CN203658603U - Comprehensive advanced geological detection system carried by tunnel boring machine - Google Patents
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Abstract
本实用新型公开了一种隧道掘进机搭载的综合超前地质探测系统,包括多功能联用主机、激发极化探测装置、地震波探测装置、集成接线装置、钻孔地质雷达探测装置;所述多功能联用主机包括激励源控制模块与并行数据采集模块;通过激励源控制模块分别向三种探测装置的输出触发信号,三种探测装置分别通过并行数据采集模块输出测量数据及反馈信号;该探测系统极大地提高了隧道掘进机上探测设备的自动化程度与探测速度,使多种探测设备在隧道掘进机上的搭载成为了可能。
The utility model discloses a comprehensive advanced geological detection system carried by a tunnel boring machine, which comprises a multifunctional joint host, an excitation polarization detection device, a seismic wave detection device, an integrated wiring device, and a drilling geological radar detection device; the multifunctional The combined host includes an excitation source control module and a parallel data acquisition module; the excitation source control module outputs trigger signals to the three detection devices respectively, and the three detection devices output measurement data and feedback signals through the parallel data acquisition module; the detection system It greatly improves the automation and detection speed of the detection equipment on the tunnel boring machine, and makes it possible to carry various detection equipment on the tunnel boring machine.
Description
技术领域technical field
本实用新型涉及一种搭载于隧道掘进机上的综合超前地质探测系统。The utility model relates to a comprehensive advanced geological detection system mounted on a tunnel boring machine.
背景技术Background technique
在隧道(洞)施工过程中,国际上公认隧道掘进机施工方法具有“掘进速度快、施工扰动小、成洞质量高、综合经济社会效益高、施工安全文明”等钻爆施工方法无法比拟的显著优势。目前世界上每年开挖隧道30%~40%是隧道掘进机完成的,隧道掘进机开挖的隧道数量超过1000余座,累计超过5000公里,国际上一些部门还明确规定3km以上的隧道(洞)必须采用隧道掘进机施工。目前中国已经成为世界上隧道(洞)修建规模最大、建设难度最大的国家,而隧道掘进机施工方法是中国隧道(洞)工程建设的必然趋势和发展方向。In the process of tunnel (cave) construction, it is internationally recognized that the construction method of tunnel boring machine has advantages unmatched by drilling and blasting construction methods such as "fast excavation speed, small construction disturbance, high hole quality, high comprehensive economic and social benefits, and safe and civilized construction". Significant advantage. At present, 30% to 40% of the excavated tunnels in the world are completed by tunnel boring machines. The number of tunnels excavated by tunnel boring machines exceeds 1,000, with a cumulative length of more than 5,000 kilometers. ) must be constructed with tunnel boring machines. At present, China has become the country with the largest scale and most difficult construction of tunnels (holes) in the world, and the tunnel boring machine construction method is the inevitable trend and development direction of tunnel (hole) construction in China.
隧道掘进机施工方法对地层变化幅度大、不良地质发育等地质条件适应能力差,由于现有隧道施工期超前预报仪器和技术无法提前探明不良地质情况并预先处理,致使隧道掘进机施工中遭遇突水突泥、塌方大变形等地质灾害的风险更高,极易导致掘进机卡机、损坏、报废甚至人员伤亡的重大事故。因此开展对掘进机施工复杂环境中掌子面前方不良地质定量超前预报的技术研究与设备研制,是掘进机施工隧道建设安全的迫切需求。The tunnel boring machine construction method has poor adaptability to geological conditions such as large stratum changes and unfavorable geological development. Because the existing advance forecasting instruments and technologies during the tunnel construction period cannot detect and pre-treat unfavorable geological conditions in advance, the tunnel boring machine encounters problems during construction. The risk of geological disasters such as water and mud inrush, landslide and large deformation is higher, which can easily lead to major accidents such as roadheader jamming, damage, scrapping and even casualties. Therefore, it is an urgent need for the safety of roadheader construction tunnels to carry out technical research and equipment development for quantitative and advanced forecasting of unfavorable geology in front of the tunnel face in the complex environment of roadheader construction.
对于超前地质预报技术和探测装置而言,隧道掘进机施工与钻爆法施工有着本质的区别:①隧道掘进机是一个庞然大物,占据了隧道掌子面后方的绝大部分空间,无法在隧道边墙布置常用的地震波超前预报的激发炮点和接收系统,导致TSP(Tunnel Seismic Prediction,瑞士Amberg测量技术公司)和TRT(True Reflection Tomography,美国NSA工程公司)等地震类超前预报技术无法应用;②隧道掘进机中存在大量金属构件和供电电缆,会产生巨大的电磁干扰,导致地质雷达法、瞬变电磁法等探测效果极不理想;③隧道掘进机施工时,每天约有两个小时的检修时间,此时隧道掘进机刀盘后退1-2m,这是唯一可用于超前地质预报的环节,但是其空间狭小且时间较短。总体而言,隧道掘进机施工环境中的超前地质预报面临着“观测空间狭小,电磁环境复杂,探测时间较短”的问题。For advanced geological prediction technology and detection devices, tunnel boring machine construction is fundamentally different from drill-and-blast method construction: ① Tunnel boring machine is a giant, occupying most of the space behind the tunnel face, and cannot The wall layout commonly used excitation shot point and receiving system for seismic wave advance prediction makes it impossible to apply seismic advanced prediction technologies such as TSP (Tunnel Seismic Prediction, Amberg Measurement Technology Company of Switzerland) and TRT (True Reflection Tomography, NSA Engineering Company of the United States);② There are a large number of metal components and power supply cables in the tunnel boring machine, which will generate huge electromagnetic interference, resulting in unsatisfactory detection results of ground radar method and transient electromagnetic method; ③During the construction of the tunnel boring machine, there are about two hours of maintenance every day At this time, the cutter head of the tunnel boring machine retreats 1-2m. This is the only link that can be used for advanced geological prediction, but its space is narrow and the time is short. Generally speaking, the advanced geological prediction in the tunnel boring machine construction environment faces the problems of "narrow observation space, complex electromagnetic environment, and short detection time".
