CN204738816U - Autonomous positioning and orientation system and method for roadheader - Google Patents
Autonomous positioning and orientation system and method for roadheader Download PDFInfo
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Abstract
本实用新型公开一种掘进机自主定位定向系统及方法,属于掘进机自主巡航领域。该系统包括可编程计算机控制器;自主行走式定位基站群;陀螺寻北仪;2个倾角传感器;3个掘进机机身定位匣。其中,定位基站群相对于巷道坐标系位置已知,当掘进机行进时,使用超宽带无线电脉冲测距法,依次检测机身3个定位匣相对于定位基站群的三维坐标,并根据三维坐标,解算掘进机位姿参数。当掘进机停止时,通过陀螺寻北仪及倾角传感器对掘进机位姿参数进行再次矫正。当掘进机行进距离超过系统有效检测范围时。4个自主行走式定位基站按照自主标定策略依次向前移动,同时进行基站三维坐标更新。从而在巷道掘进中,实现掘进机完全自主化的定位定向。
The utility model discloses an autonomous positioning and orientation system and method of a roadheader, belonging to the field of autonomous cruise of the roadheader. The system includes programmable computer controller; self-propelled positioning base station group; gyro north finder; 2 inclination sensors; 3 positioning boxes of roadheader body. Among them, the location of the positioning base station group relative to the roadway coordinate system is known. When the roadheader is moving, the ultra-wideband radio pulse ranging method is used to sequentially detect the three-dimensional coordinates of the three positioning boxes of the fuselage relative to the positioning base station group, and according to the three-dimensional coordinates , to solve the roadheader pose parameters. When the roadheader stops, the pose parameters of the roadheader are corrected again through the gyro north finder and the inclination sensor. When the traveling distance of the roadheader exceeds the effective detection range of the system. The four self-propelled positioning base stations move forward sequentially according to the self-calibration strategy, and update the three-dimensional coordinates of the base stations at the same time. Therefore, in the roadway excavation, the completely autonomous positioning and orientation of the roadheader is realized.
Description
技术领域technical field
本实用新型设计一种巷道掘进领域的掘进机,特别是涉及一种掘进机自主定位定向系统及其方法。The utility model designs a roadheader in the field of roadway excavation, in particular to a roadheader autonomous positioning and orientation system and a method thereof.
背景技术Background technique
掘进机是实现地下巷道掘进工作的核心设备。在传统的地下巷道掘进过程中。掘进机的掘进路线首先由地测部门绘制,根据安装在巷道后方的点激光指向仪发射至巷道前方岩壁的激光斑的位置,由掘进机驾驶员控制掘进机的掘进方向。由于矿井巷道环境恶劣,这种掘进方法不仅效率低,而且精度有限。此外,点激光指向仪固定在巷道后方顶板处,安装、拆卸、标定十分麻烦,并且大大增加了矿井工作人员的工作强度及工作危险性。The roadheader is the core equipment to realize the excavation work of underground roadway. In the traditional underground roadway excavation process. The excavation route of the excavation machine is first drawn by the geological survey department, and the excavation direction of the excavation machine is controlled by the excavation machine driver according to the position of the laser spot emitted by the point laser pointer installed at the back of the tunnel to the rock wall in front of the tunnel. Due to the harsh environment of mine roadways, this excavation method is not only inefficient, but also has limited accuracy. In addition, the point laser pointing device is fixed on the roof behind the roadway, which is very troublesome to install, dismantle and calibrate, and greatly increases the work intensity and danger of mine workers.
随着社会的进步,矿井工作人员的安全受到了越来越多的关注。近年来,一些高等院校和其他科研机构针对巷道无人化掘进问题进行了一定的研究。With the progress of society, the safety of mine workers has received more and more attention. In recent years, some colleges and universities and other scientific research institutions have conducted some research on the problem of unmanned tunneling.
公开号为“CN101266134A”专利名称为“悬臂掘进机机头位姿测量系统及其方法”,该专利试图利用全站仪测量掘进机位姿,再通过悬臂油缸传感器及倾角传感器推导截割头空间位置。The publication number is "CN101266134A" and the patent name is "Cantilever Roadheader Head Pose Measurement System and Its Method". Location.
公开号为“CN101392653A”专利名称为“隧道掘进施工导向系统的三维姿态测量装置”。该专利试图将全站仪和CCD相机应用到盾构机姿态测量中。The publication number is "CN101392653A" and the patent name is "Three-dimensional Attitude Measurement Device for Tunnel Driving Construction Guidance System". This patent attempts to apply a total station and a CCD camera to the attitude measurement of a shield machine.
公开号为“CN101975063A”专利名称为“掘进机激光引导定位定向装置及方法”。该专利利用巷道原有的点激光指向仪,在掘进机悬臂上安装一个激光接收器,通过点激光指向仪发射的光斑在激光接收器上的位置,来判断悬臂的位置,再通过悬臂油缸及悬臂倾角传感器推导出掘进机的位姿信息。The publication number is "CN101975063A" and the patent name is "Laser Guided Positioning and Orientation Device and Method for Roadheader". This patent uses the original point laser pointing instrument of the roadway to install a laser receiver on the cantilever of the roadheader, and judge the position of the cantilever through the position of the light spot emitted by the point laser pointing instrument on the laser receiver, and then through the cantilever oil cylinder and The cantilever inclination sensor derives the pose information of the roadheader.
公开号为“CN 102506770 A”专利名称为“一种掘进机偏向角检测装置及检测方法”。该专利将线激光发射器安装在掘进机中线上,在巷道后方顶板处安装滑轨、步进电机及激光接收器,步进电机控制激光接收器在滑轨上移动,旨在捕捉掘进机机身发出的线激光。从而推算掘进机相对于巷道中线的偏向角。The publication number is "CN 102506770 A" and the patent name is "A device and method for detecting deflection angle of roadheader". In this patent, the line laser transmitter is installed on the center line of the roadheader, and the slide rail, stepper motor and laser receiver are installed on the roof behind the roadway. The stepper motor controls the movement of the laser receiver on the slide rail, aiming at capturing the The line laser emitted by the body. Thus, the deviation angle of the roadheader relative to the center line of the roadway can be calculated.
公开号为“CN 102589514 A”专利名称为“掘进机位姿参数测量装置及其方”。该专利利用点激光指向仪及两个安装在掘进机机身上的两个可摇摆的矩形光传感器来推算出掘进机的位姿参数。The publication number is "CN 102589514 A" and the patent name is "Measuring device for position and posture parameters of roadheader and its formula". The patent uses a point laser pointing device and two swingable rectangular light sensors installed on the body of the roadheader to calculate the pose parameters of the roadheader.
