CN113701706B - A tunnel deformation monitoring optical fiber testing method and system - Google Patents

A tunnel deformation monitoring optical fiber testing method and system Download PDF

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CN113701706B
CN113701706B CN202110957905.8A CN202110957905A CN113701706B CN 113701706 B CN113701706 B CN 113701706B CN 202110957905 A CN202110957905 A CN 202110957905A CN 113701706 B CN113701706 B CN 113701706B
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foundation pit
water pressure
surrounding soil
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CN113701706A (en
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王兴
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Suzhou Nanyong Emergency Technology Co ltd
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Nanjing University Suzhou High Tech Institute
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    • 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
    • G01B21/32Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01KMEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
    • G01K13/00Thermometers specially adapted for specific purposes
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L19/00Details of, or accessories for, apparatus for measuring steady or quasi-steady pressure of a fluent medium insofar as such details or accessories are not special to particular types of pressure gauges
    • GPHYSICS
    • G08SIGNALLING
    • G08CTRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
    • G08C23/00Non-electrical signal transmission systems, e.g. optical systems
    • G08C23/06Non-electrical signal transmission systems, e.g. optical systems through light guides, e.g. optical fibres
    • HELECTRICITY
    • H04ELECTRIC COMMUNICATION TECHNIQUE
    • H04NPICTORIAL COMMUNICATION, e.g. TELEVISION
    • H04N7/00Television systems
    • H04N7/18Closed-circuit television [CCTV] systems, i.e. systems in which the video signal is not broadcast
    • H04N7/181Closed-circuit television [CCTV] systems, i.e. systems in which the video signal is not broadcast for receiving images from a plurality of remote sources
    • HELECTRICITY
    • H04ELECTRIC COMMUNICATION TECHNIQUE
    • H04QSELECTING
    • H04Q9/00Arrangements in telecontrol or telemetry systems for selectively calling a substation from a main station, in which substation desired apparatus is selected for applying a control signal thereto or for obtaining measured values therefrom

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Soil Sciences (AREA)
  • Analytical Chemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
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  • Multimedia (AREA)
  • Signal Processing (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses a tunnel deformation monitoring optical fiber testing method and system, which comprise a data transmission system, a step distance monitoring and measuring system, a foundation pit surrounding soil pressure monitoring system, a water pressure monitoring system and a video acquisition system, wherein data information monitored by the step distance monitoring and measuring system, the foundation pit surrounding soil pressure monitoring system and the water pressure monitoring system is transmitted to a main control center through the data transmission system, and then data analysis is carried out through the main control center. And comparing the acquired data with an initial set threshold value (namely, within an error range) one by one, and when the parameter information identified by any system exceeds the set threshold value, sending out an early warning notification of tunnel deformation, so that the monitoring range of tunnel deformation identification is improved, the identification rate of monitoring is improved, and the tunnel deformation early warning condition is controlled more accurately.

Description

一种隧道变形监测光纤测试方法及系统A tunnel deformation monitoring optical fiber testing method and system

技术领域technical field

本发明属于隧道工程安全监测技术领域,具体涉及一种隧道变形监测光纤测试方法及系统。The invention belongs to the technical field of tunnel engineering safety monitoring, and in particular relates to a tunnel deformation monitoring optical fiber testing method and system.

背景技术Background technique

隧道作为现在基建中地下建筑工程,根据使用用途的不同,分为交通隧道、水工隧道、市政隧道、矿山隧道等。As an underground construction project in the current infrastructure, tunnels are divided into traffic tunnels, hydraulic tunnels, municipal tunnels, and mine tunnels according to different uses.

隧道在开挖后,由于初始地应力场的应力释放,其结果会引发围岩周围受到各种形态的变形,如拱顶下沉、两侧围岩挤入、底部鼓起以及掌子面挤出等,而变形的后果极易导致围岩的松弛,当围岩的变形或松弛超过一定范围时,就会造成崩塌或不稳定等情况的产生。After the excavation of the tunnel, due to the stress release of the initial geostress field, the surrounding rock will be deformed in various forms, such as the sinking of the vault, the intrusion of the surrounding rock on both sides, the bulging of the bottom, and the extrusion of the tunnel face. However, the consequences of deformation can easily lead to the relaxation of the surrounding rock. When the deformation or relaxation of the surrounding rock exceeds a certain range, it will cause collapse or instability.

