TWI694022B - Rail three-dimensional detection system - Google Patents

Rail three-dimensional detection system Download PDF

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TWI694022B
TWI694022B TW107106700A TW107106700A TWI694022B TW I694022 B TWI694022 B TW I694022B TW 107106700 A TW107106700 A TW 107106700A TW 107106700 A TW107106700 A TW 107106700A TW I694022 B TWI694022 B TW I694022B
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rail
track
detection
positioning
dimensional
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TW107106700A
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TW201936431A (en
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趙鳴
龔皇光
黃柏文
田坤國
王進猷
王建智
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正修學校財團法人正修科技大學
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Abstract

This invention relates to a rail three-dimensional detection system, which is provided with a rail detection device, a positioning device and a control processing device arranged on the shock-absorbing rail vehicle to improve the stability and accuracy of the rail defect detection work. Said rail vehicle has a bracket, the rail detection device is extended outwardly to the outside of the rail vehicle and located above one side of the rail. Said rail detection device is provided with a base which is parallel to the rail, the base is set with a stereoscopic camera, a feature pattern projection device and a laser detector to build the rail 3D information. In this way, by comparing different periods of data to find the rail defects and sent alarm, the inspectors can quickly troubleshooting to ensure the safety of rail transit, and can reduce the time required for rail testing and costs.

Description

軌道立體檢測系統Orbital stereo detection system

本發明係為一種軌道立體檢測系統,尤指一種利用3D重建技術、瑕疵檢測技術及複合式定位技術,以進行軌道之鋼軌精密疵瑕檢測及安全警示之軌道檢測系統。 The invention is a track three-dimensional detection system, in particular a track detection system that uses 3D reconstruction technology, defect detection technology and compound positioning technology to perform precise steel rail defect detection and safety warning.

按,目前常見的軌道運輸系統(例如火車、電車或捷運)皆具有大量運輸及安全可靠等優點,在軌道設備中,軌道是最重要的組成部件,其係直接承受列車載荷並引導車輪運行。其中,軌道移動載具(又稱軌道機車)係通過輪軌間的摩擦力以傳遞驅動力和制動力,而輪軌間的摩擦則會導致軌道磨耗的產生;隨著軌道機車的高速、重載、高密度運行,軌道的磨耗就會快速度的增加,特別是軌道之小半徑曲線內側面的磨耗尤為嚴重,該小半徑曲線內側面的存在,一方面限制了列車的運作速度,同時也加劇了輪軌之間的相互磨耗,而軌道的磨損狀況與其狀態的好壞將會直接影響列車的行駛安全與操作穩定度(例如行駛速度、平穩狀況和不間斷運行等)。因此,加強對軌道磨耗的監測及維修,對於提高軌道運輸系統的安全性與舒適性具有十分重要的意義。 According to press, the current common rail transportation systems (such as trains, trams or MRT) have the advantages of mass transportation, safety and reliability. In rail equipment, the track is the most important component, which directly bears the train load and guides the wheels to run . Among them, the rail moving vehicle (also known as rail locomotive) is to transmit driving force and braking force through the friction between the wheels and rails, and the friction between the wheels and rails will cause the occurrence of rail wear; with the high speed, heavy load, With high-density operation, the wear of the track will increase rapidly, especially the wear of the inner side of the small radius curve of the track is particularly serious. The existence of the inner side of the small radius curve, on the one hand, limits the operating speed of the train, but also intensifies The mutual wear between wheels and rails, and the wear and tear of the rails and their condition will directly affect the train's driving safety and operational stability (such as driving speed, smooth conditions and uninterrupted operation, etc.). Therefore, strengthening the monitoring and maintenance of rail wear is of great significance for improving the safety and comfort of rail transportation systems.

當前,軌道工務日常養護維修作業中,對軌道磨耗的檢查週期為每季度一次,其測量項目為人工軌道側面磨耗檢測、軌道頂面磨耗檢測以及軌道總磨耗檢測。其中,軌道磨耗的檢測方法,係包括目測、尺規類工具量測與數位化儀器量測等方法;而軌道磨耗的檢測技術則包括接觸卡具測量、渦流檢測、光學三角測量等技術。由於軌道工務日常養護維修之作業內容非常多(包括軌道路線的淨空檢查、鋼軌瑕疵檢查、扣件瑕疵檢查、道岔瑕疵檢查、軌枕瑕疵檢查、軌床瑕疵檢查、第三軌瑕疵檢查、道碴細部瑕疵檢查、或其它軌道週遭環境之瑕疵檢查),因此檢測人員都不會針對軌道的使用狀態做仔細檢測,其中,就鋼軌瑕疵檢查的部分,除了記錄鋼軌長度及深度之磨損變化,亦需針對鋼軌是否有片狀剝落、裂紋、波狀磨耗、髮絲細紋等瑕疵現象進行檢測,如此才可確保鋼軌的使用安全。 At present, in the routine maintenance and repair operations of rail works, the inspection cycle of rail wear is once every quarter, and its measurement items are manual rail side wear detection, rail top wear detection and total rail wear detection. Among them, the detection method of rail wear includes visual inspection, measurement of ruler-type tools and digital instrument measurement, etc.; and the detection technology of rail wear includes contact fixture measurement, eddy current detection, optical triangulation and other technologies. Due to the large number of daily maintenance and repair operations of rail works (including clearance inspection of rail routes, rail defect inspection, fastener defect inspection, turnout defect inspection, sleeper defect inspection, rail bed defect inspection, third rail defect inspection, ballast detail Defect inspection, or other defects inspection of the surrounding environment of the rail), so the inspection personnel will not carefully check the use status of the rail. Among them, the part of the rail defect inspection, in addition to recording the wear and tear changes of the rail length and depth, also need to be targeted The rails are inspected for defects such as flaking, cracks, wavy wear, hairline and fine lines to ensure the safety of the rails.

再者,雖然人工檢測的優點是直觀和簡單,但是其檢測的結果往往取決於檢測工人的態度和儀器使用的方法與經驗,因此人工檢測存在著檢測效率低、時間花費較長、工作量大、檢測成本高、檢測精度不高、漏檢可能性高等諸多問題,且軌道檢查的時間皆在深夜進行,如此大規模長距離的反覆檢測,很難保證檢測員可無失誤或無偷懶的完成檢測作業,增加額外的人為疏失風險,如此對於掌握數百人身命安全的軌道交通而言,人工檢測的品質是令人堪憂的,且檢測的成果優劣亦屬變數,故人工檢測已不能滿足目前高速化與高精確化的發展需要。 Furthermore, although the advantages of manual inspection are intuitive and simple, the results of inspection often depend on the attitude of the inspection worker and the method and experience of the instrument used. Therefore, manual inspection has low inspection efficiency, long time and heavy workload , High detection cost, low detection accuracy, high probability of missed detection, and many other issues, and the time of track inspection is carried out late at night, such a large-scale long-distance repeated inspection, it is difficult to ensure that the inspector can complete without errors or laziness Testing operations increase the risk of additional man-made negligence. For rail transportation with hundreds of lives, the quality of manual testing is worrying, and the quality of the testing is also variable, so manual testing can no longer meet the current The development needs of high speed and high precision.

