CN113421236A - Building wall surface water leakage apparent development condition prediction method based on deep learning - Google Patents
Building wall surface water leakage apparent development condition prediction method based on deep learning Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及深度学习技术领域,特别涉及一种基于深度学习的建筑墙面渗漏水表观发育状况预测方法。The invention relates to the technical field of deep learning, in particular to a method for predicting the apparent development condition of seepage water on a building wall based on deep learning.
背景技术Background technique
近年来,随着我国经济水平不断提高,综合国力逐渐增强,作为拉动经济的重要支点我国的基础设施建设呈现出蓬勃兴旺之势,从而促使房地产开发行业规模不断壮大,大型社区和高层建筑的数量与体量不断扩张。然而,由于房屋建筑在施工、养护与运营阶段所处环境非常复杂,致使其在使用过程中质量问题时有发生。其中,渗漏水是建筑物最常见的病害之一。In recent years, with the continuous improvement of my country's economic level and the gradual enhancement of comprehensive national strength, my country's infrastructure construction, which is an important fulcrum for driving the economy, has shown a booming trend, thus promoting the continuous growth of the real estate development industry, and the number of large communities and high-rise buildings. And the volume continues to expand. However, due to the complex environment in the construction, maintenance and operation stages of housing construction, quality problems often occur during the use process. Among them, water leakage is one of the most common diseases of buildings.
随着技术的进步,传统的通过人工评估墙面渗漏水的方法,由于其存在结果主观性大、对检测人员专业经验要求较高以及精度和效率较低等缺点,正逐渐被新的方法替代。With the advancement of technology, the traditional method of manually evaluating wall leakage is gradually being replaced by new methods due to the disadvantages of high subjectivity of results, high requirements for professional experience of inspectors, and low accuracy and efficiency. alternative.
随着计算机技术的快速发展,深度学习方法逐渐取代传统图像处理技术而成为图像分类、目标检测与实例分割的的主流方法,因此被广泛应用于土木工程行业,并已取得诸多成果。基于深度学习的渗漏水表观发育状况检测也已应用在建筑行业,具有比人工更加精确、便捷的优势。另外,对于形状检测方面,各个领域也有了长足的进展。但是对包含时间信息的渗漏水发展预测方面的研究方面,还暂时处于空白阶段。With the rapid development of computer technology, deep learning methods have gradually replaced traditional image processing techniques and become the mainstream methods for image classification, object detection and instance segmentation. Therefore, they are widely used in the civil engineering industry and have achieved many results. The detection of the apparent development of seepage water based on deep learning has also been applied in the construction industry, which has the advantage of being more accurate and convenient than manual work. In addition, for shape detection, various fields have also made great progress. However, the research on the development prediction of seepage water containing time information is still in the blank stage.
2010年刘蕾在期刊《软件工程师》发表的《机器学习在糖果形状检测中的应用》一文用特征向量法将糖果的形状描述为知识,并与对应的响应一起多为训练数据训练决策树,将合格的糖果划分到正确的形状分类,并与不合格的糖果区分开。该论文实现了对形状初步的判断,但由于决策树的层级较少,仅约60%的成功率,并不能广泛适用。In 2010, Liu Lei published the article "Application of Machine Learning in Candy Shape Detection" in the journal "Software Engineer". The feature vector method was used to describe the shape of candy as knowledge, and together with the corresponding response, it was used to train decision trees for training data. Classify acceptable candies into the correct shape classification and separate from non-qualified candies. This paper realizes the preliminary judgment of the shape, but because the decision tree has fewer levels, only about 60% success rate, it is not widely applicable.
黄宏伟,李庆桐2017年于《岩石力学与工程学报》发表的《基于深度学习的盾构隧道渗漏水病害图像识别》提出基于全卷积网络的盾构隧道渗漏水病害的图像识别,多次运用卷积运算、池化运算自动提取并学习隧道病害的高级图像特征,相较于传统图像识别方法能够有效地避免管片拼缝、螺栓孔、管线、支架等干扰物的影响,特别是在克服管线遮挡方面具有优越的鲁棒性,但是该方法仅能识别渗漏水区域并定位,不能获得渗漏水的面积等其他信息,对渗漏水的病害程度无法评价。Huang Hongwei and Li Qingtong published "Image Recognition of Leakage Diseases in Shield Tunnels Based on Deep Learning" published in "Chinese Journal of Rock Mechanics and Engineering" in 2017, and proposed the image recognition of water leakage diseases in shield tunnels based on fully convolutional networks. The convolution operation and pooling operation are used to automatically extract and learn the advanced image features of tunnel diseases. Compared with the traditional image recognition method, it can effectively avoid the influence of interfering objects such as segment joints, bolt holes, pipelines, brackets, etc., especially It has superior robustness in overcoming the occlusion of pipelines, but this method can only identify and locate the leaking water area, cannot obtain other information such as the area of leaking water, and cannot evaluate the degree of disease of the leaking water.
中交公路规划设计院有限公司于2018年申请、公开号为CN109359130A的中国发明专利公开了一种桥梁病害分级和分级维护方法及系统,其填补了对不同桥梁构件进行病害分级的空白,将各种桥梁结构的每个构件及其组件的信息、病害信息存入数据库,确定病害的影响因素及其权重得到病害等级得分,再根据输入的病害信息和病害特征,判断病害的严重程度,使后期的维养决策更加科学,但是病害的分类较粗略,实例中仅列举了开裂病害、裂缝病害两种,后续随着研究的深入可以进一步细化病害。The Chinese invention patent with the publication number CN109359130A applied by China Communications Highway Planning and Design Institute Co., Ltd. in 2018 discloses a bridge disease grading and grading maintenance method and system, which fills the gap of disease grading for different bridge components. The information and disease information of each component and its components of the bridge structure are stored in the database, the influencing factors and weights of the disease are determined to obtain the disease grade score, and then the severity of the disease is judged according to the input disease information and disease characteristics. The maintenance decision is more scientific, but the classification of diseases is relatively rough. In the example, only two kinds of cracking diseases and cracking diseases are listed. The subsequent research can further refine the diseases.