为了保障施工安全,对于隧道施工过程中,需要在施工过程中实时检测隧道的变形情况,甚至围岩周围的位置变化、水量渗水变化、水压变化等众多的数据需要及时采集,现在大多数数据虽然采用的都是数字化监测设备进行检测,但是对于不同数据缺乏及时分析能力,例如,在围岩位置变化可控范围内,却出现较大的水量渗水发生,也会引发不必要的围岩形变危险,需要及时处理。目前的监测手段较为单一,不能从多个数据去检测识别隧道的具体变形情况In order to ensure construction safety, during the construction of the tunnel, it is necessary to detect the deformation of the tunnel in real time during the construction process, and even the position change around the surrounding rock, the change of water seepage, the change of water pressure and many other data need to be collected in time. Most of the data now Although all digital monitoring equipment is used for detection, there is a lack of timely analysis capabilities for different data. For example, within the controllable range of changes in the surrounding rock position, a large amount of water seepage occurs, which will also cause unnecessary deformation of the surrounding rock Dangerous, need to be dealt with promptly. The current monitoring method is relatively single, and it is impossible to detect and identify the specific deformation of the tunnel from multiple data

发明内容Contents of the invention

针对现有技术的不足,本发明的目的在于提供一种隧道变形监测光纤测试方法及系统,解决了现有技术中存在的上述技术问题。In view of the deficiencies of the prior art, the object of the present invention is to provide a tunnel deformation monitoring optical fiber testing method and system, which solves the above-mentioned technical problems existing in the prior art.

本发明的目的可以通过以下技术方案实现:The purpose of the present invention can be achieved through the following technical solutions:

一种隧道变形监测光纤测试系统,包括数据传输系统、步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统,A tunnel deformation monitoring optical fiber testing system, including a data transmission system, a step distance monitoring and measurement system, a soil pressure monitoring system around a foundation pit, a water pressure monitoring system, and a video acquisition system,

所述步距监控测量系统:通过激光传感器与角度传感器的协同作用,可同时测量常子面及仰拱两个安全步距,并将测得的数据信息通过数据传输系统传输给主控制中心;The step distance monitoring and measuring system: through the synergistic effect of the laser sensor and the angle sensor, it can simultaneously measure the two safe step distances of the constant sub-surface and the inverted arch, and transmit the measured data information to the main control center through the data transmission system;

所述基坑围土压力监测系统:用于监测隧道基坑周边围土的压力值变化,并将监测的数据信息通过数据传输系统传输给主控制中心;The surrounding soil pressure monitoring system of the foundation pit: used to monitor the pressure value change of the surrounding soil around the foundation pit of the tunnel, and transmit the monitored data information to the main control center through the data transmission system;

所述水压监测系统:通过水压传感器设置在同一基坑中的不同高度,并实时检测基坑中的水压大小,随后实时传输不同高度的中水压传感器的变化情况,并将数据信息通过数据传输系统传输给主控制中心;The water pressure monitoring system: set the water pressure sensors at different heights in the same foundation pit, and detect the water pressure in the foundation pit in real time, then transmit the changes of the water pressure sensors at different heights in real time, and send the data information It is transmitted to the main control center through the data transmission system;

所述视频采集系统由多个视频拍摄模块组成,并使视频拍摄模块实时显示整个隧道内的情况,并形成视频流信息,将视频流信息通过数据传输系统传输给主控制中心;The video acquisition system is composed of multiple video capture modules, and the video capture modules display the situation in the whole tunnel in real time, and form video stream information, which is transmitted to the main control center through the data transmission system;

所述主控制中心根据步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统所采集到的信息汇总后,监测隧道变形情况,并实时发出变形预警信息。The main control center monitors the deformation of the tunnel according to the information collected by the step distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, the water pressure monitoring system, and the video acquisition system, and sends out deformation warning information in real time.

进一步的,所述步距监控测量系统通过激光测量的方式,其测量距离误差<0.1米,角度误差<0.1米,综合误差<0.3米。Further, the step distance monitoring and measuring system adopts laser measurement, and its measurement distance error is less than 0.1 meters, angle error is less than 0.1 meters, and comprehensive error is less than 0.3 meters.