為此,本案發明人,針對前述習知軌道檢查所存在的問題及缺點,積多年測量相關領域技術之研發創作經驗,而發明本案。 For this reason, the inventor of the present case has accumulated many years of R&D and creative experience in the field of measurement related technology in view of the problems and shortcomings of the aforementioned conventional track inspection, and invented the present case.

本發明之目的,係針對鋼軌的細部瑕疵檢測,提供一套高效率、高精度,且能自動進行軌道檢測及警示的軌道立體檢測系統,該軌道立體檢測系統能自動採集線路的資料,通過對資料的處理、分析和智慧路線判斷,以紀錄路線所有位置之相關數據,並透過比對歷史數據,繪製趨勢圖等功能,供檢驗人員確實掌握軌道在所有位置之變化狀況,以提升巡軌效率。再者,本發明係利用三維點雲技術,以進行軌道之3D重建,便於進行軌道之細部瑕疵檢查,再輔以GPS、Encoder編碼器與影像辨識之定位技術,以準確的掌握軌道的瑕疵狀態,以適時的針對發佈警示之有瑕疵的軌道進行維修及更換,確保軌道交通安全,並可降低軌道檢測所需花費的時間及成本。 The purpose of the present invention is to provide a set of high-efficiency, high-precision track stereo detection system that can automatically perform track detection and warning for the detection of detailed defects of the rail. The track stereo detection system can automatically collect the data of the line. Data processing, analysis and intelligent route judgment to record the relevant data of all positions of the route, and through the comparison of historical data, drawing trend charts and other functions, for the inspection personnel to truly grasp the change of the track at all positions to improve the efficiency of the patrol track . In addition, the present invention uses 3D point cloud technology to perform 3D reconstruction of the track, which is convenient for detailed defect detection of the track, and is supplemented by positioning technologies such as GPS, Encoder encoder and image recognition to accurately grasp the defect status of the track , In order to timely repair and replace the defective rails issued warnings to ensure the safety of rail traffic, and can reduce the time and cost of rail testing.

為達前述目的,本發明之軌道立體檢測系統,至少包含一動力軌道載具,該軌道載具於兩側分別設置第一移動裝置與第二移動裝置;前述軌道載具係設置支架,並於支架設置軌道檢測裝置,該軌道檢測裝置係向外延伸設置於軌道載具之外部,並位於軌道之鋼軌的上方位置,如此軌道檢測裝置即可自鋼軌的上方進行鋼軌之檢測作業;前述軌道檢測裝置係設置一與軌道之鋼軌互相平行之基座,並於基座設置立體攝相機、特徵圖案投射裝置與雷射檢測器;前述軌道載具係設置一定位裝置,以進行軌道載具之定位並記錄各量測點的位置;前述軌道載具係設置控制處理裝置,該控制處理裝置係與軌道載具上之所有電子設備電性連接,以利用控制處理裝置進行各裝置及模組之運算、操控、警報、數據儲存及數據傳輸等作業,使軌道載具上之所有電子設備皆可達到自動檢測之目的。 In order to achieve the foregoing purpose, the track stereoscopic detection system of the present invention includes at least one power track carrier, which is provided with a first moving device and a second moving device on both sides; the track carrier is provided with a bracket, and The bracket is provided with a track detection device which extends outwards from the track carrier and is located above the rail of the track, so that the track detection device can perform the rail detection operation from above the rail; the aforementioned rail detection The device is provided with a base parallel to the rails of the track, and a stereo camera, a feature pattern projection device and a laser detector are provided on the base; the track carrier is provided with a positioning device for positioning the track carrier And record the position of each measuring point; the aforementioned track vehicle is provided with a control processing device which is electrically connected to all electronic equipment on the track vehicle to use the control processing device to perform calculations of each device and module , Control, alarm, data storage and data transmission, so that all electronic equipment on the rail vehicle can achieve the purpose of automatic detection.

本發明之軌道立體檢測系統,其中前述基座係設置延伸支架,該延伸支架係與前述基座互相垂直設置,且前述立體攝相機、特徵圖案投射裝置與雷射檢測器係設置於該延伸支架上,使軌道檢裝置得進行鋼軌之多視角檢測。前述延伸支架得為L形支架、ㄇ形支架或弧形支架,並於該延伸支架上設置複數組立體攝相機與特徵圖案投射裝置;前述延伸支架亦得為一軌道式支架結構,並於該延伸支架上方設置一軌道車,前述立體攝相機與特徵圖案投射裝置係搭載於該軌道車上,以利用該軌道車之定點移動進行多視角檢測。 In the track stereoscopic detection system of the present invention, the base is provided with an extension bracket, the extension bracket and the base are perpendicular to each other, and the stereo camera, the characteristic pattern projection device, and the laser detector are provided on the extension bracket In order to enable the track inspection device to perform multi-angle inspection of the rail. The aforementioned extension bracket may be an L-shaped bracket, a ㄇ-shaped bracket or an arc-shaped bracket, and a plurality of stereo cameras and a feature pattern projection device are provided on the extension bracket; the aforementioned extension bracket may also be a rail-type bracket structure, and A rail car is provided above the extension bracket, and the aforementioned stereo camera and the feature pattern projection device are mounted on the rail car to utilize the fixed-point movement of the rail car for multi-angle detection.

本發明之軌道立體檢測系統,其中前述第一移動裝置與第二移動裝置係分別設置複數行走輪與複數輔助輪,該行走輪係設置於軌道之鋼軌上方,並為一避震輪結構,以避免軌道之高低差變化造成軌道載具之晃動;前述輔助輪係設置於軌道之鋼軌內側,以利用輔助輪輔助行走輪穩固的在軌道上行走,並防止行走輪脫離軌道鋼軌。前述第一移動裝置與第二移動裝置之間係設置彈性緩衝裝置,以利用該彈性緩衝裝置之彈性伸縮功能使第一移動裝置與第二移動裝置之輔助輪得以穩固的抵頂軌道鋼軌之內側,避免第一移動裝置與第二移動裝置之行走輪因軌道鋼軌之彎曲變形而產生晃動,影響設備安全與量測結果。 The track three-dimensional detection system of the present invention, wherein the first moving device and the second moving device are respectively provided with a plurality of walking wheels and a plurality of auxiliary wheels. The walking wheels are arranged above the steel rails of the track and are a shock-absorbing wheel structure to To avoid the sway of the track vehicle caused by the change in the height of the track; the aforementioned auxiliary wheels are arranged inside the rails of the track to use the auxiliary wheels to assist the walking wheel to walk on the track firmly and prevent the walking wheel from escaping from the rail. An elastic buffer device is provided between the first mobile device and the second mobile device to utilize the elastic expansion and contraction function of the elastic buffer device so that the auxiliary wheels of the first mobile device and the second mobile device can be firmly pressed against the inner side of the rail rail To prevent the walking wheels of the first mobile device and the second mobile device from shaking due to the bending deformation of the rail steel rail, which affects the safety of the equipment and the measurement results.