上述几种方法有许多共同之处,即先将巷道基准固定在巷道后方。再利用点激光、线激光、红外线等进行测量,建立掘进机坐标系与巷道坐标系的几何关系,再通过数学解算得到掘进机相对于基准的位置关系。但这些方法都存在很多局限性:The above-mentioned methods have many things in common, that is, the roadway datum is first fixed behind the roadway. Then use point laser, line laser, infrared, etc. to measure, establish the geometric relationship between the coordinate system of the roadheader and the coordinate system of the roadway, and then obtain the positional relationship of the roadheader relative to the reference through mathematical calculation. However, these methods have many limitations:
(1)井下环境恶劣,粉尘很大,不利于红外线、激光及可见光的传输,从而导致测量精度低。(1) The underground environment is harsh and the dust is very large, which is not conducive to the transmission of infrared, laser and visible light, resulting in low measurement accuracy.
(2)上述几种方法都需要在巷道后方人工建立基准,当掘进距离超过系统有效测量范围时,再次需要对基准进行人工移动和标定。上述这些系统只达到了半自动化水平,矿井工作人员仍然处于危险中,无法从根本上把劳动力从地下解放出来。(2) The above-mentioned methods all need to manually establish the benchmark behind the roadway. When the excavation distance exceeds the effective measurement range of the system, the benchmark needs to be manually moved and calibrated again. The above-mentioned systems have only reached a semi-automation level, and mine workers are still in danger, unable to fundamentally liberate the labor force from the ground.
公开号为“CN101169038A”专利名称为“全自动掘进机”,该专利试图将惯性导航系统应用至掘进机定位定向中,该专利理论上达到了全自动掘进作业,但是该系统无法建立掘进机与巷道基准的联系,而惯性导航系统的误差随系统运行时间的增加而迅速增大,从而导致系统失效,因此,该系统存在很大局限性,不具备实用价值。The publication number is "CN101169038A" and the patent name is "Full Automatic Roadheader". This patent attempts to apply the inertial navigation system to the positioning and orientation of the roadheader. The connection of roadway reference, and the error of inertial navigation system increases rapidly with the increase of system running time, which leads to system failure. Therefore, this system has great limitations and does not have practical value.
公开号为“CN103123391A”专利名称为“掘进机无线导航定位系统及方法”。该专利较上述几种方法又做出了一定创新。该专利将巷道后方的两个无线节点装置作为基准,在掘进机上安装一个定位点。通过测量两基准到定位点的距离的差值来判断掘进机的偏向。当掘进距离超过有效检测范围时,由掘进机向地面投放中继节点,以此来扩大有效检测范围,但该方法仍然存在许多局限性:The publication number is "CN103123391A" and the patent name is "Roadhead Machine Wireless Navigation and Positioning System and Method". This patent has made certain innovation again compared with above-mentioned several methods. The patent uses two wireless node devices behind the roadway as a reference, and an anchor point is installed on the roadheader. The deviation of the roadheader is judged by measuring the difference between the distances from the two benchmarks to the anchor point. When the excavation distance exceeds the effective detection range, the roadheader will drop relay nodes to the ground to expand the effective detection range, but this method still has many limitations:
(1)该系统只能在二维平面上检测掘进机掘进路线是否为直线,当预设掘进路线为弧线时,则系统无法精准确定掘进机掘进机路线与预设掘进机的偏差,即系统失效。(1) The system can only detect whether the excavation route of the roadheader is a straight line on a two-dimensional plane. When the preset excavation route is an arc, the system cannot accurately determine the deviation between the roadheader route and the preset roadheader, that is System failure.
(2)在该系统中,节点与掘进机定位点之间的测距是利用频率在1Ghz以下的无线电波在不同无线模块之间的飞行时间与光速的乘积得来。而不同的模块之间的时钟存在着时钟不同步的问题。由于光速的量级很大,因此微小的时间误差都将大大影响到测距的精度。因此该系统的精度很难满足国家巷道成型标准。(2) In this system, the distance between the node and the positioning point of the roadheader is obtained by using the product of the flight time and the speed of light of radio waves with a frequency below 1Ghz between different wireless modules. However, there is a problem of clock asynchrony among different modules. Since the magnitude of the speed of light is very large, a small time error will greatly affect the accuracy of distance measurement. Therefore, the accuracy of the system is difficult to meet the national roadway forming standards.
(3)该系统在掘进机掘进过程中,要在机身上安装节点投放装置并需携带大量中继节点。一方面随着随着巷道距离的增长,系统成本也随之大大增加。另一方面,随着投放节点数量的增多,也大大增加了系统的复杂性和累积误差。(3) During the tunneling process of the roadheader, the system needs to install a node delivery device on the machine body and carry a large number of relay nodes. On the one hand, with the increase of the roadway distance, the system cost will also increase greatly. On the other hand, with the increase of the number of delivery nodes, the complexity and cumulative error of the system are also greatly increased.
(4)由于巷道环境恶劣,地面凹凸不平,掘进机尾部还要携带随机前行的刮板输送机,并且常伴有煤岩垮落。因此,被投放的中继节点很容易被掩埋或损坏,并且任意一个中继节点被损坏都将导致整个系统的失效,因此该方法不具有较高实用性。(4) Due to the harsh environment of the roadway and the uneven ground, the tail of the roadheader also carries a scraper conveyor that moves forward randomly, and it is often accompanied by coal and rock collapse. Therefore, the deployed relay nodes are easy to be buried or damaged, and the damage of any relay node will lead to the failure of the entire system, so this method is not very practical.
鉴于以上实用新型的种种缺陷,为了实现掘进机的完全自主掘进作业,将矿井工作人员彻底从地下巷道的繁重危险的工作中解救出来,经过不断的研究及设计,并经反复试验及改进后,终于创设出确具实用价值的本实用新型。In view of the various defects of the above utility model, in order to realize the completely autonomous excavation operation of the roadheader and completely rescue the mine staff from the heavy and dangerous work of the underground roadway, after continuous research and design, repeated tests and improvements, Finally create the utility model that really has practical value.
实用新型内容Utility model content
技术问题:本实用新型的主要目的在于,针对目前矿井巷道综掘工作面实际情况及现有掘进机定位及定向技术的种种缺陷。提出一种掘进机自主定位定向系统及方法,主要包括掘进机三维坐标自主定位技术,机身位姿参数自主定向技术,基准自主前移及自主标定技术。旨在实现在整个巷道掘进过程中无需人工参与,掘进机可自主进行定位定向。Technical problem: the main purpose of this utility model is to address the actual situation of the current fully mechanized excavation face in mine roadways and various defects in the positioning and orientation technology of existing roadheaders. A roadheader autonomous positioning and orientation system and method are proposed, which mainly include the technology of autonomous positioning of the three-dimensional coordinates of the roadheader, the technology of autonomous orientation of body pose parameters, the technology of autonomous forward moving of the benchmark and the technology of autonomous calibration. The aim is to realize that no manual participation is required during the entire roadway excavation process, and the roadheader can independently perform positioning and orientation.