进一步的,所述基坑围土压力监测系统:沿着隧道内基坑的开孔方向打孔,同时在基坑周边围土沿着基坑围土进行定位,并将定位的标记点位坐标记录作为标准参照,随后每隔一段时间进行相同角度的拍照,同时比对每段时间内标记点的位置变化。Further, the soil pressure monitoring system around the foundation pit: drill holes along the opening direction of the foundation pit in the tunnel, and at the same time position the surrounding soil around the foundation pit along the surrounding soil of the foundation pit, and set the coordinates of the positioned marking points Record as a standard reference, and then take pictures at the same angle at regular intervals, and compare the position changes of the marker points within each period of time.

进一步的,所述水压监测系统中设置有水压检测器以及温度检测器,通过多组所述水压检测器检测基坑内不同高度的水压情况,同时温度检测器检测基坑内的实时温度。Further, the water pressure monitoring system is provided with a water pressure detector and a temperature detector, and multiple groups of the water pressure detectors are used to detect the water pressure at different heights in the foundation pit, and the temperature detector detects the real-time temperature in the foundation pit .

进一步的,所述数据传输系统通过A/D转换器上传到通过光纤将监测到的数据以电信号形式上传到主控制中心,所述主控制中心将电信号还原成测试数字信号,同时将还原后的数字信号存储在数据库中;Further, the data transmission system uploads the monitored data to the main control center in the form of electrical signals through the A/D converter, and the main control center restores the electrical signals to test digital signals, and at the same time restores the The final digital signal is stored in the database;

各种监测系统提供的测试数字信号经过综合监测平台进行信号比对,并将比对后的结果进行分析,作出判断,同时及时通知工作人员进行处理。The test digital signals provided by various monitoring systems are compared through the comprehensive monitoring platform, and the compared results are analyzed to make judgments and notify the staff in time for processing.

进一步的,所述基坑围土压力监测系统设置有围土压力过滤模块,将人为破坏使基坑围土周边出现的压力变化进行过滤;所述水压监测系统设置有水压过滤模块,并通过水压过滤模块对基坑内的因外部注水导致的水压变化进行过滤。Further, the surrounding soil pressure monitoring system of the foundation pit is provided with a surrounding soil pressure filtering module, which filters the pressure changes around the surrounding soil of the foundation pit caused by man-made damage; the water pressure monitoring system is provided with a water pressure filtering module, and The water pressure change caused by external water injection in the foundation pit is filtered through the water pressure filtering module.

进一步的,所述步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统之间均采用独立的供电系统供电操作。Further, the step distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, the water pressure monitoring system, and the video acquisition system all use independent power supply systems for power supply operation.

所述的隧道变形监测光纤测试方法,包括以下步骤:The tunnel deformation monitoring optical fiber testing method comprises the following steps:

S1、通过将步距监控测量系统监测测量常子面及仰拱两个安全步距、基坑围土压力监测系统监测隧道基坑周边围土的压力值、水压监测系统检测基坑内水压及水温的数值变化,并将数字信息转化成电信号通过数据传输系统传输至主控制中心;S1. By monitoring and measuring the two safe steps of the constant face and the inverted arch with the step distance monitoring and measuring system, the soil pressure monitoring system around the foundation pit monitors the pressure value of the surrounding soil around the foundation pit of the tunnel, and the water pressure monitoring system detects the water pressure in the foundation pit and the numerical changes of water temperature, and convert the digital information into electrical signals and transmit them to the main control center through the data transmission system;

S2、将主控制中心接收到上述监测系统所收集的电信号再转换成数字信号,同时对于每个监测系统所收集到的信息首先进行独立出来,并逐一比对初始设定的阈值,当监测的数字信息在初始设定的阈值范围内,则不发出提示,并将该数字信号转送至综合监测平台;当监测的数字信息超过初始设定的阈值范围时,则立即通过外接的报警装置发出提示;S2. The main control center receives the electrical signals collected by the above-mentioned monitoring system and then converts them into digital signals. At the same time, the information collected by each monitoring system is firstly separated and compared with the initially set thresholds one by one. When monitoring If the digital information is within the initially set threshold range, no prompt will be issued, and the digital signal will be forwarded to the integrated monitoring platform; when the monitored digital information exceeds the initially set threshold range, it will be sent out immediately through an external alarm device hint;

