TWI632347B - Method for integrating three-dimensional image and laser scanning ranging - Google Patents
Method for integrating three-dimensional image and laser scanning ranging Download PDFInfo
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Abstract
本發明係有關於一種立體影像與雷射掃描測距整合方法,係主要利用多個雷射測距器,以對隧道等待測物進行斷面掃描,並加入區域定位功能,以轉換斷面之空間定位及絕對座標關係,另結合多個數位相機同步對待測物進行斷面拍攝,續經3D點雲建模以建構出雷射測距結果的立體圖資及立體影像圖資,再將該雷射測距結果的立體圖資及立體影像圖資套疊匹配,復由瑕疵自動辨識模組自動進行匹配圖資之裂縫與滲水處辨識,藉此,利用本發明即可達到快速、精準及自動化分析待測物結構變位及裂縫寬度、長度、走向及空間分佈等資訊效果。 The invention relates to a method for integrating a stereo image and a laser scanning and ranging. It mainly uses a plurality of laser rangefinders to scan the cross section of the tunnel waiting for the measured object, and adds an area positioning function to convert the cross section. Spatial positioning and absolute coordinate relationship, combined with multiple digital cameras to simultaneously take a cross-section of the object to be measured, followed by 3D point cloud modeling to construct the stereo image and stereo image data of the laser ranging result, and then use the laser The three-dimensional image data and the three-dimensional image image data of the range-finding result are telescopically matched, and the automatic defect identification module automatically performs the identification of the cracks and water seepage points of the matching image data. Information effects such as structure displacement of test object and crack width, length, trend and spatial distribution.
Description
本發明係有關於一種立體影像與雷射掃描測距整合方法,尤指一種結合雷射測距、影像拍攝、區域定位及三維建模技術,以進行動態全斷面檢測之方法者。 The invention relates to a method for integrating stereoscopic images and laser scanning ranging, in particular to a method that combines laser ranging, image shooting, area positioning and three-dimensional modeling techniques to perform dynamic full-section detection.
按,傳統對大型或3D空間深度物件量測上採用方式或設備並不理想,於隧道施工測量及安全檢測多以全測站儀施測,並以隧道斷面測量為主。由於傳統斷面測量方法取樣數量有限,且取樣點擷取仍需依賴經驗判斷,而使測量施工品質控制隨人員素質不定無法掌握,常須加測斷面數據彌補,故施工測量耗費人力時間及經費,不符合經濟效益,且施測成果優劣亦屬變數。 According to the traditional method or equipment for measuring large or 3D space depth objects, it is not ideal. For tunnel construction measurement and safety inspection, it is mostly measured with a full station, and the tunnel section measurement is mainly used. Due to the limited sampling quantity of traditional cross-section measurement methods, and the acquisition of sampling points still needs to be judged by experience, the quality control of measurement construction cannot be mastered with the uncertain quality of personnel. It is often necessary to make up for the measurement of cross-section data. , Not in line with economic benefits, and the quality of the test results are also variables.
於是,本案發明人乃研發有我國公告第M506956號之「立體影像量測裝置」,其主要係包含有一影像擷取組、一圖案投射組及一控制組,其中該影像擷取組係將一攝像機架設於一可垂直方向旋轉及水平方向旋轉的機座上,該圖案投射組可將特徵投影部件投影至欲拍攝物件,以讓攝像機經旋轉調整各種拍攝角度,擷取不同角度數位影像,再經由控制組整合完成一立體影像量測。藉此,於進行量測時,係先定點量測隧道左、右方向距離,以將影像擷 取組架設於隧道中央處,再將圖案投射組架設在影像擷取組一旁,然後透過圖案投射組光源投射特徵投影部件於隧道襯砌上,接著經由調整影像擷取組之第二框體垂直旋轉方向,讓攝像機對隧道襯砌上投影特徵投影部件進行拍攝,以擷取影像資料,再將該定點襯砌拍攝數位影像傳輸至控制組進行影像整合,以將該次擷取影像與前次擷取影像定值重疊區域,而後再將影像擷取組移架至下一定點處,並重複先前調整步驟,以完成整個隧道拍攝。 Therefore, the inventor of this case developed the "stereoscopic image measurement device" of China's announcement No. M506956, which mainly includes an image acquisition group, a pattern projection group and a control group, wherein the image acquisition group is a camera On a base that can rotate vertically and horizontally, the pattern projection group can project feature projection components to the object to be photographed, so that the camera can adjust various shooting angles by rotation, capture digital images of different angles, and then control Group integration completes a three-dimensional image measurement. In this way, during the measurement, the distance in the left and right directions of the tunnel is measured at a fixed point to capture the image Take the group set at the center of the tunnel, and then set the pattern projection group next to the image capturing group, and then project the feature projection component on the tunnel lining through the pattern projection group light source, and then adjust the vertical rotation direction of the second frame of the image capturing group to let The camera shoots the projection feature projection part on the tunnel lining to capture the image data, and then transmits the digital image taken by the fixed-point lining to the control group for image integration, so as to overlap the captured image with the fixed value of the previous captured image Area, and then move the image capture group to the next certain point, and repeat the previous adjustment steps to complete the entire tunnel shooting.
