CN206292404U - A kind of Tunnel prediction device based on elastic wave reflex method - Google Patents

A kind of Tunnel prediction device based on elastic wave reflex method Download PDF

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CN206292404U
CN206292404U CN201621464081.1U CN201621464081U CN206292404U CN 206292404 U CN206292404 U CN 206292404U CN 201621464081 U CN201621464081 U CN 201621464081U CN 206292404 U CN206292404 U CN 206292404U
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exciting
elastic wave
device based
prediction device
tunnel
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许振浩
王文扬
黄鑫
何树江
高斌
宋贵杰
张文坤
梁金宝
朱兴礼
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Shandong University
Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
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Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
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Abstract

本实用新型公开了一种基于弹性波反射法的隧道超前预报装置,装置包括行走机构、激振机构和控制器,所述激振机构通过可伸缩机构固定于行走机构上,可伸缩机构带动激振机构进行升降调节;激振机构包括激振锤与速度/加速度检波器,所述控制器控制激振锤对掌子面预报位置施加激振力,激振力引起的弹性波在不同波阻抗面发生反射、透射,由速度/加速度检波器记录波形,并反馈给控制器,所述控制器记录波形进行分析。本实用新型结构简单,且设计巧妙,利用方位控制、行走轮以及可伸缩机构,能够灵活进行调整,提高了隧道超前预报的灵活性。

The utility model discloses a tunnel advance forecasting device based on the elastic wave reflection method. The device includes a traveling mechanism, an exciting mechanism and a controller. The vibration mechanism is used for lifting adjustment; the vibration mechanism includes a vibration hammer and a speed/acceleration detector. The controller controls the vibration hammer to apply an excitation force to the predicted position of the palm face. Reflection and transmission occur on the surface, and the waveform is recorded by the velocity/acceleration detector and fed back to the controller, which records the waveform for analysis. The utility model has a simple structure and an ingenious design, and can be flexibly adjusted by using the azimuth control, the traveling wheels and the retractable mechanism, thereby improving the flexibility of the advance forecast of the tunnel.

Description

一种基于弹性波反射法的隧道超前预报装置A Tunnel Advanced Forecasting Device Based on Elastic Wave Reflection Method

技术领域technical field

本实用新型涉及一种基于弹性波反射法的隧道超前预报装置。The utility model relates to a tunnel advance forecasting device based on elastic wave reflection method.

背景技术Background technique

随着我国交通建设的快速发展,国家的公路、铁路网正在规划及完善。为满足经济发展及人民需求,当公路、铁路进入山岭区时,就不可避免地需采用隧道进行穿越。隧道是“生命线”工程,也是地下工程,其隐蔽性及山体的工程地质条件都将形成对施工安全的重大隐患,而准确的预报掌子面前方的地质灾害并辅以适当的施工措施,可有效避免灾害的发生。With the rapid development of my country's transportation construction, the country's highway and railway networks are being planned and improved. In order to meet economic development and people's needs, when highways and railways enter mountainous areas, it is inevitable to use tunnels to cross them. Tunnel is a "lifeline" project and also an underground project. Its concealment and engineering geological conditions of the mountain will pose a major hidden danger to construction safety. Accurate forecasting of geological disasters in front of the tunnel face and supplementing with appropriate construction measures can Effectively avoid disasters.

在超前预报领域,TSP法与地质雷达探测法等物探方法均起到了有益效果并广泛应用于隧道超前预报领域,但他们仍存在不足。首先,TSP法中,接收器距掌子面距离约55m,且需提前打孔,并进行爆破,该方法的灵活性欠缺;然后,地质雷达法多解性较强,雷达天线难以与掌子面有较好耦合,金属物亦会对雷达探测结果产生较大影响。In the field of advance prediction, geophysical methods such as TSP method and ground radar detection method have played beneficial effects and are widely used in the field of tunnel advance prediction, but they still have shortcomings. First of all, in the TSP method, the distance between the receiver and the tunnel surface is about 55m, and holes need to be drilled in advance and blasted. If the surface has better coupling, metal objects will also have a greater impact on the radar detection results.

