CN107829724A - The earth formation three-dimensional imaging structure device and method of drilling digital virtual core - Google Patents
The earth formation three-dimensional imaging structure device and method of drilling digital virtual core Download PDFInfo
- Publication number
- CN107829724A CN107829724A CN201710897005.2A CN201710897005A CN107829724A CN 107829724 A CN107829724 A CN 107829724A CN 201710897005 A CN201710897005 A CN 201710897005A CN 107829724 A CN107829724 A CN 107829724A
- Authority
- CN
- China
- Prior art keywords
- borehole
- imaging
- dimensional
- cable
- digital virtual
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/002—Survey of boreholes or wells by visual inspection
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geophysics (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
本发明涉及一种钻孔数字虚拟岩芯的地层结构三维成像构建设备,它的探头深度计数滑轮安装在升降线架上,电机的输出轴驱动收放线盘转动,电缆的一端接入收放线盘的电缆转节点,现场成像主机的钻孔成像轨迹测量探头信号输入端通过收放线盘的电缆转节点与电缆的一端电连接,电缆缠绕在收放线盘上由收放线盘控制收放线,电缆在深度计数滑轮上进行收放,并对记录电缆的收放线长度,深度计数滑轮的输出端连接现场成像主机的深度反馈信号输入端,现场成像主机的电机控制信号输出端连接电机的输入端,钻孔成像轨迹测量探头的信号输出端连接电缆的另一端。本发明能实时自动生成钻孔录像图、钻孔数字虚拟岩芯二维图像和钻孔三维轨迹图。
The invention relates to a three-dimensional imaging construction equipment for the formation structure of the digital virtual rock core for drilling. Its probe depth counting pulley is installed on the lifting wire frame, the output shaft of the motor drives the take-up and take-off reel to rotate, and one end of the cable is connected to the take-up and take-off The cable transfer node of the cable reel, the signal input end of the drilling imaging trajectory measurement probe of the on-site imaging host is electrically connected to one end of the cable through the cable transfer node of the take-up and pay-off reel, and the cable is wound on the take-up and pay-off reel and controlled by the take-up and pay-off reel The cable is retracted and released on the depth counting pulley, and the length of the cable is recorded. The output end of the depth counting pulley is connected to the depth feedback signal input end of the on-site imaging host, and the motor control signal output end of the on-site imaging host Connect the input end of the motor, and connect the signal output end of the borehole imaging track measurement probe to the other end of the cable. The invention can automatically generate drilling video images, drilling digital virtual rock core two-dimensional images and drilling three-dimensional track diagrams in real time.
Description
技术领域technical field
本发明涉及岩土工程勘察施工技术领域,具体涉及一种钻孔数字虚拟岩芯的地层结构三维成像构建设备及方法。The invention relates to the technical field of geotechnical engineering investigation and construction, in particular to a three-dimensional imaging construction device and method for stratum structure of a digital virtual rock core for drilling.
背景技术Background technique
建设部在“工程勘察技术进步与技术政策要点(建质函〔2003〕202号文)”中提倡加快用高新技术和先进适用技术改造传统产业,并重点推广高清晰度数字式全景钻孔成像系统在水文、地质勘察工作中的应用。The Ministry of Construction advocated accelerating the transformation of traditional industries with high-tech and advanced applicable technologies in "Engineering Survey Technology Progress and Technical Policy Points (Jian Zhi Han [2003] No. 202 Document)", and focused on promoting high-definition digital panoramic borehole imaging Application of the system in hydrological and geological survey work.
国土资源部在《国土资厅发[2005]41号文件》“关于开展地质勘查资质注册登记工作的通知”中决定在全国开展地质勘查资质注册登记工作,并具体规定了不同资质所应配备的仪器设备。根据文件精神,水文地质、工程地质、环境地质调查、液体矿产勘查和地球物理勘查等几大类的甲级资质和乙级资质必须配备钻孔电视仪,以提高地质勘查技术水平和成果资料的数字化及可视化程度。The Ministry of Land and Resources decided to carry out the registration of geological exploration qualifications nationwide in the "Notice on the Registration of Geological Exploration Qualifications" in the "Document No. [2005] No. equipment. According to the spirit of the document, grade A qualifications and grade B qualifications of hydrogeology, engineering geology, environmental geological survey, liquid mineral exploration and geophysical exploration must be equipped with drilling TV equipment to improve the technical level of geological exploration and the accuracy of results data. Degree of digitization and visualization.