2020年于国龙、赵勇、吴恋、崔忠伟在期刊《计算机工程与应用》发表的《QPSO算法的改进及其在DBN参数优化中应用》一文将改进后QPSO算法进行参数寻优的DBN网络(LQ_DBN)应用于蛋黄形状检测中。该论文提出的方法比现有模型进行的预测具有精度更高且对硬件要求不高的优点。In 2020, Yu Guolong, Zhao Yong, Wu Lian, and Cui Zhongwei published in the journal "Computer Engineering and Application" the article "The Improvement of QPSO Algorithm and Its Application in DBN Parameter Optimization", which will optimize the DBN network with the improved QPSO algorithm ( LQ_DBN) is applied in egg yolk shape detection. The method proposed in this paper has the advantages of higher accuracy and less hardware requirements than the predictions made by existing models.
华南理工大学2020年硕士学位论文《基于深度学习的时序预测和分类》通过建立深度学习模型,对时间序列预测和分类问题进行研究,并成功证明了两种深度学习模型的分类和泛化能力。该论文提出的方法有效的改善了传统的机器学习通过人工设计特征所导致的费时费力的问题。The 2020 master's thesis of South China University of Technology "Time Series Forecasting and Classification Based on Deep Learning" conducts research on time series forecasting and classification problems by establishing deep learning models, and successfully proves the classification and generalization capabilities of the two deep learning models. The method proposed in this paper effectively improves the time-consuming and labor-intensive problems caused by artificially designing features in traditional machine learning.
公开号为CN109615653A的中国发明专利公开了基于深度学习与视场投影模型的渗漏水面积检测与识别方法,其提出了一种基于深度学习与视场投影模型的渗漏水面积精确检测与识别方法。该发明对于地铁隧道渗漏水面积测量无需人工参与,提高工作效率,且能够对检测到的渗漏水区域进行曲面投影转换,得到更精确的渗漏水面积。但是只适用于形状较规则的的检测,如平面、椭圆柱面等等,适用范围受到了严重的限制。The Chinese invention patent with publication number CN109615653A discloses a method for detecting and identifying leakage water area based on deep learning and field of view projection model, which proposes an accurate detection and identification of leakage water area based on deep learning and field of view projection model method. The invention does not need manual participation in the measurement of the leakage water area of the subway tunnel, improves the work efficiency, and can perform surface projection transformation on the detected leakage water area to obtain a more accurate leakage water area. However, it is only suitable for detection of relatively regular shapes, such as planes, elliptical cylinders, etc., and the scope of application is severely limited.
公开号为CN111899288A的中国发明专利公开了基于红外和可见光图像融合的隧道渗漏水区域检测与识别方法,其提出了一种红外可见光图像融合的隧道渗漏水区域检测与识别方法。该发明可以有效解决隧道内光照条件差和环氧树脂异常对渗漏水检测的干扰问题,具有高精度、高适应性优势。但是对设备的要求较高。The Chinese invention patent with publication number CN111899288A discloses a method for detecting and identifying tunnel water leakage areas based on the fusion of infrared and visible light images, which proposes a method for detecting and identifying tunnel water leakage areas based on fusion of infrared and visible light images. The invention can effectively solve the interference problem of poor lighting conditions in the tunnel and abnormal epoxy resin on the detection of water leakage, and has the advantages of high precision and high adaptability. But the requirements for equipment are higher.
目前,国内外学者对基于计算机视觉的图像形状判断方法已经进行了较多研究,然而在建筑工程领域,针对渗漏水识别与检测方面的研究主要侧重于通过计算渗漏水处面积的大小判断其严重程度,基于各种神经网络结构进行时间序列预测暂时无人涉猎。At present, scholars at home and abroad have carried out a lot of research on image shape judgment methods based on computer vision. However, in the field of construction engineering, the research on water leakage identification and detection mainly focuses on judging the size of the leakage area by calculating Its severity, time series prediction based on various neural network structures is temporarily unexplored.
总结现有评价方法而言,对于渗漏水表观发育状况的评估,现阶段的评价方法主要从形状面积研究,无法完成对未来的发展趋势进行预判。Summarizing the existing evaluation methods, for the evaluation of the apparent development of seepage water, the current evaluation methods are mainly based on the study of the shape and area, and cannot complete the prediction of the future development trend.
发明内容SUMMARY OF THE INVENTION
针对现有技术存在的无法对建筑墙面渗漏水表观发育状况进行预测的问题,本发明的目的在于提供一种基于深度学习的建筑墙面渗漏水表观发育状况预测方法。Aiming at the problem that the existing technology cannot predict the apparent development of the seepage water on the building wall, the purpose of the present invention is to provide a method for predicting the apparent development of the seepage water on the building wall based on deep learning.
为实现上述目的,本发明的技术方案为:For achieving the above object, the technical scheme of the present invention is:
基于深度学习的建筑墙面渗漏水表观发育状况预测方法,包括以下步骤,A method for predicting the apparent development of seepage water in building walls based on deep learning includes the following steps:
获取建筑墙面渗漏水视频,并对所述渗漏水视频中的所有帧图像进行畸变校正;Acquiring a video of water leakage on the building wall, and performing distortion correction on all frame images in the water leakage video;
通过基于深度学习网络的视频语义分割和二值化技术从所述所有帧图像中提取出渗漏水的形状信息,从而建立用于渗漏水表观发育状况预测的时序样本库;The shape information of the seepage water is extracted from all the frame images through the video semantic segmentation and binarization technology based on the deep learning network, so as to establish a time series sample library for the prediction of the apparent development status of the seepage water;
将所述时序样本库输入至Transformer网络,获得时间与渗漏水表观发育状况关系的时序预测模型;The time series sample library is input into the Transformer network to obtain the time series prediction model of the relationship between time and the apparent development of seepage water;
将待预测的建筑墙面渗漏水视频输入所述时序预测模型,获得未来某个时间的建筑墙面渗漏水表观发育状况,所述渗漏水表观发育状况包括渗漏水的形状信息。Input the water leakage video of the building wall to be predicted into the time series prediction model, and obtain the apparent development status of the building wall leakage water at a certain time in the future, and the apparent development status of the seepage water includes the shape information of the leakage water.