本發明之軌道立體檢測系統,其中前述定位裝置係由編碼器、GPS定位模組、影像測距定位模組之至少一定位模組所組成,使用者得依據環境條件來選擇適當的定位模組或複合式定位模組。 In the track stereoscopic detection system of the present invention, the aforementioned positioning device is composed of at least one positioning module of an encoder, a GPS positioning module, and an image ranging positioning module. The user may select an appropriate positioning module according to environmental conditions Or composite positioning module.

1:軌道載具 1: Orbital vehicle

10:第一移動裝置 10: First mobile device

100:行走輪 100: walking wheel

101:輔助輪 101: auxiliary wheel

11:第二移動裝置 11: Second mobile device

110:行走輪 110: walking wheel

111:輔助輪 111: auxiliary wheel

12:彈性緩衝裝置 12: Elastic cushioning device

120:伸縮桿 120: Telescopic pole

121:彈簧 121: Spring

13:支架 13: Bracket

14:軌道檢測裝置 14: Track detection device

140:基座 140: Dock

141:立體攝相機 141: Stereo camera

142:特徵圖案投射裝置 142: Feature pattern projection device

143:雷射檢測器 143: Laser detector

144:延伸支架 144: Extension bracket

145:軌道車 145: Railcar

15:環繞式檢測裝置 15: Surround detection device

16:定位裝置 16: Positioning device

17:控制處理裝置 17: control processing device

A:軌道 A: track

A1:鋼軌 A1: Steel rail

圖1是本發明之實施例(一)之使用裝態立體圖。 FIG. 1 is a perspective view of an installed state of an embodiment (1) of the present invention.

圖2是本發明之實施例(一)之俯視圖。 2 is a top view of the embodiment (1) of the present invention.

圖3是本發明之實施例(一)之側視圖。 Fig. 3 is a side view of the embodiment (1) of the present invention.

圖4是圖3之A-A剖視圖。 4 is a cross-sectional view taken along line A-A of FIG. 3.

圖5是本發明之實施例(二)之使用裝態示意圖。 FIG. 5 is a schematic diagram of the installed state of the embodiment (2) of the present invention.

圖6是本發明之L形延伸支架之視意圖。 6 is a schematic view of the L-shaped extension bracket of the present invention.

圖7是本發明之ㄇ形延伸支架之視意圖。 Fig. 7 is a schematic view of the "shaped extension bracket" of the present invention.

圖8是本發明之軌道式延伸支架之視意圖。 FIG. 8 is a schematic view of the rail-type extension bracket of the present invention.

圖9是本發明之實施例(一)之使用裝態前視圖。 Fig. 9 is a front view of the installed state of the embodiment (1) of the present invention.

圖10是本發明之設置有避震輪結構之軌道載具之實施例(一)。 FIG. 10 is an embodiment (1) of the track carrier provided with the suspension wheel structure of the present invention.

圖11是本發明之設置有避震輪結構之軌道載具之實施例(二)。 FIG. 11 is an embodiment (2) of the track carrier provided with the suspension wheel structure of the present invention.

圖12是本發明之設置有避震輪結構之軌道載具之實施例(三)。 12 is an embodiment (3) of the track carrier provided with the suspension wheel structure of the present invention.

圖13是本發明之設置有避震輪結構之軌道載具之實施例(四)。 13 is an embodiment (four) of the track carrier provided with the suspension wheel structure of the present invention.

圖14是本發明之軌道檢測裝置同時設置有立體攝相機、特徵圖案投射裝置與雷射檢測器之示意圖。 14 is a schematic diagram of the track detection device of the present invention provided with a stereo camera, a feature pattern projection device and a laser detector.

圖15是本發明之軌道載具設置有環繞式檢測裝置之示意圖。 15 is a schematic diagram of the track carrier of the present invention provided with a wraparound detection device.

圖16是本發明之軌道立體檢測系統之施作流程圖。 FIG. 16 is an implementation flowchart of the track stereo detection system of the present invention.

圖17是本發明之鋼軌立體影像之建構流程圖。 17 is a flowchart of the construction of the three-dimensional image of the rail of the present invention.

為了更進一步了解本發明,該最佳之軌道立體檢測系統之實施方式如圖式1~17所示,至少包含: 軌道載具1,係為一動力移動設備,並架設於軌道A之兩側鋼軌A1上方,前述軌道載具1於兩側分別設置第一移動裝置10與第二移動裝置11,該第一移動裝置10與第二移動裝置11係分別設置複數行走輪100、110與複數輔助輪101、111,該行走輪100、110係設置於軌道A之鋼軌A1上方,並得為一避震輪結構,該避震輪結構得為如圖10~13所示之各種態樣之避震輪結構,端視使用需求而定,以避免軌道A之高低差變化造成軌道載具1之晃動;其中,圖10係為獨立式避震輪結構,圖11係為樞軸式避震輪結構,圖12係為具有夾輪之避震輪結構,圖13係為具有彈性緩衝結構之避震輪結構,使軌道載具1之支架13可設置於該彈性緩衝結構上,達到軌道檢測裝置14防震的效果。前述輔助輪101、111係設置於軌道A之鋼軌A1內側,以利用輔助輪101、111輔助行走輪100、110穩固的在軌道A上行走,並防止行走輪100、110脫離軌道A鋼軌A1。前述輔助輪101、111得為包裹陶瓷之耐磨輪,以增加輔助輪的結構強度及耐用性。 In order to further understand the present invention, the best implementation of the orbital stereoscopic detection system is shown in Figures 1-17, and includes at least: The track carrier 1 is a power mobile device and is erected above the rails A1 on both sides of the track A. The track carrier 1 is respectively provided with a first moving device 10 and a second moving device 11 on both sides. The device 10 and the second moving device 11 are respectively provided with a plurality of walking wheels 100, 110 and a plurality of auxiliary wheels 101, 111. The walking wheels 100, 110 are arranged above the rail A1 of the track A, and have a suspension wheel structure. The suspension wheel structure must be of various shapes as shown in FIGS. 10-13, depending on the use requirements, to avoid the fluctuation of the track A caused by the change in the height of the track A; The 10 series is an independent suspension wheel structure, FIG. 11 is a pivot type suspension wheel structure, FIG. 12 is a suspension wheel structure with a pinch wheel, and FIG. 13 is a suspension wheel structure with an elastic buffer structure, so that The bracket 13 of the rail carrier 1 can be disposed on the elastic buffer structure to achieve the anti-vibration effect of the rail detection device 14. The aforementioned auxiliary wheels 101 and 111 are arranged inside the rail A1 of the track A to assist the walking wheels 100 and 110 to steadily travel on the track A and prevent the walking wheels 100 and 110 from disengaging from the rail A rail A1. The aforementioned auxiliary wheels 101 and 111 may be wear-resistant wheels wrapped with ceramics to increase the structural strength and durability of the auxiliary wheels.