然,由於該我國公告第M506956號之「立體影像量測裝置」於量測時,係須先將隧道封閉,繼於隧道內選擇一定點,再量測隧道左、右方向距離,以將影像擷取組架設於隧道中央處,並設置圖案投射組,以於隧道投射特徵投影部件,而後再進行拍攝,當完成該定點拍攝作業,移至下一定點時,則須再重複先前調整步驟,依此,以逐步完成整個隧道拍攝,故該我國公告第M506956號之「立體影像量測裝置」之測量速度係相當緩慢且缺乏不便性。 However, because the "stereoscopic image measurement device" of the Chinese National Announcement No. M506956 is measured, the tunnel must be closed first, followed by selecting a certain point in the tunnel, and then measuring the distance in the left and right directions of the tunnel to convert the image The capturing group is set at the center of the tunnel, and a pattern projection group is set to project the feature projection parts in the tunnel, and then shooting is performed. When the fixed-point shooting operation is completed and the next certain point is moved, the previous adjustment steps must be repeated. Therefore, the shooting of the entire tunnel is completed step by step. Therefore, the measurement speed of the "stereoscopic image measuring device" of the Chinese announcement No. M506956 is quite slow and lacks inconvenience.
緣是,本發明人有鑑於現有我國公告第M506956號之「立體影像量測裝置」於量測上仍有上述缺失,乃藉其多年於相關領域的製造及設計經驗和知識的輔佐,並經多方巧思,研創出本發明。 The reason is that, in view of the fact that the existing "stereoscopic image measurement device" of the Chinese National Announcement No. M506956 still has the above-mentioned defects in measurement, the inventor is assisted by his many years of manufacturing and design experience and knowledge in related fields Invented by many ingenuity.
本發明係有關於一種立體影像與雷射掃描測距整合方法,其主要目的係為了提供一種尤指一種結合雷射測距、影像拍攝、區域定位及三維建模技術,以進行動態全斷面檢測之方法者。 The present invention relates to a method for integrating stereoscopic images and laser scanning ranging. Its main purpose is to provide a technique that combines laser ranging, image shooting, area positioning and three-dimensional modeling technology to perform dynamic full-section Method of detection.
為了達到上述實施目的,本發明人乃研擬如下一種立體影像與雷射掃描測距整合方法,係主要依據一立體影像與雷射掃描測距整合裝置實施,該立體影像與雷射掃描測距整合裝置係包括: 一行動檢測單元,該行動檢測單元係包含有一移動載具,並於該移動載具上裝設有一組立盤,且於該組立盤前、後端面分別等角度組設有數個雷射測距器及數個數位相機;一區域定位單元,乃使該區域定位單元包含有一定位標籤及數定位基站,係使該定位標籤裝設於該行動檢測單元上,又使該數定位基站佈置於一待測物周遭處,另使該定位基站與該定位標籤間以訊號相連結;一控制處理單元,係於該控制處理單元內建置有一雷射測距處理模組、一影像處理模組、一移動定位處理模組、一整合運算模組、一立體建模模組及一立體圖資匹配模組,以由該控制處理單元之微處理器連結其內建置之各模組運作,又使該控制處理單元與該行動檢測單元之移動載具、雷射測距器及數位相機以訊號相連結,另使該控制處理單元與該區域定位單元之定位基站訊號連結;其實施步驟係包含:A.待測物斷面偵測:係使該行動檢測單元之移動載具作動,以使該行動檢測單元沿待測物動線行進,並啟動該行動檢測單元上之數個雷射測距器及數位相機,以同步對待測物斷面進行二維雷射光束掃描及二維影像拍攝,以由該數個雷射測距器分別測得與該待測物斷面間的距離尺寸,並由該數個數位相機分別拍攝得與其相對應位置之待測物斷面外觀照片,以於該行動檢測單元通過待測物後,獲得整個待測物全斷面尺寸資料,以及整個待測物全斷面外觀資料,再將該全斷面尺寸資料及外觀資料分別傳送予該控制處理單元之雷射測距處理模組及影像處理模組接收並進行對應空間定位記錄;B.行動檢測單元定位:當行動檢測單元沿該待測物行進時,該行動檢測單元上所設定位標籤係偵測預先佈置於該待測物周遭之多個定位基站訊號強度,以推算出該行動檢測單元與各個定位基站間近似距離,繼由三個以上定位基站間之已知該行動檢測單元距離,以三角函數值求得該行動檢測單元與 參考定位基站的相對位置,再將所測得該行動檢測單元位置資料傳送予該控制處理單元之移動定位處理模組接收,並經計算轉換獲得該行動檢測單元在該待測物等空間中的絕對座標位置;C.立體影像與雷射測距圖資整合:續由該控制處理單元之整合運算模組將該雷射測距處理模組及移動定位處理模組處理後之待測物全斷面尺寸資料及該行動檢測單元之絕對座標位置資料進行整合運算,以獲得該待測物之全斷面絕對座標資料,再由該立體建模模組以該待測物之全斷面絕對座標資料建立三維點雲資料,並進行3D點雲建模,以獲得雷射測距結果的立體圖資,又使該立體建模模組以該待測物之全斷面影像資料建立三維點雲資料,並進行3D點雲建模,以獲得立體影像圖資,續由該立體圖資匹配模組將該雷射測距結果的立體圖資及立體影像圖資對應套疊匹配,以獲得該待測物外型及與其外型相對應之結構體狀況。 In order to achieve the above-mentioned implementation objective, the present inventors have developed a method for integrating stereoscopic images and laser scanning ranging, which is mainly implemented based on an integrated device for stereoscopic images and laser scanning ranging, the stereoscopic images and laser scanning ranging The integrated device system includes: An action detection unit, the action detection unit includes a mobile carrier, and a set of vertical plates are mounted on the mobile carrier, and a number of laser rangefinders are respectively arranged at equal angles on the front and rear faces of the set of vertical plates And a number of digital cameras; an area positioning unit, the area positioning unit includes a positioning tag and a digital positioning base station, the positioning tag is installed on the action detection unit, and the digital positioning base station is placed in a standby Around the measured object, and the signal is connected between the positioning base station and the positioning tag; a control processing unit is built in the control processing unit with a laser ranging processing module, an image processing module, a The mobile positioning processing module, an integrated computing module, a three-dimensional modeling module and a three-dimensional image matching module are operated by the microprocessor of the control processing unit connected to the built-in modules, and the The control processing unit is connected to the mobile vehicle, laser rangefinder and digital camera of the motion detection unit with signals, and the control processing unit is connected to the positioning base station signal of the regional positioning unit ; Its implementation steps include: A. Section detection of the object to be tested: the mobile carrier of the action detection unit is actuated, so that the action detection unit travels along the movement