wall of a pipe gallery, the sliding rod is sleeved with a sliding ring, the sliding ring is fixedly connected with a monitoring carrier, the opposite side surfaces of the two fixing plates are respectively provided with a rotating motor device, a rotating shaft of each rotating motor device is wound with a pull rope, and the free ends of the two pull ropes are respectively connected to the opposite outer walls of; and the monitoring carrier is provided with a monitoring group.
Further, the monitoring group comprises: an environment monitoring group, an equipment monitoring group, a security monitoring group and a fire monitoring group; the environmental monitoring group includes: a temperature and humidity sensor, an oxygen concentration sensor and a methane concentration sensor; the device monitoring group includes: fan monitoring equipment, water pump monitoring equipment and illumination monitoring equipment; the security monitoring group comprises: the system comprises intrusion detection alarm monitoring equipment, video equipment, sound and light alarm equipment and lighting equipment; the fire monitoring group includes: a fire detector is provided.
Further, the second collecting device includes: the two dovetail grooves are respectively arranged on pipe galleries on two sides of the expansion joint of the two adjacent underground pipe galleries, sliding blocks are arranged in the dovetail grooves in a sliding mode, the bottoms of the sliding blocks are connected with connecting rods, springs are arranged on the two connecting rods, the free ends of the two springs are respectively connected to the outer wall of the first placing block, and second placing blocks are arranged on the two connecting rods; and displacement sensors are arranged on the two connecting rods, a first inclination angle sensor is arranged on the first placing block, and a second inclination angle sensor is arranged on the second placing block.
Furthermore, a tension sensor is arranged on the spring and used for acquiring tension information on the spring.
Further, the monitoring platform comprises: the system comprises a position numbering module, a position determining module and a first early warning module;
the position numbering module is used for numbering the pipe gallery partitions at different positions; the position determining module is used for recording the geographical position of the monitoring group in real time through the positioning unit, resolving the geographical position of the monitoring group into a relative position in the corresponding pipe gallery partition, and determining the actual position of the monitoring group according to the pipe gallery partition and the relative position; and the first early warning module is used for sending position early warning information according to the mode of the partition number and the relative position of the pipe gallery when the monitoring information is greater than the corresponding monitoring threshold value.
Further, the monitoring platform comprises: the system comprises a pipe gallery settlement determining module, an expansion joint dislocation settlement determining module, an expansion joint synchronous settlement determining module and a second early warning module;
the pipe gallery settlement determining module is used for comparing the inclination angle information of the two pipe galleries and determining that the two pipe galleries are dislocated settlement or synchronous settlement; the expansion joint dislocation settlement determining module is used for determining settlement amount and settlement direction at the expansion joint of two adjacent underground pipe galleries according to the inclination angle information of the expansion joint when the two pipe galleries are in dislocation settlement; the expansion joint synchronous settlement determining module is used for determining settlement amount and settlement direction of the two pipe galleries respectively according to the inclination angle information of the two pipe galleries when the two pipe galleries are settled synchronously; and the second early warning module is used for sending settlement early warning information when settlement at the expansion joints of the two adjacent underground pipe galleries or settlement of the two pipe galleries is greater than corresponding settlement threshold values.
Further, the monitoring platform comprises: the fracture displacement determining module and the third early warning module;
the fracture displacement determining module is used for judging the horizontal movement amount of the two pipe galleries according to the two pieces of horizontal displacement information, and determining the fracture displacement amount at the expansion joint of the two adjacent underground pipe galleries according to the sum of the horizontal movement amounts of the two pipe galleries; and the third early warning module is used for sending out fracture early warning information when the fracture displacement at the expansion joints of the two adjacent underground pipe galleries is greater than a fracture displacement threshold value.
