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CN103175510A - Smart laser profiler automatic in leveling and direction adjustment - Google Patents

Smart laser profiler automatic in leveling and direction adjustment Download PDF

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Publication number
CN103175510A
CN103175510A CN2013100801274A CN201310080127A CN103175510A CN 103175510 A CN103175510 A CN 103175510A CN 2013100801274 A CN2013100801274 A CN 2013100801274A CN 201310080127 A CN201310080127 A CN 201310080127A CN 103175510 A CN103175510 A CN 103175510A
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deceleration
tunnel
laser
leveling
stepper motor
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CN103175510B (en
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赵斌
汪琛
曹智颖
陈海平
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Huazhong University of Science and Technology
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Abstract

本发明属于几何尺寸测量技术领域,具体涉及一种自动调平调向智能激光断面仪,包括电动旋转台,无线通信模块,第一、第二减速步进电机,带轴承的轴承座,三维电子罗盘,以及激光测距传感器。本发明借助三维电子罗盘的方位指示进行自动调平调向,很好的解决了现有技术中存在的问题。本激光断面仪既能随隧道施工实时测量隧道断面面型,判断是否有超欠挖,又能在隧道施工完毕后进行隧道面型长期监测,具有精度高,操作简单方便,仪器便于拆装后重复使用,在隧道监测时能很好的针对地质变动造成的基座错位和扭转进行自我调平调向校正,并实现远程控制。

Figure 201310080127

The invention belongs to the technical field of geometric dimension measurement, and specifically relates to an automatic leveling and adjusting intelligent laser profiler, which includes an electric rotary table, a wireless communication module, first and second deceleration stepping motors, a bearing seat with bearings, a three-dimensional electronic compass, and a laser ranging sensor. The invention performs automatic leveling and direction adjustment by means of the azimuth indication of the three-dimensional electronic compass, and well solves the problems existing in the prior art. The laser profiler can not only measure the tunnel section profile in real time with the tunnel construction, judge whether there is over-excavation, but also carry out long-term monitoring of the tunnel profile after the tunnel construction is completed. It has high precision, simple and convenient operation, and the instrument is easy to disassemble. Repeated use can be used to perform self-leveling and alignment correction for the base dislocation and torsion caused by geological changes during tunnel monitoring, and realize remote control.

Figure 201310080127

Description

一种自动调平调向智能激光断面仪An intelligent laser profiler with automatic leveling and direction adjustment

技术领域technical field

本发明属于几何尺寸测量技术领域,具体涉及一种高精度自动调平调向智能激光断面仪,尤其适用于隧道,桥梁等拱形横断面的面型检测与监测及安全预警。The invention belongs to the technical field of geometric dimension measurement, and specifically relates to a high-precision automatic leveling and adjusting intelligent laser profiler, which is especially suitable for surface shape detection, monitoring and safety warning of arched cross-sections such as tunnels and bridges.

背景技术Background technique

随着高铁、城市地下交通以及桥梁建设的快速发展,隧道施工时,欠挖和过挖均会影响隧道管片的安装,若管片安装好后重新修补隧道面,会带来额外的人力成本和工程造价成本。安装好的隧道管片随着使用时间的变长会因为应力作用、地质变动等出现松动、严重时会脱落下掉,影响隧道内行车安全。基于此,隧道施工过程中的隧道横断面型检测和隧道挖掘完成后的隧道面型监测变得非常迫切且意义深远。With the rapid development of high-speed rail, urban underground transportation, and bridge construction, during tunnel construction, under-excavation and over-excavation will affect the installation of tunnel segments. If the segments are installed and the tunnel surface is repaired again, additional labor costs will be incurred and project cost. The installed tunnel segments will loosen due to stress, geological changes, etc. over time, and will fall off in severe cases, affecting the safety of driving in the tunnel. Based on this, the tunnel cross-sectional type detection during tunnel construction and the tunnel surface type monitoring after tunnel excavation have become very urgent and far-reaching.