S3、当综合监测平台接收到数字信号时,则两两比较每个监测系统所收集到的信号,同时将比较后的信号传输传输至综合监测平台中的比较模块,所述比较模块将收集到的信号进行二次比较预设值,当超过预设值时则通过外接的报警装置发出提示,否则不发出提示。S3, when the integrated monitoring platform receives the digital signal, compare the signals collected by each monitoring system in pairs, and transmit the compared signal to the comparison module in the integrated monitoring platform, and the comparison module will collect The signal is compared with the preset value twice, and when the preset value is exceeded, a prompt will be issued through an external alarm device, otherwise no prompt will be issued.

本发明的有益效果:Beneficial effects of the present invention:

1、整个系统通过首先通过距监控测量系统、基坑围土压力监测系统、水压监测系统分别检测隧道内变形所引起的物理变化参数采集。并将采集的数据与初始设定的阈值(即误差范围内)进行逐一比对,当任一系统所示识别的参数信息超过设定的阈值时,则会发出隧道变形的预警通知,提高了隧道变形识别的监测范围。1. The whole system collects the physical change parameters caused by the deformation in the tunnel through the distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, and the water pressure monitoring system respectively. And compare the collected data with the initially set threshold (that is, within the error range) one by one. When the identified parameter information displayed by any system exceeds the set threshold, an early warning notification of tunnel deformation will be issued, which improves the The monitoring range of tunnel deformation recognition.

2、本系统采用的方法中,当检测的数据逐一比对时并未超过每个独立系统设定的初始阈值时,需要进行各个参数的两两比对,这样即减少了整个系统的误判情况,同时综合了距监控测量系统、基坑围土压力监测系统、水压监测系统两两之间的数据,提高了监测的识别率,更加准确的掌控隧道变形预警情况。2. In the method adopted by this system, when the detected data does not exceed the initial threshold set by each independent system when compared one by one, a pairwise comparison of each parameter is required, which reduces the misjudgment of the entire system At the same time, the data between the distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, and the water pressure monitoring system are integrated, which improves the recognition rate of monitoring and more accurately controls the early warning of tunnel deformation.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, for those of ordinary skill in the art, In other words, other drawings can also be obtained from these drawings on the premise of not paying creative work.

图1是本发明实施例的整体流程结构示意图;Fig. 1 is a schematic diagram of the overall process structure of an embodiment of the present invention;

图2是本发明实施例的控制结构示意图;Fig. 2 is a control structure schematic diagram of an embodiment of the present invention;

图3是本发明实施例的步距监控测量系统整体结构示意图。Fig. 3 is a schematic diagram of the overall structure of the step distance monitoring and measuring system according to the embodiment of the present invention.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其它实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

如图1、图2所示,本发明实施例提供一种隧道变形监测光纤测试系统,包括数据传输系统、步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统、主控制中心。As shown in Figure 1 and Figure 2, the embodiment of the present invention provides a tunnel deformation monitoring optical fiber testing system, including a data transmission system, a step distance monitoring and measurement system, a soil pressure monitoring system around a foundation pit, a water pressure monitoring system, and a video acquisition system , the main control center.

如图3所示,步距监控测量系统:通过激光传感器与角度传感器的协同作用,可同时测量常子面及仰拱两个安全步距,并将测得的数据信息通过数据传输系统传输给主控制中心。步距监控测量系统通过激光测量的方式,其测量距离误差<0.1米,角度误差<0.1米,综合误差<0.3米。通过激光传感器与角度传感器的协同作用,可同时测量常子面及仰拱两个安全步距,降低了测量成本。As shown in Figure 3, the step distance monitoring and measuring system: through the synergistic effect of the laser sensor and the angle sensor, it can simultaneously measure the two safe step distances of the constant sub-surface and the inverted arch, and transmit the measured data information to the main control center. The step distance monitoring and measuring system adopts laser measurement, and its measurement distance error is less than 0.1 meters, angle error is less than 0.1 meters, and comprehensive error is less than 0.3 meters. Through the synergistic effect of the laser sensor and the angle sensor, the two safety steps of the constant sub-surface and the invert can be measured at the same time, which reduces the measurement cost.