目前,在全世界范围内,用于隧道掘进机施工超前地质预报的技术和仪器主要有以下几种:①利用隧道掘进机配备的超前钻机进行钻探,缺点是只能揭露钻孔周围的地质情况,不能反映工作面前方整个范围内的地质情况,极易遗漏不良地质,造成误报、错报及灾害隐患;②利用一维聚焦激发极化法BEAM(Bore-Tunneling Electrical Ahead Monitoring,德国Geohydraulic Data公司)系统,但是BEAM观测方式仅在掌子面上布置单个测量电极,属单点聚焦型,只能定性的判断掌子面前方20m内是否存在含水体,不能对掌子面前方异常体实施三维成像与精确定位,更不能对水量做出估算预测,未得到认可和推广;③利用地震反射法ISIS(Integrated Seismic Imaging System,德国GFZ公司)系统,从ISIS的观测方式来看,采用了传统的VSP(Vertical Seismic Profiling)方式,可探测断层等较大规模的地质异常体,但无法识别含水体,且如何去除隧道掘进机施工的震动干扰是一个难题。④地震软土探测SSP(Sonic Softground Probing,德国Herrenknecht公司)系统,缺点是仅能用于在软土中进行孤石探测,不能适用于所有的不良地质预测。再者,文献《TBM施工的HSP声波反射法地质超前预报》、专利《TBM法施工中利用震动信号超前地质预报的装置及使用方法》和专利《TBM施工隧道前向三维激发极化法超前探测装置系统及方法》中分别提到了在隧道掘进机上搭载声波、地震波和激发极化探测装置进行超前地质探测的技术方案,但是由于其使用的探测方法单一,无法对掌子面前方的不良地质情况进行准确预报。At present, there are mainly the following types of technologies and instruments used for advanced geological prediction of tunnel boring machine construction in the world: ①Drilling with advanced drilling rig equipped with tunnel boring machine, the disadvantage is that it can only reveal the geological conditions around the borehole , cannot reflect the geological conditions in the entire range in front of the working face, and it is easy to miss bad geology, resulting in false positives, false positives, and hidden dangers of disasters; company) system, but the BEAM observation method only arranges a single measuring electrode on the face of the face, which is a single-point focusing type. It can only qualitatively judge whether there is water-containing body within 20m in front of the face of the face, and cannot implement abnormal objects in front of the face. Three-dimensional imaging and precise positioning, not to mention the estimation and prediction of water volume, have not been recognized and promoted; ③Using the seismic reflection method ISIS (Integrated Seismic Imaging System, German GFZ company) system, from the perspective of ISIS observation methods, using the traditional The VSP (Vertical Seismic Profiling) method can detect large-scale geological anomalies such as faults, but it cannot identify water-bearing bodies, and how to remove the vibration interference of tunnel boring machine construction is a difficult problem. ④ Seismic soft soil detection SSP (Sonic Softground Probing, Herrenknecht, Germany) system has the disadvantage that it can only be used for boulder detection in soft soil, and cannot be applied to all adverse geological predictions. Furthermore, the document "HSP Acoustic Reflection Method for Advanced Geological Prediction in TBM Construction", the patent "A device and method for advanced geological prediction using vibration signals in the construction of TBM method" and the patent "Advance Detection of TBM Construction Tunnel with Three-dimensional Induced Polarization Method" Device System and Method” respectively mentions the technical scheme of carrying acoustic wave, seismic wave and induced polarization detection devices on the tunnel boring machine for advanced geological detection. make accurate forecasts.
针对隧道掘进机施工复杂环境,为了探明掘进面前方赋存的断层、破碎岩体、岩溶等不良地质体并定量探测地下水赋存位置及水量,不能单独依靠某一种地球物理方法。通过已有技术调研和经验分析,我们认为需要选择以下三种地球物理探测方法实施综合探测,以降低多解性和改善探测效果。In view of the complex environment of tunnel boring machine construction, in order to detect faults, broken rock mass, karst and other unfavorable geological bodies in front of the excavation face, and to quantitatively detect the location and amount of groundwater occurrence, it is not possible to rely solely on a certain geophysical method. Through existing technical research and experience analysis, we believe that the following three geophysical detection methods need to be selected for comprehensive detection in order to reduce multiple solutions and improve detection results.
(1)地震波超前探测技术:该方法探测距离较远(大于100米),对探测断层、溶洞、暗河等潜在含水构造有较好效果;(1) Advanced seismic wave detection technology: This method has a relatively long detection distance (greater than 100 meters), and has a good effect on detecting potential water-bearing structures such as faults, karst caves, and underground rivers;
(2)激发极化法超前探测技术:我们已经研究发现,该方法对定量预报含水体水量和空间位置有较好效果;(2) Advanced detection technology of induced polarization method: We have found that this method has a good effect on quantitative forecasting of water volume and spatial position of water-bearing bodies;
(3)钻孔地质雷达法超前探测技术:该方法在隧道中进行打孔并将钻孔雷达天线递送到钻孔中实施探测,钻孔地质雷达的分辨率高,探测半径较小,适用于隧道掘进机施工掌子面前方地质情况的精细化探查。(3) Advanced detection technology of borehole geological radar method: this method drills holes in the tunnel and delivers the borehole radar antenna to the borehole for detection. The borehole geological radar has high resolution and small detection radius, which is suitable for Refined exploration of the geological conditions in front of the construction face of the tunnel boring machine.