1986年瑞士安伯格公司率先推出激光断面仪,该断面仪最高精度±5mm,国内于1987年由铁道部专业设计研究院研制出国产激光断面仪,该款断面仪精度较低,只有2.5‰,2001年北京工业大学研制出一种结合激光测距技术和数字测角技术的巷道断面检测仪,2002年中铁隧道集团强力机械有限公司推出一款利用伺服电机驱动,利用气泡法调水平的简易型激光断面仪,2010年,同济大学提出一种由九个激光测距仪组成的扇形组合车载断面仪,理论误差±2.733mm。In 1986, the Swiss Amberg Company took the lead in launching the laser profiler. The highest precision of the profiler was ±5mm. In 1987, the domestic laser profiler was developed by the Professional Design and Research Institute of the Ministry of Railways. The accuracy of this profiler is low, only 2.5‰ In 2001, Beijing University of Technology developed a roadway section detector that combined laser ranging technology and digital angle measurement technology. In 2002, China Railway Tunnel Group Qiangli Machinery Co., Ltd. launched a simple machine driven by a servo motor and adjusted by the bubble method. In 2010, Tongji University proposed a fan-shaped combination vehicle-mounted profiler composed of nine laser rangefinders, with a theoretical error of ±2.733mm.

发明内容Contents of the invention

本发明的目的在于提供一种高精度自动调平调向智能激光断面仪,该激光断面仪很好的解决了以往激光断面仪靠人工微调而不能智能调平测量姿态的问题,能进行隧道断面面型检测又能长期监测,且能实现远程控制。The purpose of the present invention is to provide a high-precision automatic leveling and adjusting intelligent laser profiler. This laser profiler solves the problem that the previous laser profiler cannot be intelligently leveled and measured attitude due to manual fine-tuning, and can conduct tunnel section The surface shape detection can be monitored for a long time, and can realize remote control.

本发明提供的一种自动调平调向智能激光断面仪,其特征在于,它包括电动旋转台,无线通信模块,第一减速步进电机,弹性联轴器,带轴承的轴承座,第二减速步进电机,三维电子罗盘,以及激光测距传感器;The invention provides an intelligent laser profiler for automatic leveling and direction adjustment, which is characterized in that it includes an electric rotary table, a wireless communication module, a first deceleration stepping motor, an elastic coupling, a bearing seat with bearings, a second Deceleration stepper motor, three-dimensional electronic compass, and laser ranging sensor;

电动旋转台和无线通信模块固定在第一连接底板上;第一减速步进电机和带轴承的轴承座均固定在第二连接板上,第二连接板固定在电动旋转台上;第二减速步进电机固定于第一托板上,第一托板通过轴承座与第一减速步进电机连接在一起,三维电子罗盘和激光测距传感器均布置在第二托板上;The electric rotary table and the wireless communication module are fixed on the first connection base plate; the first deceleration stepping motor and the bearing housing with bearings are all fixed on the second connection plate, and the second connection plate is fixed on the electric rotary table; the second deceleration The stepping motor is fixed on the first pallet, the first pallet is connected with the first deceleration stepping motor through the bearing seat, and the three-dimensional electronic compass and the laser ranging sensor are arranged on the second pallet;

第二托板与第二减速步进电机的轴端连接在一起,第一减速步进电机、第二减速步进电机和激光测距传感器均与无线通讯模块通过串口数据线连接,无线通信模块用于控制指令和测量数据的无线接收与发送。The second supporting plate is connected with the shaft end of the second deceleration stepping motor, the first deceleration stepping motor, the second deceleration stepping motor and the laser distance measuring sensor are all connected with the wireless communication module through the serial port data line, and the wireless communication module It is used for wireless reception and transmission of control instructions and measurement data.