Further, the monitoring platform further comprises: a device control module; the device control module includes: the system comprises an environment linkage control unit, a security linkage control unit and a ventilation linkage control unit;
the environment linkage control unit is used for automatically linking the ventilation equipment when the monitoring numerical values of the temperature and humidity sensor, the oxygen concentration sensor and the methane concentration sensor exceed corresponding threshold values; the security and protection linkage control unit is used for automatically linking the video equipment, the sound and light alarm equipment and the lighting equipment when the intrusion detection alarm monitoring equipment sends out an alarm signal; the ventilation linkage control unit is used for automatically linking the ventilation equipment when the air temperature in the pipe gallery is higher than a threshold value or the line is required to be overhauled.
The embodiment of the invention provides an intelligent monitoring system for a comprehensive pipe gallery, which has the following beneficial effects compared with the prior art:
according to the invention, the whole pipe gallery is partitioned and numbered, and a monitoring group with a positioning module capable of moving left and right circularly is arranged in each partition, so that the accident position address can be accurately and quickly determined; by the aid of the inclination angle sensor and the displacement sensor, settlement information and horizontal direction fracture information of expansion joints of two adjacent underground pipe galleries can be acquired simultaneously, and monitoring is comprehensive and reliable; wherein, inclination sensor includes threely, is used for acquireing the inclination information of two adjacent underground pipe gallery expansion joints department, both sides pipe gallery respectively, not only can obtain the dislocation settlement condition of two adjacent underground pipe gallery expansion joints department, can also obtain the synchronous settlement condition of two adjacent underground pipe gallery expansion joints department for the pipe gallery settlement monitoring is more comprehensive reliable.
Drawings
Fig. 1 is a schematic structural diagram of a first collecting device according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a second collecting device according to an embodiment of the present invention;
fig. 3 is a functional schematic block diagram of an internal monitoring platform according to an embodiment of the present 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.
The embodiment of the invention provides an intelligent monitoring system for a comprehensive pipe gallery, which comprises: collection system 1, monitoring platform 2.
The collection device comprises: a plurality of first acquisition devices 11 and a plurality of second acquisition devices 12.
The first acquisition device 11 is used for acquiring monitoring information of corresponding positions in the corresponding pipe rack subarea in real time by moving the monitoring group on the inner wall of the pipe rack in real time; second collection system 12 for through setting up inclination sensor and the displacement sensor in two adjacent underground pipe gallery expansion joints department, gather the expansion joint inclination information of two adjacent underground pipe gallery expansion joints department, the pipe gallery inclination information of two adjacent underground pipe gallery expansion joints department both sides pipe gallery, the horizontal displacement information of two adjacent underground pipe gallery expansion joint both sides in real time.
The monitoring platform 2 is used for sending first early warning information at a corresponding position in a corresponding pipe gallery partition when the monitoring information is greater than a corresponding monitoring threshold value; determining the settlement information of the expansion joints of two adjacent underground pipe galleries and the two adjacent underground pipe galleries according to the inclination angle information of the expansion joints and the inclination angle information of the two pipe galleries, and sending second early warning information when the settlement information is greater than a corresponding settlement threshold value; and determining fracture displacement information at the expansion joints of the two adjacent underground pipe galleries according to the two pieces of horizontal displacement information, and sending out third early warning information when the fracture displacement information is greater than a fracture displacement threshold value.
Above-mentioned technical scheme is through with whole piping lane subregion, serial number to set up the monitoring group who takes orientation module that can circulate and move about in every subregion, compare with traditional fixed point monitoring, can accurate, confirm accident position address fast. By the aid of the inclination angle sensor and the displacement sensor, settlement information and horizontal direction fracture information of expansion joints of two adjacent underground pipe galleries can be acquired simultaneously, and monitoring is comprehensive and reliable; wherein, inclination sensor includes threely, is used for acquireing the inclination information of two adjacent underground pipe gallery expansion joints department, both sides pipe gallery respectively, not only can obtain the dislocation settlement condition of two adjacent underground pipe gallery expansion joints department, can also obtain the synchronous settlement condition of two adjacent underground pipe gallery expansion joints department for the pipe gallery settlement monitoring is more comprehensive reliable.