传统的钻孔电视大多数是钻孔录像,不能生成数字虚拟钻孔岩芯图,也无法对钻孔地层结构进行量测,随着地质勘查要求的提高,钻孔录像越来越满足不了地质勘查的技术要求。在电子及计算机技术的发展带动下,研发了一些能生成钻孔二维岩芯图像的钻孔电视成像仪,满足了一些地质勘查的要求对一些地层结构可以量测成图。但一些钻孔勘探中,钻孔经常容易钻斜,钻孔轨迹发生变化,使得地质结构量测经常出现与实际有差异。Most of the traditional borehole TVs are borehole videos, which cannot generate digital virtual borehole core maps, nor can they measure the stratum structure of boreholes. Exploration technical requirements. Driven by the development of electronic and computer technology, some borehole TV imagers that can generate two-dimensional core images of boreholes have been developed, which meet the requirements of some geological exploration and can measure and map some stratum structures. However, in some borehole exploration, the borehole is often prone to deviate, and the trajectory of the borehole changes, which makes the geological structure measurement often appear different from the actual one.
参考文献:references:
[1]建设部在“工程勘察技术进步与技术政策要点(建质函〔2003〕202号文)”[1] Ministry of Construction in "Engineering Survey Technology Progress and Technical Policy Key Points (Jian Zhi Han [2003] No. 202 Document)"
[2]国土资源部在《国土资厅发[2005]41号文件》“关于开展地质勘查资质注册登记工作的通知”[2] The Ministry of Land and Resources published the "Notice on Carrying out the Registration of Geological Exploration Qualifications" in "Document No. [2005] No. 41 issued by the Department of Land and Resources
发明内容Contents of the invention
本发明的目的在于提供一种钻孔数字虚拟岩芯的地层结构三维成像构建设备及方法,本发明摒弃现有的视频采集卡、控制器、笔记本电脑与探头组合的系统结构模式和剖面图人工编辑模式,采用先进的图像采集与处理技术和钻孔轨迹三维测量传感技术,系统高度集成,探头全景摄像,能实时自动生成钻孔录像图、钻孔数字虚拟岩芯二维图像和钻孔三维轨迹图,图像清晰逼真,方位、倾角及深度自动准确校准,适用于所有的全方位、全倾角钻孔进行全柱面观测成像(垂直孔\水平孔\斜孔\俯、仰角孔),并可对勘查区域内所有钻孔一起进行三维区域地层结构成像。The object of the present invention is to provide a kind of stratum structure three-dimensional imaging construction equipment and method of digital virtual rock core of borehole, the present invention abandons the existing video acquisition card, controller, notebook computer and probe combination system structure model and section manual Editing mode, adopting advanced image acquisition and processing technology and three-dimensional measurement and sensing technology of drilling trajectory, the system is highly integrated, and the probe panoramic camera can automatically generate drilling video images, digital virtual core 2D images and drilling images in real time. Three-dimensional trajectory map, the image is clear and realistic, and the azimuth, inclination and depth are automatically and accurately calibrated. It is suitable for all omnidirectional and full-inclination drilling holes for full-cylindrical observation and imaging (vertical holes\horizontal holes\inclined holes\depression and elevation holes). And all boreholes in the exploration area can be used for three-dimensional regional formation structure imaging.