基于现有技术存在的问题,本发明提供的激光断面仪的智能体现在系统安装时底座不需精确调水平,系统能够针对自身姿态进行自动调水平,且控制指令和测量数据均采用无线通信方式进行传输。自动调平调向是指断面仪能定时根据隧道设计轴向方向和隧道轨道面坡度进行自我方位调整,当断面仪安装在隧道壁进行隧道断面长期监测时,由于地质变动造成支座扭转变形,断面仪会根据断面仪水平方位角和坡度角的变动值结合隧道设计走向进行自我姿态校正,保证激光测距传感器扫描断面与隧道走向设计轴线垂直,从而很好的保证断面仪的长期测量精度。本发明中仪器控制和数据传输均采用无线传输方式,以实现远程控制。Based on the problems existing in the prior art, the intelligence of the laser profiler provided by the present invention is reflected in the fact that the base does not need to be precisely leveled when the system is installed, and the system can automatically adjust the level according to its own posture, and the control instructions and measurement data all adopt wireless communication. to transfer. Automatic leveling and direction adjustment means that the profiler can regularly adjust its orientation according to the axial direction of the tunnel design and the slope of the tunnel track surface. When the profiler is installed on the tunnel wall for long-term monitoring of the tunnel section, the support will be twisted and deformed due to geological changes. The profiler will perform self-attitude correction according to the changes in the horizontal azimuth and slope angle of the profiler combined with the design direction of the tunnel to ensure that the scanning section of the laser ranging sensor is perpendicular to the design axis of the tunnel direction, thereby ensuring the long-term measurement accuracy of the profiler. In the present invention, both instrument control and data transmission adopt wireless transmission mode to realize remote control.

附图说明Description of drawings

图1是本发明中高精度自动调平调向智能激光断面仪的装配图;Fig. 1 is the assembly diagram of the high-precision automatic leveling and adjusting intelligent laser profiler in the present invention;

图2是本发明中高精度自动调平调向激光断面仪进行隧道面面型检测的示意图;Fig. 2 is a schematic diagram of a high-precision automatic leveling and adjusting laser profiler for tunnel surface detection in the present invention;

图3是本发明中高精度自动调平调向激光断面仪进行隧道面面型监测的示意图;Fig. 3 is a schematic diagram of the tunnel surface profile monitoring performed by the high-precision automatic leveling and adjusting laser profiler in the present invention;

图4为托板(包括第一托板和第二托板)外观示意图;Fig. 4 is a schematic view of the appearance of the pallet (including the first pallet and the second pallet);

图中,1是第一连接底板,2是电动旋转台,3是无线通信模块,4是第二连接板,5是第一减速步进电机,6是弹性联轴器,7是带轴承的轴承座,8是第一托板,9是第二减速步进电机,10是第二托板,11是三维电子罗盘,12是激光测距传感器,13是固定支撑架,14是隧道壁,15是光学三脚架。In the figure, 1 is the first connection base plate, 2 is the electric rotary table, 3 is the wireless communication module, 4 is the second connection plate, 5 is the first deceleration stepping motor, 6 is the elastic coupling, 7 is the bearing Bearing seat, 8 is the first pallet, 9 is the second deceleration stepper motor, 10 is the second pallet, 11 is the three-dimensional electronic compass, 12 is the laser ranging sensor, 13 is the fixed support frame, 14 is the tunnel wall, 15 is an optical tripod.

具体实施方式Detailed ways

下面结合附图对本发明的具体实施方式作进一步说明。在此需要说明的是,对于这些实施方式的说明用于帮助理解本发明,但并不构成对本发明的限定。此外,下面所描述的本发明各个实施方式中所涉及到的技术特征只要彼此之间未构成冲突就可以相互组合。The specific embodiments of the present invention will be further described below in conjunction with the accompanying drawings. It should be noted here that the descriptions of these embodiments are used to help understand the present invention, but are not intended to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not constitute a conflict with each other.

如图1、2和图3所示,本发明提供的一种高精度自动调平调向智能激光断面仪,包括电动旋转台2,无线通信模块3,第一减速步进电机5,弹性联轴器6,带轴承的轴承座7,第二减速步进电机9,三维电子罗盘11,激光测距传感器12。As shown in Figures 1, 2 and 3, a high-precision automatic leveling and adjusting intelligent laser profiler provided by the present invention includes an electric rotary table 2, a wireless communication module 3, a first deceleration stepping motor 5, an elastic coupling Shaft device 6, bearing housing 7 with bearing, second deceleration stepper motor 9, three-dimensional electronic compass 11, laser ranging sensor 12.