针对上述问题,亟需一种合理、灵活的全新设备和方法,使各物探方法得以相互辅助、相互印证,以提高物探的准确率和施工作业的安全性。In view of the above problems, there is an urgent need for a reasonable and flexible new equipment and method, so that the geophysical methods can be mutually assisted and mutually confirmed, so as to improve the accuracy of geophysical prospecting and the safety of construction operations.

实用新型内容Utility model content

本实用新型为了解决上述问题,提出了一种基于弹性波反射法的隧道超前预报装置,本实用新型便捷的、能探测隧道掌子面前方地质情况,并提高施工安全性。In order to solve the above problems, the utility model proposes a tunnel advance forecasting device based on the elastic wave reflection method. The utility model is convenient, can detect the geological conditions in front of the tunnel face, and improves construction safety.

为了实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:

一种基于弹性波反射法的隧道超前预报装置,包括行走机构、激振机构和控制器,所述激振机构通过可伸缩机构固定于行走机构上,可伸缩机构带动激振机构进行升降调节;A tunnel advance forecasting device based on the elastic wave reflection method, comprising a traveling mechanism, an exciting mechanism and a controller, the exciting mechanism is fixed on the traveling mechanism through a telescopic mechanism, and the telescopic mechanism drives the exciting mechanism to perform lifting adjustment;

所述激振机构包括激振锤与速度/加速度检波器,所述控制器控制激振锤对掌子面预报位置施加激振力,激振力引起的弹性波在不同波阻抗面发生反射、透射,由速度/加速度检波器记录波形,并反馈给控制器,所述控制器记录波形。The vibration excitation mechanism includes a vibration hammer and a velocity/acceleration detector. The controller controls the vibration hammer to apply an excitation force to the predicted position of the face. The elastic wave caused by the vibration force is reflected on different wave impedance surfaces, In transmission, the waveform is recorded by the velocity/acceleration detector and fed back to the controller, which records the waveform.

所述行走机构,包括车体,所述车体下端设置有行走轮,车体上固定有控制行走机构角度的方向把手。The traveling mechanism includes a car body, the lower end of the car body is provided with traveling wheels, and a direction handle for controlling the angle of the traveling mechanism is fixed on the car body.

所述可伸缩机构包括可伸缩支撑杆和多个紧固螺栓,所述紧固螺栓依次设置于可伸缩支撑杆上,实现可伸缩支撑杆的阶梯级伸缩。The telescopic mechanism includes a telescopic support rod and a plurality of fastening bolts, and the fastening bolts are sequentially arranged on the telescopic support rod to realize step-wise expansion and contraction of the telescopic support rod.

所述可伸缩支撑杆的顶部设置有用于固定激振机构的固定槽。The top of the telescopic support rod is provided with a fixing groove for fixing the vibration excitation mechanism.

所述激振机构通过连接杆连接在可伸缩机构上,所述激振机构的激振面上设置有多个可伸缩推杆,每个可伸缩推杆端部设置有激振锤。The vibration excitation mechanism is connected to the telescopic mechanism through a connecting rod, a plurality of telescopic push rods are arranged on the vibration excitation surface of the vibration excitation mechanism, and an excitation hammer is arranged at the end of each telescopic push rod.

所述激振机构速度/加速度检波器为多个,均匀设置在激振面上。There are multiple speed/acceleration detectors of the vibration excitation mechanism, which are evenly arranged on the vibration excitation surface.

所述控制器与远程控制PC端通信。The controller communicates with the remote control PC.

基于上述隧道超前预报装置的使用方法,将可伸缩机构升降至待测高度,推动行走机构,使激振机构至待测方位,使速度/加速度检波器与隧道掌子面贴合,将利用控制器设置浮点放大、增益、单位及激振参数,控制激振锤实现激振,速度/加速度检波器将接受的信号传输至控制器,根据振幅、相位因素进行综合分析。Based on the above method of using the tunnel advance forecasting device, lift the telescopic mechanism to the height to be measured, push the traveling mechanism, bring the vibration excitation mechanism to the position to be measured, make the speed/acceleration detector fit the tunnel face, and use the control Set the floating-point amplification, gain, unit and excitation parameters of the controller, control the vibration hammer to realize the excitation, and the speed/acceleration detector transmits the received signal to the controller, and conducts comprehensive analysis according to the amplitude and phase factors.