前述第一移動裝置10與第二移動裝置11之間係設置彈性緩衝裝置12,以利用該彈性緩衝裝置12之彈性伸縮功能使第一移動裝置10與第二移動裝置11之輔助輪101、111得以穩固的抵頂軌道A鋼軌A1之內側,避免第一移動裝置10與第二移動裝置11之行走輪100、110因軌道A鋼軌A1之彎曲變形而產生晃動,影響設備安全與量測結果。前述彈性緩衝裝置12得於第一移動裝置10與第二移動裝置11之間設置伸縮桿120,並於伸縮桿120設置彈簧121,使彈性緩衝裝置12可達到彈性伸縮之功效。 An elastic buffer device 12 is provided between the first mobile device 10 and the second mobile device 11 to utilize the elastic expansion and contraction function of the elastic buffer device 12 to make the auxiliary wheels 101 and 111 of the first mobile device 10 and the second mobile device 11 The inside of the rail A1 of the rail A can be firmly pressed against the running wheels 100 and 110 of the first mobile device 10 and the second mobile device 11 due to the bending deformation of the rail A rail A1, which affects the safety of the equipment and the measurement results. The elastic buffer device 12 can be provided with a telescopic rod 120 between the first mobile device 10 and the second mobile device 11, and a spring 121 is provided on the telescopic rod 120, so that the elastic buffer device 12 can achieve the effect of elastic expansion and contraction.

前述軌道載具1係設置支架13,並於支架13設置軌道檢測裝置14,該軌道檢測裝置14係向外延伸設置於軌道載具1之外部,並位於軌道A之 鋼軌A1的上方位置,如此軌道檢測裝置14即可自鋼軌A1的上方進行鋼軌A1之檢測作業;前述軌道檢測裝置14得設置兩組,該兩組軌道檢測裝置14係分別設置於軌道A之兩鋼軌A1上方位置(如圖5所示)。 The aforementioned rail carrier 1 is provided with a bracket 13, and a rail detection device 14 is provided on the bracket 13. The rail detection device 14 extends outward from the rail carrier 1 and is located on the rail A The position above the rail A1, so that the track detection device 14 can perform the detection operation of the rail A1 from above the rail A1; the track detection device 14 may be provided with two sets, and the two sets of track detection devices 14 are respectively provided on two of the track A Above the rail A1 (as shown in Figure 5).

前述軌道檢測裝置14係設置一與軌道A之鋼軌A1互相平行之基座140,並於基座140設置立體攝相機141與特徵圖案投射裝置142,該軌道檢測裝置14得增設雷射檢測器143以增加立體影像之精確度(如圖14所示)。 The aforementioned track detection device 14 is provided with a base 140 parallel to the rail A1 of the track A, and a stereo camera 141 and a characteristic pattern projection device 142 are provided on the base 140. The track detection device 14 may be provided with a laser detector 143 To increase the accuracy of the stereoscopic image (as shown in Figure 14).

如圖6至8所示,前述基座140得設置延伸支架144,該延伸支架144係與前述基座140互相垂直設置,且前述立體攝相機141、特徵圖案投射裝置142與雷射檢測器143係設置於該延伸支架144上,使軌道檢裝置14得進行鋼軌A1之多視角檢測。前述延伸支架144得為L形支架(如圖6所示)、ㄇ形支架(如圖7所示)或弧形支架,以於該等支架上設置複數組立體攝相機141、特徵圖案投射裝置142與雷射檢測器143,達到多視角檢測之功效;前述延伸支架144亦得為一軌道式支架結構,並於該軌道式支架結構上方設置一軌道車145,使前述立體攝相機141、特徵圖案投射裝置142與雷射檢測器143得搭載於該軌道車上,利用該軌道車145之定點移動以進行多視角檢測(如圖8所示);其中,前述L形支架、ㄇ形支架或弧形支架之優點在於檢測穩定度高且快速,但其設置成本較高,而軌道式支架結構之優點在於可節省立體攝相機141與雷射檢測器143之設置成本,但其檢測穩定度容易受到軌道車145之影響而產生誤差,且其檢測速度較慢,故使用者可依其條件及需求來設置適當的延伸支架144。 As shown in FIGS. 6 to 8, the base 140 must be provided with an extension bracket 144 that is perpendicular to the base 140, and the stereo camera 141, the characteristic pattern projection device 142 and the laser detector 143 It is installed on the extension bracket 144, so that the rail inspection device 14 can perform multi-angle inspection of the rail A1. The aforementioned extension bracket 144 may be an L-shaped bracket (as shown in FIG. 6), a ㄇ-shaped bracket (as shown in FIG. 7), or an arc-shaped bracket, on which multiple complex stereo cameras 141 and feature pattern projection devices are provided 142 and laser detector 143 achieve the effect of multi-angle detection; the aforementioned extension bracket 144 also needs to be a rail-type bracket structure, and a rail car 145 is provided above the rail-type bracket structure, so that the aforementioned stereo camera 141, features The pattern projection device 142 and the laser detector 143 must be mounted on the rail car, and the fixed point movement of the rail car 145 is used to perform multi-angle detection (as shown in FIG. 8); wherein, the aforementioned L-shaped bracket, ㄇ-shaped bracket or The advantage of the curved bracket is that the detection stability is high and fast, but its installation cost is high, and the advantage of the rail bracket structure is that it can save the installation cost of the stereo camera 141 and the laser detector 143, but its detection stability is easy An error is generated due to the influence of the rail car 145, and its detection speed is slow, so the user can set an appropriate extension bracket 144 according to their conditions and needs.

如圖15所示,前述軌道載具1得於前述支架13設置環繞式檢測裝置15,以輔助軌道立體檢測系統進行軌道及其週遭相關設備之檢測及警示(例如軌道路線的淨空檢查、扣件瑕疵檢查、道岔瑕疵檢查、軌枕瑕疵檢查、軌床 瑕疵檢查、第三軌瑕疵檢查、道碴細部瑕疵檢查、或其它軌道週遭環境之瑕疵檢查)。 As shown in FIG. 15, the track carrier 1 can be provided with a wrap-around detection device 15 on the bracket 13 to assist the track stereoscopic detection system in detecting and warning the track and related equipment around it (such as clearance check of track routes, fasteners) Defect inspection, turnout defect inspection, sleeper defect inspection, rail bed Defect inspection, third rail defect inspection, ballast detail inspection, or other surrounding environment defects inspection).