总体而言,隧道掘进机施工不良地质超前预报技术与仪器研制尚处于起步阶段,其主要问题如下:Generally speaking, the development of advance prediction technology and instruments for poor geological conditions of tunnel boring machine construction is still in its infancy, and its main problems are as follows:
(1)由于隧道掘进机施工环境中的观测空间非常狭小,只能利用检修时刀盘与掌子面之间1-2米的空间,地震法、电法和电磁法等探测技术如何利用此空间进行有效的观测是一个难题;(1) Since the observation space in the construction environment of the tunnel boring machine is very narrow, only the space of 1-2 meters between the cutterhead and the tunnel face can be used during maintenance. How to use this detection technology such as seismic method, electrical method and electromagnetic method Effective observation in space is a difficult problem;
(2)由于隧道掘进机是一个复杂的机械系统,对超前探测设备的一体化和自动化要求比较高,需要解决超前探测仪器的搭载难题和自动化难题;(2) Since the tunnel boring machine is a complex mechanical system, the requirements for the integration and automation of advanced detection equipment are relatively high, and it is necessary to solve the problems of carrying and automation of advanced detection equipment;
(3)由于隧道掘进机施工时需要刀盘转动破岩开挖,超前探测仪器与布置在刀盘上的激发/采集装置之间的通信、电液供给管线在刀盘转动状态下如何避免缠绕,如何实现良好接线是一个难题。(3) Since the tunnel boring machine needs to rotate the cutter head to break rock during excavation, how to prevent the communication between the advanced detection instrument and the excitation/acquisition device arranged on the cutter head, and the electro-hydraulic supply pipeline when the cutter head is rotating , how to achieve good wiring is a difficult problem.
实用新型内容Utility model content
本实用新型的目的是为了克服上述现有技术的不足,提供一种隧道掘进机搭载的综合超前地质探测系统,其基本思路是:选择三维地震波法、激发极化法和钻孔地质雷达法三种方法,以多功能联用主机为控制中枢,控制综合超前地质预报系统的工作和运行;在隧道掘进机刀盘上开孔并安装激发极化/地震波探测装置,在隧道掘进机上方安装钻孔地质雷达探测装置。The purpose of this utility model is to overcome the deficiencies of the above-mentioned prior art and provide a comprehensive advanced geological detection system carried by a tunnel boring machine. In this method, the multi-functional host computer is used as the control center to control the work and operation of the comprehensive advanced geological prediction system; holes are drilled on the cutter head of the tunnel boring machine and the excitation polarization/seismic wave detection device is installed, and the drilling machine is installed above the tunnel boring machine. Hole ground radar detection device.
为实现上述目的,本实用新型采用下述技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
隧道掘进机搭载的综合超前地质探测系统,包括多功能联用主机、刀盘上的激发极化探测装置和地震波探测装置、用于给刀盘中的探测装置提供电液控制信号的集成接线装置、隧道掘进机上方斜向钻孔地质雷达探测装置。The comprehensive advanced geological detection system carried by the tunnel boring machine includes a multi-functional combined main engine, an induced polarization detection device and a seismic wave detection device on the cutter head, and an integrated wiring device for providing electro-hydraulic control signals to the detection device in the
多功能联用主机通过激励源控制模块分别控制触发模块向三种探测装置的输出触发信号,三种探测装置分别通过并行数据采集模块发送测量数据及反馈信号。The multi-function host controls the trigger module to output trigger signals to the three detection devices respectively through the excitation source control module, and the three detection devices respectively send measurement data and feedback signals through the parallel data acquisition module.
所述激发极化探测装置和地震波探测装置在隧道掘进机刀盘上是按一定规律布置的,可以兼顾探测仪器的探测精度和刀盘的破岩效率。刀盘上预留多个激发极化探测装置进出孔和地震波探测装置进出孔,其中激发极化探测装置进出孔成“米”字形分布,地震波探测装置进出孔成“三”字形分布。The induced polarization detection device and the seismic wave detection device are arranged on the cutter head of the tunnel boring machine according to certain rules, which can take into account both the detection accuracy of the detection instrument and the rock-breaking efficiency of the cutter head. A plurality of entrance and exit holes for induced polarization detection devices and seismic wave detection devices are reserved on the cutterhead, among which the entrance and exit holes for excited polarization detection devices are distributed in the shape of "m", and the entrance and exit holes for seismic wave detection devices are distributed in a "three" shape.
激发极化探测装置和地震波探测装置安置在刀盘中,并且在刀盘上的探测装置进出孔外侧设有舱门,可以防止隧道掘进机破岩前进时产生的碎屑堵塞进出孔。开始探测时首先打开进出孔的保护舱门,探测装置通过伸缩杆从进出孔中伸出一定长度并与隧道掌子面紧密贴合,完成探测时探测装置通过伸缩杆完全缩回进出孔中并关闭保护舱门。The induced polarization detection device and the seismic wave detection device are placed in the cutter head, and a hatch is provided outside the access hole of the detection device on the cutter head, which can prevent the debris generated when the tunnel boring machine breaks rocks and advances from blocking the access hole. When starting the detection, first open the protective hatch of the entrance and exit hole. The detection device extends a certain length from the entrance and exit hole through the telescopic rod and fits closely with the tunnel face. When the detection is completed, the detection device is completely retracted into the entrance and exit hole through the telescopic rod and Close the protective hatch.
所述激发极化探测装置和/或地震波探测装置均包括探头、伸缩杆、液压系统、探测装置本体、力矩传感器、高压水输送通道、岩石耦合材料输送管道、弹性卡套;所述液压系统、探测装置本体、伸缩杆与探头依次固定连接,伸缩杆上装有力矩传感器;所述探测装置本体或者伸缩杆的侧面还设有能够锁住伸缩杆的弹性卡套,从而可以防止探头及伸缩杆产生轴向位移导致探测失败,这对地震波探测而言尤为重要。高压水输送管道和岩石耦合材料输送管道,可以喷射高压水清洗掌子面和探头,确保探头与掌子面之间能够紧密结合;可以向掌子面和探头之间输送岩石耦合材料,确保探头与掌子面之间能够良好耦合。The excited polarization detection device and/or the seismic wave detection device both include a probe, a telescopic rod, a hydraulic system, a detection device body, a torque sensor, a high-pressure water delivery channel, a rock coupling material delivery pipeline, and an elastic ferrule; the hydraulic system, The detection device body, the telescopic rod and the probe are fixedly connected in turn, and the telescopic rod is equipped with a torque sensor; the side of the detection device body or the telescopic rod is also provided with an elastic ferrule that can lock the telescopic rod, thereby preventing the probe and the telescopic rod from Axial displacement leads to detection failure, which is especially important for seismic wave detection. The high-pressure water delivery pipeline and the rock-coupling material delivery pipeline can spray high-pressure water to clean the face and the probe to ensure that the probe and the face can be tightly bonded; the rock-coupling material can be transported between the face and the probe to ensure that the probe Good coupling with the palm face.