line of the object to be tested, and the action detection unit is activated Several laser rangefinders and digital cameras are used to synchronize the two-dimensional laser beam scanning and two-dimensional image shooting of the cross-section of the object to be measured The distance between the cross-sections, and the appearance photos of the cross-sections of the test object corresponding to the corresponding positions are taken by the digital cameras, so that after the mobile detection unit passes the test object, the entire cross-section of the test object is obtained Dimension data, and full-section appearance data of the entire object to be measured, and then send the full-section dimension data and appearance data to the laser ranging processing module and image processing module of the control processing unit to receive and perform corresponding space Positioning record; B. Positioning of the motion detection unit: when the motion detection unit travels along the object to be tested, the location tag set on the motion detection unit detects the signal strength of multiple positioning base stations pre-arranged around the object to be tested To calculate the inter-action of the respective positioning unit and the base station detecting the approximate distance from the following three more positioning between a base station is known from the movement detection unit, to obtain the value of trigonometric function operation detection unit Refer to the relative position of the positioning base station, and then transmit the measured position data of the motion detection unit to the mobile positioning processing module of the control processing unit to receive, and obtain the motion detection unit in the space of the object to be measured by calculation and conversion Absolute coordinate position; C. Integration of stereo image and laser ranging map data: the integrated computing module of the control processing unit continues to process all the objects to be measured after processing the laser ranging processing module and the mobile positioning processing module The cross-sectional size data and the absolute coordinate position data of the mobile detection unit are integrated to obtain the absolute cross-sectional absolute coordinate data of the object under test, and then the three-dimensional modeling module uses the absolute cross-sectional absolute value of the object under test Coordinate data establishes 3D point cloud data and performs 3D point cloud modeling to obtain the stereo image of the laser ranging result, and enables the stereo modeling module to create a 3D point cloud from the full-section image data of the object to be measured 3D point cloud modeling to obtain 3D image data, and then the 3D image data matching module will match the 3D image data and the 3D image data of the laser ranging result to the telescopic matching to The test was obtained and its appearance corresponds to the appearance condition of the structure.
如上所述之立體影像與雷射掃描測距整合方法,其中,該區域定位單元係進一步包含有一電子羅盤,且於該電子羅盤內設有慣性導航系統,乃使該電子羅盤裝設於該行動檢測單元之移動載具,並與該控制處理單元訊號連結,係使該行動檢測單元沿該待測物行進時,乃利用該電子羅盤內設慣性導航系統,以取得該行動檢測單元定位數據,並使一全球定位系統藉由該慣性導航系統修正回正確路徑,另通過該全球定位系統之實時差分或後處理差分定位測量技術,以獲得該行動檢測單元位置,再將該行動檢測單元位置資料傳送予該控制處理單元之移動定位處理模組接收,並經計算轉換獲得該行動檢測單元在該待測物等空間中的絕對座標位置。 As described above, the integrated method of stereo image and laser scanning ranging, wherein the area positioning unit further includes an electronic compass, and an inertial navigation system is provided in the electronic compass, so that the electronic compass is installed in the action The mobile carrier of the detection unit is connected to the signal of the control processing unit, so that when the action detection unit travels along the object to be measured, the electronic compass is provided with an inertial navigation system to obtain the positioning data of the action detection unit, And make a global positioning system correct the correct path through the inertial navigation system, and obtain the position of the mobile detection unit through the real-time differential or post-processing differential positioning measurement technology of the global positioning system, and then position the mobile detection unit Received by the mobile positioning processing module of the control processing unit, and calculated and converted to obtain the absolute coordinate position of the action detection unit in the space such as the object to be measured.
如上所述之立體影像與雷射掃描測距整合方法,其中,該控制處理單元係進一步建置有一瑕疵自動辨識模組,該瑕疵自動辨識模組係會針對該 雷射測距結果的立體圖資及立體影像圖資套疊匹配後之整合圖資中的瑕疵異常處自動進行辨識。 As described above, the integrated method of stereo image and laser scanning ranging, wherein the control processing unit is further constructed with an automatic defect recognition module, the automatic defect recognition module The three-dimensional image data of the laser distance measurement result and the integrated image data after the stereo image image data are matched and matched are automatically identified.