前述軌道載具1係設置一定位裝置16,以進行軌道載具1之定位並記錄各量測點的位置。前述定位裝置係由編碼器、GPS定位模組、影像測距定位模組之至少一定位模組所組成;前述編碼器可提供測量過程中軌道載具1沿著軌道移動的距離的測量,並將量測的距離與軌道檢測裝置14進行同步,以定位出每一檢測點的位置,該編碼器之距離測量雖然非常準確,但是編碼器之測量距離經常會與軌道實際標示之位置有誤差;而GPS的定位雖然快速準確,但其會受到環境遮避之影響或訊號之干擾而無法進行定位;影像測距定位模組是最為穩定且準確的定位模組,但其存在有作為辨識用之特徵路標因毀損而無法進行定位之問題。因此,使用者可依據環境條件來選擇適當的定位模組或複合式定位模組,當使用複合式定位模組時,即可依照各定位模組之定位數據來互相作為定位修正參考的依據,並修正實際座標位置,以克服各定位模組之缺點,並準確的定位出有瑕疵的位置,且無論軌道經過大城市、高架道路、隧道、室內、有遮避物的空間或山區等地區皆可輕鬆且準確的完成定位,方便維修人員快速的找到瑕疵位置並進行維修或障礙排除。 The aforementioned track carrier 1 is provided with a positioning device 16 for positioning the track carrier 1 and recording the position of each measurement point. The aforementioned positioning device is composed of at least one positioning module of an encoder, a GPS positioning module, and an image ranging and positioning module; the aforementioned encoder can provide the measurement of the distance that the track carrier 1 moves along the track during the measurement process, and Synchronize the measured distance with the track detection device 14 to locate the position of each detection point. Although the distance measurement of the encoder is very accurate, the measured distance of the encoder often differs from the actual position of the track; Although the GPS positioning is fast and accurate, it will be unable to be positioned due to the influence of environmental occlusion or signal interference; the image ranging positioning module is the most stable and accurate positioning module, but its existence is used for identification The problem that the feature road sign cannot be located due to damage. Therefore, the user can select the appropriate positioning module or compound positioning module according to the environmental conditions. When using the compound positioning module, the positioning data of each positioning module can be used as the basis for positioning correction reference to each other. And correct the actual coordinate position to overcome the shortcomings of each positioning module, and accurately locate the defective position, and whether the track passes through a large city, elevated road, tunnel, indoor, sheltered space or mountain area The positioning can be completed easily and accurately, and it is convenient for the maintenance personnel to quickly find the location of the defect and perform maintenance or troubleshooting.

前述軌道載具1係設置控制處理裝置17,該控制處理裝置17係與軌道載具1上之所有電子設備電性連接,以利用控制處理裝置17進行各裝置及模組之運算、操控、警報、數據儲存及數據傳輸等作業,使軌道載具1上之所有電子設備皆可達到自動檢測之目的。前述控制處理裝置17得設置無線傳輸設備,使該軌道立體檢測系統得於遠端進行監控及操作,並可將量測之結果、瑕疵比對之結果及警報通知回傳到控制中心,方便使用者進行即時監控作業。 The aforementioned rail vehicle 1 is provided with a control processing device 17 which is electrically connected to all electronic equipment on the rail vehicle 1 to use the control processing device 17 to perform calculation, control and alarm of each device and module , Data storage and data transmission, so that all electronic equipment on the track carrier 1 can achieve the purpose of automatic detection. The aforementioned control processing device 17 must be provided with a wireless transmission device, so that the orbital stereo detection system can be monitored and operated at a remote location, and the measurement results, defect comparison results, and alarm notifications can be returned to the control center for easy use. Perform real-time monitoring operations.

如圖16所示,本發明之軌道立體檢測系統之施作流程係透過控制處理裝置17操控軌道載具1進行分段移動,使軌道檢測裝置14可沿著軌道A分段建構資料,再透過控制處理裝置17之運算模組拼接出鋼軌A1之立體影像;當完成鋼軌A1之立體建模後,即可利用控制處理裝置17之瑕疵檢測模組進行鋼軌A1變化之檢測,該瑕疵檢測模組係透過鋼軌A1之前後數據進行比對以尋找瑕疵,其可透過已有之不同時期鋼軌A1之三維點雲資料進行同位置之比對,並分析得出鋼軌A1之立體架構變化,以判斷是否有瑕疵產生;且該瑕疵檢測模組亦可將立體攝相機141所拍攝的影像套疊到立體模型中,以還原出鋼軌A1之真實立體模型,使瑕疵檢測模組可透過不同時期之影像比對以尋找其它更細微的瑕疵;之後即可將各數據及瑕疵檢測之結果回報給監控人員或發出警報,使檢測人員可作進一步之判讀或是直接派遣維修人員到有問題的位置進行維修及障礙排除。 As shown in FIG. 16, the implementation process of the track stereoscopic detection system of the present invention is to control the track carrier 1 to move in sections through the control processing device 17, so that the track detection device 14 can construct data along the track A in sections, and then pass through The operation module of the control processing device 17 splices the three-dimensional image of the rail A1; after the three-dimensional modeling of the rail A1 is completed, the defect detection module of the control processing device 17 can be used to detect the change of the rail A1. The defect detection module By comparing the data before and after the rail A1 to find defects, it can compare the same position through the existing three-dimensional point cloud data of the rail A1 at different periods, and analyze the three-dimensional structure changes of the rail A1 to determine whether There are defects; and the defect detection module can also overlay the images taken by the stereo camera 141 into the stereo model to restore the real stereo model of the rail A1, so that the defect detection module can pass the image ratio of different periods In order to find other more subtle defects; afterwards, you can report the data and the results of defect detection to the monitoring personnel or issue an alarm, so that the inspection personnel can make further interpretation or directly send maintenance personnel to the problematic location for repair and Obstacle removal.