进一步的,所述方法还包括,Further, the method also includes,
在获得未来某个时间的建筑墙面渗漏水表观发育状况后,再根据所述渗漏水的形状信息以及预设的判断条件确定渗漏水的阶段;其中,所述渗漏水的阶段包括渗漏水发生阶段、渗漏水发展阶段、渗漏水扩展阶段和渗漏水成型阶段。After obtaining the apparent development status of the seepage water on the building wall at a certain time in the future, the stage of the seepage water is determined according to the shape information of the seepage water and the preset judgment conditions; wherein, the stage of the seepage water is It includes the occurrence stage of seepage water, the development stage of seepage water, the expansion stage of seepage water and the forming stage of seepage water.
优选的,所述获取建筑墙面渗漏水视频,并对所述渗漏水视频中的所有帧图像进行畸变校正的步骤为:Preferably, the steps of obtaining a water leakage video on the building wall and performing distortion correction on all frame images in the water leakage video are:
采用计算机视觉工具包HALCON标定方法对相机进行标定,获取相机内部参数;The camera is calibrated by the computer vision toolkit HALCON calibration method, and the internal parameters of the camera are obtained;
保持相机内部参数不变,在建筑墙面正面拍摄出所述渗漏水视频,并测量拍摄距离与拍摄倾角;Keep the internal parameters of the camera unchanged, shoot the water leakage video on the front of the building wall, and measure the shooting distance and shooting inclination;
再采用除法畸变模型对所述渗漏水视频中的所有帧图像进行畸变校正。Then, a division distortion model is used to perform distortion correction on all frame images in the water leakage video.
优选的,所述采用计算机视觉工具包HALCON标定方法对相机进行标定,获取相机内部参数的步骤为:Preferably, the computer vision toolkit HALCON calibration method is used to calibrate the camera, and the steps of obtaining the internal parameters of the camera are:
选取陶瓷材质的标定板;Select the calibration plate made of ceramic material;
采样时保持光源位于标定板的前方,且所述光源位于相机相反的方向,并保证标定板的四角全部在相机的视野范围内;When sampling, keep the light source in front of the calibration plate, and the light source is located in the opposite direction of the camera, and ensure that all four corners of the calibration plate are within the field of view of the camera;
采集12幅以上标定板图像;Collect more than 12 calibration plate images;
用HALCON标定程序对所采集的标定板图像进行处理,获取相机内部参数。The HALCON calibration program is used to process the collected calibration plate images to obtain the internal parameters of the camera.
优选的,所述采用除法畸变模型对所述渗漏水视频中的所有帧图像进行畸变校正的步骤为:Preferably, the steps of performing distortion correction on all frame images in the water leakage video by using a division distortion model are:
采用除法畸变模型,对所有帧图像进行畸变校正,径向畸变校正公式如下:The division distortion model is used to correct the distortion of all frame images. The radial distortion correction formula is as follows:
其中,分别表示畸变后的投影点在成像平面坐标系下的行坐标和列坐标;径向畸变参数κ表示径向畸变量级,如果κ为负,畸变为桶型畸变,如果κ为正,畸变为枕型畸变;u、v分别表示畸变校正后的投影点在成像平面坐标系下的行坐标和列坐标。in, respectively represent the distorted projection points The row and column coordinates in the imaging plane coordinate system; the radial distortion parameter κ represents the magnitude of radial distortion, if κ is negative, the distortion is barrel distortion, if κ is positive, the distortion is pincushion distortion; u, v Respectively represent the projection points after distortion correction Row and column coordinates in the imaging plane coordinate system.
优选的,所述通过基于深度学习网络的视频语义分割和二值化技术从所述所有帧图像中提取出渗漏水的形状信息,从而建立用于渗漏水表观发育状况预测的时序样本库的步骤为:Preferably, the shape information of the seepage water is extracted from all the frame images through video semantic segmentation and binarization technology based on a deep learning network, so as to establish a time series sample library for predicting the apparent development of seepage water The steps are:
以预设的间隔从所有帧图像中选取部分帧图像,并使用labelme图像标注工具对所述部分帧图像进行手动标注后获得手动标注样本;Select part of frame images from all frame images at preset intervals, and use the labelme image annotation tool to manually annotate the part of the frame images to obtain manual annotation samples;
根据所述手动标注样本,利用空间位移卷积块预测未来帧和未来标签,并同时传播未来帧和未来标签,获得合成样本,形成渗漏水数据库;According to the manual labeling samples, use the spatial displacement convolution block to predict future frames and future labels, and simultaneously propagate the future frames and future labels, obtain synthetic samples, and form a leaky water database;
用所述渗漏水数据库训练Deeplabv+3模型,得到渗漏水形状语义分割模型;Train the Deeplabv+3 model with the water leakage database to obtain the semantic segmentation model of the water leakage shape;
通过所述渗漏水形状语义分割模型对所有帧图像进行语义分割,提取出渗漏水图像;Semantically segment all frame images through the water leakage shape semantic segmentation model, and extract the water leakage images;
将从所有帧图像中提取出的所述渗漏水图像转化成灰度图;Converting the water leakage images extracted from all frame images into grayscale images;
获取每帧灰度图中黑色部分的形状信息,形成时间与渗漏水形状特征的对应关系,获得用于渗漏水表观发育状况预测的时序样本库。Obtain the shape information of the black part in the grayscale image of each frame, form the corresponding relationship between the time and the shape characteristics of the seepage water, and obtain the time series sample library for the prediction of the apparent development status of the seepage water.