藉此,本發明利用多個雷射測距器,以對隧道等待測物進行斷面掃描,並加入區域定位功能,以轉換斷面之空間定位及絕對座標關係,另結合多個數位相機同步對待測物進行斷面拍攝,續經3D點雲建模以建構出雷射測距結果的立體圖資及立體影像圖資,再將該雷射測距結果的立體圖資及立體影像圖資套疊匹配,復由瑕疵自動辨識模組自動進行匹配圖資之裂縫與滲水處辨識,據此,達到快速、精準及自動化分析待測物結構變位及裂縫寬度、長度、走向及空間分佈等資訊效果。 In this way, the present invention uses multiple laser rangefinders to scan the cross section of the tunnel waiting for the measured object, and adds an area positioning function to convert the spatial positioning and absolute coordinate relationship of the cross section, and also combines multiple digital cameras to synchronize Cross-section shooting of the object to be measured, followed by 3D point cloud modeling to construct the 3D image data and 3D image image data of the laser ranging result, and then the 3D image data and the 3D image image data of the laser ranging result are nested Matching, automatic flaw recognition module automatically identifies the cracks and water seepages of the matching map, according to this, it can achieve fast, accurate and automatic analysis of the information effect of the structure of the object to be measured and the width, length, direction and spatial distribution of the crack .
(1)‧‧‧行動檢測單元 (1) ‧‧‧Motion detection unit
(11)‧‧‧移動載具 (11) ‧‧‧Mobile Vehicle
(12)‧‧‧組立盤 (12) ‧‧‧set plate
(13)‧‧‧雷射測距器 (13) ‧‧‧Laser rangefinder
(14)‧‧‧數位相機 (14) ‧‧‧Digital camera
(2)‧‧‧區域定位單元 (2) ‧‧‧Regional positioning unit
(21)‧‧‧定位標籤 (21) ‧‧‧Locating label
(22)‧‧‧定位基站 (22) ‧‧‧ positioning base station
(23)‧‧‧電子羅盤 (23) ‧‧‧Electronic compass
(3)‧‧‧控制處理單元 (3) ‧‧‧Control processing unit
(31)‧‧‧雷射測距處理模組 (31) ‧‧‧Laser ranging processing module
(32)‧‧‧影像處理模組 (32) ‧‧‧Image processing module
(33)‧‧‧移動定位處理模組 (33) ‧‧‧Mobile positioning processing module
(34)‧‧‧整合運算模組 (34) ‧‧‧Integrated computing module
(35)‧‧‧立體建模模組 (35) ‧‧‧Three-dimensional modeling module
(36)‧‧‧立體圖資匹配模組 (36) ‧‧‧ Three-dimensional image matching module
(37)‧‧‧瑕疵自動辨識模組 (37) ‧‧‧Defect automatic identification module
(4)‧‧‧待測物 (4) ‧‧‧Object to be tested
第一圖:本發明之架構圖 The first picture: the architecture of the present invention
第二圖:本發明之行動檢測單元側視圖 Figure 2: Side view of the action detection unit of the present invention
第三圖:本發明之雷射測距器於組立盤佈置狀態圖 The third picture: the state diagram of the laser range finder of the present invention on the assembly plate
第四圖:本發明之定位基站相對待側物佈置狀態圖 Figure 4: State diagram of the positioning base station of the present invention relative to the object
第五圖:本發明之流程圖 Figure 5: Flowchart of the present invention
第六圖:本發明之雷射測距器對待側物掃描狀態圖 Figure 6: The state diagram of the laser range finder of the present invention to scan the side object
而為令本發明之技術手段及其所能達成之效果,能夠有更完整且清楚的揭露,茲詳細說明如下,請一併參閱揭露之圖式及圖號: In order to enable the technical means of the present invention and the effects it can achieve, a more complete and clear disclosure can be made. The detailed description is as follows. Please refer to the disclosed drawings and figures:
首先,請參閱第一圖所示,為本發明之立體影像與雷射掃描測距整合方法,係主要依據一立體影像與雷射掃描測距整合裝置實施,該立體影像與雷射掃描測距整合裝置係包含: 一行動檢測單元(1),請一併參閱第二、三圖所示,該行動檢測單元(1)係包含有一移動載具(11),並於該移動載具(11)上裝設有一圓型組立盤(12),且於該圓型組立盤(12)前端面每隔30度組設有一雷射測距器(13),以於該圓型組立盤(12)上裝設有十二個雷射測距器(13),另使該圓型組立盤(12)後端面於相對各雷射測距器(13)位置處分別組設有一數位相機(14),以同樣於該圓型組立盤(12)上裝設有十二個數位相機(14),並使該雷射測距器(13)及數位相機(14)突露出該移動載具(11)前端,而位置於該移動載具(11)前方處,以避免不當干涉;一區域定位單元(2),請一併參閱第四圖所示,乃使該區域定位單元(2)包含一定位標籤(21)、數個定位基站(22)及一電子羅盤(23),係使該定位標籤(21)裝設於該行動檢測單元(1)上,並使該數個定位基站(22)佈置於一待測物(4)周遭處,且使每一定位基站(22)都有其唯一識別碼,又使該定位基站(22)與該定位標籤(21)間以超窄脈衝電磁波訊號連結,另使該電子羅盤(23)裝設於該行動檢測單元(1)之移動載具(11)上,且於該電子羅盤(23)內設有慣性導航系統〔INS〕;一控制處理單元(3),該控制處理單元(3)係可為筆記型電腦或平板電腦等,乃於該控制處理單元(3)內建置有一雷射測距處理模組(31)、一影像處理模組(32)、一移動定位處理模組(33)、一整合運算模組(34)、一立體建模模組(35)、一立體圖資匹配模組(36)及一瑕疵自動辨識模組(37)等程式模組,以由該控制處理單元(3)之微處理器等連結其內建置之各模組運作,又使該行動檢測單元(1)之移動載具(11)、雷射測距器(13)及數位相機(14)與該控制處理單元(3)以有線或無線訊號連結,其有線訊號係主要以訊號線做連結,而無線訊號則以通訊 元件經無線網路等通訊連結,另使該區域定位單元(2)之定位基站(22)及電子羅盤(23)與該控制處理單元(3)以有線或無線訊號連結,乃由該雷射測距處理模組(31)接收處理該行動檢測單元(1)其雷射測距器(13)之測距資料,並由影像處理模組(32)接收處理該行動檢測單元(1)其數位相機(14)之影像資料,又由該移動定位處理模組(33)接收處理該電子羅盤(23)及定位基站(22)測得之該行動檢測單元(1)定位資料,另由該整合運算模組(34)將該雷射測距處理模組(31)及移動定位處理模組(33)處理後之待測物(4)全斷面尺寸資料及該行動檢測單元(1)之絕對座標位置資料整合運算,以獲得該待測物(4)之全斷面絕對座標資料,再由該立體建模模組(35)以該待測物(4)之全斷面絕對座標資料建立三維點雲資料,並進行3D點雲建模,以獲得雷射測距結果的立體圖資,又使該立體建模模組(35)以該待測物(4)之全斷面影像資料建立三維點雲資料,並進行3D點雲建模,以獲得立體影像圖資,續由立體圖資匹配模組(36)將該雷射測距結果的立體圖資及立體影像圖資對應套疊匹配,以獲得該待測物(4)外型及與其外型相對應之結構體狀況,另由該瑕疵自動辨識模組(37)針對該雷射測距結果的立體圖資及立體影像圖資套疊匹配後之整合圖資中的裂縫與滲水等瑕疵異常處自動進行辨識。 