为解决上述技术问题,本发明公开的一种钻孔数字虚拟岩芯的地层结构三维成像构建设备,其特征在于:它包括现场成像主机、升降线架、钻孔成像轨迹测量探头、电缆、探头深度计数滑轮、电机、收放线盘,所述探头深度计数滑轮安装在升降线架上,电机的输出轴用于驱动收放线盘转动,电缆的一端接入收放线盘的电缆转节点,现场成像主机的钻孔成像轨迹测量探头信号输入端通过收放线盘的电缆转节点与电缆的一端电连接,电缆缠绕在收放线盘上由收放线盘控制收放线,所述电缆在深度计数滑轮上进行收放,深度计数滑轮对电缆的收放线长度进行记录,所述深度计数滑轮的深度反馈信号输出端连接现场成像主机的深度反馈信号输入端,现场成像主机的电机控制信号输出端连接电机的控制信号输入端,所述钻孔成像轨迹测量探头与钻孔同轴放置,所述钻孔成像轨迹测量探头包括摄像机和三维姿态传感器,所述摄像机和三维姿态传感器的信号输出端连接电缆的另一端,所述摄像机用于得到钻孔中岩层的成像数据,三维姿态传感器用于得到钻孔成像轨迹测量探头在钻孔中运行的轨迹数据。In order to solve the above-mentioned technical problems, the present invention discloses a three-dimensional imaging construction equipment for digital virtual rock cores of boreholes. Depth counting pulley, motor, take-up and pay-off reel, the probe depth counting pulley is installed on the lifting wire frame, the output shaft of the motor is used to drive the take-up and pay-off reel to rotate, and one end of the cable is connected to the cable transfer node of the take-up and pay-off reel , the signal input end of the on-site imaging host's borehole imaging trajectory measurement probe is electrically connected to one end of the cable through the cable transfer node of the take-up and pay-off reel, and the cable is wound on the take-up and pay-off reel, and the take-up and take-off reel controls the take-up and take-off line, the said The cable is retracted and unwound on the depth counting pulley, and the depth counting pulley records the length of the retracting and unwinding line of the cable. The depth feedback signal output end of the depth counting pulley is connected to the depth feedback signal input end of the on-site imaging host, and the motor of the on-site imaging host The control signal output end is connected to the control signal input end of the motor, and the borehole imaging trajectory measurement probe is placed coaxially with the borehole, and the borehole imaging trajectory measurement probe includes a camera and a three-dimensional attitude sensor. The signal output end is connected to the other end of the cable, the camera is used to obtain the imaging data of the rock formation in the borehole, and the three-dimensional attitude sensor is used to obtain the trajectory data of the borehole imaging trajectory measurement probe running in the borehole.
一种利用上述装置的钻孔数字虚拟岩芯的地层结构三维成像构建方法,其特征在于,它包括如下步骤:A method for constructing stratum structure three-dimensional imaging of the digital virtual rock core of a borehole utilizing the above-mentioned device is characterized in that it comprises the following steps:
步骤1:将升降线架放置在钻孔的孔口区域,在升降线架上安装深度计数滑轮,将电缆置于深度计数滑轮上;Step 1: Place the lifting wire frame in the hole area of the drilled hole, install the depth counting pulley on the lifting wire frame, and place the cable on the depth counting pulley;
步骤2:操作现场成像主机控制电机使钻孔成像轨迹测量探头在钻孔内匀速下放至孔底,钻孔成像轨迹测量探头下放的过程中摄像机实时探测钻孔中岩层的成像数据,三维姿态传感器实时得到钻孔成像轨迹测量探头在钻孔中运行的轨迹数据,并将钻孔中岩层的成像数据和钻孔成像轨迹测量探头在钻孔中运行的轨迹数据通过电缆传输给现场成像主机,同时探头深度计数滑轮将钻孔成像轨迹测量探头在钻孔中的深度数据传输给现场成像主机,现场成像主机将钻孔中岩层的成像数据和钻孔成像轨迹测量探头在钻孔中的深度数据进行时间上的匹配,并生成数字虚拟岩芯二维整体图像,该数字虚拟岩芯二维整体图像包含了钻孔孔口至孔底每个深度位置的数字虚拟岩芯二维图像;Step 2: Operate the on-site imaging host to control the motor so that the borehole imaging trajectory measurement probe is lowered to the bottom of the hole at a constant speed in the borehole. During the process of lowering the borehole imaging trajectory measurement probe, the camera detects the imaging data of the rock formation in the borehole in real time, and the three-dimensional attitude sensor Obtain the trajectory data of the borehole imaging trajectory measurement probe running in the borehole in real time, and transmit the imaging data of the rock formation in the borehole and the trajectory data of the borehole imaging trajectory measurement probe running in the borehole to the on-site imaging host through the cable, and at the same time The probe depth counting pulley transmits the depth data of the borehole imaging trajectory measurement probe in the borehole to the on-site imaging host. Matching in time, and generating a two-dimensional overall image of the digital virtual core, the two-dimensional overall image of the digital virtual core includes a two-dimensional image of the digital virtual core at each depth position from the hole hole to the bottom of the hole;
现场成像主机将钻孔成像轨迹测量探头在钻孔中运行的轨迹数据和钻孔成像轨迹测量探头在钻孔中的深度数据进行时间上的匹配,并生成钻孔轨迹图;The on-site imaging host matches the trajectory data of the borehole imaging trajectory measurement probe running in the borehole with the depth data of the borehole imaging trajectory measurement probe in the borehole, and generates a borehole trajectory map;
步骤3:现场成像主机将数字虚拟岩芯二维整体图像和钻孔轨迹图传输给计算机,计算机根据数字虚拟岩芯二维整体图像和钻孔轨迹图生成钻孔数字虚拟岩芯的地层结构三维成像图。Step 3: The on-site imaging host transmits the two-dimensional overall image of the digital virtual core and the drilling trajectory map to the computer, and the computer generates a three-dimensional stratum structure of the digital virtual core of the drilling hole based on the two-dimensional overall image of the digital virtual core and the drilling trajectory map Imaging diagram.