基坑围土压力监测系统:沿着隧道内基坑的开孔方向打孔,同时在基坑周边围土沿着基坑围土进行定位,并将定位的标记点位坐标记录作为标准参照,随后每隔一段时间进行相同角度的拍照,同时比对每段时间内标记点的位置变化,并将监测的数据信息通过数据传输系统传输给主控制中心。Surrounding soil pressure monitoring system of the foundation pit: Drill holes along the opening direction of the foundation pit in the tunnel, and at the same time position the surrounding soil around the foundation pit along the surrounding soil of the foundation pit, and record the coordinates of the marked points as a standard reference. Then take pictures at the same angle at regular intervals, compare the position changes of the marked points in each period of time, and transmit the monitored data information to the main control center through the data transmission system.

水压监测系统:通过水压传感器设置在同一基坑中的不同高度,并实时检测基坑中的水压大小,随后实时传输不同高度的中水压传感器的变化情况,同时水压监测系统中还设置温度检测器,通过温度检测器检测基坑内的实时温度,并将数据信息通过数据传输系统传输给主控制中心。Water pressure monitoring system: set the water pressure sensors at different heights in the same foundation pit, and detect the water pressure in the foundation pit in real time, and then transmit the changes of the water pressure sensors at different heights in real time. A temperature detector is also provided to detect the real-time temperature in the foundation pit through the temperature detector, and transmit the data information to the main control center through the data transmission system.

视频采集系统由多个视频拍摄模块组成,并使视频拍摄模块实时显示整个隧道内的情况,并形成视频流信息,将视频流信息通过数据传输系统传输给主控制中心;视频流信息存储在数据库中,便于后期实时观测隧道内的具体情况,并进行时间段的任意调取。The video acquisition system is composed of multiple video capture modules, and enables the video capture modules to display the situation in the entire tunnel in real time and form video stream information, which is transmitted to the main control center through the data transmission system; the video stream information is stored in the database In the middle, it is convenient to observe the specific situation in the tunnel in real time in the later stage, and to call the time period arbitrarily.

主控制中心根据步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统所采集到的信息汇总后,监测隧道变形情况,并实时发出变形预警信息。The main control center monitors the deformation of the tunnel based on the information collected by the step distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, the water pressure monitoring system, and the video acquisition system, and sends out deformation warning information in real time.

数据传输系统通过A/D转换器上传到通过光纤将监测到的数据以电信号形式上传到主控制中心,主控制中心将电信号还原成测试数字信号,同时将还原后的数字信号存储在数据库中;The data transmission system uploads the monitored data to the main control center in the form of electrical signals through the A/D converter, and the main control center restores the electrical signals to test digital signals and stores the restored digital signals in the database. middle;

各种监测系统提供的测试数字信号经过综合监测平台进行信号比对,并将比对后的结果进行分析,作出判断,同时及时通知工作人员进行处理。The test digital signals provided by various monitoring systems are compared through the comprehensive monitoring platform, and the compared results are analyzed to make judgments and notify the staff in time for processing.

基坑围土压力监测系统设置有围土压力过滤模块,将人为破坏使基坑围土周边出现的压力变化进行过滤;水压监测系统设置有水压过滤模块,并通过水压过滤模块对基坑内的因外部注水导致的水压变化进行过滤。The surrounding soil pressure monitoring system of the foundation pit is equipped with a surrounding soil pressure filtering module, which filters the pressure changes around the surrounding soil of the foundation pit caused by man-made damage; the water pressure monitoring system is equipped with a water pressure filtering module, and through the water pressure filtering module The water pressure change caused by external water injection in the pit is filtered.

步距监控测量系统、基坑围土压力监测系统、水压监测系统、视频采集系统之间均采用独立的供电系统供电操作。The step distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, the water pressure monitoring system, and the video acquisition system are all powered by an independent power supply system.

隧道变形监测光纤测试方法,包括以下步骤:The tunnel deformation monitoring optical fiber testing method comprises the following steps:

S1、通过将步距监控测量系统监测测量常子面及仰拱两个安全步距、基坑围土压力监测系统监测隧道基坑周边围土的压力值、水压监测系统检测基坑内水压及水温的数值变化,并将数字信息转化成电信号通过数据传输系统传输至主控制中心。S1. By monitoring and measuring the two safe steps of the constant face and the inverted arch with the step distance monitoring and measuring system, the soil pressure monitoring system around the foundation pit monitors the pressure value of the surrounding soil around the foundation pit of the tunnel, and the water pressure monitoring system detects the water pressure in the foundation pit and the numerical changes of water temperature, and convert the digital information into electrical signals and transmit them to the main control center through the data transmission system.