电动旋转台2和无线通信模块3固定在第一连接底板1上。第一减速步进电机5,带轴承的轴承座7均固定在第二连接板4上,第二连接板4固定在电动旋转台2上。第二减速步进电机9固定于第一托板8上,第一托板8通过轴承座7与第一减速步进电机5连接在一起,三维电子罗盘11和激光测距传感器12均布置在第二托板10上。The electric rotary table 2 and the wireless communication module 3 are fixed on the first connection base plate 1 . The first deceleration stepping motor 5 and the bearing housing 7 with bearings are all fixed on the second connecting plate 4 , and the second connecting plate 4 is fixed on the electric rotary table 2 . The second deceleration stepper motor 9 is fixed on the first pallet 8, the first pallet 8 is connected with the first deceleration stepper motor 5 through the bearing seat 7, and the three-dimensional electronic compass 11 and the laser ranging sensor 12 are all arranged on the on the second pallet 10.

第二托板10与第二减速步进电机9的轴端通过螺钉拧紧而连接在一起。第一减速步进电机5、第二减速步进电机9和激光测距传感器12均通过串口数据线16与无线通讯模块3连接,无线通信模块3负责控制指令和测量数据的无线接收与发送。The second supporting plate 10 and the shaft end of the second deceleration stepping motor 9 are connected together by screwing. The first deceleration stepper motor 5, the second deceleration stepper motor 9 and the laser ranging sensor 12 are all connected to the wireless communication module 3 through the serial port data line 16, and the wireless communication module 3 is responsible for the wireless reception and transmission of control instructions and measurement data.

为提高断面仪的测量精度,电动旋转台2应尽量使用高精密电动旋转台。In order to improve the measurement accuracy of the profiler, the electric rotary table 2 should use a high-precision electric rotary table as much as possible.

为了进一步提高本发明提供的断面仪的测量精度,应满足以下定位要求:第二减速步进电机9的输出轴轴心线与第一减速步进电机5输出轴轴心线要相互垂直。激光测距传感器12的扫描平面要和第二步进电机9保证垂直,当二者不垂直时,扫描的隧道截面将会是椭圆形,从而造成较大的测量误差。为保证仪器安装支架具有良好通用性,断面仪通过第一连接底板1与支座连接,底板设计的安装孔使得安装支座可以是常用的光学三脚架15,也可以是固定在隧道壁的普通固定支撑架13。In order to further improve the measurement accuracy of the profiler provided by the present invention, the following positioning requirements should be met: the axis of the output shaft of the second deceleration stepper motor 9 and the axis of the output shaft of the first deceleration stepper motor 5 should be perpendicular to each other. The scanning plane of the laser ranging sensor 12 must be perpendicular to the second stepper motor 9. When the two are not perpendicular, the scanned tunnel section will be elliptical, resulting in a large measurement error. In order to ensure that the instrument mounting bracket has good versatility, the profiler is connected to the support through the first connecting base plate 1. The mounting holes designed on the base plate allow the mounting support to be a commonly used optical tripod 15, or a common fixture fixed on the tunnel wall. Support frame 13.

为了更进一步提高本发明提供的断面仪的测量精度,还应满足以下定位要求:三维电子罗盘11和激光测距传感器12的布置要使得二者的重心落在第二减速步进电机9的输出轴轴心线上,提高第二减速步进电机9的旋转均匀性。In order to further improve the measurement accuracy of the profiler provided by the present invention, the following positioning requirements should also be met: the arrangement of the three-dimensional electronic compass 11 and the laser ranging sensor 12 will make the center of gravity of the two fall on the output of the second deceleration stepping motor 9 On the central line of the shaft, the rotation uniformity of the second deceleration stepping motor 9 is improved.

本发明提供的断面仪的工作过程为:The working process of the profiler provided by the invention is:

第一步姿态调正:The first step of posture adjustment:

仪器安装完毕后,无线通信模块3接收指令后读取三维电子罗盘11的航向角α和坡度角β和横滚角γ,首先由α的值发送脉冲信号驱动电动旋转台2将第二减速步进电机9的轴线与隧道设计施工轴线调至同轴,然后由β的值发送脉冲信号驱动第一减速步进电机5将第二减速步进电机9的轴线调至与隧道实际坡面平行。至此,通过前述调节保证了激光测距传感器扫面截面与隧道轴线垂直,测量仪的姿态调节完毕。After the instrument is installed, the wireless communication module 3 reads the heading angle α, the slope angle β and the roll angle γ of the three-dimensional electronic compass 11 after receiving the instruction, and first sends a pulse signal based on the value of α to drive the electric rotary table 2 to reduce the second deceleration step. The axis of the motor 9 is adjusted to be coaxial with the tunnel design and construction axis, and then the value of β sends a pulse signal to drive the first deceleration stepper motor 5 to adjust the axis of the second deceleration stepper motor 9 to be parallel to the actual slope of the tunnel. So far, the aforementioned adjustments have ensured that the scanning section of the laser ranging sensor is perpendicular to the axis of the tunnel, and the attitude of the measuring instrument has been adjusted.