技术方案:本实用新型的目的是这样实现的:该定位系统包括:可编程计算机控制器;寻北仪;倾角传感器;4个自行走式定位基站;7个自带铷原子钟的超宽带无线电模块,其中3个超宽带无线电模块固定在掘进机机身定位匣中,其余4个分别安装在4个自行走式定位基站上。4个自行走式定位基站位于掘进机后方,作为掘进机定位定向的基准。定位基站相对于巷道起始点的三维坐标已知,由地测人员在巷道掘进开始之前进行测量。Technical solution: the purpose of this utility model is achieved in this way: the positioning system includes: a programmable computer controller; a north finder; an inclination sensor; 4 self-propelled positioning base stations; , of which 3 ultra-broadband radio modules are fixed in the positioning box of the boring machine body, and the remaining 4 are respectively installed on 4 self-propelled positioning base stations. Four self-propelled positioning base stations are located behind the roadheader, serving as the benchmark for the positioning and orientation of the roadheader. The three-dimensional coordinates of the positioning base station relative to the starting point of the roadway are known, and are measured by the surveyors before the start of roadway excavation.
所述的掘进机自主定位定向系统,其特征是:所述的自行走式定位基站由轮式行走装置;5路红外测距仪;单片机;步进电机;带有高精度铷原子钟的超宽带无线电模块;本安电池构成。各模块通过接口电路与单片机相连接并可进行实时通信,由本安电池进行供电。The self-positioning and directional system of the roadheader is characterized in that: the self-propelled positioning base station is composed of a wheeled walking device; 5-way infrared range finder; single-chip microcomputer; stepping motor; Radio module; composed of intrinsically safe batteries. Each module is connected with the single-chip microcomputer through the interface circuit and can communicate in real time, and is powered by the intrinsically safe battery.
所述的掘进机自主定位定向系统,其特征是:所述的超宽带无线电模块由脉冲电路;通信电路;天线;高精度铷原子钟构成;脉冲电路信号经天线可发射3.4-10.6Ghz量级的高频率无线电脉冲。通信电路可对无线电信号进行调制解调,从而实现多个无线电模块之间的双向通信。高精度如原子钟可实时记录脉冲发射时刻和接收时刻。The self-positioning and directional system of the roadheader is characterized in that: the ultra-wideband radio module is composed of a pulse circuit; a communication circuit; an antenna; a high-precision rubidium atomic clock; High frequency radio pulses. The communication circuit can modulate and demodulate radio signals, so as to realize two-way communication between multiple radio modules. High-precision atomic clocks can record the pulse emission and reception moments in real time.
所述的掘进机自主定位定向系统,其特征是:可编程计算机控制器、陀螺寻北仪、2个倾角传感器安装在掘进机机身电控箱内。陀螺寻北仪及倾角传感器通过接口电路与可编程计算机控制器相连接,并可实现实时通信。The autonomous positioning and orientation system of the roadheader is characterized in that: a programmable computer controller, a gyro north finder, and two inclination sensors are installed in the electric control box of the roadheader body. The gyro north finder and the inclination sensor are connected with the programmable computer controller through the interface circuit, and can realize real-time communication.
所述的掘进机自主定位定向系统,其特征是:所述的掘进机机身定位匣包括超宽带无线电模块1个;液压减震油缸3个;伞形橡胶保护盔1个。超宽带无线电模块固定在掘进机机身表面,三个液压减震油缸均匀分布在超宽带无线电模块,减震油缸一端固定在掘进机机身表面,另一端连接伞形橡胶保护盔。The autonomous positioning and orientation system of the roadheader is characterized in that: the body positioning box of the roadheader includes one ultra-broadband radio module; three hydraulic shock-absorbing oil cylinders; and one umbrella-shaped rubber protective helmet. The ultra-broadband radio module is fixed on the surface of the roadheader body, and three hydraulic shock-absorbing cylinders are evenly distributed on the ultra-broadband radio module. One end of the shock-absorbing cylinder is fixed on the surface of the roadheader body, and the other end is connected to an umbrella-shaped rubber protective helmet.
所述的掘进机自主定位定向系统,其特征是:所述的掘进机机身定位匣共有3个,每个匣内安装一个超宽带无线电模块,通过接口电路与电控箱内的可编程计算机控制器相连接,并实现实时通信。The self-positioning and orientation system of the roadheader is characterized in that: there are three positioning boxes for the body of the roadheader, and an ultra-wideband radio module is installed in each box, and the interface circuit and the programmable computer in the electric control box The controllers are connected and realize real-time communication.
所述的掘进机自主定位定向系统的掘进机自主定位定向方法是:The roadheader autonomous positioning and orientation method of the described roadheader autonomous positioning and orientation system is:
(1)巷道掘进机开始前,掘进机及定位基站群相对于巷道起始点位置的坐标关系由地测部门进行测量。当巷道掘进开始后,定位基站群保持静止,与此同时,掘进机按照预设掘进机路线向前掘进。(1) Before the roadheading machine starts, the coordinate relationship between the roadheading machine and the positioning base station group relative to the starting point of the roadway is measured by the geological survey department. When the roadway excavation starts, the positioning base station group remains static, and at the same time, the roadheader excavates forward according to the preset roadheader route.
(2)当掘进机坐标与位姿信息发生变化时,启动安装在定位基站群的超宽带无线电模块。对安装在掘进机机身定位匣中的超宽带无线电模块依次发射不同脉位的高频率超宽带无线电脉冲信号,不同脉位的脉冲信号代表不同的定位基站。当脉冲发射的瞬间,由模块内的高精度铷原子钟记录下发射时刻。当机身无线电模块收到来自定位基站的脉冲信号时,立刻向定位基站反射一个带有自身脉位信息脉冲信号。当定位基站收到来自机身无线电模块的脉冲信号的瞬间,由高精度铷原子钟记录下接收时刻。而铷原子钟内接收时刻与发射时刻的差值即电磁波在两个模块之间两次飞行的时间。(2) When the coordinates and pose information of the roadheader change, start the ultra-wideband radio module installed in the positioning base station group. The ultra-wideband radio module installed in the positioning box of the roadheader body sequentially transmits high-frequency ultra-wideband radio pulse signals of different pulse positions, and the pulse signals of different pulse positions represent different positioning base stations. When the pulse is launched, the high-precision rubidium atomic clock in the module records the launch time. When the fuselage radio module receives the pulse signal from the positioning base station, it immediately reflects a pulse signal with its own pulse position information to the positioning base station. When the positioning base station receives the pulse signal from the radio module of the fuselage, the high-precision rubidium atomic clock records the receiving time. The difference between the receiving time and the transmitting time in the rubidium atomic clock is the time for the electromagnetic wave to fly twice between the two modules.