Based on the above technical features, the embodiment of the present invention further provides the following defined technical features:
in the embodiment of the present invention, referring to fig. 1, the first collecting device 11 includes: the device comprises a sliding rod 11-1, fixing plates 11-2 are arranged at two ends of the sliding rod 11-1, the tops of the fixing plates 11-2 are fixed on the inner wall of a pipe gallery, a sliding ring 11-3 is sleeved on the sliding rod 11-1, a monitoring carrier 11-4 is fixedly connected to the sliding ring 11-3, rotating motor devices 11-5 are arranged on opposite side faces of the two fixing plates 11-2, pull ropes 11-6 are wound on rotating shafts of the rotating motor devices 11-5, and free ends of the two pull ropes 11-6 are connected to opposite outer walls of the monitoring carrier 11-4 respectively; the monitoring carrier 11-4 is provided with a monitoring group.
In practical application, the two rotating motor devices 11-5 drive the monitoring carrier 11-4 to move left and right in a continuous state, and the monitoring group on the monitoring carrier 11-4 monitors various data in the corridor partition in a patrol mode.
For example, the monitoring group in the embodiment of the present invention includes: an environment monitoring group, an equipment monitoring group, a security monitoring group and a fire monitoring group; the environmental monitoring group includes: a temperature and humidity sensor, an oxygen concentration sensor and a methane concentration sensor; the device monitoring group includes: fan monitoring equipment, water pump monitoring equipment and illumination monitoring equipment; the security monitoring group comprises: the system comprises intrusion detection alarm monitoring equipment, video equipment, sound and light alarm equipment and lighting equipment; the fire monitoring group includes: a fire detector is provided.
In the embodiment of the present invention, referring to fig. 2, the second collecting device 12 includes: the two dovetail grooves 12-1 are respectively arranged on pipe galleries on two sides of an expansion joint of two adjacent underground pipe galleries, the dovetail grooves 12-1 are internally provided with sliding blocks in a sliding manner, the bottoms of the sliding blocks are connected with connecting rods 12-2, springs 12-3 are respectively arranged on the two connecting rods 12-2, the free ends of the two springs 12-3 are respectively connected to the outer walls of the first placing blocks 12-4, and the two connecting rods 12-2 are respectively provided with a second placing block 12-5; displacement sensors are arranged on the two connecting rods 12-2, a first inclination angle sensor is arranged on the first placing block 12-4, and a second inclination angle sensor is arranged on the second placing block 12-5. Compared with the fixed rod arranged between the two connecting rods 12-2, the spring 12-3 arranged between the two connecting rods 12-2 is used for avoiding affecting the movement of the two connecting rods 12-2 when settlement occurs, so that the horizontal displacement information monitoring is inaccurate.
In practical application, when the pipe gallery is settled, the first inclination angle sensor can monitor the inclination information of the expansion joints of the two adjacent underground pipe galleries, and the second inclination angle sensor can monitor the respective inclination information of the pipe galleries at the two sides; when the piping lane breaks, can monitor the horizontal migration information of both sides piping lane respectively through two displacement sensor.
In order to monitor whether the spring 12-3 is broken or not and prevent the first broken inclination angle sensor from measuring inaccurately, the spring 12-3 is provided with a tension sensor which is used for acquiring tension information on the spring 12-3; meanwhile, early warning information can be sent according to the tension information, and monitoring safety is improved.
With particular reference to fig. 3, the monitoring platform 2 comprises: the system comprises a position numbering module 21, a position determining module 22 and a first early warning module 23. The position numbering module 21 is used for numbering the pipe gallery partitions at different positions; the position determining module 22 is used for recording the geographical positions of the monitoring groups in real time through the positioning unit, resolving the geographical positions of the monitoring groups into relative positions in corresponding pipe gallery partitions, and determining the actual positions of the monitoring groups according to the pipe gallery partitions and the relative positions; and the first early warning module 23 is used for sending out position early warning information according to the mode of the pipe gallery partition number and the relative position when the monitoring information is greater than the corresponding monitoring threshold value.