第二步周向扫描测量:The second step of circumferential scanning measurement:

发送脉冲信号驱动减速步进电机2周向旋转,使γ角每次转过一定角度,实现隧道断面的周向扫描测量。激光测距传感器12的测量数据通过串口数据线传输至无线通信模块3,无线通信模块3再将测量数据发送出去。The pulse signal is sent to drive the deceleration stepping motor 2 to rotate in the circumferential direction, so that the γ angle rotates through a certain angle each time, and the circumferential scanning measurement of the tunnel section is realized. The measurement data of the laser ranging sensor 12 is transmitted to the wireless communication module 3 through the serial port data line, and the wireless communication module 3 sends the measurement data out.

当进行隧道横断面超欠挖测量时,整个测量系统安装在光学三脚架15上,光学三角架放置在隧道中线轨道面上,如附图2所示,激光断面仪置于光学三脚架15上,光学三脚架位于隧道中线上,随隧道施工依次向前推进,从而实现随隧道施工实时测量。测量系统的自我调平调向功能可保证光学三脚架不需精确调平,测量完一个断面后移动光学三脚架至下一个断面即可继续测量,极大的节省了测量时间,提高了工作效率,减少了测量对隧道施工的影响。When performing tunnel cross-section over- and under-excavation measurements, the entire measurement system is installed on the optical tripod 15, and the optical tripod is placed on the track surface of the tunnel centerline. As shown in Figure 2, the laser profiler is placed on the optical tripod 15, and the optical tripod The tripod is located on the center line of the tunnel and advances sequentially with the tunnel construction, so as to realize real-time measurement with the tunnel construction. The self-leveling and direction adjustment function of the measurement system can ensure that the optical tripod does not need to be precisely leveled. After measuring a section, the optical tripod can be moved to the next section to continue the measurement, which greatly saves measurement time and improves work efficiency. To measure the impact on tunnel construction.

当进行隧道横断面面型长期监测时,其目的主要是监测隧道形变,预防隧道管片由于地质变动造成脱落,掉到轨道上影响行车安全。进行长期监测时,测量系统固定在隧道壁的固定支撑架13上面,以对隧道断面进行长期监测,测量数据通过无线传输方式传输至控制室。如附图3所示,激光断面仪至于固定支撑架13上,固定支架通过螺钉安装在隧道壁上,隧道壁发生变动造成固定支架形变时,本发明中的激光断面仪会自我调平调整,从而保证长期测量精度。进行隧道断面面型监测的主要误差影响因素是地质变动造成固定于隧道壁的支座扭转变形,而本发明中的测量系统能针对支座扭转进行自我调平调向,极大的保证了长期测量精度。传统监测方法是定时派遣工人进入隧道内进行测量,而本发明的隧道断面长期监测功能省掉了长时间的人力投入,测量系统定时通过无线传输方式将断面面型信息发送至洞外操作室即可完成监测任务。When conducting long-term monitoring of the tunnel cross-section profile, the main purpose is to monitor tunnel deformation and prevent tunnel segments from falling off due to geological changes and falling onto the track to affect driving safety. For long-term monitoring, the measurement system is fixed on the fixed support frame 13 of the tunnel wall to monitor the tunnel section for a long time, and the measurement data is transmitted to the control room through wireless transmission. As shown in Figure 3, the laser profiler is placed on the fixed support frame 13, and the fixed bracket is installed on the tunnel wall through screws. When the tunnel wall changes and the fixed bracket is deformed, the laser profiler in the present invention will be self-leveling and adjusted. This ensures long-term measurement accuracy. The main error-influencing factor in monitoring the tunnel profile is the torsional deformation of the support fixed to the tunnel wall caused by geological changes, and the measurement system in the present invention can perform self-leveling and direction adjustment according to the torsion of the support, which greatly guarantees long-term stability. measurement accuracy. The traditional monitoring method is to regularly send workers into the tunnel for measurement, but the long-term monitoring function of the tunnel section of the present invention saves a long time of manpower investment, and the measurement system regularly sends the section information to the operating room outside the tunnel through wireless transmission. Monitoring tasks can be completed.