(3)经过安装在定位基站中的单片机处理,将时间信息换算为距离信息,再经过通信电路发射到掘进机电控箱内可编程计算机控制器中。根据不同无线电模块之间两两配对的距离关系,从而解算出掘进机相对于巷道的三维坐标及姿态信息。姿态信息包括掘进机的航向角,俯仰角及横滚角。(3) After being processed by the single-chip microcomputer installed in the positioning base station, the time information is converted into distance information, and then transmitted to the programmable computer controller in the electric control box of the roadheader through the communication circuit. According to the distance relationship between pairs of different radio modules, the three-dimensional coordinates and attitude information of the roadheader relative to the roadway are calculated. The attitude information includes the heading angle, pitch angle and roll angle of the roadheader.
(4)当掘进机完成一个单位掘进机长度时,需停机进行支护。与此同时,启动陀螺寻北仪及倾角传感器对掘进机航向角,俯仰角及横滚角进行校准。(4) When the roadheader completes a unit length of the roadheader, it needs to be stopped for support. At the same time, start the gyro north finder and inclination sensor to calibrate the heading angle, pitch angle and roll angle of the roadheader.
(5)当掘进机与定位基站群之间的距离超过系统有效检测范围时,启动自行走式定位基站群基准自主标定程序:首先由可编程计算机控制器根据各定位基站的三维坐标系拟合基站行走路径,通过无线电通信模块将不同的路径信息分别传输至相应的定位基站中。各定位基站根据各自路径信息,通过单片机控制与行走装置相联结的步进电机,依次向掘进方向移动。每个自行走式定位基站移动完毕后,与其他定位基站进行依次配对,经过可编程计算机控制器解算,更新定位基站群基准三维坐标。(5) When the distance between the roadheader and the positioning base station group exceeds the effective detection range of the system, the self-propelled positioning base station group benchmark self-calibration program is started: first, the programmable computer controller is fitted according to the three-dimensional coordinate system of each positioning base station The base station walks the path, and transmits different path information to the corresponding positioning base station through the radio communication module. Each positioning base station moves in the direction of excavation sequentially through a single-chip microcomputer to control the stepping motor connected with the traveling device according to its own path information. After each self-propelled positioning base station has moved, it is paired with other positioning base stations in sequence, and the three-dimensional coordinates of the positioning base station group reference are updated after calculation by the programmable computer controller.
(6)自行走式定位基站群在移动时,红外测距模块启动,当前方遇到垮落的煤岩及其他障碍物时,根据五路红外测距仪探测的信息进行避障移动。避障结束后,重新进行路径规划,直到定位基站行进至可编程计算机控制器规划的目标点。(6) When the self-propelled positioning base station group is moving, the infrared ranging module is activated. When the front encounters collapsed coal rocks and other obstacles, the obstacle avoidance movement is performed according to the information detected by the five-way infrared range finder. After the obstacle avoidance, re-plan the path until the positioning base station travels to the target point planned by the programmable computer controller.
(7)定位基站群基准坐标更新完成后,掘进机再次以定位基站群为基准向前掘进机,从而实现在巷道掘进工作中,掘进机的全程自主定位定向。(7) After the update of the reference coordinates of the positioning base station group is completed, the roadheader moves forward again based on the positioning base station group, so as to realize the autonomous positioning and orientation of the roadheader during the roadway excavation work.
本实用新型掘进机自主定位定向系统及方法与现有技术对比,具有明显的优点与有益效果。借由上述技术方案,本实用新型提供的掘进机自主定位定向系统及方法可达到相当的技术进步性及实用性,并具有产业上的广泛利用价值,其至少具有下列优点:Compared with the prior art, the self-positioning and orientation system and method of the roadheader of the utility model have obvious advantages and beneficial effects. By virtue of the above-mentioned technical solutions, the self-positioning and orientation system and method of the roadheader provided by the utility model can achieve considerable technical advancement and practicality, and have extensive industrial application value. It has at least the following advantages:
(1)本实用新型利用超宽带无线电模块,自行走式定位基站群,陀螺寻北仪,倾角传感器,可编程计算机控制器替代了传统人工目测掘进方式,解决了传统掘进的不准确,超欠挖严重等问题,提高了巷道成型的质量与效率。实现了掘进过程中掘进机定位定向的全自主化,将劳动力彻底从繁重、危险的工作环境中解放出来。并且该系统可以实时监测掘进机位姿及姿态,拟合出掘进机的掘进航线。(1) The utility model uses ultra-wideband radio modules, self-propelled positioning base station groups, gyro north finders, inclination sensors, and programmable computer controllers to replace the traditional manual visual excavation methods, which solves the inaccuracy of traditional excavation. Digging serious problems and other problems have improved the quality and efficiency of roadway forming. It realizes the full autonomy of the positioning and orientation of the roadheader during the excavation process, and completely liberates the labor force from the heavy and dangerous working environment. And the system can monitor the position, attitude and attitude of the roadheader in real time, and fit the tunneling route of the roadheader.
(2)本实用新型掘进机自主定位定向系统及方法,利用内附铷原子钟的超宽带无线电模块,采用信号双向飞行时间测距法,大大提高了系统定位精度,在检测范围内,系统定位误差可控制在2cm以内。(2) The self-positioning and directional system and method of the roadheader of the utility model utilize the ultra-wideband radio module with a rubidium atomic clock inside, and adopt the signal two-way time-of-flight ranging method, which greatly improves the positioning accuracy of the system. Within the detection range, the system positioning error Can be controlled within 2cm.
(3)本实用新型掘进机自主定位定向系统及方法,将高精度陀螺寻北仪及倾角传感器安装在电控箱中,当掘进机停机支护时,启动高精度陀螺寻北仪及倾角传感器对掘进机自主定位定向系统进行校准,使得系统位姿测量精度可达0.1°以上。(3) The self-positioning and orientation system and method of the roadheader of the utility model install the high-precision gyro north finder and the inclination sensor in the electric control box, and start the high-precision gyro north finder and the inclination sensor when the roadheader stops for support Calibrate the autonomous positioning and orientation system of the roadheader, so that the system's position and attitude measurement accuracy can reach more than 0.1°.
(4)本实用新型掘进机自主定位定向系统及方法,系统定位基站由行走装置,避障检测装置,通信装置等模块构成。当掘进机掘进距离超过定位基站最大有效检测距离时,定位基站进行自主行走式标定,标定过程中进行坐标自主更新。从而实现定位基站的高精度地自主前移。从而实现对掘进机连续的自主的坐标定位及位姿检测。(4) The autonomous positioning and orientation system and method of the roadheader of the present invention, the system positioning base station is composed of modules such as a walking device, an obstacle avoidance detection device, and a communication device. When the tunneling distance of the roadheader exceeds the maximum effective detection distance of the positioning base station, the positioning base station performs autonomous walking calibration, and the coordinates are updated independently during the calibration process. In this way, the high-precision autonomous forward movement of the positioning base station is realized. In this way, the continuous and independent coordinate positioning and pose detection of the roadheader can be realized.