分析方法是弹性波原理的公知常识。其基本原理是:若围岩结构完整性较好,则波形平缓;出现较高的反射振幅,表示反射界面的岩石密度较高;波形出现相位为正的反射振幅,表示反射界面岩石较坚硬;波形出现相位为负的反射振幅,表示反射界面较软弱。The analysis method is common knowledge of elastic wave principle. The basic principle is: if the structural integrity of the surrounding rock is good, the waveform is gentle; if there is a high reflection amplitude, it means that the rock density at the reflection interface is high; A reflection amplitude with a negative phase in the waveform indicates that the reflection interface is weak.

速度/加速度检波器与隧道掌子面待测位置贴合,进行激振,可伸缩式推杆将激振锤向掌子面推出,施加锤击力后收回,实现多点激振,多点信号接收。The speed/acceleration detector is fitted to the position to be measured on the tunnel face for vibration excitation. The telescopic push rod pushes the vibration hammer to the tunnel face and retracts it after applying the hammering force to realize multi-point excitation and multi-point vibration. signal reception.

本实用新型的有益效果为:The beneficial effects of the utility model are:

(1)本实用新型结构简单,且设计巧妙,利用方位控制、行走轮以及可伸缩机构,能够灵活进行调整,提高了隧道超前预报的灵活性;(1) The utility model has a simple structure and an ingenious design. It can be adjusted flexibly by using azimuth control, traveling wheels and a telescopic mechanism, which improves the flexibility of tunnel forecasting;

(2)本实用新型的激振源和接收检波器在同一激振面上,实现了预报结果的实时反馈;(2) The excitation source of the utility model and the receiver detector are on the same excitation surface, realizing the real-time feedback of the forecast result;

(3)与其他物探方法相结合,提高了超前预报的准确性。多解性是地球物理探测的固有属性,本实用新型可与基于不同原理的地质雷达探测相结合,有利于缩小解的范围,与其探测结果相印证,提高了超前预报的准确性。(3) Combined with other geophysical prospecting methods, the accuracy of advanced forecasting is improved. Multi-solution is an inherent attribute of geophysical detection. The utility model can be combined with geological radar detection based on different principles, which is beneficial to narrowing the range of solutions, corroborating with detection results, and improving the accuracy of advanced forecasting.

(4)操作简单,具有广泛的适用性,预报时对掌子面扰动极小,规避了超前预报中的安全风险(4) Simple operation, wide applicability, minimal disturbance to the face during forecasting, avoiding safety risks in advance forecasting

附图说明Description of drawings

图1基于弹性波反射法的隧道超前预报系统示意图;Fig. 1 Schematic diagram of tunnel advanced forecasting system based on elastic wave reflection method;

图2控制及数据处理装置示意图;Fig. 2 schematic diagram of control and data processing device;

图3激振接收装置示意图;Fig. 3 schematic diagram of excitation receiving device;

图4激振接收装置平面图。Figure 4 Plan view of the vibration receiving device.

图中,1—激振机构;2—连接杆;3—重型脚轮;4—可伸缩支撑杆;5—超前预报系统车身;6—固定槽;7—紧固螺栓;8—紧固螺栓;9—紧固螺栓;10—控制及数据处理装置(PDA);11—控制台;12—方向把手;13—可触控液晶显示屏;14—电源按钮;15—选择按键;16—数据传输连接槽;17—设置按钮;18—滤波按钮;19—激振按钮;20—分析按钮;21—激振锤;22—可伸缩推杆;23—速度/加速度检波器。In the figure, 1—vibration mechanism; 2—connecting rod; 3—heavy caster; 4—extensible support rod; 5—advanced forecasting system body; 6—fixing groove; 7—fastening bolt; 9—fastening bolt; 10—control and data processing device (PDA); 11—console; 12—direction handle; 13—touchable LCD display; 14—power button; 15—selection button; 16—data transmission Connection slot; 17—setting button; 18—filter button; 19—excitation button; 20—analysis button; 21—exciting hammer; 22—extensible push rod; 23—velocity/acceleration detector.