本发明的有益效果:Beneficial effects of the present invention:
本发明能实时生成钻孔录像、钻孔数字虚拟岩芯二维图像及钻孔轨迹图,适用于所有的全方位、全倾角钻孔进行全柱面观测成像(垂直孔\水平孔\斜孔\俯、仰角孔);结合钻孔孔口三维坐标数据与钻孔数字虚拟岩芯的地层结构三维成像数据融合,能生成区域勘查多钻孔的钻孔数字虚拟岩芯的地层结构三维成像,可对区域所有钻孔图像数据进行区域地层结构综合分析,提高地质勘查技术水平和成果资料的数字化及可视化程度。The present invention can generate drilling video, drilling digital virtual core two-dimensional images and drilling track diagrams in real time, and is suitable for all omni-directional and full-inclination drilling holes for full-cylindrical observation and imaging (vertical holes\horizontal holes\oblique holes) \depression, elevation hole); combined with the three-dimensional coordinate data of the borehole hole and the three-dimensional imaging data of the digital virtual core of the drill hole, it can generate the three-dimensional imaging of the stratum structure of the digital virtual core of the drill hole for regional exploration and multi-drilling, Comprehensive analysis of the regional stratum structure can be carried out on all borehole image data in the region, improving the technical level of geological exploration and the digitization and visualization of the result data.
附图说明Description of drawings
图1为本发明的使用状态下的结构示意图;Fig. 1 is the structural representation under the use state of the present invention;
图2为本发明的电控部分的原理框图。Fig. 2 is a functional block diagram of the electric control part of the present invention.
其中,1—现场成像主机、2—升降线架。3—钻孔成像轨迹测量探头、3.1—摄像机、3.2—三维姿态传感器、3.3—光源、4—电缆、5—探头深度计数滑轮、6—岩层、7—电机、8—钻孔、9—收放线盘、9.1—电缆转节点。Among them, 1—on-site imaging host, 2—lifting wire frame. 3—Borehole imaging trajectory measurement probe, 3.1—Camera, 3.2—Three-dimensional attitude sensor, 3.3—Light source, 4—Cable, 5—Probe depth counting pulley, 6—Rock formation, 7—Motor, 8—Drilling hole, 9—Receiving Pay-off reel, 9.1—cable transfer node.
具体实施方式Detailed ways
以下结合附图和具体实施例对本发明作进一步的详细说明:Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:
本发明的一种钻孔数字虚拟岩芯的地层结构三维成像构建设备,它包括现场成像主机1、升降线架2、钻孔成像轨迹测量探头3、电缆4、探头深度计数滑轮5、电机7、收放线盘9,所述探头深度计数滑轮5安装在升降线架2上,电机7的输出轴用于驱动收放线盘9转动,电缆4的一端接入收放线盘9的电缆转节点9.1,现场成像主机1的钻孔成像轨迹测量探头信号输入端通过收放线盘9的电缆转节点9.1与电缆4的一端电连接,电缆4缠绕在收放线盘9上由收放线盘9控制收放线,所述电缆4在深度计数滑轮5上进行收放,深度计数滑轮5对电缆4的收放线长度进行记录,所述深度计数滑轮5的深度反馈信号输出端连接现场成像主机1的深度反馈信号输入端,现场成像主机1的电机控制信号输出端连接电机7的控制信号输入端,所述钻孔成像轨迹测量探头3与钻孔8同轴放置(即探头3居于钻孔8中间,这样才能保证探头3成的钻孔孔壁图像是对称均匀,解释量测时没有偏差),所述钻孔成像轨迹测量探头3包括摄像机3.1和三维姿态传感器3.2,所述摄像机3.1和三维姿态传感器3.2的信号输出端连接电缆4的另一端,所述摄像机3.1用于得到钻孔8中岩层6的成像数据,三维姿态传感器3.2用于得到钻孔成像轨迹测量探头3在钻孔8中运行的轨迹数据。