S2、将主控制中心接收到上述监测系统所收集的电信号再转换成数字信号,同时对于每个监测系统所收集到的信息首先进行独立出来,并逐一比对初始设定的阈值,当监测的数字信息在初始设定的阈值范围内,则不发出提示,并将该数字信号转送至综合监测平台;当监测的数字信息超过初始设定的阈值范围时,则立即通过外接的报警装置发出提示。S2. The main control center receives the electrical signals collected by the above-mentioned monitoring system and then converts them into digital signals. At the same time, the information collected by each monitoring system is firstly separated and compared with the initially set thresholds one by one. When monitoring If the digital information is within the initially set threshold range, no prompt will be issued, and the digital signal will be forwarded to the integrated monitoring platform; when the monitored digital information exceeds the initially set threshold range, it will be sent out immediately through an external alarm device hint.

S3、当综合监测平台接收到数字信号时,则两两比较每个监测系统所收集到的信号,同时将比较后的信号传输传输至综合监测平台中的比较模块,比较模块将收集到的信号进行二次比较预设值,当超过预设值时则通过外接的报警装置发出提示,否则不发出提示。S3. When the comprehensive monitoring platform receives the digital signal, compare the signals collected by each monitoring system in pairs, and transmit the compared signal to the comparison module in the comprehensive monitoring platform, and the comparison module will collect the signal Perform a second comparison with the preset value, and when the preset value is exceeded, a prompt will be issued through an external alarm device, otherwise no prompt will be issued.

整个系统通过首先通过距监控测量系统、基坑围土压力监测系统、水压监测系统分别检测隧道内变形所引起的物理变化参数采集。并将采集的数据与初始设定的阈值(即误差范围内)进行逐一比对,当超过设定的阈值时,则会发出隧道变形的预警通知。The whole system collects the parameters of physical changes caused by the deformation in the tunnel through the distance monitoring and measurement system, the soil pressure monitoring system around the foundation pit, and the water pressure monitoring system respectively. The collected data will be compared with the initially set threshold (that is, within the error range) one by one. When the set threshold is exceeded, an early warning notification of tunnel deformation will be issued.

当检测的数据逐一比对时并未超过每个独立系统设定的初始阈值时,需要进行各个参数的两两比对,这样即减少了整个系统的误判情况,同时综合了距监控测量系统、基坑围土压力监测系统、水压监测系统两两之间的数据,提高了监测的识别率,更加准确的掌控隧道变形预警情况。When the detected data does not exceed the initial threshold set by each independent system when compared one by one, a pairwise comparison of each parameter is required, which reduces the misjudgment of the entire system and integrates the distance monitoring and measurement system. , The data between the earth pressure monitoring system around the foundation pit and the water pressure monitoring system improves the recognition rate of monitoring and more accurately controls the early warning of tunnel deformation.

在本说明书的描述中,参考术语“一个实施例”、“示例”、“具体示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, descriptions referring to the terms "one embodiment", "example", "specific example" and the like mean that specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment of the present invention. In an embodiment or example. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

以上显示和描述了本发明的基本原理、主要特征和本发明的优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。The basic principles, main features and advantages of the present invention have been shown and described above. Those skilled in the industry should understand that the present invention is not limited by the above-mentioned embodiments. What are described in the above-mentioned embodiments and the description only illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention will also have Variations and improvements are possible, which fall within the scope of the claimed invention.