具体实施方式:detailed description:

下面结合附图与实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

如图1所示,一种基于弹性波反射法的隧道超前预报系统,包括行走机构、激振机构和控制机构。行走机构包括脚轮及方向把手,控制预报系统方位。激振机构包括高度调整装置和激振装置,高度调整装置由紧固螺栓和可伸缩支撑杆组成,可伸缩支撑杆实现升降,紧固螺栓起固定作用。激振装置包括激振锤与速度/加速度检波器,由控制机构控制激振锤对掌子面预报位置施加激振力,激振力引起的弹性波在不同波阻抗面发生反射、透射,由速度/加速度检波器记录波形,并由控制装置中PDA进行处理、记录及分析。As shown in Figure 1, a tunnel forecast system based on the elastic wave reflection method includes a traveling mechanism, an excitation mechanism and a control mechanism. The walking mechanism includes casters and direction handles to control the orientation of the forecasting system. The vibration excitation mechanism includes a height adjustment device and an excitation device. The height adjustment device is composed of a fastening bolt and a telescopic support rod. The telescopic support rod realizes lifting, and the fastening bolt plays a fixing role. The vibration excitation device includes a vibration hammer and a velocity/acceleration detector. The control mechanism controls the vibration hammer to apply an excitation force to the predicted position of the face. The elastic wave caused by the excitation force is reflected and transmitted on different wave impedance surfaces. The velocity/acceleration detector records the waveform, and is processed, recorded and analyzed by the PDA in the control device.

重型脚轮8提高超前预报系统的灵活性,其行走方向由方向把手12控制,预报人员推进方向把手并控制放下,位于车身下方四个重型脚轮得以实现车体平动及方向转换。The heavy-duty casters 8 improve the flexibility of the advanced forecasting system. The walking direction is controlled by the direction handle 12. The forecaster pushes the direction handle and controls it to be lowered.

激振机构:激振装置包括激振锤锤头21、可伸缩式激振锤锤身22及速度/加速度检波器23。高度调整装置包括可伸缩式支撑杆4及紧固螺栓。预报人员旋转紧固螺栓,实现预报区域高度调整,通过行走机构调整预报系统方位,使速度/加速度检波器与隧道掌子面待测位置贴合,按激振按钮19,可伸缩式推杆22将激振锤21向掌子面推出,施加锤击力后收回,实现多点激振,多点信号接收。检波器记录所接收弹性波速度信号及加速度信号,无线传输至控制及数据处理装置10。Exciting mechanism: the exciting device includes a vibrating hammer head 21 , a retractable vibrating hammer body 22 and a velocity/acceleration detector 23 . The height adjustment device comprises a telescopic support rod 4 and a fastening bolt. The forecaster rotates the fastening bolts to adjust the height of the forecast area, adjusts the orientation of the forecast system through the traveling mechanism, and makes the speed/acceleration detector fit the position to be tested on the tunnel face, press the excitation button 19, and the retractable push rod 22 The vibrating hammer 21 is pushed out toward the face of the palm, retracted after applying the hammering force, so as to realize multi-point excitation and multi-point signal reception. The wave detector records the received elastic wave velocity signal and acceleration signal, and wirelessly transmits it to the control and data processing device 10 .

控制机构:控制机构由控制台11与控制及数据处理装置10组成。控制及数据处理装置为基于Android系统的PDA,其包括电源按钮14、选择按键15、设置按钮17、滤波按钮18、激振按钮19及分析按钮20,其与控制台通过数据传输连接槽16对接,其数据连接槽可通过数据线将测得数据传输至PC端。Control mechanism: the control mechanism is composed of a console 11 and a control and data processing device 10 . The control and data processing device is a PDA based on the Android system, which includes a power button 14, a selection button 15, a setting button 17, a filter button 18, an excitation button 19 and an analysis button 20, and it is docked with the console through a data transmission connection slot 16 , its data connection slot can transmit the measured data to the PC through the data line.

下面将对本实用新型的使用方法步骤进行清楚、完整的描述。The steps of the method of use of the present utility model will be clearly and completely described below.