First of all, please refer to the first figure, which is the integration method of stereoscopic image and laser scanning ranging of the present invention, which is mainly implemented based on an integrated device of stereoscopic image and laser scanning ranging, the stereoscopic image and laser scanning ranging The integrated device includes: An action detection unit (1), please refer to the second and third figures, the action detection unit (1) includes a mobile vehicle (11), and a mobile vehicle (11) is provided with a A circular group stand (12), and a laser range finder (13) is arranged every 30 degrees on the front end surface of the circular group stand (12), so as to be installed on the circular group stand (12) Twelve laser rangefinders (13), and the rear end surface of the circular assembly stand (12) is respectively provided with a digital camera (14) at a position opposite to each laser rangefinder (13). Twelve digital cameras (14) are installed on the circular assembly stand (12), and the laser rangefinder (13) and the digital camera (14) protrude from the front end of the mobile carrier (11), and Positioned in front of the mobile vehicle (11) to avoid undue interference; an area positioning unit (2), please also refer to the fourth figure, so that the area positioning unit (2) includes a positioning label (21 ), Several positioning base stations (22) and an electronic compass (23), the positioning tag (21) is installed on the action detection unit (1), and the positioning base stations (22) are arranged on a The object under test (4) is around, and each positioning base station (2) 2) Each has its unique identification code, and the ultra-narrow pulse electromagnetic wave signal is connected between the positioning base station (22) and the positioning label (21), and the electronic compass (23) is installed on the mobile detection unit (1 ) On the mobile carrier (11), and an inertial navigation system [INS] is provided in the electronic compass (23); a control processing unit (3), the control processing unit (3) may be a notebook computer or Tablet computers, etc., are built in the control processing unit (3) a laser ranging processing module (31), an image processing module (32), a mobile positioning processing module (33), an integrated computing Program modules such as module (34), a three-dimensional modeling module (35), a three-dimensional image matching module (36) and a defect automatic identification module (37), so that the control processing unit (3) The microprocessor, etc. are connected to the operation of the built-in modules, and the mobile vehicle (11), laser rangefinder (13) and digital camera (14) of the motion detection unit (1) and the control process The unit (3) is connected by a wired or wireless signal, the wired signal is mainly connected by a signal line, and the wireless signal is communicated by The components are connected via a wireless network, etc., and the positioning base station (22) and electronic compass (23) of the regional positioning unit (2) and the control processing unit (3) are connected by a wired or wireless signal, and the laser The ranging processing module (31) receives and processes the distance measurement data of the laser detection device (13) of the action detection unit (1), and receives and processes the action detection unit (1) from the image processing module (32) The image data of the digital camera (14) is received by the mobile positioning processing module (33) to process the positioning data of the mobile detection unit (1) measured by the electronic compass (23) and the positioning base station (22), and the other The integrated computing module (34) processes the laser measurement processing module (31) and the mobile positioning processing module (33) after the object to be measured (4) full-section size data and the mobile detection unit (1) The absolute coordinate position data is integrated and calculated to obtain the full-section absolute coordinate data of the object (4), and then the three-dimensional modeling module (35) uses the full-section absolute coordinates of the object (4) Data to create three-dimensional point cloud data and carry out 3D point cloud modeling to obtain the stereo image data of the laser ranging result, and make the stereo modeling module (35) 3D point cloud data is created from the full-section image data of the measured object (4), and 3D point cloud modeling is performed to obtain the stereoscopic image data, and then the stereoscopic image matching module (36) The stereoscopic image data and the stereoscopic image data are matched with each other to obtain the appearance of the object to be measured (4) and the structure corresponding to the appearance, and the defect automatic identification module (37) is used for the laser measurement The anomalies of cracks and water seepage in the integrated image data after the three-dimensional image data and the three-dimensional image image data are matched and matched are automatically identified.