Claims (7)

1. The utility model provides a tunnel deformation monitoring optical fiber test system, includes data transmission system, stride monitoring measurement system, foundation ditch surrounding soil pressure monitoring system, water pressure monitoring system, video acquisition system, its characterized in that:
the step distance monitoring and measuring system comprises: through the synergistic effect of the laser sensor and the angle sensor, two safety steps of the hedron and the inverted arch are measured simultaneously, and the measured data information is transmitted to a main control center through a data transmission system;
the foundation pit surrounding soil pressure monitoring system comprises: the system is used for monitoring the pressure value change of surrounding soil around the tunnel foundation pit and transmitting the monitored data information to a main control center through a data transmission system;
the water pressure monitoring system comprises: the water pressure sensors are arranged at different heights in the same foundation pit, the water pressure in the foundation pit is detected in real time, then the change conditions of the medium water pressure sensors at different heights are transmitted in real time, and data information is transmitted to the main control center through the data transmission system;
the video acquisition system consists of a plurality of video shooting modules, and enables the video shooting modules to display the conditions in the whole tunnel in real time, form video stream information and transmit the video stream information to the main control center through the data transmission system;
the main control center monitors tunnel deformation conditions according to information collected by the step distance monitoring and measuring system, the foundation pit surrounding soil pressure monitoring system, the water pressure monitoring system and the video collecting system, and sends deformation early warning information in real time;
the method for monitoring the optical fiber testing system by tunnel deformation comprises the following steps:
s1, monitoring and measuring the safe steps of a regular surface and an inverted arch by a step distance monitoring and measuring system, monitoring the pressure value of surrounding soil around a tunnel foundation pit by a foundation pit surrounding soil pressure monitoring system, detecting the numerical changes of water pressure and water temperature in the foundation pit by a water pressure monitoring system, converting digital information into electric signals, and transmitting the electric signals to a main control center by a data transmission system;
s2, converting the electric signals collected by the monitoring systems received by the main control center into digital signals, and simultaneously, independently outputting the information collected by each monitoring system, comparing the information with an initial set threshold value one by one, and when the monitored digital information is within the range of the initial set threshold value, not sending out a prompt and forwarding the digital signals to the comprehensive monitoring platform; when the monitored digital information exceeds the threshold range which is originally set, immediately sending out a prompt through an externally connected alarm device;
s3, when the comprehensive monitoring platform receives the digital signals, the signals collected by each monitoring system are compared in pairs, meanwhile, the compared signals are transmitted to a comparison module in the comprehensive monitoring platform, the comparison module carries out secondary comparison on the collected signals to a preset value, when the collected signals exceed the preset value, a prompt is sent out through an external alarm device, and otherwise, no prompt is sent out.
2. The tunnel deformation monitoring optical fiber testing system according to claim 1, wherein the step distance monitoring measurement system measures a distance error of <0.1 meter, an angle error of <0.1 meter and a comprehensive error of <0.3 meter by means of laser measurement.
3. The tunnel deformation monitoring fiber optic test system of claim 1, wherein the foundation pit earth pressure monitoring system: and (3) punching along the direction of the opening of the foundation pit in the tunnel, positioning surrounding soil around the foundation pit along the surrounding soil of the foundation pit, recording the coordinates of the positioned marked points as standard references, and photographing at the same angle at intervals.
4. The tunnel deformation monitoring optical fiber testing system according to claim 1, wherein the hydraulic pressure monitoring system is provided with a hydraulic pressure detector and a temperature detector, the hydraulic pressure conditions of different heights in the foundation pit are detected through a plurality of groups of hydraulic pressure detectors, and the temperature detector detects real-time temperature in the foundation pit.
5. The tunnel deformation monitoring fiber test system according to claim 1, wherein the data transmission system uploads the monitored data to the main control center in the form of an electrical signal through the a/D converter to the optical fiber, and the main control center restores the electrical signal to a test digital signal while storing the restored digital signal in the database;
the test digital signals provided by various monitoring systems are subjected to signal comparison through the comprehensive monitoring platform, the compared results are analyzed, judgment is made, and meanwhile, staff are informed of processing in time.
6. The tunnel deformation monitoring optical fiber testing system according to claim 1, wherein the foundation pit surrounding soil pressure monitoring system is provided with a surrounding soil pressure filtering module, and pressure changes occurring around the surrounding soil of the foundation pit due to artificial damage are filtered; the water pressure monitoring system is provided with a water pressure filtering module, and the water pressure filtering module is used for filtering water pressure changes caused by external water injection in the foundation pit.
7. The tunnel deformation monitoring optical fiber testing system according to claim 1, wherein independent power supply systems are adopted for power supply operation among the step monitoring measuring system, the foundation pit surrounding soil pressure monitoring system, the water pressure monitoring system and the video acquisition system.
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