The above "resolving the geographical position of the monitoring group to a relative position within the corresponding pipe gallery partition" is specifically explained as follows: resolving the monitored longitude and latitude geographical position information into a plurality of meters towards east/south/west/north in a certain pipe gallery subarea, thereby being convenient for finding out the specific position of an accident quickly. In addition, the location warning information includes: and early warning signals corresponding to different types of monitoring parameters.
With particular reference to fig. 3, the monitoring platform 2 further comprises: the system comprises a pipe gallery settlement determining module 24, an expansion joint dislocation settlement determining module 25, an expansion joint synchronous settlement determining module 26 and a second early warning module 27; the pipe gallery settlement determining module 24 is used for comparing the inclination angle information of the two pipe galleries and determining that the two pipe galleries are dislocated settlement or synchronous settlement; the expansion joint dislocation settlement determining module 25 is used for determining settlement amount and settlement direction at the expansion joint of two adjacent underground pipe galleries according to the inclination angle information of the expansion joint when the two pipe galleries are in dislocation settlement; the expansion joint synchronous settlement determining module 26 is used for determining settlement amount and settlement direction of the two pipe galleries respectively according to the inclination angle information of the two pipe galleries when the two pipe galleries are settled synchronously; and the second early warning module 27 is used for sending settlement early warning information when the settlement amount at the expansion joints of the two adjacent underground pipe galleries or the settlement amount of the two pipe galleries is greater than the corresponding settlement threshold value.
The staggered sedimentation refers to that after sedimentation, the pipe gallery on one side is high and the pipe gallery on one side is low; "synchronous settlement" means that both sides pipe gallery subsides and is just "V" type, or both sides pipe gallery subsides and is an "V" type of falling.
With particular reference to fig. 3, the monitoring platform 2 further comprises: a fracture displacement determination module 28 and a third early warning module 29; the fracture displacement determining module 28 is used for judging the horizontal movement amount of the two pipe galleries according to the two pieces of horizontal displacement information, and determining the fracture displacement amount at the expansion joint of the two adjacent underground pipe galleries according to the sum of the horizontal movement amounts of the two pipe galleries; and the third early warning module 29 is used for sending out fracture early warning information when the fracture displacement at the expansion joints of the two adjacent underground pipe galleries is greater than a fracture displacement threshold value.
With particular reference to fig. 3, the monitoring platform 2 further comprises: 2-10 of equipment control modules; the device control modules 2-10 include: the system comprises an environment linkage control unit 2-101, a security linkage control unit 2-102 and a ventilation linkage control unit 2-103. The environment linkage control unit 2-101 is used for automatically linking ventilation equipment when monitoring numerical values of a temperature and humidity sensor, an oxygen concentration sensor and a methane concentration sensor exceed corresponding threshold values; the security and protection linkage control units 2-102 are used for automatically linking the video equipment, the sound and light alarm equipment and the lighting equipment when the intrusion detection alarm monitoring equipment sends out an alarm signal; and the ventilation linkage control units 2-103 are used for automatically linking the ventilation equipment when the air temperature in the pipe gallery is higher than a threshold value or the line is required to be overhauled.
In addition, the monitoring platform 2 of the invention can comprise a plurality of sub-control platforms and a master control platform which is in electric communication with the plurality of sub-control platforms, thereby realizing the sharing of information in the operation process of the pipe gallery.
The above disclosure is only a few specific embodiments of the present invention, and those skilled in the art can make various modifications and variations of the present invention without departing from the spirit and scope of the present invention, and it is intended that the present invention encompass these modifications and variations as well as others within the scope of the appended claims and their equivalents.

