CN114659441A - Method for measuring micro-deformation of building surface - Google Patents
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Abstract
Description
技术领域technical field
本发明涉及建筑变形测量技术,特别涉及一种用于建筑表面微变形的测量方法。The invention relates to building deformation measurement technology, in particular to a measurement method for building surface micro-deformation.
背景技术Background technique
建筑物的变形是指其在荷载作用下产生的形状或位置变化的现象。根据行业标准《建筑变形测量规范》(JGJ 8-2016)的规定,建筑物的变形可分为沉降和位移两大类,其中,沉降是指竖向的变形,包括下沉和上升;而位移为除沉降外其他变形的统称,包括水平位移、倾斜、挠度、裂缝、收敛变形、风振变形和日照变形等。对建筑物受荷载作用而产生的变形进行测量具有重要意义,例如检测出建筑物发生微变形且具有变形增大的趋势后,通过迅速制定应急预案可避免难以估量的人员和财产损失,因此,一个有效且低成本的检测方案显得尤为重要。Deformation of a building refers to the phenomenon that its shape or position changes under load. According to the industry standard "Code for Measurement of Building Deformation" (JGJ 8-2016), the deformation of buildings can be divided into two categories: settlement and displacement. Among them, settlement refers to vertical deformation, including sinking and rising; while displacement It is a general term for other deformations except settlement, including horizontal displacement, inclination, deflection, crack, convergence deformation, wind vibration deformation and sunshine deformation. It is of great significance to measure the deformation of a building under load. For example, after detecting the slight deformation of the building and the trend of increasing deformation, the incalculable loss of personnel and property can be avoided by quickly formulating an emergency plan. Therefore, An effective and low-cost detection scheme is particularly important.
现有技术,例如公开号为CN103884291A的中国专利公开了一种基于NURBS参数曲面的建筑物表面柔性变形监测方法,该监测方法是以三维激光扫描技术获取点云模型作为基础,先对点云数据进行NURBS曲面建模,然后对NURBS参数曲面进行参数反求,以获取变形前后建筑物点云模型的对应点,根据变形前后对应点的形变,快速准确地计算出建筑物各点的变形量。上述技术方案在单次测量时的确能够较快的判断出当前建筑物相对于变形前的变形量,但是对于建筑物表面的微小变形来说,在不同时间节点架设三维激光扫描设备来得出建筑物变形的趋向性结论,成本较高,实施起来难度较大。又如周校等人在《基于GB-SAR的建筑物微变形测量研究》一文中介绍了基于地基合成孔径雷达干涉测量技术的微变形监测系统(IBIS-L)的工作原理和关键技术,通过对建筑物的监测数据的分析和处理,得到了在雷达视线方向优于毫米级精度的形变结果,实验表明,IBIS系统可以实现高分辨率、高精度、实时的建筑物变形监测。但是该项技术的专业要求较高,且实施起来的成本较高,在现阶段的普及应用存在一定的难度。In the prior art, for example, Chinese Patent Publication No. CN103884291A discloses a method for monitoring flexible deformation of building surfaces based on NURBS parametric curved surfaces. The NURBS surface is modeled, and then the parameters of the NURBS parametric surface are reversed to obtain the corresponding points of the point cloud model of the building before and after deformation. According to the deformation of the corresponding points before and after deformation, the deformation of each point of the building can be quickly and accurately calculated. The above technical solution can indeed quickly determine the amount of deformation of the current building relative to before deformation in a single measurement, but for the small deformation of the building surface, three-dimensional laser scanning equipment is erected at different time nodes to obtain the building. Deformation trend conclusion, the cost is high, the implementation is more difficult. Another example is Zhou Xiao et al. in the article "Research on Building Micro-deformation Measurement Based on GB-SAR", which introduced the working principle and key technology of the micro-deformation monitoring system (IBIS-L) based on the ground-based synthetic aperture radar interferometry technology. The analysis and processing of the monitoring data of the building yielded a deformation result that is better than the millimeter-level accuracy in the radar line-of-sight direction. Experiments show that the IBIS system can achieve high-resolution, high-precision, and real-time building deformation monitoring. However, the professional requirements of this technology are relatively high, and the cost of implementation is relatively high, so it is difficult to popularize and apply it at this stage.