总之,本发明借助三维电子罗盘的方位指示进行自动调平调向,既能随隧道施工实时测量隧道断面面型,判断是否有超欠挖,又能在隧道施工完毕后进行隧道面型长期监测,很好的解决了以往激光断面仪靠人工微调而不能随时自动调平测量姿态,仅用于隧道断面检测而不能长期监测的问题。具有精度高,操作简单方便,安装时能一键自动调平调向,仪器便于拆装后重复使用,在隧道监测时能很好的针对地质变动造成的基座错位和扭转进行自我调平调向校正,从而保证长期测量精度,控制指令和测量数据通过无线通信模块进行传输,实现远程控制。In a word, the present invention uses the azimuth indication of the three-dimensional electronic compass to automatically level and adjust the direction. It can not only measure the tunnel section profile in real time during the tunnel construction, judge whether there is over-excavation, but also perform long-term monitoring of the tunnel profile after the tunnel construction is completed. , which solves the problem that the previous laser profiler cannot be automatically leveled and measured at any time by manual fine-tuning, and it is only used for tunnel section detection and cannot be monitored for a long time. It has high precision, simple and convenient operation, and can be automatically leveled and adjusted with one button during installation. The instrument is easy to be disassembled and reused. During tunnel monitoring, it can perform self-leveling and adjustment for base dislocation and torsion caused by geological changes. Direction correction, so as to ensure long-term measurement accuracy, control instructions and measurement data are transmitted through the wireless communication module to achieve remote control.

本领域的技术人员容易理解,以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。It is easy for those skilled in the art to understand that the above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention, All should be included within the protection scope of the present invention.

Claims (6)