A three-dimensional imaging construction device for stratum structure of a digital virtual rock core in a borehole of the present invention, which includes an on-site imaging host 1, a lifting wire frame 2, a borehole imaging trajectory measurement probe 3, a cable 4, a probe depth counting pulley 5, and a motor 7 , Take-up and pay-off reel 9, the probe depth counting pulley 5 is installed on the lifting wire frame 2, the output shaft of motor 7 is used to drive the take-up and pay-off reel 9 to rotate, and one end of the cable 4 is connected to the cable of the take-up and pay-off reel 9 Turn node 9.1, the signal input end of the borehole imaging trajectory measurement probe of the on-site imaging host 1 is electrically connected to one end of the cable 4 through the cable transfer node 9.1 of the take-up and pay-off reel 9, and the cable 4 is wound on the take-up and pay-off reel 9 to be retracted and released The cable reel 9 controls the take-up and release line, and the cable 4 is retracted on the depth counting pulley 5, and the depth counting pulley 5 records the length of the take-up and take-off line of the cable 4, and the depth feedback signal output terminal of the depth counting pulley 5 is connected to The depth feedback signal input end of the on-site imaging host 1, the motor control signal output end of the on-site imaging host 1 is connected to the control signal input end of the motor 7, and the borehole imaging track measurement probe 3 is placed coaxially with the borehole 8 (i.e. the probe 3 Located in the middle of the borehole 8, so as to ensure that the image of the borehole wall of the probe 3 is symmetrical and uniform, and there is no deviation when explaining the measurement), the borehole imaging trajectory measurement probe 3 includes a camera 3.1 and a three-dimensional attitude sensor 3.2. The signal output end of the camera 3.1 and the three-dimensional attitude sensor 3.2 is connected to the other end of the cable 4, the camera 3.1 is used to obtain the imaging data of the rock formation 6 in the borehole 8, and the three-dimensional attitude sensor 3.2 is used to obtain the imaging data of the borehole imaging trajectory measurement probe 3 in the Trajectory data run in borehole 8.
上述设计结构简单,方便对钻孔8地层结构三维成像构建。The above-mentioned design structure is simple, and it is convenient to construct the three-dimensional imaging of the formation structure of borehole 8.
上述技术方案中,深度计数滑轮5用于对信号电缆4进行导向,并记录信号电缆4的收放长度。In the above technical solution, the depth counting pulley 5 is used to guide the signal cable 4 and record the retractable length of the signal cable 4 .
上述技术方案中,所述三维姿态传感器3.2还设有光源3.3。光源3.3用于照亮钻孔8,方便摄像机3.1得到清楚的图像数据。In the above technical solution, the three-dimensional attitude sensor 3.2 is further provided with a light source 3.3. The light source 3.3 is used to illuminate the borehole 8, so that the camera 3.1 can obtain clear image data.
上述技术方案中,所述升降线架2架设在钻孔8的孔口区域。In the above technical solution, the lifting frame 2 is erected at the opening area of the borehole 8 .
上述技术方案中,摄像机3.1为全景摄像机。In the above technical solution, the camera 3.1 is a panoramic camera.