综上所述,本实用新型特殊结构的掘进机自主定位定向系统,目的在于提出一种全新的掘进机三维坐标自主连续定位及机身位姿参数连续检测系统及方法,并且当掘进机停机支护时,通过陀螺寻北仪及倾角传感器可进行系统自主校正,大大提高了系统检测精度。随着掘进机掘进距离的增大,定位基站群可自主向前跟随推进,并自主标定更新坐标。可实现掘进过程掘进机定位定向的完全自主化,为掘进机自主巡航的实现铺平的道路,彻底将矿井工作人员从巷道掘进工作的危险中解放出来。该系统使用于矿井巷道掘进、石油钻井勘探、地铁巷道掘进等地下掘进领域,不仅具有很高的经济价值,而且具有很好的社会价值。其具有上述诸多的优点及实用价值,其自主定位定向原理和结构设计未见公开发表或实用而确属创新,在巷道自主掘进技术领域上有很大突破,并产生了好用及实用的效果,诚为一新颖、进步、实用的新设计。To sum up, the purpose of the autonomous positioning and orientation system of the roadheader with special structure of the utility model is to propose a brand-new system and method for autonomous continuous positioning of the three-dimensional coordinates of the roadheader and continuous detection of body pose parameters, and when the roadheader stops supporting During maintenance, the system can be calibrated independently through the gyro north finder and the inclination sensor, which greatly improves the detection accuracy of the system. As the excavation distance of the roadheader increases, the positioning base station group can follow and advance autonomously, and automatically calibrate and update the coordinates. It can realize the complete autonomy of the positioning and orientation of the roadheader during the excavation process, pave the way for the realization of the autonomous cruise of the roadheader, and completely liberate the mine staff from the danger of roadway excavation work. The system is used in underground excavation fields such as mine roadway excavation, oil drilling exploration, subway roadway excavation, etc. It not only has high economic value, but also has good social value. It has the above-mentioned many advantages and practical value. Its independent positioning and orientation principle and structural design have not been published or practical, but it is indeed innovative. It has made a great breakthrough in the field of roadway independent excavation technology, and has produced easy-to-use and practical effects. , Sincerely a novel, progressive and practical new design.
上述如此结构构成的本实用新型掘进机自主定位定向系统及其方法的技术创新,对于现今同行业的技术人员来说均具有许多可取之处,而确实具有技术进步性。The technical innovation of the self-positioning and orientation system and method thereof of the utility model of the above-mentioned structure constituted by the roadheader has many merits for the technicians in the same industry, and indeed has technological progress.
如上所述是本实用新型的基本构思。但是,在本实用新型的技术领域内,只要具备最基本的知识,可以对本实用新型的其他可操作的实施例进行改进。在本实用新型中对实质性技术方案提出了专利保护请求,其保护范围应包括具有上述技术特点的一切变化方式。As mentioned above is the basic idea of the present utility model. However, within the technical field of the utility model, as long as the most basic knowledge is possessed, other operable embodiments of the utility model can be improved. In the utility model, a patent protection request is proposed for the substantive technical solution, and its protection scope should include all variations with the above-mentioned technical characteristics.
以上所述,仅是本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,虽然本实用新型已以较佳实施例揭露如上,然而并非用以限定本实用新型,任何熟悉本专业的技术人员,在不脱离本实用新型技术方案范围内,当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案的内容,依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本实用新型技术方案的范围内。The above are only preferred embodiments of the present utility model, and do not limit the utility model in any form. Although the utility model has been disclosed as above with preferred embodiments, it is not intended to limit the utility model. Any Those who are familiar with this profession, without departing from the scope of the technical solution of the present utility model, can use the technical content disclosed above to make some changes or modify equivalent embodiments with equivalent changes, but all without departing from the technical solution of the utility model Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the utility model still belong to the scope of the technical solution of the utility model.
附图说明Description of drawings
图中:In the picture:
图1是本实用新型系统图Fig. 1 is a system diagram of the utility model
图2是本实用新型结构组成示意图Fig. 2 is a schematic diagram of the structure of the utility model
图3是本实用新型自行走式定位基站系统图Figure 3 is a system diagram of the self-propelled positioning base station of the present invention
图4是掘进机机身定位匣左右二等角轴测图Figure 4 is a left and right isometric axonometric view of the positioning box of the body of the roadheader
图5是掘进机机身定位匣正视图Figure 5 is the front view of the positioning box of the roadheader body
图6是本实用新型数学模型示意图Fig. 6 is a schematic diagram of the utility model mathematical model
图7是本实用新型自主标定方法示意图Fig. 7 is a schematic diagram of the self-calibration method of the utility model
图中:In the picture:
1:掘进机 2:自主行走式定位基站群1: Tunneling machine 2: Self-propelled positioning base station group
3:自主行走式定位基站 4:自主行走式定位基站3: Autonomous walking positioning base station 4: Autonomous walking positioning base station
5;自主行走式定位基站 6:自主行走式定位基站5; Autonomous walking positioning base station 6: Autonomous walking positioning base station
7:掘进机机身定位匣 8:掘进机机身定位匣7: Tunneling machine body positioning box 8: Tunneling machine body positioning box
9:掘进机机身定位匣 10:可编程计算机控制器9: Tunneling machine fuselage positioning box 10: Programmable computer controller
11:陀螺寻北仪 12:倾角传感器11: Gyro north finder 12: Inclination sensor
13:倾角传感器 14:轮式行走装置13: Inclination sensor 14: Wheeled walking device
15:红外测距仪 16:步进电机15: Infrared range finder 16: Stepping motor
17:单片机 18:本安电池17: Single-chip microcomputer 18: Intrinsically safe battery
19:基站超宽带无线电模块 20:微处理器19: Base station UWB radio module 20: Microprocessor
21:铷原子钟 22:通信电路21: Rubidium atomic clock 22: Communication circuit
23:脉冲电路 24:天线23: Pulse circuit 24: Antenna
25:定位基站间的无线电传输信号25: Locating radio transmissions between base stations
26:定位基站与掘进机机身定位匣间的无线电传输信号26: Radio transmission signal between the positioning base station and the positioning box of the roadheader body
27:巷道边界 28:液压减震油缸27: Roadway boundary 28: Hydraulic damping cylinder
29:机身超宽带无线电模块 30:橡胶保护盔29: Body UWB radio module 30: Rubber protective helmet
31:掘进机电控箱31: Tunneling machine electric control box
具体实施方式Detailed ways
为更进一步阐述本实用新型为达成预定实用新型目的所采取的技术手段及功效,以下结合附图及较佳实施例,对依据本实用新型提出的掘进机自主定位定向系统及其方法的具体实施方式、结构、特征及其功效,详细说明如后。In order to further explain the technical means and effects of the utility model to achieve the intended purpose of the utility model, the specific implementation of the roadheader autonomous positioning and orientation system and its method proposed according to the utility model will be described below in conjunction with the accompanying drawings and preferred embodiments Mode, structure, feature and effect thereof are as follows in detail.