发明内容SUMMARY OF THE INVENTION
针对现有技术中的不足,本发明的目的在于提供一种用于建筑表面微变形的测量方法,该方法具有实时性强,成本低,可准确的判断出建筑表面是否存在变形的趋势。In view of the deficiencies in the prior art, the purpose of the present invention is to provide a method for measuring the micro-deformation of the building surface.
为了实现上述目的,本发明采用以下技术方案予以实现:In order to achieve the above object, the present invention adopts the following technical solutions to realize:
一种用于建筑表面微变形的测量方法,所述的测量方法包括在建筑物的同一水平高度处埋设间隔布置的压电传感器,位于同一水平高度的多个压电传感器形成一压电传感网络,多个压电传感器的信号传递至信号处理器,通过信号处理器分析处理数据,得出建筑表面的变形情况。A method for measuring the micro-deformation of a building surface, the measuring method comprises burying piezoelectric sensors arranged at intervals at the same level of the building, and a plurality of piezoelectric sensors located at the same level form a piezoelectric sensor Network, the signals of multiple piezoelectric sensors are transmitted to the signal processor, and the data is analyzed and processed by the signal processor to obtain the deformation of the building surface.
在进一步的技术方案中,所述压电传感网络沿建筑物的高度方向间隔布置有多组。In a further technical solution, the piezoelectric sensor networks are arranged in multiple groups at intervals along the height direction of the building.
在进一步的技术方案中,每个压电传感网络对应布置在每层建筑物的中下部,优选为每层建筑物的底部。In a further technical solution, each piezoelectric sensor network is correspondingly arranged in the middle and lower parts of each building, preferably at the bottom of each building.
在进一步的技术方案中,所述的信号处理器具体是通过分析建筑物在同一高度的不同位置处的压力失衡对于多个压电传感器的电流电压差值的影响,与预设的电信号警戒值进行数值比对,若数值超过预设的警戒值时,则触发相应方向上的警报装置,以得出建筑表面的变形情况。In a further technical solution, the signal processor specifically analyzes the influence of the pressure imbalance of the building at different positions at the same height on the current and voltage differences of the plurality of piezoelectric sensors, and the preset electrical signal warning If the value exceeds the preset warning value, the alarm device in the corresponding direction will be triggered to obtain the deformation of the building surface.
在进一步的技术方案中,所述的压电传感器包括一碳纤维增强复合材料制作而成的保护盒,压电材料预固定在所述保护盒内,所述保护盒的内壁与压电材料之间均设有弹簧用于传递压力。In a further technical solution, the piezoelectric sensor includes a protection box made of carbon fiber reinforced composite material, the piezoelectric material is pre-fixed in the protection box, and the inner wall of the protection box and the piezoelectric material are between All are equipped with springs to transmit pressure.
与现有技术相比,本发明具有以下技术效果:Compared with the prior art, the present invention has the following technical effects:
本发明提供的建筑表面微变形的测量方法,通过在建筑物的同一水平高度设置多个间隔布置的压电传感器以形成一压电传感网络,可实时的监测出外界荷载对于建筑物的影响,并进一步通过该实时测量数据判断出具有时序特点的变形情况,以判断出外界荷载是否对建筑物造成实质影响,有效的解决了现有技术中单次测量对建筑物微变形的测量的准确性不足的问题。The method for measuring the micro-deformation of the building surface provided by the present invention can monitor the influence of external loads on the building in real time by setting a plurality of piezoelectric sensors arranged at intervals at the same level of the building to form a piezoelectric sensing network. , and further determine the deformation with time series characteristics through the real-time measurement data, so as to determine whether the external load has a substantial impact on the building, which effectively solves the problem of the accuracy of the measurement of the micro-deformation of the building by a single measurement in the prior art. Sexual insufficiency.
进一步的,基于本发明提供的测量方案对建筑表面的微变形情况进行具有时序特点的判断,进而及时准确的判断出建筑表面的变形倾向,为应急预案的制定赢得时间,以避免对人员和财产损失造成损害;Further, based on the measurement scheme provided by the present invention, the micro-deformation of the building surface is judged with time series characteristics, and then the deformation tendency of the building surface can be judged in a timely and accurate manner, so as to gain time for the formulation of the emergency plan, so as to avoid damage to personnel and property. damage caused by loss;
再者,在本发明提供的方案中,通过压电传感网络的设置,可进一步提高对建筑表面不同方向变形情况的掌握,提高建筑表面微变形情况的判断精度。Furthermore, in the solution provided by the present invention, through the setting of the piezoelectric sensor network, the grasp of the deformation of the building surface in different directions can be further improved, and the judgment accuracy of the micro-deformation of the building surface can be improved.