一种利用上述装置的钻孔数字虚拟岩芯的地层结构三维成像构建方法,其特征在于,它包括如下步骤:A method for constructing stratum structure three-dimensional imaging of the digital virtual rock core of a borehole utilizing the above-mentioned device is characterized in that it comprises the following steps:
步骤1:将升降线架2放置在钻孔8的孔口区域,在升降线架2上安装深度计数滑轮5,将电缆4置于深度计数滑轮5上;Step 1: Place the lifting wire frame 2 in the opening area of the drill hole 8, install the depth counting pulley 5 on the lifting wire frame 2, and place the cable 4 on the depth counting pulley 5;
步骤2:操作现场成像主机1控制电机7使钻孔成像轨迹测量探头3在钻孔8内匀速下放至孔底,钻孔成像轨迹测量探头3下放的过程中摄像机3.1实时探测钻孔8中岩层6的成像数据,三维姿态传感器3.2实时得到钻孔成像轨迹测量探头3在钻孔8中运行的轨迹数据,并将钻孔8中岩层6的成像数据和钻孔成像轨迹测量探头3在钻孔8中运行的轨迹数据通过电缆4传输给现场成像主机1,同时探头深度计数滑轮5将钻孔成像轨迹测量探头3在钻孔8中的深度数据传输给现场成像主机1,现场成像主机1将钻孔8中岩层6的成像数据和钻孔成像轨迹测量探头3在钻孔8中的深度数据进行时间上的匹配,并生成数字虚拟岩芯二维整体图像,该数字虚拟岩芯二维整体图像包含了钻孔8孔口至孔底每个深度位置的数字虚拟岩芯二维图像;Step 2: Operate the on-site imaging host 1 to control the motor 7 so that the borehole imaging trajectory measurement probe 3 is lowered to the bottom of the hole at a constant speed in the borehole 8, and the camera 3.1 detects the rock formation in the borehole 8 in real time during the lowering process of the borehole imaging trajectory measurement probe 3 6 imaging data, the three-dimensional attitude sensor 3.2 obtains the trajectory data of the borehole imaging trajectory measurement probe 3 running in the borehole 8 in real time, and combines the imaging data of the rock formation 6 in the borehole 8 with the borehole imaging trajectory measurement probe 3 in the borehole The trajectory data running in 8 is transmitted to the on-site imaging host 1 through the cable 4, and the probe depth counting pulley 5 transmits the depth data of the borehole imaging trajectory measurement probe 3 in the borehole 8 to the on-site imaging host 1, and the on-site imaging host 1 will The imaging data of the rock formation 6 in the borehole 8 and the depth data of the borehole imaging trajectory measurement probe 3 in the borehole 8 are matched in time, and a two-dimensional overall image of a digital virtual core is generated, and the two-dimensional overall image of the digital virtual core is The image contains the two-dimensional image of the digital virtual core at each depth from the hole 8 to the bottom of the hole;
现场成像主机1将钻孔成像轨迹测量探头3在钻孔8中运行的轨迹数据和钻孔成像轨迹测量探头3在钻孔8中的深度数据进行时间上的匹配,并生成钻孔8轨迹图;The on-site imaging host 1 matches the trajectory data of the borehole imaging trajectory measurement probe 3 running in the borehole 8 with the depth data of the borehole imaging trajectory measurement probe 3 in the borehole 8, and generates a trajectory map of the borehole 8 ;
步骤3:现场成像主机1将数字虚拟岩芯二维整体图像和钻孔8轨迹图传输给计算机,计算机根据数字虚拟岩芯二维整体图像和钻孔8轨迹图生成钻孔8数字虚拟岩芯的地层结构三维成像图;Step 3: On-site imaging host 1 transmits the digital virtual core two-dimensional overall image and the drilling trajectory map to the computer, and the computer generates the drilling digital virtual core according to the digital virtual core two-dimensional overall image and the drilling trajectory map 3D imaging map of stratigraphic structure;
步骤4:在计算机内将钻孔8孔口三维坐标数据与钻孔8数字虚拟岩芯的地层结构三维成像图进行数据融合,生成区域勘查多钻孔的钻孔数字虚拟岩芯的地层结构三维成像。Step 4: In the computer, the three-dimensional coordinate data of the borehole 8 and the three-dimensional imaging map of the digital virtual core of the borehole 8 are data fused, and the three-dimensional stratum structure of the digital virtual core of the drill hole for regional exploration is generated. imaging.
上述技术方案的步骤2中,操作现场成像主机1控制电机7使钻孔成像轨迹测量探头3在钻孔8内沿钻孔8的轴向匀速下放至孔底。In step 2 of the above technical solution, the on-site imaging host 1 is operated to control the motor 7 so that the borehole imaging trajectory measurement probe 3 is lowered to the bottom of the borehole 8 at a constant speed along the axial direction of the borehole 8 .
本发明对钻孔数字虚拟岩芯的地层结构三维成像构建,提高了地质勘查技术水平和成果资料的数字化及可视化程度。The invention constructs the three-dimensional imaging of the formation structure of the digital virtual rock core of the borehole, and improves the technical level of geological exploration and the digitalization and visualization degree of the result data.