Claims (9)

1. The utility model provides a utility tunnel intelligent monitoring system which characterized in that includes: the system comprises a collecting device (1) and a monitoring platform (2);
the collection device comprises: a plurality of first acquisition devices (11) and a plurality of second acquisition devices (12);
the first acquisition device (11) is used for acquiring monitoring information of a corresponding position in a corresponding pipe gallery partition in real time by moving the monitoring group on the inner wall of the pipe gallery in real time; the second acquisition device (12) is used for acquiring the inclination angle information of the expansion joint of the two adjacent underground pipe galleries, the pipe gallery inclination angle information of pipe galleries at two sides of the expansion joint of the two adjacent underground pipe galleries and the horizontal displacement information of two sides of the expansion joint of the two adjacent underground pipe galleries in real time through the inclination angle sensor and the displacement sensor which are arranged at the expansion joint of the two adjacent underground pipe galleries;
the monitoring platform (2) is used for sending first early warning information corresponding to the corresponding position in the pipe gallery partition when the monitoring information is larger than the corresponding monitoring threshold value; determining the settlement information of the expansion joints of two adjacent underground pipe galleries and the two adjacent underground pipe galleries according to the inclination angle information of the expansion joints and the inclination angle information of the two pipe galleries, and sending second early warning information when the settlement information is greater than a corresponding settlement threshold value; and determining fracture displacement information at the expansion joints of the two adjacent underground pipe galleries according to the two pieces of horizontal displacement information, and sending out third early warning information when the fracture displacement information is greater than a fracture displacement threshold value.
2. The utility tunnel intelligent monitoring system of claim 1, characterized in that the first collecting device (11) comprises: the device comprises a sliding rod (11-1), wherein fixing plates (11-2) are arranged at two ends of the sliding rod (11-1), the tops of the fixing plates (11-2) are fixed on the inner wall of a pipe gallery, a sliding ring (11-3) is sleeved on the sliding rod (11-1), a monitoring carrier (11-4) is fixedly connected to the sliding ring (11-3), rotating motor devices (11-5) are arranged on opposite side faces of the two fixing plates (11-2), pull ropes (11-6) are wound on rotating shafts of the rotating motor devices (11-5), and free ends of the two pull ropes (11-6) are respectively connected to opposite outer walls of the monitoring carrier (11-4); and a monitoring group is distributed on the monitoring carrier (11-4).
3. The utility tunnel intelligent monitoring system of claim 2, wherein the monitoring group comprises: an environment monitoring group, an equipment monitoring group, a security monitoring group and a fire monitoring group; the environmental monitoring group includes: a temperature and humidity sensor, an oxygen concentration sensor and a methane concentration sensor; the device monitoring group includes: fan monitoring equipment, water pump monitoring equipment and illumination monitoring equipment; the security monitoring group comprises: the system comprises intrusion detection alarm monitoring equipment, video equipment, sound and light alarm equipment and lighting equipment; the fire monitoring group includes: a fire detector is provided.
4. The utility tunnel intelligent monitoring system of claim 1, characterized in that the second acquisition device (12) comprises: the two dovetail grooves (12-1) are respectively arranged on pipe galleries on two sides of an expansion joint of two adjacent underground pipe galleries, sliding blocks are arranged in the dovetail grooves (12-1) in a sliding mode, the bottoms of the sliding blocks are connected with connecting rods (12-2), springs (12-3) are arranged on the two connecting rods (12-2), free ends of the two springs (12-3) are respectively connected to the outer wall of a first placing block (12-4), and second placing blocks (12-5) are arranged on the two connecting rods (12-2); displacement sensors are arranged on the two connecting rods (12-2), a first inclination angle sensor is arranged on the first placing block (12-4), and a second inclination angle sensor is arranged on the second placing block (12-5).
5. The utility tunnel intelligent monitoring system according to claim 4, characterized in that a tension sensor is arranged on the spring (12-3) and used for acquiring tension information on the spring (12-3).