优选的,所述空间位移卷积块根据视频当前帧以及过去帧来预测未来帧中的物体,且传播未来帧和未来标签时可由原始帧向前传播或向后传播;其中,所述未来帧、所述未来标签中任意一点的坐标Ft+1(x,y)、Mt+1(x,y)由以下公式确定:Preferably, the spatial displacement convolution block predicts objects in the future frame according to the current frame of the video and the past frame, and the future frame and the future label can be propagated forward or backward by the original frame when propagating the future frame; wherein, the future frame , the coordinates F t+1 (x, y) and M t+1 (x, y) of any point in the future label are determined by the following formulas:
Ft+1(x,y)=K(x,y)DFt(x+u,y+v);Ft +1 (x,y)=K(x,y)D Ft (x+u,y+v);
Mt+1(x,y)=K(x,y)DMt(x+u,y+v); Mt+1 (x,y)=K(x,y)D Mt (x+u,y+v);
(u,v)=C(I1:t);(u,v)=C(I 1:t );
其中,(x,y)是某一帧内任意像素点的坐标,C是用于预测基于输入帧F1到Ft的运动矢量(u,v)的三维CNN,K(x,y)∈RN×N是C在(x,y)处预测的N×N的二维权重核,DFt(x+u,y+v)、DMt(x+u,y+v)分别是F1、M1中以(x+u,y+v)为中心的N×N的二维核。where (x, y) is the coordinate of any pixel in a certain frame, C is the 3D CNN used to predict the motion vector (u, v) based on the input frames F 1 to F t , K(x, y) ∈ R N×N is the N×N two-dimensional weight kernel predicted by C at (x, y), D Ft (x+u, y+v), D Mt (x+u, y+v) are F respectively 1. An N×N two-dimensional kernel centered at (x+u, y+v) in M 1 .
优选的,所述将从所有帧图像中提取出的所述渗漏水图像转化成灰度图的步骤为:Preferably, the step of converting the water leakage images extracted from all frame images into grayscale images is as follows:
根据以下公式确定所述渗漏水图像中像素块的灰度值,The gray value of the pixel block in the water leakage image is determined according to the following formula,
其中,Di为彩色图像中第i个像素点转换后的灰度值; Among them, D i is the converted gray value of the ith pixel in the color image;
根据每一个像素块对应的灰度值生成对应的灰度图。A corresponding grayscale image is generated according to the grayscale value corresponding to each pixel block.
优选的,所述获取每帧灰度图中黑色部分的形状信息,形成时间与渗漏水形状特征的关系,获得用于渗漏水表观发育状况预测的时序样本库的步骤为:Preferably, the steps of obtaining the shape information of the black part in the grayscale image of each frame, forming the relationship between the time and the shape characteristics of the seepage water, and obtaining the time series sample library for predicting the apparent development status of the seepage water are:
确定每帧灰度图中黑色部分水平方向的最大距离处,并连接所述最大距离处的左、右端点为基线段;Determine the maximum distance in the horizontal direction of the black part in the grayscale image of each frame, and connect the left and right endpoints at the maximum distance to be the baseline segment;
将所述基线段的中点作为中心射线的发射点,并以所述发射点为原点,以预设的间隔角度做多条射线,确定所述射线与所述黑色部分的边界轮廓的交点;Taking the midpoint of the baseline segment as the emission point of the central ray, and taking the emission point as the origin, a plurality of rays are made at a preset interval angle, and the intersection point of the ray and the boundary contour of the black part is determined;
将所述交点依次连接后即获得所述黑色部分的形状信息,再将所述黑色部分的形状信息与每帧图像对应,从而获得用于渗漏水表观发育状况预测的时序样本库。After connecting the intersection points in sequence, the shape information of the black part is obtained, and then the shape information of the black part is corresponding to each frame of image, so as to obtain a time series sample library for predicting the apparent development of seepage water.
优选的,所述根据所述渗漏水的形状信息以及预设的判断条件确定渗漏水的阶段的步骤包括,Preferably, the step of determining the stage of water leakage according to the shape information of the water leakage and a preset judgment condition includes:
确定渗漏水区域水平方向的最大距离处,并连接所述最大距离处的左、右端点为基线段;Determine the maximum distance in the horizontal direction of the leakage area, and connect the left and right endpoints at the maximum distance as the baseline segment;
将所述基线段的中点作为中心射线的发射点,并以所述发射点为原点,以预设的间隔角度做多条射线,确定所述射线与渗漏水区域边界轮廓的交点;Taking the midpoint of the baseline segment as the emission point of the central ray, and taking the emission point as the origin, multiple rays are made at a preset interval angle, and the intersection point of the ray and the boundary contour of the leakage area is determined;
确定所有射线中发射点到交点的距离,以及确定所述距离的最大值与所述基线段的比例;determining the distance from the emission point to the intersection point in all rays, and determining the ratio of the maximum value of the distance to the baseline segment;
判断所述比例等于1的为渗漏水发生阶段、大于1但小于等于1.5的为渗漏水发展阶段、大于1.5但小于等于2的为渗漏水扩展阶段、大于2但小于等于3的为渗漏水成型阶段。If the ratio is equal to 1, it is the water leakage occurrence stage, if it is greater than 1 but less than or equal to 1.5, it is the leakage water development stage, if it is greater than 1.5 but less than or equal to 2, it is the leakage water expansion stage, and if it is greater than 2 but less than or equal to 3, it is Leaky water forming stage.