1.一种自动调平调向智能激光断面仪,其特征在于,它包括电动旋转台(2),无线通信模块(3),第一减速步进电机(5),弹性联轴器(6),带轴承的轴承座(7),第二减速步进电机(9),三维电子罗盘(11),以及激光测距传感器(12);1. A self-leveling and direction-adjusting intelligent laser profiler is characterized in that it includes an electric rotary table (2), a wireless communication module (3), a first deceleration stepping motor (5), and an elastic coupling (6 ), a bearing housing (7) with bearings, a second deceleration stepper motor (9), a three-dimensional electronic compass (11), and a laser ranging sensor (12); 电动旋转台(2)和无线通信模块(3)固定在第一连接底板(1)上;第一减速步进电机(5)和带轴承的轴承座(7)均固定在第二连接板(4)上,第二连接板(4)固定在电动旋转台(2)上;第二减速步进电机(9)固定于第一托板(8)上,第一托板(8)通过轴承座(7)与第一减速步进电机(5)连接在一起,三维电子罗盘(11)和激光测距传感器(12)均布置在第二托板(10)上;The electric rotary table (2) and the wireless communication module (3) are fixed on the first connection base plate (1); the first deceleration stepper motor (5) and the bearing seat (7) with bearings are all fixed on the second connection plate ( 4), the second connecting plate (4) is fixed on the electric rotary table (2); the second deceleration stepper motor (9) is fixed on the first pallet (8), and the first pallet (8) passes through the bearing The seat (7) is connected together with the first deceleration stepping motor (5), and the three-dimensional electronic compass (11) and the laser distance measuring sensor (12) are all arranged on the second pallet (10); 第二托板(10)与第二减速步进电机(9)的轴端连接在一起,第一减速步进电机(5)、第二减速步进电机(9)和激光测距传感器(12)均与无线通讯模块(3)通过串口数据线(16)连接,无线通信模块(3)用于控制指令和测量数据的无线接收与发送。The second supporting plate (10) is connected together with the shaft end of the second deceleration stepper motor (9), the first deceleration stepper motor (5), the second deceleration stepper motor (9) and the laser distance sensor (12 ) are connected with the wireless communication module (3) through the serial port data line (16), and the wireless communication module (3) is used for wireless receiving and sending of control instructions and measurement data. 2.根据权利要求1所述的自动调平调向智能激光断面仪,其特征在于,借助三维电子罗盘的方位指示进行自动调平调向。2. The automatic leveling and orientation intelligent laser profiler according to claim 1, characterized in that the automatic leveling and orientation is performed by means of the azimuth indication of the three-dimensional electronic compass. 3.根据权利要求1所述的自动调平调向智能激光断面仪,其特征在于,第二减速步进电机(9)的输出轴轴心线与第一减速步进电机(5)输出轴轴心线要相互垂直。3. The self-leveling and direction-adjusting intelligent laser profiler according to claim 1, characterized in that the axis of the output shaft of the second deceleration stepping motor (9) is aligned with the output shaft of the first deceleration stepping motor (5). The axes should be perpendicular to each other. 4.根据权利要求1、2或3所述的自动调平调向智能激光断面仪,其特征在于,激光测距传感器(12)的扫描平面与第二步进电机(9)垂直。4. The automatic leveling and orientation intelligent laser profiler according to claim 1, 2 or 3, characterized in that the scanning plane of the laser ranging sensor (12) is perpendicular to the second stepping motor (9). 5.根据权利要求1、2或3所述的自动调平调向智能激光断面仪,其特征在于,三维电子罗盘(11)和激光测距传感器(12)的布置使得二者的重心落在第二减速步进电机(9)的输出轴轴心线上。5. The automatic leveling and orientation intelligent laser profiler according to claim 1, 2 or 3, characterized in that the arrangement of the three-dimensional electronic compass (11) and the laser distance measuring sensor (12) makes the center of gravity of the two fall on On the axis of the output shaft of the second deceleration stepper motor (9). 6.根据权利要求4所述的自动调平调向智能激光断面仪,其特征在于,三维电子罗盘(11)和激光测距传感器(12)的布置使得二者的重心落在第二减速步进电机(9)的输出轴轴心线上。6. The automatic leveling and direction intelligent laser profiler according to claim 4, characterized in that the arrangement of the three-dimensional electronic compass (11) and the laser ranging sensor (12) makes the center of gravity of the two fall on the second deceleration step On the axis of the output shaft of the motor (9).
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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104792261A (en) * 2015-04-10 2015-07-22 清华大学 Three-dimensional fine measurement system for underground caverns
CN105004270A (en) * 2015-08-05 2015-10-28 云南省公路科学技术研究院 Tunnel lining section laser detector
CN105004732A (en) * 2015-07-16 2015-10-28 武汉长盛工程检测技术开发有限公司 Tunnel crack rapid detection device and method
CN105841626A (en) * 2016-03-29 2016-08-10 华北科技学院 Underworkings deformation monitoring device and method
CN106500590A (en) * 2016-12-15 2017-03-15 宁夏共享模具有限公司 A kind of laser interferometer interferoscope adjusts platform
CN106679631A (en) * 2017-02-22 2017-05-17 中国地震局地壳应力研究所 Remote direction adjusting device of borehole inclinometer for measuring borehole crustal inclination
CN107677243A (en) * 2017-11-20 2018-02-09 北京市市政工程研究院 Laser tunnel cross-section detector
CN107702693A (en) * 2017-10-19 2018-02-16 伟志股份公司 A kind of geological section measurement apparatus and measuring method
CN110430538A (en) * 2019-07-31 2019-11-08 中铁四局集团第五工程有限公司 tunnel production command cockpit
CN111752308A (en) * 2019-03-26 2020-10-09 上海京海工程技术有限公司 Method for correcting moving scanning posture in circular shield tunnel
CN112324503A (en) * 2020-10-30 2021-02-05 郭玉红 Scribing robot suitable for tunnel excavation section
CN112585326A (en) * 2018-06-01 2021-03-30 阿基菲克斯股份公司 (独股) Method and system for automatically leveling a suspended ceiling, floating floor, pipe or cable tray
CN112710279A (en) * 2020-12-20 2021-04-27 中国科学院武汉岩土力学研究所 Geological full-section three-dimensional scanning imaging device for underground cavern
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WO2021248756A1 (en) * 2020-06-10 2021-12-16 广东海洋大学 Bridge deck height monitoring device and method based on laser ranging