前述鋼軌A1之立體影像之建構流程如圖17所示,當程式開始執行時係先進行特徵投影,即透過特徵圖案投射裝置142投射特徵圖案於軌道上。再擷取多重重疊影像,即利用軌道檢測裝置14之立體攝相機141進行連續性不同視角之重疊影像擷取,以取得多張相鄰且重疊的影像,根據發明人實驗結果得知,每一影像與相鄰影像必需重疊至少60%以上方可準確的建構出立體模型。再進行圖像特徵偵測並做出特徵點對應,找出對應之間的基礎矩陣,以建立圖像之間的匹配關係,即先通過單張圖像分析,得到一個局部軌道模型以及局部相機參數,然後以此具有特徵圖案引入一個基於有向圖的幾何,可以快速進行軌道鋼軌圖像之間的匹配、排序,計算出一個分段軌道模型以及圖像的初始相機參數(包括鏡頭焦距、失真等相機內部參數括,與數位相機座標對於絕 對座標的位置和方向等相機外部參數)。再利用運動求得結構,以電腦視覺技術,從影像中計算出立體攝相機141之位置與鋼軌A1位置之間的關係,計算出鋼軌A1之三維資訊。再建置出多視角立體視覺(Multi-View Stereo,簡稱MVS),其係經由立體攝相機141所擷取到的影像,利用運動求得結構從不同角度的多幅圖像計算鋼軌A1之三維資訊,通過圖像之間的特徵匹配或區域相似性匹配,建構鋼軌A1密集的三維點雲資料。之後即可重建鋼軌A1之三維模型,以量測鋼軌A1整體尺寸,若環繞式檢裝置14係設置有雷射檢測器143,即可提升鋼軌A1整體尺寸之精準度。最後再進行點雲資料處理,透過輸入控制點之點座標以求得鋼軌A1三維絕對座標,再進行座標糾正及點雲資料的雜訊濾除,數據分割,以完成鋼軌A1之立體建模。前述運動求得結構的理論基礎是透視投影幾何原理,即透過導入一個透視投影模型以建立三維和二維之間的關係。上述透過重疊之二維圖像以建構出三維點雲之立體影像技術之建置原理及其計算方法為習知技術(例如R.Hartley and A.Zisserman.Multiple View Geometry in Computer Vision.Cambridge University Press.2003.或一般電腦視覺教科書皆有相關理論之說明),故在此不加以贅述。 The construction process of the aforementioned three-dimensional image of the rail A1 is shown in FIG. 17. When the program starts to execute, feature projection is first performed, that is, the feature pattern is projected on the track through the feature pattern projection device 142. Then capture multiple overlapping images, that is, use the stereo camera 141 of the track detection device 14 to perform continuous overlapping image capture of different angles of view to obtain multiple adjacent and overlapping images. According to the experimental results of the inventor, each image and Adjacent images must overlap by at least 60% to accurately construct a three-dimensional model. Then perform image feature detection and make feature point correspondences, find out the basic matrix between the correspondences, to establish the matching relationship between the images, that is, through a single image analysis, a local orbit model and a local camera are obtained Parameters, and then use this feature pattern to introduce a geometry based on directed graph, which can quickly match and sort the rail rail images, calculate a segmented rail model and the initial camera parameters of the image (including lens focal length, Distortion and other camera internal parameters are included, which are incompatible with digital camera coordinates (The external parameters of the camera such as the position and orientation of the coordinates). Then use motion to find the structure, and use computer vision technology to calculate the relationship between the position of the stereo camera 141 and the position of the rail A1 from the image to calculate the three-dimensional information of the rail A1. Then, Multi-View Stereo (MVS) is built, which is the image captured by the stereo camera 141, which uses motion to obtain the structure to calculate the three-dimensional information of the rail A1 from multiple images of different angles. , Through feature matching or regional similarity matching between images, construct dense three-dimensional point cloud data of rail A1. Afterwards, the three-dimensional model of the rail A1 can be reconstructed to measure the overall size of the rail A1. If the surround inspection device 14 is provided with a laser detector 143, the accuracy of the overall size of the rail A1 can be improved. Finally, point cloud data processing is performed, and the three-dimensional absolute coordinates of the rail A1 are obtained by inputting the point coordinates of the control point, and then the coordinate correction, noise filtering of the point cloud data, and data segmentation are performed to complete the three-dimensional modeling of the rail A1. The theoretical basis for the structure obtained by the aforementioned motion is the geometric principle of perspective projection, that is, by introducing a perspective projection model to establish the relationship between 3D and 2D. The construction principle and calculation method of the three-dimensional image technology that constructs a three-dimensional point cloud through overlapping two-dimensional images are conventional technologies (e.g. R. Hartley and A. Zisserman. Multiple View Geometry in Computer Vision. Cambridge University Press .2003. or general computer vision textbooks have relevant theoretical explanations), so I will not repeat them here.

由於軌道之鋼軌表面特徵因常為單調顏色,而造成在嵌接影像時必然會遇到識別性能下降之問題;因此,為使立體分析之結果具有更高的準確度,本發明利用特徵圖案投射裝置142,透過雷射光束及投射點狀等特徵,以提供足夠多的特徵於鋼軌A1上,讓攝像機由相鄰的影像與相鄰的重疊影像間可辨識出相同的特徵點,並建構出具有高精確度之軌道三維尺寸;從實驗結果來看,本發明所使用的演算法可避免鋼軌A1因局部相似性引起的特徵匹配錯誤,而且極大地減少了運動求得結構的計算時間。 Because the surface characteristics of the rails are usually monotonous, the problem of reduced recognition performance will be encountered when embedding images; therefore, in order to make the results of the three-dimensional analysis with higher accuracy, the present invention uses feature pattern projection Device 142 uses laser beams and projected dots to provide enough features on the rail A1, so that the camera can identify the same feature points from adjacent images and adjacent overlapping images and construct The three-dimensional dimension of the track with high accuracy; from the experimental results, the algorithm used in the present invention can avoid the feature matching error caused by the local similarity of the rail A1, and greatly reduce the calculation time of the structure obtained by the motion.

前述雷射檢測器143係配合馬達旋轉發出的紅外線雷射,採用調制脈沖方式驅動量測,可以實現在2D平面的範圍內進行360°全方位掃描軌道斷面。該雷射檢測器143係測量距離到周圍的物體在極(角)座標。掃描器的每一次電弧滑動都會在極座標下產生一組多點距離測量。在從多個掃描器獲取資料集之後,使用一個均方距離族演算法對它們進行組合和對齊。該演算法對資料集的相對極座標(長度和角度值)、相對位置和攝像機之間的距離等參數進行調整。前述由立體攝相機141所量測之斷面點雲資料再輔以雷射檢測器143所量測之高準確度之軌道的三維尺寸,即可提升軌道量測資料的準確度。 The aforementioned laser detector 143 cooperates with the infrared laser emitted by the rotation of the motor, and uses the modulation pulse method to drive the measurement, which can realize 360° omnidirectional scanning of the orbital cross section within the range of the 2D plane. The laser detector 143 measures the distance to the polar (angle) coordinates of surrounding objects. Each arc glide of the scanner produces a set of multi-point distance measurements under polar coordinates. After acquiring data sets from multiple scanners, they are combined and aligned using a mean square distance algorithm. The algorithm adjusts parameters such as relative polar coordinates (length and angle values), relative position and distance between cameras of the data set. The aforementioned cross-point point cloud data measured by the stereo camera 141 is supplemented by the high-accuracy three-dimensional size of the orbit measured by the laser detector 143, which can improve the accuracy of the orbit measurement data.