據此,當本發明進行立體影像與雷射掃描測距整合時,請一併參閱第五圖所示,其實施步驟係包含:A.待測物斷面偵測:當進行隧道等待測物(4)斷面偵測時,係由控制處理單元(3)操作該行動檢測單元(1)之移動載具(11)作動,以使該行動檢測單元(1)沿隧道動線行進,請一併參閱第六圖所示,並啟動該行動檢測單元(1)上之十二個雷射測距器(13)及數位相機(14),以同步對隧道襯砌斷面及其裂縫與滲水處等進行二維雷射光束掃描及二維影像 拍攝,以由該十二個雷射測距器(13)分別測得與該隧道襯砌斷面間的距離尺寸,並由該十二個數位相機(14)分別拍攝得與其相對應位置之隧道襯砌斷面外觀照片,依此,當該行動檢測單元(1)通過隧道後,即可獲得整個隧道襯砌全斷面尺寸資料,以及整個隧道襯砌全斷面外觀資料,再將該全斷面尺寸資料及外觀資料分別傳送予控制處理單元(3)之雷射測距處理模組(31)及影像處理模組(32)接收並進行對應空間定位記錄;B.行動檢測單元定位:當行動檢測單元(1)沿隧道行進時,可以全球定位系統〔GPS〕配合電子羅盤(23)及定位標籤(21)與數個定位基站(22)之區域定位功能,以獲得該行動檢測單元(1)在隧道中的絕對座標位置,乃利用電子羅盤(23)內設慣性導航系統〔INS〕,通過姿態矩陣即時將行動檢測單元(1)坐標系的加速度訊號轉換為導航坐標系下的加速度,並將轉換後的加速度加上重力改正後進行積分,以獲得行動檢測單元(1)定位數據,該全球定位系統〔GPS〕係可藉由慣性導航系統〔INS〕修正回正確路徑,並通過全球定位系統〔GPS〕之實時差分〔RTK〕或後處理差分定位測量技術,以準確獲得該行動檢測單元(1)位置,另藉由該行動檢測單元(1)上所設定位標籤(21)偵測預先佈置於隧道等待測物(4)周遭之多個定位基站(22)訊號強度,以推算出該行動檢測單元(1)與各個定位基站(22)間近似距離,係以三維定位每隔50~100公尺於隧道等待測物(4)周遭佈置一個定位基站(22),依此,於任意時刻都可有三個定位基站(22)以上發送超窄脈衝電磁波訊號予行動檢測單元(1)之定位標籤(21),並接收設於該行動檢測單元(1)之定位標籤(21)回饋之超窄脈衝電磁波訊號,再以每個定位基站(22)發出的超窄脈衝訊號和定位標籤(21)回饋訊號的時間差進行計算,以求得各定位基站(22)與該行動檢測單元(1)間距離,再由三個以上定位基站(22)間之已知行動檢測單元(1)距離,以三角函 數值求得該行動檢測單元(1)與參考定位基站(22)的相對位置,於此,將電子羅盤(23)及定位標籤(21)與數個定位基站(22)等區域定位單元(2)測得之該行動檢測單元(1)位置資料傳送予該控制處理單元(3)之移動定位處理模組(33)接收,並經空間定位及平差計算後,即可轉換獲得該行動檢測單元(1)在隧道等空間中的絕對座標位置;C.立體影像與雷射測距圖資整合:該由多個雷射測距器(13)進行隧道襯砌斷面之雷射光束同步掃描,並加入電子羅盤(23)及定位標籤(21)與數個定位基站(22)等區域定位功能所獲得資料,即由該控制處理單元(3)之整合運算模組(34)進行整合運算,以轉換斷面空間定位及絕對座標關係,而獲得該隧道等待測物(4)之全斷面絕對座標資料,再由控制處理單元(3)之立體建模模組(35)將該待測物(4)全斷面之絕對座標資料進行3D點雲建模,以獲得雷射測距結果的立體圖資,又使該立體建模模組(35)以該待測物(4)之全斷面影像資料進行3D點雲建模,以獲得立體影像圖資,繼由立體圖資匹配模組(36)將該雷射測距結果的立體圖資及立體影像圖資對應套疊匹配,以獲得該待測物(4)外型及與其外型相對應位置處之結構體狀況,續由控制處理單元(3)之瑕疵自動辨識模組(37)針對該雷射測距結果的立體圖資及立體影像圖資套疊匹配後之整合圖資中的裂縫與滲水處瑕疵異常處自動進行辨識,由於本發明係將雷射測距結果的立體圖資與立體影像圖資整合,以由立體影像顯示出待測物(4)完整外觀形狀,另由雷射測距結果的立體圖資顯示出該待測物(4)實質結構體狀況,故於將兩者整合一起後,即可同時獲得待測物(4)外觀與實質結構體資訊,而使瑕疵自動辨識模組(37)可更準確、便利進行待測物(4)之裂縫與滲水等異常損壞處辨識,藉此,本發明利用空間資訊模型結合數位影像偵測技術,即可快速、 精準及自動化分析隧道等待測物(4)結構變位及裂縫寬度、長度、走向及空間分佈等資訊。 According to this, when the present invention integrates the stereoscopic image and the laser scanning ranging, please refer to the fifth figure as well, and the implementation steps include: A. Cross-section detection of the object to be measured: when the tunnel is waiting for the object to be measured (4) During the section detection, the control processing unit (3) operates the mobile vehicle (11) of the motion detection unit (1) to move the motion detection unit (1) along the tunnel moving line, please Also refer to the sixth figure, and activate the twelve laser rangefinders (13) and digital cameras (14) on the action detection unit (1) to synchronize the tunnel lining section and its cracks and water seepage 2D laser beam scanning and 2D imaging Shooting, to measure the distance between the twelve laser rangefinders (13) and the tunnel lining section respectively, and the twelve digital cameras (14) to shoot the tunnels corresponding to their respective positions Photograph of the appearance of the lining section, accordingly, when the action detection unit (1) passes through the tunnel, you can obtain the entire tunnel lining full section size data and the entire tunnel lining full section appearance data, and then the full section size The data and appearance data are sent to the laser ranging processing module (31) and the image processing module (32) of the control processing unit (3) respectively to receive and perform corresponding spatial positioning records; B. Action detection unit positioning: when action detection When the unit (1) travels along the tunnel, the global positioning system (GPS) can be used in conjunction with the electronic compass (23) and the positioning label (21) and the area positioning functions of several positioning base stations (22) to obtain the action detection unit (1) The absolute coordinate position in the tunnel is to use the inertial navigation system [INS] in the electronic compass (23) to instantly convert the acceleration signal of the coordinate system of the motion detection unit (1) into the acceleration under the navigation coordinate system through the attitude matrix, and Will convert After the acceleration and gravity are corrected, integration is performed to obtain the positioning data of the motion detection unit (1). The global positioning system [GPS] can be corrected back to the correct path by the inertial navigation system [INS] and passed through the global positioning system [ GPS] real-time differential [RTK] or post-processing differential positioning measurement technology to accurately obtain the position of the motion detection unit (1), and detect the pre-arrangement