WO2020147190A1 - Surveying robot-based bridge launching automatic monitoring method - Google Patents
Surveying robot-based bridge launching automatic monitoring method Download PDFInfo
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- WO2020147190A1 WO2020147190A1 PCT/CN2019/078603 CN2019078603W WO2020147190A1 WO 2020147190 A1 WO2020147190 A1 WO 2020147190A1 CN 2019078603 W CN2019078603 W CN 2019078603W WO 2020147190 A1 WO2020147190 A1 WO 2020147190A1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
- E01D21/065—Incremental launching
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C1/00—Measuring angles
- G01C1/02—Theodolites
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/02—Means for marking measuring points
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Definitions
- the invention relates to the field of measurement technology and BIM technology, in particular to an automatic monitoring method for bridge push based on a lofting robot.
- the bridge jacking method refers to a method in which when the bridge crosses an existing line, the beam is built in sections on one side of the line, and then pushed by a jack to make it cross the line.
- the advantage of jacking construction is that it does not require large-scale machinery, and only needs to push the built beam section along the axis through the jack cyclically. Therefore, the key to the quality control of the bridge jacking construction is to ensure that the lateral deviation of the bridge during the jacking process is within the allowable error range.
- the traditional method of bridge push monitoring is the total station measurement method, which is divided into two types: relative method and absolute method.
- the relative measurement method of the total station is to fix the ruler at the end of the bridge, and fix the total station in front of the bridge. The distance between the cross wire in the eyepiece of the total station and the origin of the ruler is observed in real time during the pushing process to obtain the pushing deviation.
- Total station absolute measurement method is to set up a station in the construction coordinate system, collect the coordinates of points on the push bridge through the total station, and then compare with the theoretical coordinates to calculate the error.
- the above two methods have their own shortcomings. Although the relative method is intuitive, the total station installation point must be at the same height as the bridge. The high-altitude observation operation is dangerous, and once the observation point is occupied, the work must be suspended; although the absolute method can measure any position Coordinates, but must be calculated and compared with theoretical points, and cannot reflect the deviation of the jacking in real time.
- the stakeout robot is an automatic stakeout measuring instrument. It can import the BIM model and stake out the points in the BIM model into the actual construction coordinate system. At the same time, it automatically tracks the target, compares the theoretical position with the actual position, and gives the stakeout deviation .
- the advantage of using lofting robots in bridge push monitoring over traditional monitoring methods is that the lofting robots can set up stations at any position, and once they aim at the reflective stickers, they can automatically track and observe. The operator only needs to select the stakeout process point in the handbook and observe the error value to know whether the deviation is out of limit and give an early warning.
- the monitoring method of the lofting robot combines measurement technology and BIM technology, breaking through the limitations of the traditional total station monitoring method and improving the intelligence of monitoring. How to convert the deviation of the bridge push into the error displayed by the lofting robot measurement and realize real-time monitoring are key issues to be solved by the present invention.
- the technical problem to be solved by the present invention is to provide an automatic monitoring method for bridge pushing based on a lofting robot, which simplifies working procedures and reduces labor costs.
- the present invention provides an automatic monitoring method for bridge pushing based on a lofting robot, which includes the following steps:
- the stakeout robot sets up a station on the construction coordinate system and aims at the reflective patch to stake out;
- a monitoring point is selected on the side of the bridge.
- step (2) import the BIM model into the lofting robot, and select a number of lofting process points according to the monitoring points.
- the specific steps are: establishing the push BIM model of the bridge, drawing the horizontal and vertical lines of the bridge in the Bentley software, and then importing it The cross section of the bridge in the two-dimensional CAD drawing is scanned between different stake numbers to create a solid command to convert the two-dimensional cross section of the bridge into a three-dimensional BIM solid model.
- the BIM model has the same three-dimensional size and spatial coordinate system as the construction site, which can accurately guide the bridge construction setting out; export the model to dwg format, and then open it with a CAD equipped with a TFP plug-in; according to the start and end positions of the monitoring points, The bridge pushing distance is divided into several stages. The corresponding stakeout process points are selected in CAD and exported to the stakeout robot handbook.
- the stakeout robot sets up a station on the construction coordinate system and targets the reflective patch for stakeout.
- the lofting robot needs to be set up in the construction coordinate system; in order to ensure the accuracy of the lofting robot measurement, a suitable observation position should be selected and the construction coordinate points should be surveyed so that the incident angle of the lofting robot observation is greater than 60°.
- step (4) during the pushing process, observe the lateral deviation displayed by the handbook of the stakeout robot.
- the warning is given as follows: the plane error displayed in the handbook of the stakeout robot is respectively The two values ⁇ x and ⁇ y that are perpendicular and parallel to the observation direction of the instrument host, and the direction of the pusher lateral offset ⁇ t is perpendicular to the pusher axis, so the two must be converted to compare the actual deviation with the allowable deviation ;
- the allowable error of the lateral offset ⁇ t is L.