所述集成接线装置,包括:滑环动子本体、外滑环定子本体、导电滑环、内滑环定子本体、液压油旋转接头和固定支架。集成接线装置位于隧道掘进机刀盘与隧道掘进机本体之间的连接处,供电装置的滑环动子本体与刀盘固连,外滑环定子本体与隧道掘进机本体固连,内滑环定子本体固定安装在外滑环定子本体上,液压油旋转接头连接在滑环动子本体后端的油道孔中。当刀盘相对于隧道掘进机主体相对旋转时,电气控制信号通过该装置外圈处的导电滑环传输到刀盘里的探测装置中,探测装置液压伸缩杆所需的液压油通过该装置中心处的液压油旋转接头传输到刀盘里的液压系统中。该装置有效的解决了刀盘相对于隧道掘进机主体旋转时,刀盘中的探测装置与多功能联用主机之间的电气控制线缆和液压油管发生扭曲缠绕造成系统损坏无法工作,并且该装置所需的安装空间小,电气和液压油通过性能可靠。The integrated wiring device includes: a slip ring mover body, an outer slip ring stator body, a conductive slip ring, an inner slip ring stator body, a hydraulic oil rotary joint and a fixing bracket. The integrated wiring device is located at the connection between the tunnel boring machine cutter head and the tunnel boring machine body. The slip ring mover body of the power supply device is fixedly connected to the cutter head, the outer slip ring stator body is fixed to the tunnel boring machine body, and the inner slip ring The stator body is fixedly installed on the outer slip ring stator body, and the hydraulic oil rotary joint is connected to the oil channel hole at the rear end of the slip ring mover body. When the cutter head rotates relative to the main body of the tunnel boring machine, the electrical control signal is transmitted to the detection device in the cutter head through the conductive slip ring at the outer ring of the device, and the hydraulic oil required by the hydraulic telescopic rod of the detection device passes through the center of the device The hydraulic oil swivel joint at is transmitted to the hydraulic system in the cutterhead. This device effectively solves the problem that when the cutter head rotates relative to the main body of the tunnel boring machine, the electrical control cables and hydraulic oil pipes between the detection device in the cutter head and the multi-functional combined host are twisted and entangled, causing system damage and failure to work. The installation space required by the device is small, and the electrical and hydraulic oil passage performance is reliable.
钻孔地质雷达探测装置通过球形节与隧道掘进机外壳相连,并使用竖直、水平角度调节系统,可以主动调节钻孔地质雷达天线伸缩杆与隧道掘进机轴线的夹角,可以灵活的使用钻孔地质雷达探测装置。超前快速钻机和钻孔地质雷达天线伸缩杆都安装在同一个设备底座上,可以快速自动切换交替工作。在雷达天线伸缩杆上装有力/力矩传感器,当套管变形或者有异物导致雷达天线伸缩杆无法伸长或收回时,可以及时警告操作人员并终止操作,防止损坏雷达天线。The borehole geological radar detection device is connected to the shell of the tunnel boring machine through a spherical joint, and the vertical and horizontal angle adjustment system is used to actively adjust the angle between the telescopic rod of the borehole geological radar antenna and the axis of the tunnel boring machine, and the drill can be used flexibly. Hole ground radar detection device. Both the advanced fast drilling rig and the drilling georadar antenna telescopic pole are installed on the same equipment base, which can be switched quickly and automatically to work alternately. A force/torque sensor is installed on the telescopic rod of the radar antenna. When the sleeve is deformed or there is a foreign object that prevents the telescopic rod of the radar antenna from being extended or retracted, the operator can be warned in time and the operation is terminated to prevent damage to the radar antenna.
钻孔地质雷达探测装置,包括设备进出管道、球形节、偏心跟管钻头、钻孔地质雷达天线、搭载装置支架、超前快速钻机、钻孔地质雷达天线伸缩杆、竖直角度调节导轨、水平角度调节导轨、电机及齿轮传动系统、设备底座、底座移动导轨和底座移动导轮。超前快速钻机钻头和钻孔地质雷达天线通过设备进出管道出入,钻孔地质雷达探测装置通过球形节与隧道掘进机外壳相连,所述竖直、水平角度调节导轨及电机、齿轮传动系统,可以主动调节偏心跟管钻头或者钻孔地质雷达天线伸缩杆与隧道掘进机轴线的夹角,可以灵活的使用钻孔地质雷达探测装置。Borehole geological radar detection device, including equipment inlet and outlet pipes, spherical joints, eccentric pipe drill bits, drilling geological radar antennas, mounting device brackets, advanced fast drilling rigs, drilling geological radar antenna telescopic rods, vertical angle adjustment guide rails, and horizontal angles Adjust guide rail, motor and gear transmission system, equipment base, base moving guide rail and base moving guide wheel. The drill bit of the advanced fast drilling rig and the borehole geological radar antenna enter and exit through the equipment inlet and outlet pipes. The borehole geological radar detection device is connected with the casing of the tunnel boring machine through a spherical joint. The vertical and horizontal angle adjustment guide rails and the motor and gear transmission system can be actively By adjusting the angle between the eccentric heel tube bit or the telescopic pole of the borehole georadar antenna and the axis of the tunnel boring machine, the borehole georadar detection device can be used flexibly.