本说明书未作详细描述的内容属于本领域专业技术人员公知的现有技术。The content not described in detail in this specification belongs to the prior art known to those skilled in the art.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710897005.2A CN107829724A (en) | 2017-09-28 | 2017-09-28 | The earth formation three-dimensional imaging structure device and method of drilling digital virtual core |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710897005.2A CN107829724A (en) | 2017-09-28 | 2017-09-28 | The earth formation three-dimensional imaging structure device and method of drilling digital virtual core |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107829724A true CN107829724A (en) | 2018-03-23 |
Family
ID=61644037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710897005.2A Pending CN107829724A (en) | 2017-09-28 | 2017-09-28 | The earth formation three-dimensional imaging structure device and method of drilling digital virtual core |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107829724A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108821037A (en) * | 2018-07-16 | 2018-11-16 | 长江地球物理探测(武汉)有限公司 | A kind of Electromagnetic CT data collection system |
| CN110906850A (en) * | 2019-12-04 | 2020-03-24 | 昆明理工大学 | Precise positioning device and method for oblique deep hole sensor |
| CN111927434A (en) * | 2020-06-29 | 2020-11-13 | 龙林 | A geological exploration borehole imaging system and method |
| CN112860926A (en) * | 2021-01-29 | 2021-05-28 | 北京城建勘测设计研究院有限责任公司 | Graphics superposition generation method applied to geotechnical engineering investigation industry |
| CN113075737A (en) * | 2021-03-22 | 2021-07-06 | 北京科技大学 | Deep rock body engineering structure damage fine monitoring device and method |
| CN114017008A (en) * | 2021-09-26 | 2022-02-08 | 国网浙江省电力有限公司宁波供电公司 | Power transmission and transformation engineering construction land survey management and control system |
| CN115355434A (en) * | 2022-10-21 | 2022-11-18 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | A photogrammetric survey equipment for hydrogeological survey |
| US20230077684A1 (en) * | 2021-09-09 | 2023-03-16 | Institute Of Rock And Soil Mechanics, Chinese Academy Of Sciences | Multi-scale Photoacoustic Detection Method of Geological Structure Around Borehole and Related Devices |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007102129A2 (en) * | 2006-03-07 | 2007-09-13 | John Lisle Orpen | Rock core logging |
| CN103711484A (en) * | 2014-01-14 | 2014-04-09 | 四川大学 | Borehole imaging device |
| WO2015084447A1 (en) * | 2013-12-05 | 2015-06-11 | Schlumberger Canada Limited | Method and system of showing heterogeneity of a porous sample |
| CN104807563A (en) * | 2015-05-04 | 2015-07-29 | 中国矿业大学 | Non-contact ground stress testing device and method based on drilling microscopy digital photography |
| CN105317434A (en) * | 2015-10-21 | 2016-02-10 | 同济大学 | Borehole ultrasonic reflection three-dimensional detection apparatus and method |
| CN105830122A (en) * | 2013-11-26 | 2016-08-03 | 沙特阿拉伯石油公司 | Automated saw cut correction for 3d core digital modeling from computerized tomography scanner (cts) images |
-
2017
- 2017-09-28 CN CN201710897005.2A patent/CN107829724A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007102129A2 (en) * | 2006-03-07 | 2007-09-13 | John Lisle Orpen | Rock core logging |
| CN105830122A (en) * | 2013-11-26 | 2016-08-03 | 沙特阿拉伯石油公司 | Automated saw cut correction for 3d core digital modeling from computerized tomography scanner (cts) images |
| WO2015084447A1 (en) * | 2013-12-05 | 2015-06-11 | Schlumberger Canada Limited | Method and system of showing heterogeneity of a porous sample |
| CN103711484A (en) * | 2014-01-14 | 2014-04-09 | 四川大学 | Borehole imaging device |
| CN104807563A (en) * | 2015-05-04 | 2015-07-29 | 中国矿业大学 | Non-contact ground stress testing device and method based on drilling microscopy digital photography |
| CN105317434A (en) * | 2015-10-21 | 2016-02-10 | 同济大学 | Borehole ultrasonic reflection three-dimensional detection apparatus and method |
Non-Patent Citations (4)
| Title |
|---|
| 吴胜和: "《储层表征与建模》", 31 March 2010, 石油工业出版社 * |
| 忠亚平等: "《开滦注浆减沉综放开采特厚路桥煤柱技术研究》", 31 December 2016, 煤炭工业出版社 * |
| 曾文冲等: "现代测井技术的发展与应用", 《当代石油石化》 * |
| 郭建强: "《地质灾害勘察地球物理技术手册》", 30 November 2013, 地质出版社 * |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108821037A (en) * | 2018-07-16 | 2018-11-16 | 长江地球物理探测(武汉)有限公司 | A kind of Electromagnetic CT data collection system |