本发明的其他特征和优点将在随后的具体实施方式中予以详细说明。Other features and advantages of the present invention will be described in detail in the detailed description which follows.
具体实施方式Detailed ways
为了使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解,下面结合具体实施例,进一步阐明本发明。In order to make the technical means, creation features, achievement goals and effects of the present invention easy to understand and understand, the present invention will be further explained below with reference to specific embodiments.
如前所述,本发明提供了一种用于建筑表面微变形的测量方法,所述的测量方法包括在建筑物的同一水平高度处埋设间隔布置的压电传感器,位于同一水平高度的多个压电传感器形成一压电传感网络,多个压电传感器的信号传递至信号处理器,通过信号处理器分析处理数据,得出建筑表面的变形情况。As mentioned above, the present invention provides a method for measuring the micro-deformation of a building surface, the measuring method comprises burying piezoelectric sensors arranged at intervals at the same level of the building, The piezoelectric sensor forms a piezoelectric sensor network, and the signals of the multiple piezoelectric sensors are transmitted to the signal processor, and the data is analyzed and processed by the signal processor to obtain the deformation of the building surface.
在本发明提供的测量方法中,通过在建筑物的同一水平高度设置多个间隔布置的压电传感器以形成一压电传感网络,可实时的监测出外界荷载对于建筑物的影响,并进一步通过该实时测量数据判断出具有时序特点的变形情况,以判断出外界荷载是否对建筑物造成实质影响,有效的解决了现有技术中单次测量对建筑物微变形的测量的准确性不足的问题。In the measurement method provided by the present invention, by setting a plurality of piezoelectric sensors arranged at intervals at the same level of the building to form a piezoelectric sensing network, the influence of external loads on the building can be monitored in real time, and further Through the real-time measurement data, the deformation situation with time series characteristics is judged, so as to judge whether the external load has a substantial impact on the building, which effectively solves the problem of insufficient accuracy of the single measurement of the building micro-deformation measurement in the prior art. question.
进一步的,基于本发明提供的测量方案对建筑表面的微变形情况进行具有时序特点的判断,进而及时准确的判断出建筑表面的变形倾向,为应急预案的制定赢得时间,以避免对人员和财产损失造成损害;Further, based on the measurement scheme provided by the present invention, the micro-deformation of the building surface is judged with time series characteristics, and then the deformation tendency of the building surface can be judged in a timely and accurate manner, so as to gain time for the formulation of the emergency plan, so as to avoid damage to personnel and property. damage caused by loss;
再者,在本发明提供的方案中,通过压电传感网络的设置,可进一步提高对建筑表面不同方向变形情况的掌握,提高建筑表面微变形情况的判断精度。Furthermore, in the solution provided by the present invention, through the setting of the piezoelectric sensor network, the grasp of the deformation of the building surface in different directions can be further improved, and the judgment accuracy of the micro-deformation of the building surface can be improved.
根据本发明提供的测量方法,本发明中,对于同一水平高度处埋设的压电传感器的间距不做特殊要求,可有效的监测出该建筑物的变形情况即可,相邻压电传感器的间距越小,必然可以更高精度的测量出建筑表面的压力变化情况,进而更高精度的反馈出建筑表面的变形情况,但会导致方案实施成本的上升,随着相邻压电传感器间距的增大,建筑表面变形情况的监测精度会相应降低。在本发明的一个具体的实施方式中,相邻压电传感器的埋设间距为1m-3m。According to the measurement method provided by the present invention, in the present invention, there is no special requirement for the spacing of the piezoelectric sensors buried at the same level, as long as the deformation of the building can be effectively monitored, and the spacing between adjacent piezoelectric sensors The smaller it is, the pressure change on the building surface can be measured with higher accuracy, and the deformation of the building surface can be fed back with higher accuracy, but it will lead to an increase in the implementation cost of the solution. As the distance between adjacent piezoelectric sensors increases. If it is large, the monitoring accuracy of the deformation of the building surface will be correspondingly reduced. In a specific embodiment of the present invention, the buried spacing of adjacent piezoelectric sensors is 1m-3m.