调整紧固螺栓使可伸缩式支撑杆至待测高度,推预报系统至待测方位,使速度/加速度检波器23与隧道掌子面贴合,将控制与数据处理装置10中的数据传输连接槽16与控制台11对接,打开电源按钮14,完成预报准备工作;点设置按钮17进行自动设置浮点放大、增益、单位及激振参数,也可通过选择按键15选择手动设置参数;参数设置完毕后,按激振按钮实现激振,速度/加速度检波器23将接受的信号传输至控制台,预报人员按分析按钮20,数据处理装置将根据振幅、相位等因素进行综合分析给出分析结果;由数据传输连接槽16可将数据传输至PC进行进一步处理及分析,提高预报准确性。Adjust the fastening bolts so that the telescopic support rod reaches the height to be measured, push the forecasting system to the position to be measured, make the speed/acceleration detector 23 fit the tunnel face, and connect the control with the data transmission in the data processing device 10 Slot 16 is docked with console 11, and power button 14 is turned on to complete the forecasting preparation work; click setting button 17 to automatically set floating-point amplification, gain, unit and excitation parameters, and also select manual setting parameters by selecting button 15; parameter setting After completion, press the excitation button to realize excitation, the speed/acceleration detector 23 will transmit the received signal to the console, the forecaster presses the analysis button 20, and the data processing device will perform comprehensive analysis based on factors such as amplitude and phase to give the analysis result ; The data transmission connection slot 16 can transmit the data to the PC for further processing and analysis, so as to improve the forecast accuracy.

上述虽然结合附图对本实用新型的具体实施方式进行了描述,但并非对本实用新型保护范围的限制,所属领域技术人员应该明白,在本实用新型的技术方案的基础上,本领域技术人员不需要付出创造性劳动即可做出的各种修改或变形仍在本实用新型的保护范围以内。Although the specific implementation of the utility model has been described above in conjunction with the accompanying drawings, it does not limit the protection scope of the utility model. Those skilled in the art should understand that on the basis of the technical solution of the utility model, those skilled in the art do not need to Various modifications or deformations that can be made with creative efforts are still within the protection scope of the present utility model.

Claims (7)

1. a kind of Tunnel prediction device based on elastic wave reflex method, it is characterized in that:Including walking mechanism, exciting agency and Controller, the exciting agency is fixed in walking mechanism by telescopic mechanism, and telescopic mechanism drive exciting agency is carried out Lift adjustment;
The exciting agency includes exciting hammer and speed/acceleration wave detector, and the controller control exciting hammer is pre- to face Report position applies exciting force, and the elastic wave that exciting force causes occurs reflection, transmission in different wave impedance faces, by speed/acceleration Wave detector wave recording, and controller is fed back to, the controller wave recording.
2. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 1, it is characterized in that:The row Mechanism, including car body are walked, the car body lower end is provided with road wheel, the direction handle of control walking mechanism angle is fixed with car body Hand.
3. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 1, it is characterized in that:It is described can Telescoping mechanism includes retractable support lever and multiple fastening bolts, and the fastening bolt is set in turn on retractable support lever, Realize that the gradin of retractable support lever stretches.
4. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 3, it is characterized in that:It is described can The fixing groove for fixing exciting agency is provided with the top of telescopic supporting rod.
5. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 1, it is characterized in that:It is described to swash Mechanism of shaking is connected on telescopic mechanism by connecting rod, and multiple scalable push away is provided with the exciting face of the exciting agency Bar, each scalable push rod end is provided with exciting hammer.
6. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 1, it is characterized in that:It is described to swash Shake mechanism speed/acceleration wave detector for multiple, be uniformly arranged on exciting face.
7. a kind of Tunnel prediction device based on elastic wave reflex method as claimed in claim 1, it is characterized in that:The control Device processed communicates with remote control PC ends.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106772556A (en) * 2016-12-29 2017-05-31 山东大学 A kind of Tunnel prediction device and its application method based on elastic wave reflex method
CN109375263A (en) * 2018-12-04 2019-02-22 山东大学 A kind of earthquake advance prediction device, system and method suitable for drilling and blasting tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106772556A (en) * 2016-12-29 2017-05-31 山东大学 A kind of Tunnel prediction device and its application method based on elastic wave reflex method
CN109375263A (en) * 2018-12-04 2019-02-22 山东大学 A kind of earthquake advance prediction device, system and method suitable for drilling and blasting tunnel

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