如此,本發明之軌道立體檢測系統藉由軌道載具1之創新結構以提升軌道瑕疵檢測之穩定度及準確度,再輔以軌道檢測裝置14、定位裝置16與控制處理裝置17,以進行鋼軌之3D重建,透過不同時期之數據比對以尋找瑕疵並發出警報,供檢測人員可作進一步之判讀或是直接派遣維修人員到有問題的鋼軌位置進行維修及障礙排除,確保軌道交通安全,並可降低軌道檢測所需花費的時間及成本,為本案之組成。 In this way, the track stereoscopic detection system of the present invention uses the innovative structure of the track carrier 1 to improve the stability and accuracy of the track defect detection, and is supplemented by the track detection device 14, the positioning device 16 and the control processing device 17 to carry out the steel rail 3D reconstruction, through the comparison of data in different periods to find defects and send out alarms, for inspection personnel to make further interpretation or directly send maintenance personnel to the location of the problematic rail for maintenance and troubleshooting, to ensure the safety of rail transportation, and It can reduce the time and cost of track detection, and is the composition of this case.

前述之實施例或圖式並非限定本發明之態樣或使用方式,任何所屬技術領域中具有通常知識者之適當變化或修飾,皆應視為不脫離本發明之專利範疇。 The foregoing embodiments or drawings do not limit the appearance or use of the present invention, and 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.

1‧‧‧軌道載具 1‧‧‧ Orbit vehicle

10‧‧‧第一移動裝置 10‧‧‧ First mobile device

100‧‧‧行走輪 100‧‧‧ Walking wheel

101‧‧‧輔助輪 101‧‧‧ auxiliary wheel

11‧‧‧第二移動裝置 11‧‧‧ Second mobile device

110‧‧‧行走輪 110‧‧‧ Walking wheel

111‧‧‧輔助輪 111‧‧‧ auxiliary wheel

12‧‧‧彈性緩衝裝置 12‧‧‧Elastic buffer device

120‧‧‧伸縮桿 120‧‧‧Telescopic pole

121‧‧‧彈簧 121‧‧‧Spring

13‧‧‧支架 13‧‧‧Bracket

14‧‧‧軌道檢測裝置 14‧‧‧Track detection device

140‧‧‧基座 140‧‧‧Dock

141‧‧‧立體攝相機 141‧‧‧ stereo camera

142‧‧‧特徵圖案投射裝置 142‧‧‧Characteristic pattern projection device

16‧‧‧定位裝置 16‧‧‧Positioning device

17‧‧‧控制處理裝置 17‧‧‧Control processing device

A‧‧‧軌道 A‧‧‧Orbit

A1‧‧‧鋼軌 A1‧‧‧Rail

Claims (10)