有关本实用新型的前述及其他技术内容、特点及功效,在以下配合参考图式的较佳实施例的详细说明中将可清楚呈现。通过具体实施方式的说明,当可对本实用新型为达成预定目的所采取的技术手段及功效得以更加深入且具体的了解,然而所附图式仅是提供参考与说明之用,并非用来对本实用新型加以限制。The aforementioned and other technical contents, features and effects of the present utility model will be clearly presented in the following detailed description of preferred embodiments with reference to the drawings. Through the description of the specific implementation mode, the technical means and effects of the utility model to achieve the predetermined purpose can be understood more deeply and specifically, but the attached drawings are only for reference and description, and are not used to explain the utility model. new restrictions.
本实用新型较佳实施例的掘进机自主定位定向系统及其方法,如图1所示,由自主行走式定位基站群2、掘进机机身定位匣(7、8、9)、可编程计算机控制器10、陀螺寻北仪11、倾角传感器12、倾角传感器13组成。掘进机机身定位匣(7、8、9)安装在掘进机机身,可编程计算机控制器10、陀螺寻北仪11、倾角传感器12、倾角传感器13安装在掘进机机身电控箱中。其中,自主行走式定位基站群2及掘进机机身定位匣(7、8、9)可进行双线无线通信及测距,掘进机机身定位匣(7、8、9)、陀螺寻北仪11、倾角传感器12、倾角传感器13可通过通信线缆与可编程计算机控制器10连接并双向通信。The roadheader autonomous positioning and orientation system and method thereof of the preferred embodiment of the utility model, as shown in Figure 1, consists of autonomous walking type positioning base station group 2, roadheader fuselage positioning box (7,8,9), programmable computer Controller 10, gyro north finder 11, inclination sensor 12, and inclination sensor 13 are composed. The positioning box (7, 8, 9) of the roadheader body is installed on the roadheader body, and the programmable computer controller 10, the gyro north finder 11, the inclination sensor 12, and the inclination sensor 13 are installed in the electric control box of the roadheader body . Among them, the self-propelled positioning base station group 2 and the positioning box (7, 8, 9) of the roadheader body can perform two-wire wireless communication and distance measurement, the positioning box (7, 8, 9) of the roadheader body, the gyro north-seeking The instrument 11, the inclination sensor 12 and the inclination sensor 13 can be connected with the programmable computer controller 10 through a communication cable and have two-way communication.
如图2所示,所述的自主行走式基站群2由自行走式定位基站3、4、5、6组成,基站3、4、5、6之间可以进行双向通信及双向测距。基站6放置在起始坐标巷道底板处,通过基站之间的双向测距进行定位,从而建立基准坐标系。当掘进机向前掘进时,通过基站与掘进机定位匣中的超宽带无线电模块进行无线电测距,根据定位算法,从而确定掘进机相对于基准坐标系的坐标。并且根据3个掘进机机身定位匣的坐标解算出掘进机位姿参数。As shown in FIG. 2 , the self-propelled base station group 2 is composed of self-propelled positioning base stations 3, 4, 5, and 6, and two-way communication and two-way distance measurement can be performed between the base stations 3, 4, 5, and 6. The base station 6 is placed at the floor of the roadway at the starting coordinates, and is positioned by two-way distance measurement between the base stations, thereby establishing a reference coordinate system. When the roadheader is driving forward, the base station and the ultra-wideband radio module in the positioning box of the roadheader perform radio ranging, and according to the positioning algorithm, the coordinates of the roadheader relative to the reference coordinate system are determined. And according to the coordinates of the three positioning boxes of the roadheader body, the pose parameters of the roadheader are calculated.
如图3所示,每个基站由轮式行走装置14、5个红外测距仪15、步进电机16、单片机17、本安电池18、基站超宽带无线电模块19组成,其中基站超宽带无线电模块19由微处理器20、铷原子钟21、通信电路22、脉冲电路23、天线24组成。其中,轮式行走装置14由4个小型减震轮胎组成,其中2个与2个步进电机16相连接,其余2个为从动轮。步进电机16与单片机17相连接,并且接收单片机17发出的步进信号。5个红外测距仪15与单片机17相连接并可以将测得的不同方向的距离信息传输给单片机17。超宽带无线电模块19与单片机17相连接并可进行双向通信。单片机17、步进电机16、与超宽带无线电模块19的电力支持由本安电池18提供。As shown in Figure 3, each base station consists of a wheeled walking device 14, five infrared rangefinders 15, a stepper motor 16, a single-chip microcomputer 17, an intrinsically safe battery 18, and a base station ultra-wideband radio module 19, wherein the base station ultra-wideband radio The module 19 is composed of a microprocessor 20 , a rubidium atomic clock 21 , a communication circuit 22 , a pulse circuit 23 and an antenna 24 . Wherein, the wheel type walking device 14 is made up of 4 small-sized damping tires, wherein 2 are connected with 2 stepper motors 16, and all the other 2 are driven wheels. The stepping motor 16 is connected with the single-chip microcomputer 17, and receives the stepping signal that the single-chip microcomputer 17 sends. Five infrared range finders 15 are connected with the single-chip microcomputer 17 and can transmit the distance information measured in different directions to the single-chip microcomputer 17. The ultra wideband radio module 19 is connected with the single chip microcomputer 17 and can carry out two-way communication. The power support of the single-chip microcomputer 17 , the stepping motor 16 , and the ultra-wideband radio module 19 is provided by an intrinsically safe battery 18 .
在超宽带无线电模块中19中,铷原子钟21、通信电路22、脉冲电路23分别与微处理器20连接并可进行双向通信。通信电路22、脉冲电路23分别与天线24进行连接并可进行双向通信。其中,通信电路22可实现无线电模块之间的无线通信,脉冲电路23可发射并接收频率在3.4-10.6Ghz量级的超宽带无线电信号。In the ultra-wideband radio module 19, the rubidium atomic clock 21, the communication circuit 22, and the pulse circuit 23 are respectively connected with the microprocessor 20 and can perform two-way communication. The communication circuit 22 and the pulse circuit 23 are respectively connected to the antenna 24 and can perform two-way communication. Among them, the communication circuit 22 can realize wireless communication between radio modules, and the pulse circuit 23 can transmit and receive ultra-wideband radio signals with a frequency in the order of 3.4-10.6Ghz.
如图4、5所示,掘进机机身超宽带无线电模块29安装在掘进机1机身上,周围分布安装3个液压减震油缸28,橡胶保护盔安装在液压减震油缸上部。此机构可有效保护机身超宽带无线电模块免受来自巷道上方的垮落煤岩。As shown in Figures 4 and 5, the ultra-broadband radio module 29 of the roadheader body is installed on the body of the roadheader 1, and three hydraulic shock-absorbing cylinders 28 are installed around it, and the rubber protective helmet is installed on the upper part of the hydraulic shock-absorbing cylinder. This mechanism can effectively protect the UWB radio module of the fuselage from the collapsed coal rocks from above the roadway.