by the bit label (21) set on the motion detection unit (1) Signal strength of multiple positioning base stations (22) around the tunnel waiting for the test object (4) to calculate the approximate distance between the mobile detection unit (1) and each positioning base station (22), which is three-dimensional positioning every 50 ~ 100 A positioning base station (22) is placed around the tunnel waiting for the measurement object (4). According to this, more than three positioning base stations (22) can send ultra-narrow pulsed electromagnetic wave signals to the positioning of the mobile detection unit (1) at any time Tags (21), and receive the ultra-narrow pulse electromagnetic wave signals fed back by the positioning tags (21) of the action detection unit (1), and then use the ultra-narrow pulse signals and positioning tags (21) sent by each positioning base station (22) ) Time difference of feedback signal Operator, in order to achieve the positioning station (22) a distance (1) between the action and the detecting means, then from the three base stations is known more positioning movement detection unit (1) of the room (22), a triangular function The relative position of the motion detection unit (1) and the reference positioning base station (22) is obtained by numerical values. Here, the electronic compass (23) and the positioning tag (21) and several positioning base stations (22) and other regional positioning units (2) ) The measured position data of the action detection unit (1) is sent to the mobile positioning processing module (33) of the control processing unit (3) for reception, and after spatial positioning and adjustment calculation, the action detection can be converted to obtain the action detection The absolute coordinate position of unit (1) in the space such as a tunnel; C. Integration of stereoscopic image and laser ranging map: the laser beams of the tunnel lining section are scanned synchronously by multiple laser rangefinders (13) , And add data obtained by regional positioning functions such as electronic compass (23), positioning label (21) and several positioning base stations (22), that is, integrated calculation module (34) of the control processing unit (3) for integrated calculation , In order to convert the spatial positioning and absolute coordinate relationship of the cross section, to obtain the full cross section absolute coordinate data of the tunnel waiting to be measured (4), and then the three-dimensional modeling module (35) of the control processing unit (3) will Measured object (4) Absolute coordinate data of full cross-section is modeled by 3D point cloud to obtain laser ranging results 3D image data, and the 3D modeling module (35) uses the full-section image data of the object to be measured (4) to perform 3D point cloud modeling to obtain 3D image data, and then the 3D image data matching module (35) 36) Match the stereo image data and the stereo image image data of the laser ranging result to the telescopic matching to obtain the appearance of the object to be measured (4) and the structure at the position corresponding to the appearance of the object to be processed by the control The automatic defect recognition module (37) of the unit (3) automatically recognizes the flaws and abnormalities in the cracks and water seepage points in the integrated map data after the three-dimensional image data and the three-dimensional image image data of the laser ranging result are matched and matched. The present invention integrates the three-dimensional image data of the laser ranging result and the three-dimensional image image data to display the complete appearance shape of the object to be measured (4) from the three-dimensional image, and further shows the to-be-measured from the three-dimensional image data of the laser ranging result The physical structure of the object (4), so after integrating the two, the appearance of the object (4) and the information of the physical structure can be obtained at the same time, so that the automatic defect identification module (37) can be more accurate and convenient Recognize the abnormal damages such as cracks and water seepage of the test object (4), Here, using the spatial information model of the present invention in conjunction with digital video detection technology, to quickly, Accurate and automatic analysis of tunnel waiting to be measured (4) structural displacement and crack width, length, trend and spatial distribution and other information.