本发明的有益效果在于:由于采用深度学习网络的视频语义分割和二值化技术从视频图像中提取出渗漏水的形状信息,进而建立的用于渗漏水表观发育状况预测的时序样本库的设置,使得将该时序样本库输入至Transformer网络后,即可获得时间与渗漏水表观发育状况关系的时序预测模型,进而再使用该模型即可对建筑墙面上的渗漏水区域进行预测,从而获得未来某时刻建筑墙面渗漏水关于形状的预测。The beneficial effect of the present invention is that the shape information of the seepage water is extracted from the video image by using the video semantic segmentation and binarization technology of the deep learning network, and then a time series sample library for predicting the apparent development status of the seepage water is established. setting, so that after the time series sample library is input into the Transformer network, the time series prediction model of the relationship between time and the apparent development of seepage water can be obtained, and then the model can be used to conduct the seepage water area on the building wall. Prediction, so as to obtain the prediction of the shape of the water leakage on the building wall at a certain time in the future.
附图说明Description of drawings
图1为本发明实施例一的方法流程图;1 is a flow chart of a method according to Embodiment 1 of the present invention;
图2为本发明中对渗漏水视频中每帧图像进行语义分割并获得渗漏水图像及转化为灰度图的过程示意图;Fig. 2 is the process schematic diagram of carrying out semantic segmentation to each frame image in the leaking water video in the present invention and obtaining the leaking water image and converting it into a grayscale image;
图3为本发明中建筑墙面渗漏水形状的发展示意图;Fig. 3 is the development schematic diagram of water seepage shape of building wall in the present invention;
图4为本发明实施例二的方法流程图;Fig. 4 is the method flow chart of the second embodiment of the present invention;
图5为本发明中建筑墙面渗漏水形状发展的原理图。FIG. 5 is a schematic diagram of the development of the shape of the water leakage on the building wall in the present invention.
具体实施方式Detailed ways
下面结合附图对本发明的具体实施方式作进一步说明。在此需要说明的是,对于这些实施方式的说明用于帮助理解本发明,但并不构成对本发明的限定。此外,下面所描述的本发明各个实施方式中所涉及的技术特征只要彼此之间未构成冲突就可以相互组合。The specific embodiments of the present invention will be further described below with reference to the accompanying drawings. It should be noted here that the descriptions of these embodiments are used to help the understanding of the present invention, but do not constitute a limitation of the present invention. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.
需要说明的是,在本发明的描述中,术语“上”、“下”、“左”、“右”、“前”、“后”等指示的方位或位置关系为基于附图所示对本发明结构的说明,仅是为了便于描述本发明的简便,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。It should be noted that, in the description of the present invention, the orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", "front", "rear", etc. The description of the structure of the invention is only for the convenience of describing the invention, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the invention.
对于本技术方案中的“第一”和“第二”,仅为对相同或相似结构,或者起相似功能的对应结构的称谓区分,不是对这些结构重要性的排列,也没有排序、或比较大小、或其他含义。For the "first" and "second" in this technical solution, it is only the appellation and distinction of the same or similar structures, or the corresponding structures with similar functions, not the arrangement of the importance of these structures, nor the ordering or comparison. size, or otherwise.
另外,除非另有明确的规定和限定,术语“安装”、“连接”应做广义理解,例如,连接可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个结构内部的连通。对于本领域的普通技术人员而言,可以根据本发明的总体思路,联系本方案上下文具体情况理解上述术语在本发明中的具体含义。In addition, unless otherwise expressly specified and limited, the terms "installation" and "connection" should be understood in a broad sense. For example, the connection may be a fixed connection, a detachable connection, or an integral connection; it may be a mechanical connection, or a connection. It can be an electrical connection; it can be a direct connection, or an indirect connection through an intermediate medium, or the internal connection of the two structures. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to the general idea of the present invention and the specific circumstances of the context of the present solution.
实施例一Example 1
基于深度学习的建筑墙面渗漏水表观发育状况预测方法,如图1所示,其包括步骤S1、步骤S2、步骤S3、步骤S4和步骤S5。As shown in FIG. 1 , the method for predicting the apparent development condition of seepage water on a building wall based on deep learning includes steps S1 , S2 , S3 , S4 and S5 .
步骤S1,获取建筑墙面渗漏水视频。In step S1, a video of water leakage on the building wall is obtained.
本实施例中,在保持相机内部参数不变的情况下,通过相机从建筑墙面正面拍摄出所需的渗漏水视频,同时测量相机的拍摄距离与拍摄倾角。In this embodiment, while keeping the internal parameters of the camera unchanged, the required water leakage video is shot from the front of the building wall by the camera, and the shooting distance and shooting inclination of the camera are measured at the same time.
其中,相机内部参数通过计算机视觉工具包HALCON标定方法对相机进行标定而获得,其具体步骤为:Among them, the internal parameters of the camera are obtained by calibrating the camera through the computer vision toolkit HALCON calibration method. The specific steps are:
1.选取一块大小合适且陶瓷材质的标定板;2.保持光源位于该标定板的前方,以及确保该光源位于相机相反的方向,并保证标定板的四角全部在相机的视野范围内;3.采集12幅以上标定板图像;4.用HALCON标定程序对所采集的标定板图像进行处理,从而获取相机内部参数。1. Select a calibration plate of suitable size and made of ceramic material; 2. Keep the light source in front of the calibration plate, and ensure that the light source is in the opposite direction of the camera, and ensure that the four corners of the calibration plate are all within the camera's field of view; 3. Collect more than 12 calibration plate images; 4. Use HALCON calibration program to process the collected calibration plate images to obtain the internal parameters of the camera.
步骤S2,对渗漏水视频中的所有帧图像进行畸变校正。Step S2, perform distortion correction on all frame images in the water leakage video.