如图6(a)所示,设巷道基准坐标系为OXYZ,系统运行时,启动三个定位基站对掘进机机身三个定位匣进行依次测距。利用无线电波测量得到的距离用R表示,航向角用α表示,横滚角用β表示,俯仰角用θ表示。As shown in Figure 6(a), the reference coordinate system of the roadway is set to OXYZ. When the system is running, three positioning base stations are started to measure the distance of the three positioning boxes of the roadheader body in sequence. The distance measured by radio waves is represented by R, the heading angle is represented by α, the roll angle is represented by β, and the pitch angle is represented by θ.
如图6(b)所示,图中为定位系统几何模型的俯视图XOY,基站4(X4、Y4、Z4)、5(X5、Y5、Z5)、6(X6、Y6、Z6)到7(X7、Y7、Z7)点的距离分表表示为R47、R57、R67.同理各定位基站到9点(X9、Y9、Z9)的距离分表表示为R49、R59、R69。根据计算可得出待求参数航向角α与原始距离参数的关系为As shown in Figure 6(b), the figure shows the top view XOY of the geometric model of the positioning system, base stations 4(X 4 , Y 4 , Z 4 ), 5(X 5 , Y 5 , Z 5 ), 6(X 6 , Y 6 , Z 6 ) to point 7 (X 7 , Y 7 , Z 7 ) are expressed as R 47 , R 57 , R 67 . 9 ) The distance table is expressed as R 49 , R 59 , R 69 . According to the calculation, it can be concluded that the relationship between the desired parameter heading angle α and the original distance parameter is
当α值为正时,掘进机偏向方向向左。When the value of α is positive, the heading machine is biased to the left.
当α值为负时,掘进机偏向方向向右。When the value of α is negative, the heading machine is biased to the right.
由于机身定位匣在掘进机上位置已知且与掘进机刚性连接,所以定位匣的坐标即为掘进机坐标,以定位匣7为例:Since the position of the fuselage positioning box on the roadheader is known and is rigidly connected with the roadheader, the coordinates of the positioning box are the coordinates of the roadheader. Take the positioning box 7 as an example:
如图6(c)所示,图中为定位系统几何模型的正视图XOZ,基站4(X4、Y4、Z4)、5(X5、Y5、Z5)、6(X6、Y6、Z6)到7(X7、Y7、Z7)点的距离分表表示为R47、R57、R67.同理各基站到8点(X8、Y8、Z8)的距离分表表示为R48、R58、R68。根据计算可得出待求参数横滚角β与原始参数的关系为As shown in Figure 6(c), the figure is the front view XOZ of the geometric model of the positioning system, base stations 4(X 4 , Y 4 , Z 4 ), 5(X 5 , Y 5 , Z 5 ), 6(X 6 , Y 6 , Z 6 ) to point 7 (X 7 , Y 7 , Z 7 ) in the sub-table expressed as R 47 , R 57 , R 67 . Similarly, each base station to point 8 (X 8 , Y 8 , Z 8 ) The distance table is expressed as R 48 , R 58 , R 68 . According to the calculation, it can be concluded that the relationship between the roll angle β and the original parameters is as follows:
当β值为正时,滚向向左。When the beta value is positive, scroll to the left.
当β值为负时,滚向向右。When the beta value is negative, scroll to the right.
如图6(d)所示,图中为定位系统几何模型的侧视图YOZ,基站4(X4、Y4、Z4)、5(X5、Y5、Z5)、6(X6、Y6、Z6)到7(X7、Y7、Z7)点的距离分表表示为R47、R57、R67.同理各基站到9点(X9、Y9、Z9)的距离分表表示为R49、R59、R69。根据计算可得出待求参数俯仰角θ与原始参数的关系为As shown in Figure 6(d), the figure is the side view YOZ of the positioning system geometric model, base stations 4(X 4 , Y 4 , Z 4 ), 5(X 5 , Y 5 , Z 5 ), 6(X 6 , Y 6 , Z 6 ) to point 7 (X 7 , Y 7 , Z 7 ) in the sub-table as R 47 , R 57 , R 67 . Similarly, each base station to point 9 (X 9 , Y 9 , Z 9 ) The distance table is expressed as R 49 , R 59 , R 69 . According to the calculation, it can be concluded that the relationship between the pitch angle θ and the original parameters is
当θ值为正时,俯向向前。When the θ value is positive, the pitch is forward.
当θ值为负时,俯向向后。When the θ value is negative, the pitch is backwards.
掘进机自主定位定向系统及方法的实施步骤为:The implementation steps of the roadheader autonomous positioning and orientation system and method are as follows:
(1)将自主行走式定位基站群2放置在巷道起始坐标处,巷道起始坐标及巷道掘进路线由地测人员给出,并输入至掘进机电控箱31中的可编程计算机控制器10中,启动掘进机自主定位定向程序。(1) The self-propelled positioning base station group 2 is placed at the starting coordinates of the roadway, the starting coordinates of the roadway and the roadway excavation route are given by the surveyors, and input to the programmable computer controller in the electric control box 31 of the roadheading machine In step 10, the self-positioning and orientation program of the roadheader is started.
(2)可编程计算机控制器10通过掘进机机身定位匣7中的超宽带无线电模块向自主行走式定位基站群2发送激活指令使得基站群启动。(2) The programmable computer controller 10 sends an activation command to the self-propelled positioning base station group 2 through the ultra-wideband radio module in the positioning box 7 of the boring machine body to start the base station group.
(3)为了避免各模块之间的信号冲突,单次测距步骤内,只有两个超宽带无线电模块处于工作状态,其余模块处于休眠状态。(3) In order to avoid signal conflicts among the modules, in a single ranging step, only two UWB radio modules are in the working state, and the other modules are in the dormant state.
(4)首先激活自主行走式定位基站3及机身超宽带定位匣7。由基站3的单片机17(3)向基站超宽带无线电模块19(3)发送脉冲测距指令,经过微处理器20(3)处理,向脉冲电路23(3)发送发射指令,与此同时,向铷原子钟21(3)发射计时指令。脉冲电路通过天线24(3)向周围空间发送无差别超宽带无线电波。(4) First activate the self-propelled positioning base station 3 and the ultra-wideband positioning box 7 of the fuselage. The single-chip microcomputer 17 (3) of the base station 3 sends a pulse ranging instruction to the ultra-wideband radio module 19 (3) of the base station, and after processing by the microprocessor 20 (3), sends a transmission instruction to the pulse circuit 23 (3), and at the same time, Send a timing instruction to the rubidium atomic clock 21(3). The pulse circuit transmits indiscriminate ultra-wideband radio waves to the surrounding space through the antenna 24(3).