6. The utility tunnel intelligent monitoring system of claim 1, characterized in that the monitoring platform (2) comprises: the system comprises a position numbering module (21), a position determining module (22) and a first early warning module (23);
the position numbering module (21) is used for numbering the pipe gallery partitions at different positions; the position determining module (22) is used for recording the geographical position of the monitoring group in real time through the positioning unit, resolving the geographical position of the monitoring group into a relative position in the corresponding pipe gallery partition, and determining the actual position of the monitoring group according to the pipe gallery partition and the relative position; and the first early warning module (23) is used for sending out position early warning information according to the mode of the partition number and the relative position of the pipe gallery when the monitoring information is greater than the corresponding monitoring threshold value.
7. The utility tunnel intelligent monitoring system of claim 1, characterized in that the monitoring platform (2) comprises: the system comprises a pipe gallery settlement determining module (24), an expansion joint dislocation settlement determining module (25), an expansion joint synchronous settlement determining module (26) and a second early warning module (27);
the pipe gallery settlement determining module (24) is used for comparing the inclination angle information of the two pipe galleries and determining that the two pipe galleries are dislocated settlement or synchronous settlement; the expansion joint dislocation settlement determining module (25) is used for determining settlement amount and settlement direction at the expansion joint of two adjacent underground pipe galleries according to the inclination angle information of the expansion joint when the two pipe galleries are in dislocation settlement; the expansion joint synchronous settlement determining module (26) is used for determining settlement amount and settlement direction of the two pipe galleries respectively according to the inclination angle information of the two pipe galleries when the two pipe galleries are settled synchronously; and the second early warning module (27) is used for sending settlement early warning information when settlement at the expansion joints of the two adjacent underground pipe galleries or settlement of the two pipe galleries is greater than corresponding settlement threshold values.
8. The utility tunnel intelligent monitoring system according to claim 1 or 7, characterized in that the monitoring platform (2) comprises: a fracture displacement determining module (28) and a third early warning module (29);
the fracture displacement determining module (28) is used for judging the horizontal movement amount of the two pipe galleries according to the information of the two horizontal displacements and determining the fracture displacement amount at the expansion joint of the two adjacent underground pipe galleries according to the sum of the horizontal movement amounts of the two pipe galleries; and the third early warning module (29) is used for sending out fracture early warning information when the fracture displacement at the expansion joints of the two adjacent underground pipe galleries is greater than a fracture displacement threshold value.
9. The utility tunnel intelligent monitoring system of claim 3, characterized in that the monitoring platform (2) further comprises: a device control module (2-10); the device control module (2-10) comprises: the system comprises an environment linkage control unit (2-101), a security linkage control unit (2-102) and a ventilation linkage control unit (2-103);
the environment linkage control unit (2-101) is used for automatically linking the ventilation equipment when the monitoring numerical values of the temperature and humidity sensor, the oxygen concentration sensor and the methane concentration sensor exceed corresponding threshold values; the security and protection linkage control unit (2-102) is used for automatically linking the video equipment, the sound and light alarm equipment and the lighting equipment when the intrusion detection alarm monitoring equipment sends out an alarm signal; and the ventilation linkage control unit (2-103) is used for automatically linking the ventilation equipment when the air temperature in the pipe gallery is higher than a threshold value or the line is required to be overhauled.
CN202010343338.2A 2020-04-27 2020-04-27 Utility tunnel intelligent monitoring system Pending CN111504377A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010343338.2A CN111504377A (en) 2020-04-27 2020-04-27 Utility tunnel intelligent monitoring system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010343338.2A CN111504377A (en) 2020-04-27 2020-04-27 Utility tunnel intelligent monitoring system