本实施例中,事先对渗漏水视频进行拆解,获得视频中的所有帧图像,再采用除法畸变模型对上述步骤S1中获取到的渗漏水视频中的所有帧图像进行畸变校正,具体是采用除法畸变模型对所有帧图像进行畸变校正,其中,径向畸变校正公式如下:In this embodiment, the water leakage video is disassembled in advance to obtain all frame images in the video, and then the division distortion model is used to perform distortion correction on all frame images in the water leakage video obtained in the above step S1. The division distortion model is used to correct the distortion of all frame images. The radial distortion correction formula is as follows:
公式中,分别表示畸变后的投影点在成像平面坐标系下的行坐标和列坐标;径向畸变参数κ表示径向畸变量级,如果κ为负,畸变为桶型畸变,如果κ为正,畸变为枕型畸变;u、v分别表示畸变校正后的投影点在成像平面坐标系下的行坐标和列坐标。formula, respectively represent the distorted projection points The row and column coordinates in the imaging plane coordinate system; the radial distortion parameter κ represents the magnitude of radial distortion, if κ is negative, the distortion is barrel distortion, if κ is positive, the distortion is pincushion distortion; u, v Respectively represent the projection points after distortion correction Row and column coordinates in the imaging plane coordinate system.
步骤S3,通过基于深度学习网络的视频语义分割和二值化技术从所有帧图像中提取出渗漏水的形状信息,从而建立用于渗漏水表观发育状况预测的时序样本库。In step S3, the shape information of the seepage water is extracted from all the frame images through the video semantic segmentation and binarization technology based on the deep learning network, so as to establish a time series sample library for predicting the apparent development state of the seepage water.
本实施例中,建立用于渗漏水表观发育状况预测的时序样本库的具体步骤如下:In this embodiment, the specific steps for establishing a time series sample library for predicting the apparent developmental state of seepage water are as follows:
1.以预设的间隔从渗漏水视频的所有帧图像中选取出部分帧图像,并使用labelme图像标注工具对所选取出的部分帧图像进行手动标注,从而获得手动标注样本。1. Select some frame images from all the frame images of the leaking video at preset intervals, and use the labelme image annotation tool to manually label the selected frame images to obtain manually labeled samples.
2.根据上述获得的手动标注样本,利用空间位移卷积块预测未来帧和未来标签,并同时传播未来帧和未来标签,获得合成样本,形成渗漏水数据库。2. According to the above-obtained manually labeled samples, use spatial displacement convolution blocks to predict future frames and future labels, and simultaneously propagate future frames and future labels to obtain synthetic samples to form a leaky water database.
其中,空间位移卷积块用于根据一段视频的当前帧以及其过去帧来预测未来帧中的物体,且传播未来帧和未来标签时可由原始帧向前传播或向后传播。其中,未来帧、未来标签中任意一点的坐标Ft+1(x,y)、Mt+1(x,y)由以下公式确定:Among them, the spatial displacement convolution block is used to predict objects in future frames according to the current frame of a video and its past frames, and the future frames and future labels can be propagated forward or backward by the original frame. Among them, the coordinates F t+1 (x, y) and M t+1 (x, y) of any point in the future frame and future label are determined by the following formulas:
Ft+1(x,y)=K(x,y)DFt(x+u,y+v);Ft +1 (x,y)=K(x,y)D Ft (x+u,y+v);
Mt+1(x,y)=K(x,y)DMt(x+u,y+v); Mt+1 (x,y)=K(x,y)D Mt (x+u,y+v);
(u,v)=C(I1:t);(u,v)=C(I 1:t );
公式中,(x,y)是某一帧内任意像素点的坐标,C是用于预测基于输入帧F1到Ft的运动矢量(u,v)的三维CNN,K(x,y)∈RN×N是C在(x,y)处预测的N×N的二维权重核,DFt(x+u,y+v)、DMt(x+u,y+v)分别是F1、M1中以(x+u,y+v)为中心的N×N的二维核。In the formula, (x, y) is the coordinate of any pixel in a certain frame, C is the 3D CNN used to predict the motion vector (u, v) based on the input frame F 1 to F t , K(x, y) ∈R N×N is the N×N two-dimensional weight kernel predicted by C at (x, y), D Ft (x+u, y+v), D Mt (x+u, y+v) are respectively An N×N two-dimensional kernel centered on (x+u, y+v) in F 1 and M 1 .
3.用上述获得的渗漏水数据库训练Deeplabv+3模型,从而得到渗漏水形状语义分割模型。3. Train the Deeplabv+3 model with the leaked water database obtained above to obtain a semantic segmentation model of the leaked water shape.
4.通过上述的渗漏水形状语义分割模型对渗漏水视频中所有帧图像进行语义分割,从而提取出仅含有渗漏水区域的渗漏水图像。4. Semantically segment all frame images in the leaking water video through the above-mentioned leaky water shape semantic segmentation model, so as to extract the leaking water image that only contains the leaking water area.
5.将从所有帧图像中提取出的渗漏水图像转化成灰度图。5. Convert the water leakage images extracted from all frame images into grayscale images.
本实施例中,根据以下公式确定渗漏水图像中像素块的灰度值:In this embodiment, the gray value of the pixel block in the water leakage image is determined according to the following formula:
其中,Di为彩色图像中第i个像素点转换后的灰度值; Among them, D i is the converted gray value of the ith pixel in the color image;
之后,根据每一个像素块对应的灰度值即可生成对应的灰度图。After that, a corresponding grayscale image can be generated according to the grayscale value corresponding to each pixel block.
如图2所示,其示出了在图像中含有门窗等杂物的情况下,通过渗漏水形状语义分割模型从中提取出仅含有渗漏水区域的渗漏水图像以及转化为灰度图的过程。As shown in Figure 2, it shows that when the image contains sundries such as doors and windows, the water leakage image containing only the water leakage area is extracted and converted into a grayscale image through the semantic segmentation model of the water leakage shape. the process of.