一種軌道立體檢測系統,至少包含:軌道載具,係為一動力移動設備,並架設於軌道之兩側鋼軌上方,前述軌道載具於兩側分別設置第一移動裝置與第二移動裝置;前述軌道載具係設置支架,並於支架設置軌道檢測裝置,該軌道檢測裝置係向外延伸設置於軌道載具之外部,並位於軌道之鋼軌的上方位置,如此軌道檢測裝置即可自鋼軌的上方進行鋼軌之檢測作業;前述軌道檢測裝置係設置一與軌道之鋼軌互相平行之基座,並於基座設置立體攝相機與特徵圖案投射裝置;前述軌道載具係設置一定位裝置,以進行軌道載具之定位並記錄各量測點的位置;前述軌道載具係設置控制處理裝置,該控制處理裝置係與軌道載具上之軌道檢測裝置、立體攝相機、特徵圖案投射裝置、定位裝置電性連接,以利用控制處理裝置進行軌道檢測裝置、立體攝相機、特徵圖案投射裝置、定位裝置之運算、操控、警報、數據儲存及數據傳輸等作業,使軌道載具上之所有電子設備皆可達到自動檢測之目的。 A track three-dimensional detection system includes at least: a track carrier, which is a powered mobile device, and is erected above the rails on both sides of the track. The track carrier is provided with a first moving device and a second moving device on both sides; The rail carrier is provided with a bracket, and a rail detection device is provided on the bracket. The rail detection device extends outwardly of the rail carrier and is located above the rail of the rail, so that the rail detection device can be from above the rail Carry out the inspection of the rail; the track detection device is provided with a base parallel to the rail of the track, and a stereo camera and a feature pattern projection device are provided on the base; the track carrier is provided with a positioning device for the track Positioning of the vehicle and recording the position of each measurement point; the aforementioned track vehicle is provided with a control processing device which is electrically connected to the track detection device, the stereo camera, the characteristic pattern projection device, the positioning device on the track vehicle Connectivity, to use the control processing device to perform operations, operations, alarms, data storage and data transmission of the track detection device, stereo camera, feature pattern projection device, positioning device, etc., so that all electronic equipment on the track carrier can be used To achieve the purpose of automatic detection. 根據申請專利範圍第1項所述之軌道立體檢測系統,其中前述基座係設置延伸支架,該延伸支架係與前述基座互相垂直設置,且前述立體攝相機與特徵圖案投射裝置係設置於該延伸支架上,使軌道檢裝置得進行鋼軌之多視角檢測。 The orbital stereoscopic detection system according to item 1 of the patent application scope, wherein the base is provided with an extension bracket, the extension bracket and the base are perpendicular to each other, and the stereo camera and the feature pattern projection device are provided on the The extension bracket enables the rail inspection device to perform multi-angle inspection of the rail. 根據申請專利範圍第2項所述之軌道立體檢測系統,其中前述延伸支架得為L形支架、ㄇ形支架或弧形支架,並於該延伸支架上設置複數組立體攝相機與特徵圖案投射裝置。 According to the orbital stereoscopic detection system described in item 2 of the scope of the patent application, wherein the aforementioned extension bracket can be an L-shaped bracket, a ㄇ-shaped bracket or an arc-shaped bracket, and a complex array of stereo cameras and a feature pattern projection device are provided on the extension bracket . 根據申請專利範圍第2項所述之軌道立體檢測系統,其中前述延伸支架係為一軌道式支架結構,並於該延伸支架上方設置一軌道車,前述立體攝相機與特徵圖案投射裝置係搭載於該軌道車上,以利用該軌道車之定點移動進行多視角檢測。 According to the track stereoscopic detection system described in item 2 of the patent application scope, wherein the extension bracket is a track bracket structure, and a rail car is provided above the extension bracket, the stereo camera and the feature pattern projection device are mounted on On the rail car, the fixed-point movement of the rail car is used for multi-angle detection. 根據申請專利範圍第1至4項任一項所述之軌道立體檢測系統,其中前述第一移動裝置與第二移動裝置係分別設置複數行走輪與複數輔助輪,該行走輪係設置於軌道之鋼軌上方,並為一避震輪結構,以避免軌道之高低差變化造成軌道載具之晃動;前述輔助輪係設置於軌道之鋼軌內側,以利用輔助輪輔助行走輪穩固的在軌道上行走,並防止行走輪脫離軌道鋼軌。 The track three-dimensional detection system according to any one of the items 1 to 4 of the patent application range, wherein the first moving device and the second moving device are provided with a plurality of walking wheels and a plurality of auxiliary wheels, respectively, the walking wheels are arranged on the track Above the rail, it is a shock absorber wheel structure to avoid the change of the track height caused by the sway of the track vehicle; the aforementioned auxiliary wheel system is arranged inside the rail of the track to use the auxiliary wheel to assist the walking wheel to stably walk on the track, And prevent the walking wheel from detaching from the rail steel rail. 根據申請專利範圍第1至4項任一項所述之軌道立體檢測系統,其中前述第一移動裝置與第二移動裝置之間係設置彈性緩衝裝置,以利用該彈性緩衝裝置之彈性伸縮功能使第一移動裝置與第二移動裝置之輔助輪得以穩固的抵頂軌道鋼軌之內側,避免第一移動裝置與第二移動裝置之行走輪因軌道鋼軌之彎曲變形而產生晃動,影響設備安全與量測結果。 The orbit stereo detection system according to any one of items 1 to 4 of the patent application range, wherein an elastic buffer device is provided between the first mobile device and the second mobile device to utilize the elastic expansion and contraction function of the elastic buffer device The auxiliary wheels of the first moving device and the second moving device can be firmly pressed against the inner side of the rail rail to prevent the walking wheels of the first moving device and the second moving device from shaking due to the bending deformation of the rail rail, which affects the safety and quantity of equipment测结果。 Test results. 根據申請專利範圍第6項所述之軌道立體檢測系統,其中前述彈性緩衝裝置係於第一移動裝置與第二移動裝置之間設置伸縮桿,並於伸縮桿設置彈簧,使彈性緩衝裝置可達到彈性伸縮之功效。 According to the track stereoscopic detection system described in item 6 of the patent application scope, wherein the elastic buffer device is provided with a telescopic rod between the first moving device and the second mobile device, and a spring is provided on the telescopic rod, so that the elastic buffer device can achieve The effect of elastic expansion. 根據申請專利範圍第1至4項任一項所述之軌道立體檢測系統,其中前述軌道檢測裝置係設置雷射檢測器,以增加立體影像之精確度。 The orbit stereo detection system according to any one of items 1 to 4 of the patent application range, wherein the orbit detection device is provided with a laser detector to increase the accuracy of the stereo image. 根據申請專利範圍第1至4項任一項所述之軌道立體檢測系統,其中前述定位裝置係由編碼器、GPS定位模組、影像測距定位模組之至少二定 位模組所組成之複合式定位模組,各定位模組之定位數據可互相作為定位修正參考的依據,以修正實際座標位置並克服單一定位模組之缺點。 The orbit stereo detection system according to any one of items 1 to 4 of the patent application range, wherein the positioning device is composed of at least two sets of encoders, GPS positioning modules, and image ranging positioning modules The composite positioning module composed of the positioning modules. The positioning data of each positioning module can be used as the reference for positioning correction to correct the actual coordinate position and overcome the shortcomings of a single positioning module. 根據申請專利範圍第1至4項任一項所述之軌道立體檢測系統,其中該軌道立體檢測系統之瑕疵檢測方法係透過前述控制處理裝置操控軌道載具進行分段移動,使軌道檢測裝置可沿著軌道分段建構資料,再透過控制處理裝置之運算模組拼接出鋼軌之立體影像,再利用控制處理裝置之瑕疵檢測模組進行鋼軌變化之檢測,該瑕疵檢測模組係透過鋼軌之前後數據進行比對以尋找瑕疵,並分析得出鋼軌之立體架構變化,以判斷是否有瑕疵產生;前述鋼軌之立體影像的建構方法係先進行特徵投影,將特徵圖案投射裝置之特徵圖案投射於軌道上,再擷取多重重疊影像,即利用軌道檢測裝置之立體攝相機進行連續性不同視角之重疊影像擷取,以取得多張相鄰且重疊的影像,前述每一影像與相鄰影像的重疊率係大於60%,再進行圖像特徵偵測並做出特徵點對應,找出對應之間的基礎矩陣,以建立圖像之間的匹配關係,再利用運動求得結構,以電腦視覺技術,從影像中計算出立體攝相機之位置與鋼軌位置之間的關係,計算出鋼軌之三維資訊,再建置出多視角立體視覺,其係利用運動求得結構所計算出之鋼軌之三維資訊,通過圖像之間的特徵匹配或區域相似性匹配,建構鋼軌密集的三維點雲資料,即可重建鋼軌之三維模型,以量測鋼軌整體尺寸,再進行點雲資料處理,透過輸入控制點之點座標以求得鋼軌三維絕對座標,再進行座標糾正及點雲資料的雜訊濾除,數據分割,即可完成鋼軌之立體建模。 The orbital three-dimensional detection system according to any one of the items 1 to 4 of the patent application range, wherein the defect detection method of the orbital three-dimensional detection system is to control the track carrier to move in sections through the control processing device, so that the track detection device can Construct the data along the track segments, and then stitch the three-dimensional image of the rail through the arithmetic module of the control processing device, and then use the defect detection module of the control processing device to detect the change of the rail. The defect detection module passes through the rail before and after The data is compared to find defects, and the three-dimensional structure of the rail is analyzed to determine whether there is a defect. The construction method of the three-dimensional image of the rail is to perform feature projection first, and project the feature pattern of the feature pattern projection device onto the track Then, capture multiple overlapping images, that is, use the stereo camera of the track detection device to capture continuous overlapping images of different angles of view to obtain multiple adjacent and overlapping images. The overlap rate between each image and the adjacent image is More than 60%, then perform image feature detection and make feature point correspondence, find out the basic matrix between the correspondences to establish the matching relationship between the images, and then use motion to find the structure, using computer vision technology, from Calculate the relationship between the position of the stereo camera and the rail position in the image, calculate the three-dimensional information of the rail, and then build a multi-view stereo vision, which uses motion to obtain the three-dimensional information of the rail calculated by the structure. Feature matching or regional similarity matching between images, constructing dense 3D point cloud data of the rail, you can reconstruct the 3D model of the rail to measure the overall size of the rail, and then process the point cloud data, by entering the point coordinates of the control point In order to obtain the three-dimensional absolute coordinates of the rail, coordinate correction and noise filtering of the point cloud data, and data segmentation, the three-dimensional modeling of the rail can be completed.
TW107106700A 2018-03-01 2018-03-01 Rail three-dimensional detection system TWI694022B (en)

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