- the host of the lofting robot is aimed at the reflective patch and continues to track, and the operator continuously observes the error value of the handbook;
- the beneficial effects of the present invention are: the present invention automatically tracks the bridge pushing trajectory through the BIM model and the lofting robot, and monitors the pushing deviation; the error conversion between the lateral deviation and the lofting robot handbook solves the problem of determining the limit value; By dividing the jacking distance and marking several process points, the purpose of real-time monitoring of jacking deviation is achieved; the lofting robot is used in the bridge jacking monitoring, which realizes the integration of measurement technology and BIM technology, breaking through the traditional total station
- the limitations of the monitoring method and the improvement of the intelligence of monitoring conform to the current development trend of "smart transportation", simplify work procedures and reduce labor costs.
- Fig. 1 is a schematic diagram of the method of the present invention.
- Figure 2 is a schematic diagram of the reflective patch fixed at the bridge monitoring point of the present invention.
- Figure 3 is a schematic diagram of a bridge BIM model established by the present invention.
- Fig. 4 is a schematic diagram of dividing stakeout process points according to monitoring points according to the present invention.
- Figure 5 is a schematic diagram of the lofting robot of the present invention aiming at the reflective patch and automatically tracking.
- Fig. 6 is a schematic diagram of process point observation of the lofting robot of the present invention.
- Fig. 7 is a schematic diagram of the observation error of the lofting robot displayed by the handbook of the present invention.
- Fig. 8 is a schematic diagram showing the transformation relationship between ⁇ x perpendicular to the observation direction and the lateral offset ⁇ t displayed by the handbook of the present invention.
- an automatic monitoring method for bridge push based on a lofting robot includes the following steps: (1) Select a monitoring point of the bridge and fix a reflective patch at this point;
- the stakeout robot sets up a station on the construction coordinate system and aims at the reflective patch to stake out;
- FIG. 3 it is the established bridge BIM model.
- the picture shows a BIM model of a 180m steel box girder superstructure.
- the stakeout process points are divided according to the monitoring points.
- the pushing distance of steel box girder is 70m.
- FIG. 5 a schematic diagram of the lofting robot aiming at the reflective patch and automatically tracking.
- aim the stakeout robot at the corresponding monitoring point select the first push process point on the handbook for stakeout, and the stakeout robot can enter the automatic tracking state.
- FIG. 6 it is a schematic diagram of the process point observation of the stakeout robot.
- the lowercase letters (such as a) in the figure represent n specific stakeout monitoring points divided according to the monitoring point and the pushing distance; A13 and 2 represent 2 stakeout robots
- the coordinates of the observation point conform to the construction coordinate system, and the two stakeout robots work independently; the angle ⁇ between the connection line between the observation point and the stakeout process point and the axis is required to be greater than 60°.
- FIG 7 it is a schematic diagram of the observation error of the stakeout robot displayed by the handbook.
- the error interface is divided into two parts: horizontal error and elevation error. Since the vertical error is easier to control during the push process, only the horizontal error on the left is concerned; the horizontal error is divided into two values, ⁇ x and ⁇ y, and the direction of ⁇ x is parallel.
- the observation direction of the stakeout robot that is, the connection direction between the observation point and the stakeout process point, such as the A13-a direction, the direction of ⁇ y is perpendicular to the direction of ⁇ x.
- FIG 8 it is a schematic diagram of the conversion relationship between the ⁇ x perpendicular to the observation direction and the lateral offset ⁇ t displayed by the handbook.
- the invention uses the BIM model and the lofting robot to automatically track the trajectory of the bridge jacking, and monitors the deviation of the jacking; through the error conversion between the lateral deviation and the lofting robot's handbook, the problem of determining the limit value is solved; by dividing the jacking distance, marking Several process points have realized the purpose of real-time monitoring of the push offset; the lofting robot is used in the bridge push monitoring, which realizes the integration of measurement technology and BIM technology, breaking through the limitations and improvements of traditional total station monitoring methods The intelligence of monitoring is in line with the current development trend of "smart transportation", which simplifies work procedures and reduces labor costs.
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Abstract
Description
Claims (5)
- 一种基于放样机器人的桥梁顶推自动监控方法,其特征在于,包括如下步骤:A method for automatic monitoring of bridge pushing based on a lofting robot is characterized in that it comprises the following steps:(1)选取桥梁的监控点,并在该点固定反光贴片;(1) Select the monitoring point of the bridge and fix the reflective patch at this point;(2)将BIM模型导入放样机器人中,并根据监控点选取若干放样过程点;(2) Import the BIM model into the stakeout robot, and select several stakeout process points according to the monitoring points;(3)放样机器人在施工坐标系上设站,并瞄准反光贴片进行放样;(3) The stakeout robot sets up a station on the construction coordinate system and aims at the reflective patch to stake out;(4)顶推过程中,观察放样机器人的手簿所显示的横向偏位,当偏位超限时发出预警。(4) During the pushing process, observe the lateral deviation displayed by the handbook of the stakeout robot, and give an early warning when the deviation exceeds the limit.