6.获取每帧灰度图中黑色部分的形状信息,并且由于灰度图是按时序排列的,因此可形成时间与渗漏水形状特征的对应关系,从而获得用于渗漏水表观发育状况预测的时序样本库。6. Obtain the shape information of the black part in the grayscale image of each frame, and since the grayscale images are arranged in time series, the corresponding relationship between time and the shape characteristics of the seepage water can be formed, so as to obtain the apparent development status of the seepage water. Predicted time series sample library.
在本实施例中,获取每帧灰度图中黑色部分的形状信息,并形成时间与渗漏水形状特征的对应关系的具体步骤为:In this embodiment, the specific steps of obtaining the shape information of the black part in each frame of grayscale image and forming the corresponding relationship between time and the shape feature of the leaking water are:
1.确定每帧灰度图中黑色部分水平方向的最大距离处,并连接所述最大距离处的左、右端点为基线段。1. Determine the maximum distance in the horizontal direction of the black part in the grayscale image of each frame, and connect the left and right endpoints at the maximum distance as the baseline segment.
2.将基线段的中点作为中心射线的发射点,并以发射点为原点,以预设的间隔角度(例如1°)做多条射线,确定所有射线与黑色部分的边界轮廓的交点。2. Take the midpoint of the baseline segment as the emission point of the central ray, and take the emission point as the origin, make multiple rays at a preset interval angle (for example, 1°), and determine the intersection of all rays with the boundary contour of the black part.
3.将上述的交点依次连接后即获得黑色部分的形状信息,再将该获得的黑色部分的形状信息与每帧图像对应,从而获得用于渗漏水表观发育状况预测的时序样本库。3. After connecting the above-mentioned intersection points in sequence, the shape information of the black part is obtained, and then the obtained shape information of the black part is corresponding to each frame image, thereby obtaining a time series sample library for predicting the apparent development of seepage water.
如表1所示,是第1天建筑墙面上出现一个1cm直径的正圆形渗漏水区域;如表2所示,为第10天时上述渗漏水区域发展情况,近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴1.5cm的半椭圆;如表3所示,为第30天时上述渗漏水区域继续发展情况,其近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴2cm的半椭圆;如表4所示,为第60天时上述渗漏水区域继续发展情况,其近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴3cm的半椭圆。As shown in Table 1, a perfect circular water leakage area with a diameter of 1 cm appeared on the building wall on the 1st day; as shown in Table 2, it is the development of the above-mentioned leakage area on the 10th day, approximately forming the upper half It is a semicircle of 1 cm, and the lower part is a semi-ellipse with a short semi-axis of 1 cm and a long semi-axis of 1.5 cm; as shown in Table 3, it is the continuous development of the above-mentioned leakage area on the 30th day, and its approximate upper half is 1 cm. The lower half is a semi-ellipse with a short semi-axis of 1 cm and a long semi-axis of 2 cm; as shown in Table 4, it is the continuous development of the above-mentioned leakage area on the 60th day, which approximately forms a semi-circle with an upper half of 1 cm. The lower part is a semi-ellipse with a minor semi-axis of 1 cm and a major semi-axis of 3 cm.
表1:第1天时射线方位角与发射点到交点的距离Table 1: Ray Azimuth and Distance from Launch Point to Intersection on Day 1
表2:第10天时射线方位角与发射点到交点的距离Table 2: Ray Azimuth and Distance from Launch Point to Intersection on Day 10
表3:第30天时射线方位角与发射点到交点的距离Table 3: Ray azimuth and distance from launch point to intersection on day 30
表4:第60天时射线方位角与发射点到交点的距离Table 4: Ray Azimuth and Distance from Launch Point to Intersection on Day 60
另外,将上述表1-4的数据图形化后即获得如图3所示的图形,可以看出,建筑墙面渗漏水表观发展状况具有一定的趋势,其上半部分基本保持半圆形不变,其下部分为长轴随着时间而不断增加的椭圆。In addition, the graph shown in Figure 3 is obtained after the data in the above Tables 1-4 are graphed. It can be seen that the apparent development of the seepage water on the building wall has a certain trend, and its upper half basically remains a semicircle. The lower part is an ellipse whose major axis increases with time.
步骤S4,将上述获得的时序样本库输入至Transformer网络,即可获得时间与渗漏水表观发育状况关系的时序预测模型。In step S4, the time series sample library obtained above is input into the Transformer network, and a time series prediction model of the relationship between time and the apparent development status of the seepage water can be obtained.
即,取上述表1-4建立的时序样本库作为时序预测模型的输入变量,以某时间(表格中的时间)渗漏水形状参数作为时序预测模型输出变量,将输出变量与上述表格中实测的数值进行比较验证,从而可建立Transformer时序预测模型。That is, take the time series sample library established in the above table 1-4 as the input variable of the time series prediction model, take the shape parameter of seepage water at a certain time (the time in the table) as the output variable of the time series prediction model, and compare the output variable with the actual measurement in the above table. The values of , are compared and verified, so that the Transformer time series prediction model can be established.
步骤S5,将待预测的建筑墙面渗漏水视频输入时序预测模型,获得未来某个时间的建筑墙面渗漏水表观发育状况,其中,渗漏水表观发育状况包括渗漏水的形状信息。Step S5, input the video of the water leakage on the building wall to be predicted into the time series prediction model, and obtain the apparent development status of the leakage water on the building wall at a certain time in the future, wherein the apparent development status of the leakage water includes the shape information of the leakage water .