Publications (1)

Publication Number Publication Date
CN111504377A true CN111504377A (en) 2020-08-07

Family

ID=71869482

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010343338.2A Pending CN111504377A (en) 2020-04-27 2020-04-27 Utility tunnel intelligent monitoring system

Country Status (1)

Country Link
CN (1) CN111504377A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112924120A (en) * 2021-01-26 2021-06-08 马鞍山十七冶工程科技有限责任公司 Underground comprehensive pipe gallery seam leakage monitoring device and method
CN113438690A (en) * 2021-05-08 2021-09-24 陕西墨斗星智能科技有限公司 Long-distance signal transmission method of latticed pipe gallery early warning system
CN113518363A (en) * 2021-07-20 2021-10-19 陕西墨斗星智能科技有限公司 Long-distance reverse signal transmission method of latticed pipe gallery early warning system
CN113534654A (en) * 2021-07-31 2021-10-22 济南和利时自动化工程有限公司 Control device for fire partition of urban comprehensive pipe gallery
CN117387009A (en) * 2023-10-12 2024-01-12 安徽省新路建设工程集团有限责任公司 Real-time monitoring and early warning method and system for leakage state of pipe gallery

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106352843A (en) * 2016-08-30 2017-01-25 中电投工程研究检测评定中心 Device and method for monitoring deformation of main structures on two sides of deformation joint
CN106840064A (en) * 2016-12-30 2017-06-13 长沙理工大学 A kind of bridge expanssion joint displacement monitor
CN106908028A (en) * 2017-03-21 2017-06-30 中冶东方控股有限公司 Piping lane sedimentation detecting system and detection method
CN206653397U (en) * 2017-03-29 2017-11-21 张胜雷 The towed electricity of hanger rail leads to integrated piping lane environmental monitoring intelligent miniature robot
CN108589775A (en) * 2018-05-07 2018-09-28 中铁十七局集团第三工程有限公司 Prevent the construction method that underground pipe gallery generates relative settlement
CN208059861U (en) * 2018-05-07 2018-11-06 中铁十七局集团第三工程有限公司 City integrated underground pipe gallery relative settlement monitoring system
CN208183800U (en) * 2018-05-07 2018-12-04 中铁十七局集团第三工程有限公司 City integrated underground pipe gallery relative settlement update the system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106352843A (en) * 2016-08-30 2017-01-25 中电投工程研究检测评定中心 Device and method for monitoring deformation of main structures on two sides of deformation joint
CN106840064A (en) * 2016-12-30 2017-06-13 长沙理工大学 A kind of bridge expanssion joint displacement monitor
CN106908028A (en) * 2017-03-21 2017-06-30 中冶东方控股有限公司 Piping lane sedimentation detecting system and detection method
CN206653397U (en) * 2017-03-29 2017-11-21 张胜雷 The towed electricity of hanger rail leads to integrated piping lane environmental monitoring intelligent miniature robot
CN108589775A (en) * 2018-05-07 2018-09-28 中铁十七局集团第三工程有限公司 Prevent the construction method that underground pipe gallery generates relative settlement
CN208059861U (en) * 2018-05-07 2018-11-06 中铁十七局集团第三工程有限公司 City integrated underground pipe gallery relative settlement monitoring system
CN208183800U (en) * 2018-05-07 2018-12-04 中铁十七局集团第三工程有限公司 City integrated underground pipe gallery relative settlement update the system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112924120A (en) * 2021-01-26 2021-06-08 马鞍山十七冶工程科技有限责任公司 Underground comprehensive pipe gallery seam leakage monitoring device and method
CN113438690A (en) * 2021-05-08 2021-09-24 陕西墨斗星智能科技有限公司 Long-distance signal transmission method of latticed pipe gallery early warning system
CN113518363A (en) * 2021-07-20 2021-10-19 陕西墨斗星智能科技有限公司 Long-distance reverse signal transmission method of latticed pipe gallery early warning system
CN113534654A (en) * 2021-07-31 2021-10-22 济南和利时自动化工程有限公司 Control device for fire partition of urban comprehensive pipe gallery
CN117387009A (en) * 2023-10-12 2024-01-12 安徽省新路建设工程集团有限责任公司 Real-time monitoring and early warning method and system for leakage state of pipe gallery

Similar Documents

Publication Publication Date Title
CN111504377A (en) Utility tunnel intelligent monitoring system
CN110245734A (en) Tunnel structure disease recognition System and method for based on rail mounted crusing robot
CN110926439B (en) Operation tunnel structure health monitoring system based on BIM technology
RU2701887C1 (en) System and method for continuous monitoring of state of contact network of rail transport
CN103729908A (en) Intelligent inspection device of railway tunnel and application method thereof
WO2012070754A1 (en) Device and method for the remote monitoring of a solar module
CN106696999B (en) A kind of track operation security monitor and alarm system and method
CN104167067A (en) Monitoring alarm system for city well covers and rails and monitoring method thereof
WO2019245146A1 (en) Ict-based system for monitoring, in real time, displacements in mine
CN211825988U (en) Water surface pollutant monitoring system
CN201716812U (en) Disaster prevention and safety monitoring system
WO2022045468A1 (en) System for integrated measurement and management of sensing data for detection of collapse within mine pit
CN103024064A (en) Building state monitoring and escape guiding system and building state monitoring and escape guiding method
CN105844569A (en) Wireless direct transmission three-dimensional digital dangerous building safety monitoring management system
US20220388810A1 (en) Method, device, and early warning system for monitoring elevator health state
CN110797981B (en) Power cable safety monitoring system in tunnel
CN110803199A (en) High-speed railway tunnel safety perception and early warning system
CN104816742A (en) Train operation disaster early warning and monitoring system
CN104484988A (en) Automatic space structure health monitoring system based on curved-surface wall-climbing robot sensor
CN111702809A (en) Robot track self-checking device and method thereof
CN115996190B (en) Internet of things pipe gallery dangerous case redundancy detection positioning and multi-link communication method and system
CN106056918A (en) Vehicle converse running and illegal lane change detection system and detection method based on laser ranging
CN112650330A (en) Factory workshop emergency lighting intelligent control system
CN110067598B (en) Underground disaster alarm method based on personnel positioning
CN214843405U (en) Intelligent bridge system based on 5G

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
RJ01 Rejection of invention patent application after publication

Application publication date: 20200807

RJ01 Rejection of invention patent application after publication