| CN110906850A (en) * | 2019-12-04 | 2020-03-24 | 昆明理工大学 | Precise positioning device and method for oblique deep hole sensor |
| CN110906850B (en) * | 2019-12-04 | 2021-04-27 | 昆明理工大学 | Precise positioning device and method for oblique deep hole sensor |
| CN111927434A (en) * | 2020-06-29 | 2020-11-13 | 龙林 | A geological exploration borehole imaging system and method |
| CN112860926A (en) * | 2021-01-29 | 2021-05-28 | 北京城建勘测设计研究院有限责任公司 | Graphics superposition generation method applied to geotechnical engineering investigation industry |
| CN113075737A (en) * | 2021-03-22 | 2021-07-06 | 北京科技大学 | Deep rock body engineering structure damage fine monitoring device and method |
| US20230077684A1 (en) * | 2021-09-09 | 2023-03-16 | Institute Of Rock And Soil Mechanics, Chinese Academy Of Sciences | Multi-scale Photoacoustic Detection Method of Geological Structure Around Borehole and Related Devices |
| US11892577B2 (en) * | 2021-09-09 | 2024-02-06 | Institute Of Rock And Soil Mechanics, Chinese Academy Of Sciences | Multi-scale photoacoustic detection method of geological structure around borehole and related devices |
| CN114017008A (en) * | 2021-09-26 | 2022-02-08 | 国网浙江省电力有限公司宁波供电公司 | Power transmission and transformation engineering construction land survey management and control system |
| CN115355434A (en) * | 2022-10-21 | 2022-11-18 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | A photogrammetric survey equipment for hydrogeological survey |
| CN115355434B (en) * | 2022-10-21 | 2023-01-17 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | A photogrammetric device for hydrogeological survey |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10795051B2 (en) | Three-dimensional digital virtual imaging device and method for stratigraphic texture of borehole core | |
| CN107829724A (en) | The earth formation three-dimensional imaging structure device and method of drilling digital virtual core | |
| Li et al. | ISRM suggested method for rock fractures observations using a borehole digital optical televiewer | |
| CN105804721B (en) | Karst cave detection system and using method thereof | |
| US9411068B2 (en) | 3D borehole imager | |
| CN101799558B (en) | Electromagnetic surveying system while drilling of adjacent-well parallel intervals | |
| CN205591910U (en) | Solution cavity detection system | |
| CN104457612A (en) | Drilling embedment type three-dimensional space laser scanning ranging imaging system | |
| US20110221883A1 (en) | Method and system for transmitting borehole image data | |
| WO2020199243A1 (en) | Drill hole information acquisition method and device based on dic technology | |
| US8635025B2 (en) | Method and system for transmitting borehole image data | |
| NO20220627A1 (en) | Visualization for look-ahead inversion | |
| CN106679733B (en) | An automatic device for in-situ information collection of rock mass structural planes | |
| US20170254921A1 (en) | Fast-changing dip formation resistivity estimation | |
| CN108303729A (en) | Shield tunnel influence area Karst method under building | |
| CN110824576B (en) | Imaging device and method for refined detection of shallow cavity-like disaster sources | |
| CN209742880U (en) | drilling information acquisition device based on DIC technology | |
| CN111812136A (en) | TBM-mounted mineral composition detection method, advanced geological prediction method and system | |
| US9134456B2 (en) | Electrical methods seismic interface box | |
| CN104074513A (en) | Resistivity imaging measuring device for logging instrument | |
| US20120299595A1 (en) | High resolution resistivity earth imager | |
| CN116309807B (en) | A core ground relocation system based on digital image intelligent recognition | |
| CN218060243U (en) | Karst drilling TV imaging reconnaissance device | |
| CN109884720A (en) | Determine the ground well three-dimensional combination frequency electromagnetic exploration apparatus and method of watery | |
| HK1247975A1 (en) | A device and method for constructing the three-dimensional images of stratigraphic structure of digital virtual rock core from drill hole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: DE Ref document number: 1247975 Country of ref document: HK |
|
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180323 |
|
| RJ01 | Rejection of invention patent application after publication | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: WD Ref document number: 1247975 Country of ref document: HK |