前述之實施例或圖式並非限定本發明之立體影像與雷射掃描測距整合方法實施態樣,本發明不僅可應用於隧道等待測物(4),還可應用於路線繁忙高速公路,或者室內、外結構物之動態安全監測等,凡所屬技術領域中具有通常知識者所為之適當變化或修飾,皆應視為不脫離本發明之專利範疇。 The foregoing embodiments or drawings do not limit the implementation of the integrated method of stereoscopic image and laser scanning ranging of the present invention. The present invention can be applied not only to tunnel waiting objects (4), but also to busy highways, or For the dynamic safety monitoring of indoor and outdoor structures, any appropriate changes or modifications by those with ordinary knowledge in the technical field should be regarded as not departing from the patent scope of the present invention.
由上述結構及實施方式可知,本發明係具有如下優點: As can be seen from the above structure and embodiments, the present invention has the following advantages:
1.本發明之立體影像與雷射掃描測距整合方法係使用雷射測距同步感測、區域定位技術,可快速提供高精準、三維絕對座標及隧道襯砌全斷面之多點位變位監測技術。 1. The integrated method of three-dimensional image and laser scanning ranging of the present invention uses laser ranging synchronous sensing and area positioning technology, which can quickly provide high-precision, three-dimensional absolute coordinates and multi-point displacement of the full section of the tunnel lining Monitoring technology.
2.本發明之立體影像與雷射掃描測距整合方法係使用影像三維建模技術掃瞄隧道襯砌結構體,能提供隧道襯砌檢測以高效率且經濟的方法,重建隧道襯砌立體影像圖資。 2. The integrated method of three-dimensional image and laser scanning and ranging in the present invention uses image three-dimensional modeling technology to scan the tunnel lining structure, which can provide a highly efficient and economical method of tunnel lining detection to reconstruct the tunnel lining stereo image data.
3.本發明之立體影像與雷射掃描測距整合方法係以雷射測距全斷面座標資料匹配校正影像,可修正影像原本存在的變形誤差問題。 3. The integrated method of stereoscopic image and laser scanning ranging of the present invention matches the corrected image with laser cross-sectional full-range coordinate data, which can correct the original deformation error of the image.
4.本發明之立體影像與雷射掃描測距整合方法係以3D點雲資料處理技術,於結構體3D建模概念出發應用,可一併提供隧道襯砌空間幾何尺寸的精確建模、空間定位及比對和識別功能。 4. The integrated method of 3D image and laser scanning distance measurement of the present invention is based on the 3D point cloud data processing technology and is applied from the concept of 3D modeling of the structure. It can also provide accurate modeling and spatial positioning of the geometric dimensions of the tunnel lining space. And comparison and identification functions.
5.本發明之立體影像與雷射掃描測距整合方法係以空間資訊模型結合數位影像量測技術,對隧道襯砌紋理裂縫圖像進行自動辨識,可以快速的得到隧道襯砌結構變位及裂縫寬度、長度、走向和空間分佈等資訊。 5. The integrated method of three-dimensional image and laser scanning ranging of the present invention uses spatial information model combined with digital image measurement technology to automatically identify the tunnel lining texture crack image, which can quickly obtain the tunnel lining structure displacement and crack width , Length, direction and spatial distribution.
6.本發明之立體影像與雷射掃描測距整合方法係以融合雷射掃描量測技術與立體影像匹配技術的隧道行動檢測系統,滿足現代化隧道維護管理,快速建立資料庫以達早期預警的功效。 6. The integrated method of stereo image and laser scanning ranging of the present invention is a tunnel action detection system that combines laser scanning measurement technology and stereo image matching technology to meet modern tunnel maintenance management and quickly establish a database to achieve early warning. efficacy.
7.本發明之立體影像與雷射掃描測距整合方法之成本價格低廉,且無須再佈設掃瞄站位,另人為操作少使用便利,可快速應用於動態安全監測。 7. The integration method of the stereoscopic image and the laser scanning distance measurement method of the present invention is low in cost, and there is no need to arrange a scanning station, and it is less man-made and convenient to use, and can be quickly applied to dynamic safety monitoring.
綜上所述,本發明之實施例確能達到所預期功效,又其所揭露之具體構造,不僅未曾見諸於同類產品中,亦未曾公開於申請前,誠已完全符合專利法之規定與要求,爰依法提出發明專利之申請,懇請惠予審查,並賜准專利,則實感德便。 To sum up, the embodiments of the present invention can indeed achieve the expected effect, and the specific structure disclosed by it has not only not been seen in similar products, nor has it been disclosed before the application, and has fully complied with the provisions of the Patent Law and As required, I filed an application for an invention patent in accordance with the law, urged to be granted an examination, and granted the patent.
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| US11703457B2 (en) | 2020-12-29 | 2023-07-18 | Industrial Technology Research Institute | Structure diagnosis system and structure diagnosis method |
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| TWI706335B (en) | 2019-10-17 | 2020-10-01 | 國立交通大學 | Object characteristic locating device and laser and imaging integration system |
| 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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