- 如权利要求1所述的基于放样机器人的桥梁顶推自动监控方法,其特征在于,步骤(1)中,在桥梁的侧面选取监控点。The automatic monitoring method for bridge pushing based on a lofting robot according to claim 1, wherein in step (1), a monitoring point is selected on the side of the bridge.
- 如权利要求1所述的基于放样机器人的桥梁顶推自动监控方法,其特征在于,步骤(2)中,将BIM模型导入放样机器人中,并根据监控点选取若干放样过程点具体为:建立桥梁的顶推BIM模型,在Bentley软件中绘制桥梁的平纵线形,然后导入二维CAD图纸中的桥梁横断面,在不同桩号之间通过扫描创建实体的命令,将桥梁的二维横断面转化为三维BIM实体模型,BIM模型具有和施工现场一致的三维尺寸和空间坐标系;将模型导出dwg格式,然后用装有TFP插件的CAD打开;根据监控点的起始和终点位置,将桥梁顶推距离划分为若干个阶段,在CAD中选取相应的放样过程点,导出到放样机器人手簿中。The automatic monitoring method for bridge pushing based on a lofting robot according to claim 1, wherein in step (2), importing the BIM model into the lofting robot, and selecting a number of lofting process points according to the monitoring points is specifically: building a bridge Draw the horizontal and vertical line shape of the bridge in Bentley software, and then import the bridge cross section in the two-dimensional CAD drawing. Scan the command to create the entity between different pile numbers to convert the two-dimensional cross section of the bridge It is a three-dimensional BIM solid model. The BIM model has the same three-dimensional size and spatial coordinate system as the construction site; export the model to dwg format, and then open it with a CAD equipped with TFP plug-in; according to the start and end positions of the monitoring point, the bridge top The pushing distance is divided into several stages. The corresponding stakeout process points are selected in CAD and exported to the stakeout robot handbook.
- 如权利要求1所述的基于放样机器人的桥梁顶推自动监控方法,其特征在于,步骤(3)中,放样机器人在施工坐标系上设站,并瞄准反光贴片进行放样具体为:为保持BIM模型中的放样过程点和实际桥梁上的反光贴片位置能够匹配,需在施工坐标系下进行放样机器人设站;为保证放样机器人测量的准确性,应选取合适的观测位置,并勘察其施工坐标点位,使得放样机器人观测的入射角大于60°。The automatic monitoring method for bridge pushing based on a lofting robot according to claim 1, characterized in that, in step (3), the lofting robot sets up a station on the construction coordinate system and aims at the reflective patch for lofting specifically as follows: The stakeout process points in the BIM model can match the position of the reflective patch on the actual bridge. The stakeout robot needs to be set up in the construction coordinate system; to ensure the accuracy of the stakeout robot measurement, a suitable observation position should be selected and surveyed. The construction coordinate point position makes the incident angle observed by the lofting robot greater than 60°.
- 如权利要求1所述的基于放样机器人的桥梁顶推自动监控方法,其特征在于,步骤(4)中,顶推过程中,观察放样机器人的手簿所显示的横向偏位,当偏位超限时发出预警具体为:由于放样机器人手簿中所显示的平面误差分别为垂直和平行于仪器主机观测方向的两个数值Δx和Δy,而顶推横向偏位Δt的方向为垂直于顶推轴向,故须将二者进行转换,才能将实际偏差与容许偏差进行比较;The automatic monitoring method for bridge pushing based on a lofting robot according to claim 1, characterized in that, in step (4), during the pushing process, observe the lateral deviation displayed by the handbook of the lofting robot, and when the deviation exceeds The time-limited warning is specifically: because the plane error displayed in the stakeout robot's handbook is two values Δx and Δy, which are perpendicular and parallel to the observation direction of the instrument host, and the direction of the lateral offset Δt of the thrust is perpendicular to the thrust axis Therefore, the two must be converted to compare the actual deviation with the allowable deviation;根据顶推过程的技术要求,横向偏位Δt的允许误差为L,预先计算反光贴片经过每个过程点时,手簿所显示的误差值Δx i是否满足该方向的允许误差值l i; According to the technical requirements of the pushing process, the allowable error of the lateral offset Δt is L. When the reflective patch passes through each process point, whether the error value Δx i displayed by the handbook meets the allowable error value l i of the direction is calculated in advance;在监控过程中,将放样机器人的主机瞄准反光贴片并持续追踪,操作人员持续观察 手簿的误差数值;During the monitoring process, the host of the lofting robot is aimed at the reflective patch and continues to track, and the operator continuously observes the error value of the handbook;由于手簿中选定某个过程点i后,桥梁的反光贴在顶推工程中必然先靠近该点,然后远离该点,故当Δy i=0时,比较∣Δx i∣与l i,若超过允许误差值则进行报警; Since a certain process point i is selected in the handbook, the reflective sticker of the bridge must first approach this point and then move away from this point in the push project. Therefore, when Δy i = 0, compare ∣Δx i ∣ with l i , If it exceeds the allowable error value, it will alarm;当Δy i正负号改变后,在手簿中选取下一个过程点i+1,再次观测并比较Δy i+1=0时的∣Δx i+1∣与l i+1,重复这个过程,即可实现实时监控,直至顶推结束。 When the sign of Δy i changes, select the next process point i+1 in the handbook, observe again and compare ∣Δx i+1 ∣ and l i+1 when Δy i+1 = 0, repeat this process, Real-time monitoring can be achieved until the end of the push.