(5)当定位匣7中的机身超宽带无线电模块29(7)中的天线24(7)接收到来自自主行走式定位基站3中的天线24(3)发出的超宽带脉冲信号时,定位匣7中的铷原子钟21(7)立刻开始计时,经过微处理器20(7)处理后,通过脉冲电路23(7)及天线24(7),定位匣7中的机身超宽带无线电模块29(7)再次向周围发送一次无差别超宽带无线电波,此电波中附带定位匣7从接收脉冲到再次发射脉冲中的时间包,该时间包由定位匣7中的铷原子钟21(7)提供。(5) When the antenna 24 (7) in the fuselage ultra-wideband radio module 29 (7) in the positioning box 7 receives the ultra-wideband pulse signal sent from the antenna 24 (3) in the self-propelled positioning base station 3, The rubidium atomic clock 21 (7) in the positioning box 7 starts counting immediately, and after being processed by the microprocessor 20 (7), through the pulse circuit 23 (7) and the antenna 24 (7), the body ultra-wideband radio in the positioning box 7 Module 29 (7) sends an indiscriminate ultra-broadband radio wave to the surroundings once again, and the time packet from receiving the pulse to the re-emitting pulse of the positioning box 7 is attached in this wave, and the time packet is determined by the rubidium atomic clock 21 (7 in the positioning box 7 )supply.
(6)当定位基站3接收到来自定位匣7返回发射的超宽带无线脉冲时,由铷原子钟21(3)(6) When the positioning base station 3 receives the ultra-wideband wireless pulse from the positioning box 7 to return to launch, the rubidium atomic clock 21 (3)
记录下接收时刻,根据公式其中,R是两模块之间直线距离,t3是接收时刻,t1是发射时刻,t2是时间包,c是电磁波传播速度。微处理器经过解算可得R37。将得到的距离信息R通过通信电路22和天线24发射至可编程计算机控制器10。Record the receiving time, according to the formula Among them, R is the linear distance between the two modules, t3 is the receiving time, t1 is the transmitting time, t2 is the time packet, and c is the electromagnetic wave propagation speed. The microprocessor can obtain R 37 after calculation. The obtained distance information R is transmitted to the programmable computer controller 10 through the communication circuit 22 and the antenna 24 .
(7)同理,自主行走式定位基站群2依次对掘进机机身定位匣7、8、9进行两两测距,并且将处理得到的距离信息R依次发送至可编程计算机控制器10。(7) Similarly, the self-propelled positioning base station group 2 performs two-by-two distance measurement on the positioning boxes 7, 8, and 9 of the roadheader body in sequence, and sends the processed distance information R to the programmable computer controller 10 in sequence.
(8)可编程计算机控制器10经过解算可得到掘进机机身坐标及机身航向角α、横滚角β、俯仰角θ。(8) The programmable computer controller 10 can obtain the body coordinates of the roadheader and the body heading angle α, roll angle β, and pitch angle θ after calculation.
(9)当掘进机掘进距离超过系统最大检测范围时,在掘进机停机支护的情况下,启动自主行走式定位基站群坐标平移程序。(9) When the excavation distance of the roadheader exceeds the maximum detection range of the system, when the roadheader is stopped for support, start the coordinate translation program of the self-propelled positioning base station group.
(10)如图7(a)所示,首先可编程计算机控制器10根据各基站位置规划各基站行进距离,分别发送至各基站单片机17中。然后,基站4、5、6保持静止状态,基站3按照规划好的行进距离,通过步进电机16控制轮式行走装置14向前移动。行进过程中,5路红外测距探测仪15保持运转状态,当前方遇到垮落煤岩等障碍物时,将测得的距离信息反馈给单片机17,由单片机17控制左右两个步进电机16进行避障行走。当行进结束后,基站3分别与基站4、5、6进行测距,通过可编程计算机控制器将测得的基站3与其他基站间新的距离关系结算成坐标,更新到可编程计算机控制器10数据库中。(10) As shown in FIG. 7( a ), first, the programmable computer controller 10 plans the traveling distance of each base station according to the position of each base station, and sends them to the single-chip microcomputer 17 of each base station respectively. Then, the base stations 4, 5 and 6 remain in a static state, and the base station 3 controls the wheeled traveling device 14 to move forward through the stepping motor 16 according to the planned traveling distance. During the advancing process, the 5-way infrared distance measuring detector 15 keeps running, and when obstacles such as collapsing coal rocks are encountered in the front, the measured distance information is fed back to the single-chip microcomputer 17, and the left and right two stepping motors are controlled by the single-chip microcomputer 17 16 for obstacle avoidance walking. After the march is over, the base station 3 performs distance measurement with the base stations 4, 5, and 6 respectively, and the measured new distance relationship between the base station 3 and other base stations is settled into coordinates through the programmable computer controller, and is updated to the programmable computer controller 10 in the database.
(11)同理,如图7(b)(c)(d)所示,自主行走式定位基站4、5、6依次按照规划路径向前移动,并且更新坐标到可编程计算机控制器10的数据库中。完成基准坐标系的平移变换。(11) Similarly, as shown in Figure 7 (b) (c) (d), the autonomous walking positioning base stations 4, 5, and 6 move forward sequentially according to the planned path, and update the coordinates to the programmable computer controller 10 in the database. Complete the translation transformation of the reference coordinate system.
上述如此结构构成的本实用新型掘进机自主定位定向系统及方法的技术创新,对于现今同行业的技术人员来说均具有许多可取之处,而确实具有技术进步性。The technical innovation of the self-positioning and orientation system and method of the utility model roadheader with the above-mentioned such structure has many advantages for the technicians in the same industry, and it is indeed technologically progressive.
如上所述是本实用新型的基本构思。但是,在本实用新型的技术领域内,只要具备最基本的知识,可以对本实用新型的其他可操作的实施例进行改进。在本实用新型中对实质性技术方案提出了专利保护请求,其保护范围应包括具有上述技术特点的一切变化方式。As mentioned above is the basic idea of the present utility model. However, within the technical field of the utility model, as long as the most basic knowledge is possessed, other operable embodiments of the utility model can be improved. In the utility model, a patent protection request is proposed for the substantive technical solution, and its protection scope should include all variations with the above-mentioned technical characteristics.
以上所述,仅是本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,虽然本实用新型已以较佳实施例揭露如上,然而并非用以限定本实用新型,任何熟悉本专业的技术人员,在不脱离本实用新型技术方案范围内,当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案的内容,依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本实用新型技术方案的范围内。The above are only preferred embodiments of the present utility model, and do not limit the utility model in any form. Although the utility model has been disclosed as above with preferred embodiments, it is not intended to limit the utility model. Any Those who are familiar with this profession, without departing from the scope of the technical solution of the present utility model, can use the technical content disclosed above to make some changes or modify equivalent embodiments with equivalent changes, but all without departing from the technical solution of the utility model Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the utility model still belong to the scope of the technical solution of the utility model.
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