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2368157A1 (en) * 2002-01-08 2003-07-08 Paul A. Rantala Device and method for underground tunnel alignment
JP2005024492A (en) * 2003-07-02 2005-01-27 Taisei Corp Measuring method of air displacement in tunnel
CN201031704Y (en) * 2007-05-31 2008-03-05 中国科学院武汉岩土力学研究所 Tunnel wireless laser stakeout device
CN201130017Y (en) * 2007-12-21 2008-10-08 范兴旺 Dynamoelectric laser tunnel section detector
CN201159643Y (en) * 2008-03-06 2008-12-03 北京光电技术研究所 Tunnel clearance detecting instrument
CN102221680A (en) * 2011-04-02 2011-10-19 中色地科矿产勘查股份有限公司 Plane measurement method and apparatus for total field magnetometer measuring rock and magnetic parameter of ore specimen

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2368157A1 (en) * 2002-01-08 2003-07-08 Paul A. Rantala Device and method for underground tunnel alignment
JP2005024492A (en) * 2003-07-02 2005-01-27 Taisei Corp Measuring method of air displacement in tunnel
CN201031704Y (en) * 2007-05-31 2008-03-05 中国科学院武汉岩土力学研究所 Tunnel wireless laser stakeout device
CN201130017Y (en) * 2007-12-21 2008-10-08 范兴旺 Dynamoelectric laser tunnel section detector
CN201159643Y (en) * 2008-03-06 2008-12-03 北京光电技术研究所 Tunnel clearance detecting instrument
CN102221680A (en) * 2011-04-02 2011-10-19 中色地科矿产勘查股份有限公司 Plane measurement method and apparatus for total field magnetometer measuring rock and magnetic parameter of ore specimen

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104792261B (en) * 2015-04-10 2018-05-29 清华大学 The fine measuring system of underground chamber three dimensions
CN104792261A (en) * 2015-04-10 2015-07-22 清华大学 Three-dimensional fine measurement system for underground caverns
CN105004732A (en) * 2015-07-16 2015-10-28 武汉长盛工程检测技术开发有限公司 Tunnel crack rapid detection device and method
CN105004270A (en) * 2015-08-05 2015-10-28 云南省公路科学技术研究院 Tunnel lining section laser detector
CN105841626A (en) * 2016-03-29 2016-08-10 华北科技学院 Underworkings deformation monitoring device and method
CN106500590A (en) * 2016-12-15 2017-03-15 宁夏共享模具有限公司 A kind of laser interferometer interferoscope adjusts platform
CN106679631A (en) * 2017-02-22 2017-05-17 中国地震局地壳应力研究所 Remote direction adjusting device of borehole inclinometer for measuring borehole crustal inclination
CN107702693B (en) * 2017-10-19 2020-06-02 伟志股份公司 Geological section measuring device and method
CN107702693A (en) * 2017-10-19 2018-02-16 伟志股份公司 A kind of geological section measurement apparatus and measuring method
CN107677243A (en) * 2017-11-20 2018-02-09 北京市市政工程研究院 Laser tunnel cross-section detector
CN107677243B (en) * 2017-11-20 2024-03-26 北京市市政工程研究院 Laser tunnel section detector
CN112585326A (en) * 2018-06-01 2021-03-30 阿基菲克斯股份公司 (独股) Method and system for automatically leveling a suspended ceiling, floating floor, pipe or cable tray
CN111752308A (en) * 2019-03-26 2020-10-09 上海京海工程技术有限公司 Method for correcting moving scanning posture in circular shield tunnel
CN111752308B (en) * 2019-03-26 2022-09-20 上海京海工程技术有限公司 Method for correcting moving scanning posture in circular shield tunnel
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CN110430538B (en) * 2019-07-31 2021-02-09 中铁四局集团第五工程有限公司 Tunnel production command cockpit
WO2021248756A1 (en) * 2020-06-10 2021-12-16 广东海洋大学 Bridge deck height monitoring device and method based on laser ranging
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