超前快速钻机和钻孔地质雷达天线伸缩杆安装在同一个设备底座上,使用导轮沿导轨水平移动使相应设备对准设备进出管道,可以实现超前快速钻机和钻孔地质雷达天线的自动切换交替工作。其中超前快速钻机使用偏心跟管钻头,可以实现在钻孔的同时一次性打入套管,以对钻孔雷达天线进行保护,将钻头进行适当的反转即可将其从套管中抽出;雷达天线通过多级液压伸缩杆进行自动递送。The telescopic rods of the advanced fast drilling rig and the drilling geological radar antenna are installed on the same equipment base, and the guide wheels are used to move horizontally along the guide rail to align the corresponding equipment with the equipment entering and exiting the pipeline, which can realize the automatic switching and alternation of the advanced fast drilling rig and the drilling geological radar antenna Work. Among them, the advanced fast drilling rig uses an eccentric follow-through drill bit, which can be drilled into the casing at one time while drilling, so as to protect the drilling radar antenna, and the drill bit can be pulled out from the casing by proper reversal; The radar antenna is automatically delivered via a multi-stage hydraulic telescoping mast.
钻孔地质雷达天线伸缩杆,液压传动系统为多级液压伸缩杆提供动力,在多级液压伸缩杆的首尾两端各安装一个力/力矩传感器,可以检测钻孔地质雷达天线和钻孔地质雷达天线液压伸缩杆所受的力/力矩情况,使用流线型透明保护罩保护安装在雷达天线头部的摄像头及照明装置,联合使用摄像头和力/力矩传感器可以实时了解钻孔内的情况,当套管变形或者有异物导致雷达天线伸缩杆无法伸长或收回时及时警告操作人员并终止操作,防止损坏雷达天线。Borehole georadar antenna telescopic rod, the hydraulic transmission system provides power for the multi-stage hydraulic telescopic rod, and a force/torque sensor is installed at both ends of the multi-stage hydraulic telescopic rod, which can detect the borehole georadar antenna and the borehole georadar The force/torque situation of the hydraulic telescopic pole of the antenna, the streamlined transparent protective cover is used to protect the camera and lighting device installed on the head of the radar antenna, the joint use of the camera and the force/torque sensor can understand the situation in the borehole in real time When deformation or foreign matter causes the radar antenna telescopic rod to fail to extend or retract, the operator will be warned in time and the operation will be terminated to prevent damage to the radar antenna.
本实用新型具有以下有益效果:The utility model has the following beneficial effects:
(1)本实用新型针对隧道掘进机提出了三种超前地质探测仪器在隧道掘进机上搭载的一种装置,主要包括激发极化探测装置、地震波探测装置和钻孔地质雷达探测装置,可在隧道掘进机工作间歇快速进行超前地质探测,大大提高了隧道掘进机超前地质探测的效率和准确性。(1) The utility model proposes a device for carrying three advanced geological detection instruments on the tunnel boring machine for the tunnel boring machine, mainly including excitation polarization detection device, seismic wave detection device and borehole geological radar detection device, which can be used in tunnels The tunnel boring machine works intermittently and quickly conducts advanced geological detection, which greatly improves the efficiency and accuracy of the tunnel boring machine's advanced geological detection.
(2)本实用新型提出了一种激发极化和地震波探测单元在刀盘上的排布方式,使得改造后的刀盘既不影响掘进作业,也能保证多种探测装置正常工作。三种探测单元的伸缩杆上都安装有力/力矩传感器,构成状态反馈系统,既可以保证探头与掌子面紧密接触而又不会损坏探测和伸缩杆;本实用新型在伸缩杆中装有高压水输送管道和岩石耦合材料输送管道,可以确保探头与掌子面之间能够紧密结合并且能够良好耦合。(2) The utility model proposes an arrangement method of excitation polarization and seismic wave detection units on the cutter head, so that the modified cutter head does not affect the excavation operation, and can also ensure the normal operation of various detection devices. The telescopic rods of the three detection units are all equipped with force/moment sensors to form a state feedback system, which can ensure that the probe is in close contact with the palm surface without damaging the detection and telescopic rods; Water delivery pipes and rock-coupling material delivery pipes can ensure tight bonding and good coupling between the probe and the face.
(3)本实用新型在刀盘和隧道掘进机主体之间装有集成接线装置,当刀盘相对于隧道掘进机主体旋转时,电液控制信号可以通过集成接线装置传输到刀盘中的探测及伸缩系统中,有效的解决了刀盘中的探测装置与多功能联用主机的电气控制线缆和液压油管发生扭曲缠绕造成系统损坏无法工作,并且该装置所需的安装空间小,电气和液压油通过性能可靠。(3) The utility model is equipped with an integrated wiring device between the cutter head and the main body of the tunnel boring machine. When the cutter head rotates relative to the main body of the tunnel boring machine, the electro-hydraulic control signal can be transmitted to the cutter head through the integrated wiring device for detection. And in the telescopic system, it effectively solves the problem that the detection device in the cutter head is twisted and entangled with the electric control cable and hydraulic oil pipe of the multi-functional combined host, causing the system to be damaged and unable to work, and the installation space required by the device is small, and the electrical and The performance of hydraulic oil is reliable.
(4)本实用新型使用的钻孔地质雷达探测装置通过球形节与隧道掘进机外壳相连,并使用竖直、水平角度调节系统,可以主动调节偏心跟管钻头或者钻孔雷达天线伸缩杆与隧道掘进机轴线的夹角,可以灵活的使用钻孔地质雷达探测设备,并且超前快速钻机和雷达天线伸缩杆安装在同一个设备底座上,可以实现超前快速钻机和钻孔地质雷达的快速自动切换交替工作。(4) The drilling geological radar detection device used in this utility model is connected with the casing of the tunnel boring machine through a spherical joint, and uses a vertical and horizontal angle adjustment system, which can actively adjust the eccentric follower drill or the drilling radar antenna telescopic rod and the tunnel The included angle of the axis of the roadheader enables the flexible use of drilling ground radar detection equipment, and the advanced fast drilling machine and the radar antenna telescopic rod are installed on the same equipment base, which can realize the rapid and automatic switching and alternation of the leading fast drilling machine and the drilling ground radar Work.