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Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109826108B (en) * | 2019-01-15 | 2020-08-11 | 东南大学 | Automatic bridge incremental launching monitoring method based on lofting robot |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20160377431A1 (en) * | 2013-06-10 | 2016-12-29 | Keith Kahlow | Survey device |
CN106525007A (en) * | 2016-11-01 | 2017-03-22 | 许凯华 | Distributed interactive surveying and mapping universal robot |
CN108363860A (en) * | 2018-02-07 | 2018-08-03 | 中交公局第二工程有限公司 | A kind of 3-D abnormal bridge formwork assembly setting out method based on BIM technology |
CN108827255A (en) * | 2018-04-20 | 2018-11-16 | 中铁九局集团第二工程有限公司 | A kind of steel-based on BIM mixes the cable saddle measurement method of composite structure Sarasota |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9019269B1 (en) * | 2011-11-28 | 2015-04-28 | Robert Alan Pogue | Interactive rendering of building information model data |
CN103233425B (en) * | 2013-04-20 | 2015-07-22 | 中铁十六局集团第四工程有限公司 | Method for observing support cast-in-place beam preloading by utilizing reflector |
US9074869B2 (en) * | 2013-12-11 | 2015-07-07 | Faro Technologies, Inc. | Method for measuring 3D coordinates of a spherically mounted retroreflector from multiple stations |
JP6220290B2 (en) * | 2014-03-07 | 2017-10-25 | 鹿島建設株式会社 | Delivery method |
CN104499714B (en) * | 2014-11-13 | 2017-03-15 | 中建三局第二建设工程有限责任公司 | Hydromechanical installer engineering construction method based on BIM platforms and robot measurement |
CN105279311B (en) * | 2015-09-23 | 2018-08-03 | 中建三局第三建设工程有限责任公司 | Steel box-girder incremental launching construction management method |
CN106522096A (en) * | 2016-10-09 | 2017-03-22 | 张小东 | Curved incremental launching construction technology for 48m-long-span railway simply-supported box girders and high piers |
CN106595612A (en) * | 2016-12-21 | 2017-04-26 | 中建三局第建设工程有限责任公司 | Intelligent construction measurement setting-out method based on BIM (Building Information Modeling) |
GB2565029A (en) * | 2017-01-10 | 2019-02-06 | Jt Networks Ltd | Surveying target assembly |
CN106886848A (en) * | 2017-01-17 | 2017-06-23 | 中铁上海工程局集团有限公司 | Bridge construction information acquisition management system |
CN109826108B (en) * | 2019-01-15 | 2020-08-11 | 东南大学 | Automatic bridge incremental launching monitoring method based on lofting robot |
-
2019
- 2019-01-15 CN CN201910034124.4A patent/CN109826108B/en active Active
- 2019-03-19 GB GB2013186.8A patent/GB2585534B8/en active Active
- 2019-03-19 WO PCT/CN2019/078603 patent/WO2020147190A1/en active Application Filing
- 2019-11-01 WO PCT/CN2019/115083 patent/WO2020147376A1/en active Application Filing
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20160377431A1 (en) * | 2013-06-10 | 2016-12-29 | Keith Kahlow | Survey device |
CN106525007A (en) * | 2016-11-01 | 2017-03-22 | 许凯华 | Distributed interactive surveying and mapping universal robot |
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Also Published As
Publication number | Publication date |
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GB2585534B8 (en) | 2021-12-15 |
WO2020147376A1 (en) | 2020-07-23 |
CN109826108A (en) | 2019-05-31 |
GB202013186D0 (en) | 2020-10-07 |
GB2585534A (en) | 2021-01-13 |
GB2585534B (en) | 2021-09-15 |
CN109826108B (en) | 2020-08-11 |
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