根据上述时序样本库以及时序预测模型的建立过程可知,在将待预测的建筑墙面渗漏水视频以及未来的某一个时刻输入到Transformer时序预测模型后,该Transformer时序预测模型即输出一系列预测点,预测点即为未来某一个时刻上渗漏水区域的外轮廓点,外轮廓点指的即为上述时序预测库中的交点,而此时模型输出的外轮廓均点由射线的发射点、射线的方位角、发射点到交点的距离三个参数限定,其中,射线的发射点即为渗漏水区域水平方向最大宽度的中点,射线的方位角即为射线与水平方向的夹角(相邻射线之间的方位角差值满足上述预设的间隔角度),发射点到交点的距离即为各个预测点到射线的发射点之间的距离,将Transformer时序预测模型输出的代表渗漏水区域的外轮廓的预测点依次连接后即可获得未来某一时刻的建筑墙面渗漏水形状。According to the establishment process of the above-mentioned time series sample library and time series prediction model, after inputting the water leakage video of the building wall to be predicted and a certain time in the future into the Transformer time series prediction model, the Transformer time series prediction model will output a series of predictions. The prediction point is the outer contour point of the seepage area at a certain moment in the future, and the outer contour point refers to the intersection point in the above time series prediction library, and the average point of the outer contour output by the model is determined by the emission point of the ray. , the azimuth angle of the ray, the distance from the emission point to the intersection point are limited by three parameters, where the emission point of the ray is the midpoint of the maximum width in the horizontal direction of the leakage area, and the azimuth angle of the ray is the angle between the ray and the horizontal direction (The azimuth angle difference between adjacent rays satisfies the above-mentioned preset interval angle), the distance from the emission point to the intersection point is the distance between each prediction point and the emission point of the ray, and the representative seepage output of the Transformer time series prediction model is used. After the predicted points of the outer contour of the water leakage area are connected in sequence, the water leakage shape of the building wall at a certain moment in the future can be obtained.
实施例二Embodiment 2
其与实施例一的区别在于:本实施例中,如图4所示,上述的方法进一步地还包括步骤S6。The difference from the first embodiment is that: in this embodiment, as shown in FIG. 4 , the above method further includes step S6.
步骤S6,在获得未来某个时间的建筑墙面渗漏水表观发育状况后,再根据渗漏水的形状信息以及预设的判断条件确定渗漏水的阶段;其中,渗漏水的阶段包括渗漏水发生阶段、渗漏水发展阶段、渗漏水扩展阶段和渗漏水成型阶段。Step S6, after obtaining the apparent development status of the water seepage on the building wall at a certain time in the future, then determine the water seepage stage according to the shape information of the seepage water and the preset judgment conditions; wherein, the seepage water stage includes: Seepage water occurrence stage, seepage water development stage, seepage water expansion stage and seepage water forming stage.
可以理解的是,由于Transformer时序预测模型输出的预测点含有一个距离信息,因此只需要比较预测点的距离与渗漏水形状水平方向最大宽度(射线发射点所在的基线段的长度)之间的比例,即可判断出渗漏水的阶段。如图5所示,随着渗漏水的不断发展,渗漏水的下半部分呈椭圆形且长轴不断拉长,因此随着射线方位角的不断增加,该射线与渗漏水区域的外轮廓边界的交点与射线的发射点之间距离也不断增大。It can be understood that since the predicted point output by the Transformer time series prediction model contains a distance information, it is only necessary to compare the distance between the predicted point and the maximum horizontal width of the seepage shape (the length of the baseline segment where the ray emission point is located). The proportion of water leakage can be judged. As shown in Figure 5, with the continuous development of the seepage water, the lower half of the seepage water is elliptical and the long axis is continuously elongated. Therefore, as the azimuth angle of the ray increases, the distance between the ray and the seepage water area increases. The distance between the intersection of the outer contour boundary and the emission point of the ray also increases.
其中,渗漏水形状水平方向最大宽度(基线段)的尺寸会保持稳定。Among them, the size of the maximum width (baseline segment) in the horizontal direction of the leakage water shape will remain stable.
本实施例具体设置,该比例等于1的为渗漏水发生阶段,如表1所示,墙壁上出现一个1cm直径的正圆形渗漏水区域;该比例大于1但小于等于1.5的为渗漏水发展阶段,如表2所示,上述渗漏水区域发展为近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴1.5cm的半椭圆;该比例大于1.5但小于等于2的为渗漏水扩展阶段,如表3所示,上述渗漏水区域发展为近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴2cm的半椭圆;该比例大于2但小于等于3的为渗漏水成型阶段,如表4所示,上述渗漏水区域发展为近似形成上半部分为1cm的半圆,下半部分为短半轴1cm、长半轴3cm的半椭圆。This embodiment is specifically set up. The ratio equal to 1 is the stage of water leakage. As shown in Table 1, a perfect circular water leakage area with a diameter of 1 cm appears on the wall; the ratio greater than 1 but less than or equal to 1.5 is the leakage In the development stage of water leakage, as shown in Table 2, the above-mentioned water leakage area develops into a semicircle with an upper half of 1 cm, and a lower half of a semi-ellipse with a short semi-axis of 1 cm and a long semi-axis of 1.5 cm; the ratio is greater than 1.5 However, if it is less than or equal to 2, it is the expansion stage of seepage water. As shown in Table 3, the above-mentioned seepage water area develops into a semicircle with an upper half of 1 cm, and a lower half of a semi-circle with a short semi-axis of 1 cm and a long semi-axis of 2 cm. Ellipse; if the ratio is greater than 2 but less than or equal to 3, it is the water leakage forming stage. As shown in Table 4, the above water leakage area develops into a semicircle with an upper half of 1 cm, and a lower half of a short semi-axis of 1 cm. A semi-ellipse with a major semi-axis of 3cm.
以上结合附图对本发明的实施方式作了详细说明,但本发明不限于所描述的实施方式。对于本领域的技术人员而言,在不脱离本发明原理和精神的情况下,对这些实施方式进行多种变化、修改、替换和变型,仍落入本发明的保护范围内。The embodiments of the present invention have been described in detail above with reference to the accompanying drawings, but the present invention is not limited to the described embodiments. For those skilled in the art, without departing from the principle and spirit of the present invention, various changes, modifications, substitutions and alterations to these embodiments still fall within the protection scope of the present invention.
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