附图说明Description of drawings
图1为隧道掘进机搭载的综合超前地质探测系统整体剖面图;Figure 1 is the overall cross-sectional view of the comprehensive advanced geological detection system carried by the tunnel boring machine;
图2为综合超前地质探测系统结构图;Figure 2 is a structural diagram of the comprehensive advanced geological detection system;
图3为多功能联用主机结构图;Figure 3 is a structural diagram of a multi-function host;
图4为隧道掘进机刀盘上超前地质探测装置综合排布示意图;Figure 4 is a schematic diagram of the comprehensive arrangement of advanced geological detection devices on the cutter head of the tunnel boring machine;
图5为隧道掘进机刀盘中探测装置剖面图;Fig. 5 is a cross-sectional view of the detection device in the cutter head of the tunnel boring machine;
图6为集成接线装置剖面图;Fig. 6 is a sectional view of the integrated wiring device;
图7为钻孔地质雷达探测装置示意图;Fig. 7 is a schematic diagram of a borehole geological radar detection device;
图8为钻孔地质雷达天线伸缩杆示意图。Fig. 8 is a schematic diagram of the telescopic pole of the borehole geological radar antenna.
图中:1.钻孔地质雷达天线,2.钻孔地质雷达天线伸缩杆,3.钻孔地质雷达探测装置,4.多功能联用主机,5.激发极化探测装置,6.隧道掌子面,7.刀盘,8.集成接线装置,9.激发极化探测装置进出孔,10.地震波探测装置进出孔,11.激发极化/地震波探头,12.高压水输送管道,13.液压缸,14.探测装置伸缩杆,15.岩石耦合材料输送管道,16.液压弹性卡套,17.探测装置本体,18.力/力矩传感器,19.滑环动子本体,20.外滑环定子本体,21.导电滑环,22.内滑环定子本体,23.液压油旋转接头,24.隧道掘进机本体,25.设备进出管道,26.球形节,27.偏心跟管钻头,28.搭载装置支架,29.超前快速钻机,30.液压传动系统,31.竖直角度调节导轨,32.水平角度调节导轨,33.电机及齿轮传动系统,34.设备底座,35.导轨,36.导轮,37.透明保护照,38.摄像头及照明装置,39.力/力矩传感器,40.激发极化探测电极,41.地震波探测检波器,42.地震波探测激震器,43.钻孔地质雷达,44.多路可调大电流恒流供电装置,45.激发极化多通道测量装置,46.地震波探测激震器激发装置,47.地震波探测检波器多通道测量装置,48.雷达电磁波发射装置,49.雷达电磁波接收采集装置,50.供电控制模块,51.激电测量控制模块,52.激震控制模块,53.地震波测量控制模块,54.雷达电磁波发生控制模块,55.雷达电磁波接收控制模块,56.激励源控制模块,58.并行数据采集模块,59.地震波探测装置,61.液压控制信号,62.电气控制信号,63.测量数据及反馈信号,64.隧道掘进机外壳。In the figure: 1. Borehole georadar antenna, 2. Borehole georadar antenna telescopic rod, 3. Borehole georadar detection device, 4. Multi-function combined host, 5. Excited polarization detection device, 6. Tunnel palm Subsurface, 7. Cutterhead, 8. Integrated wiring device, 9. Inlet and outlet hole of induced polarization detection device, 10. Inlet and outlet hole of seismic wave detection device, 11. Induced polarization/seismic wave probe, 12. High-pressure water transmission pipeline, 13. Hydraulic cylinder, 14. Expansion rod of detection device, 15. Rock coupling material delivery pipe, 16. Hydraulic elastic ferrule, 17. Detection device body, 18. Force/torque sensor, 19. Slip ring mover body, 20. Outer slide Ring stator body, 21. Conductive slip ring, 22. Inner slip ring stator body, 23. Hydraulic oil rotary joint, 24. Tunnel boring machine body, 25. Equipment inlet and outlet pipes, 26. Ball joint, 27. Eccentric follower drill bit, 28. Carrying device bracket, 29. Advanced fast drilling rig, 30. Hydraulic transmission system, 31. Vertical angle adjustment guide rail, 32. Horizontal angle adjustment guide rail, 33. Motor and gear transmission system, 34. Equipment base, 35. Guide rail, 36. Guide wheel, 37. Transparent protective photo, 38. Camera and lighting device, 39. Force/torque sensor, 40. Excitation polarization detection electrode, 41. Seismic wave detection geophone, 42. Seismic wave detection shock exciter, 43. Drill Hole geological radar, 44. Multi-channel adjustable large current constant current power supply device, 45. Excited polarization multi-channel measurement device, 46. Seismic wave detection shock exciter excitation device, 47. Seismic wave detection geophone multi-channel measurement device, 48. Radar Electromagnetic wave transmitting device, 49. Radar electromagnetic wave receiving and collecting device, 50. Power supply control module, 51. Excitation measurement control module, 52. Excitation control module, 53. Seismic wave measurement control module, 54. Radar electromagnetic wave generation control module, 55. Radar Electromagnetic wave receiving control module, 56. Excitation source control module, 58. Parallel data acquisition module, 59. Seismic wave detection device, 61. Hydraulic control signal, 62. Electrical control signal, 63. Measurement data and feedback signal, 64. Tunnel boring machine shell.
具体实施方式Detailed ways
下面通过具体实例和附图对本实用新型进行进一步的阐述,应当指出的是,以下所揭露的仅为本实用新型的一种较佳实施例而已,当然不能以此来限定本实用新型之权利范围,在不脱离本实用新型原理的前提下,本领域技术人员还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The utility model is further elaborated below through specific examples and accompanying drawings. It should be pointed out that what is disclosed below is only a preferred embodiment of the utility model, and certainly cannot limit the scope of rights of the utility model with this , On the premise of not departing from the principle of the utility model, those skilled in the art can also make some improvements and modifications, and these improvements and modifications should also be regarded as the protection scope of the utility model.
图1为隧道掘进机搭载的综合超前地质探测系统整体剖面图,隧道掘进机搭载的综合超前地质探测系统主要包括四个部分,分别是多功能联用主机4,刀盘7上的探测装置,用于给探测装置提供电气控制信号和液压油的集成接线装置8和隧道掘进机上方斜向钻孔地质雷达探测装置3。其中安装于刀盘7上的探测装置主要包括激发极化探测装置5和地震波探测装置59两种探测装置,钻孔地质雷达探测装置3主要包括钻孔地质雷达天线1、钻孔地质雷达天线伸缩杆2和超前快速钻机等部分。地震波探测检波器41安装于隧道掘进机外壳64上,用于接收隧道洞壁上返回的地震波。Figure 1 is an overall sectional view of the comprehensive advanced geological detection system carried by the tunnel boring machine. The comprehensive advanced geological detection system carried by the tunnel boring machine mainly includes four parts, which are the multi-functional
图2为综合超前地质探测系统结构图,多功能联用主机4向三种探测装置输出液压控制信号61和电气控制信号62,三种探测装置向多功能联用主机4输出测量数据及反馈信号63。其中激发极化探测装置5、地震波探测装置59都位于隧道掘进机刀盘7中,超前快速钻机29、钻孔地质雷达天线伸缩杆2都位于隧道掘进机外壳64下方,多功能联用主机4与位于刀盘7中的两种探测装置通讯时都需要通过集成接线装置8进行电液信号转接,多功能联用主机4、集成接线装置8和三种探测装置都安装在隧道掘进机上。Fig. 2 is a structural diagram of the comprehensive advanced geological detection system, the
图3为多功能联用主机结构图,多功能联用主机4以高性能嵌入式系统为核心,主要包括:多路可调大电流恒流供电装置44、激发极化多通道测量装置45、地震波探测激震器激发装置46、地震波探测检波器多通道测量装置47、雷达电磁波发射装置48、雷达电磁波接收采集装置49、供电控制模块50、激电测量控制模块51、激震控制模块52、地震波测量控制模块53、雷达电磁波发生控制模块54、雷达电磁波接收控制模块55、激励源控制模块56和并行数据采集模块58。Fig. 3 is a structural diagram of a multi-function host. The
激励源控制模块56主要实现供电控制模块50、激震控制模块52、雷达电磁波发射控制模块54之间的通信与控制。激励源控制模块56将控制命令发送给对应的控制模块,从而实现对供电控制模块50、激震控制模块52、雷达电磁波发射控制模块54的控制。供电控制模块50控制多路可调大电流恒流供电装置44为激发极化探测电极40提供横流大电流输出;激震控制模块52控制地震波探测激震器激发装置46为地震波探测激震器42提供激发信号;雷达电磁波发射控制模块54控制雷达电磁波发射装置48为钻孔地质雷达43提供电磁波发射信号。The excitation
在所有探测单元完成后,并行数据采集模块58发送并行采集命令,完成对激电测量控制模块51、地震波测量控制模块53和雷达电磁波接收控制模块55的高速采集功能。在激电测量控制模块51的控制下,激发极化多通道测量装置45采集激发极化探测电极40的数据;在地震波测量控制模块53的控制下,地震波探测检波器多通道测量装置47采集地震波探测检波器41的数据;在雷达电磁波接收控制模块55的控制下,雷达电磁波接收采集装置49采集钻孔地质雷达43的数据。After all the detection units are completed, the parallel
图4为隧道掘进机刀盘上超前地质探测装置综合排布示意图,激发极化探测装置5、地震波探测装置59在隧道掘进机刀盘7上是按一定规律布置的,可以兼顾探测仪器的探测精度和刀盘的破岩效率,其中激发极化探测装置5成“米”字形分布,地震波探测装置59成“三”字形分布,当然这只是其中一种分布方式,激发极化探测装置5和地震波探测装置59还可以成多种其他方式分布。具体实施方案是在刀盘7上预留多个激发极化探测装置进出孔9和地震波探测装置进出孔10,探测装置完全安置在刀盘7中,并且进出孔外侧设有舱门,可以防止隧道掘进机破岩前进时产生的碎屑堵塞进出孔,开始探测时首先打开进出孔的保护舱门,探测装置通过伸缩杆从进出孔中伸出一定长度并与隧道掌子面紧密贴合,完成探测时探测装置通过探测装置伸缩杆14完全缩回进出孔中并关闭保护舱门。Fig. 4 is a schematic diagram of the comprehensive arrangement of advanced geological detection devices on the tunnel boring machine cutter head. The excitation
图5为隧道掘进机刀盘中探测装置剖面图,主要包括:激发极化/地震波探头11、高压水输送管道12、液压缸13、探测装置伸缩杆14、岩石耦合材料输送管道15、液压弹性卡套16、探测装置本体17和力/力矩传感器18。当隧道掘进机暂停掘进作业开始进行探测时,进出孔保护舱门打开,液压缸13中注入液压油将激发极化/地震波探头11、探测装置伸缩杆14和探测装置本体17伸出进出孔,两种探测方式的伸缩杆中都设有力/力矩传感器18,当探头接触到掌子面后,力/力矩传感器18的数值随着探测装置伸缩杆14的伸长而增大,当该数值大于一个根据当地地质条件设定的一个数值时,多功能联用主机4将会立即停止液压系统动作,从而既可以保证探头与掌子面紧密接触而又不会损坏探头和伸缩杆,同时通过液压弹性卡套16锁住探测装置伸缩杆14,从而可以防止探头及伸缩杆产生轴向位移导致探测失败,这对地震波探测而言尤为重要;完成探测任务后,解锁液压弹性卡套16,液压缸13中抽出液压油将相关装置收回进出孔并关闭保护舱门。探测装置伸缩杆14内部是中空的,内部设有高压水输送管道12和岩石耦合材料输送管道15,通过力/力矩传感器18得知探头刚与掌子面接触时,通过高压水输送管道12及配套的加压装置向掌子面喷射高压水清洗掌子面表面和探头上的松散杂质,确保探头与掌子面之间能够紧密结合;当探头继续伸长直到与掌子面接触紧密时,通过岩石耦合材料输送管道15及配套的输送装置向掌子面和探头之间输送耦合材料,确保探头与掌子面之间能够良好耦合。Figure 5 is a cross-sectional view of the detection device in the tunnel boring machine cutter head, which mainly includes: excitation polarization/
图6为集成接线装置剖面图,主要包括:滑环动子本体19、外滑环定子本体20、导电滑环21、内滑环定子本体22、液压油旋转接头23和固定支架24。集成接线装置8位于隧道掘进机刀盘7与隧道掘进机本体24之间的连接处,供电装置的滑环动子本体19通过螺钉与刀盘7固连,外滑环定子本体20通过螺钉与隧道掘进机本体24固连,内滑环定子本体22通过螺钉固定安装在外滑环定子本体20上,液压油旋转接头23通过芯轴法兰盘上连接在滑环动子本体19后端的油道孔中。当刀盘7相对于隧道掘进机主体相对旋转时,控制信号通过该装置外圈处的导电滑环21传输到刀盘7里的探测装置中,探测装置伸缩杆14所需的液压油通过该装置中心处的液压油旋转接头23传输到刀盘里的液压系统中。该装置有效的解决了刀盘7相对于隧道掘进机主体旋转时,刀盘7中的探测装置与多功能联用主机之间的电气控制线缆和液压油管发生扭曲缠绕造成系统损坏无法工作,并且该装置所需的安装空间小,电气和液压油通过性能可靠。6 is a sectional view of the integrated wiring device, which mainly includes: a slip
图7为钻孔地质雷达探测装置3的示意图,包括设备进出管道25、球形节26、偏心跟管钻头27、钻孔地质雷达天线1、搭载装置支架28、超前快速钻机29、钻孔地质雷达伸缩杆2、竖直角度调节导轨31、水平角度调节导轨32、电机及齿轮传动系统33、设备底座34、底座移动导轨35和底座移动导轮36。超前快速钻机钻头27和钻孔地质雷达天线1通过设备进出管道25出入,钻孔地质雷达探测装置3通过球形节26与隧道掘进机外壳64相连,使用竖直、水平角度调节导轨及电机、齿轮传动系统,可以主动调节偏心跟管钻头27或者钻孔地质雷达天线伸缩杆2与隧道掘进机轴线的夹角,可以灵活的使用钻孔地质雷达探测装置3。超前快速钻机29和钻孔地质雷达天线伸缩杆2安装在同一个设备底座34上,使用导轮36沿导轨35水平移动使相应设备对准设备进出管道,可以实现超前快速钻机29和钻孔地质雷达天线1的自动切换交替工作。其中超前快速钻机29使用偏心跟管钻头27,可以实现在钻孔的同时一次性打入套管,以对钻孔地质雷达天线1进行保护,将钻头进行适当的反转即可将其从套管中抽出;雷达天线1通过多级液压伸缩杆2进行自动递送。在刀盘7上预留出钻孔地质雷达探测装置进出孔后,钻孔地质雷达探测装置3也可以安装在刀盘7上用于前向探测。Fig. 7 is the schematic diagram of borehole geological
图8为钻孔地质雷达天线伸缩杆示意图,其中液压传动系统30为钻孔地质雷达天线伸缩杆2提供动力,在钻孔地质雷达天线伸缩杆2的首尾两端各安装一个力/力矩传感器39,可以检测雷达天线1和液压伸缩杆2所受的力/力矩情况,使用流线型透明保护罩37保护安装在雷达天线头部的摄像头及照明装置38,联合使用摄像头38和力/力矩传感器39可以实时了解钻孔内的情况,当套管变形或者有异物导致钻孔地质雷达天线伸缩杆2无法伸长或收回时及时警告操作人员并终止操作,防止损坏钻孔地质雷达天线1。Fig. 8 is a schematic diagram of the borehole geological radar antenna telescopic rod, wherein the
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| CN103713335A (en) * | 2014-01-07 | 2014-04-09 | 山东大学 | Comprehensive advance geological detection system carried by tunnel boring machine |
| CN107085086A (en) * | 2017-05-03 | 2017-08-22 | 哈尔滨工业大学深圳研究生院 | A kind of replaceable multilayer soil body state parameter monitoring device and application method |
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| CN103713335A (en) * | 2014-01-07 | 2014-04-09 | 山东大学 | Comprehensive advance geological detection system carried by tunnel boring machine |
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| CN110672356A (en) * | 2019-09-06 | 2020-01-10 | 山东大学 | TBM (tunnel boring machine) carrying type rock powder sampling device and method thereof |
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| CN111911143A (en) * | 2020-08-12 | 2020-11-10 | 青岛智汇港创新科技有限公司 | Mine tunnel tunneling water permeability detection device and application method thereof |
| CN112196555A (en) * | 2020-09-30 | 2021-01-08 | 清华大学 | Boring angle adjustable entry driving device and entry driving machine |
| CN112855261A (en) * | 2020-12-30 | 2021-05-28 | 山东大学 | Drainage device, system and method suitable for TBM tunnel induced polarization instrument |
| CN113588914A (en) * | 2021-06-22 | 2021-11-02 | 清华大学 | Tunnel cave wall rock body testing device and rock body disturbance state testing method |
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