根据本发明提供的测量方法,本发明中,为了提高对建筑物不同高度位置处变形情况的掌握,所述压电传感网络沿建筑物的高度方向间隔布置有多组,进一步而言,通过在不同高度设置压电传感网络,可进一步验证同一方向上建筑表面的变形情况,提高对变形情况的判断精度。According to the measurement method provided by the present invention, in the present invention, in order to improve the grasp of the deformation of the building at different heights, the piezoelectric sensing networks are arranged in multiple groups at intervals along the height direction of the building. Setting piezoelectric sensor networks at different heights can further verify the deformation of the building surface in the same direction and improve the judgment accuracy of the deformation.
进一步的,在本发明提供的测量方法中,每个压电传感网络对应布置在每层建筑物的中下部。通过将压电传感器设置在每层建筑物的中下部,可有效的测量出该层建筑物在荷载作用下的压力变化,特别优选地,每个压电传感网络对应布置在每层建筑物的底部。如此也方便施工,以及同一水平高度的确认。Further, in the measurement method provided by the present invention, each piezoelectric sensing network is correspondingly arranged in the middle and lower parts of each building. By arranging the piezoelectric sensor in the middle and lower part of each building, the pressure change of the building under the load can be effectively measured. Particularly preferably, each piezoelectric sensor network is correspondingly arranged on each building. bottom of. This also facilitates construction and confirmation of the same level.
根据本发明提供的测量方法,本发明中,所述的信号处理器具体是通过分析建筑物在同一高度的不同位置处的压力失衡对于多个压电传感器的电流电压差值的影响,与预设的电信号警戒值进行数值比对,若数值超过预设的警戒值时,则触发相应方向上的警报装置,以得出建筑表面的变形情况。According to the measurement method provided by the present invention, in the present invention, the signal processor specifically analyzes the influence of the pressure imbalance of the building at different positions at the same height on the current and voltage differences of the plurality of piezoelectric sensors, and the pre- The set electrical signal warning value is compared with the numerical value. If the value exceeds the preset warning value, the alarm device in the corresponding direction is triggered to obtain the deformation of the building surface.
本发明中,压电传感器的作用在于将建筑物的表面形变信号通过压力的形式作用于压电传感器,进而产生电信号的变化,即将对力学量的测量转换为对电学量的测量,以反馈出建筑物的压力失衡现象。在本发明的一个具体的实施方式中,所述的压电传感器包括一碳纤维增强复合材料制作而成的保护盒,压电材料预固定在所述保护盒内,所述保护盒的内壁与压电材料之间均设有弹簧用于传递压力。通过该碳纤维增强复合材料制成的保护盒对压电材料进行防护,避免其嵌入到建筑物墙体中受到物理损坏。In the present invention, the function of the piezoelectric sensor is to apply the surface deformation signal of the building to the piezoelectric sensor in the form of pressure, thereby generating a change in the electrical signal, that is, converting the measurement of the mechanical quantity into the measurement of the electrical quantity to feedback pressure imbalance in the building. In a specific embodiment of the present invention, the piezoelectric sensor includes a protection box made of carbon fiber reinforced composite material, the piezoelectric material is pre-fixed in the protection box, and the inner wall of the protection box is connected to the pressure There are springs between the electrical materials to transmit pressure. The piezoelectric material is protected by the protection box made of the carbon fiber reinforced composite material to avoid physical damage when it is embedded in the building wall.
根据本发明提供的测量方法,本发明中,所述的压电材料可选择本领域人员所熟知的具有正压电效应的压电材料,例如,所述的压电材料具体可选择为聚偏氟乙烯。According to the measurement method provided by the present invention, in the present invention, the piezoelectric material can be selected from a piezoelectric material with positive piezoelectric effect known to those in the art, for example, the piezoelectric material can be specifically selected as polarized vinyl fluoride.
基于本发明提供的测量方法对建筑表面的变形进行监测,具有极强的实时性,并有效的反馈出具有倾向性的变形现象,对于建筑物的安全提供了较好的保障。Based on the measurement method provided by the present invention, the deformation of the building surface is monitored, which has strong real-time performance, and can effectively feedback the tendency deformation phenomenon, which provides a better guarantee for the safety of the building.
以上显示和描述了本发明的基本原理、主要特征和本发明的特点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明的范围内。本发明要求保护的范围由所附的权利要求书及其等效物界定。The above shows and describes the basic principles, main features and characteristics of the present invention. Those skilled in the art should understand that the present invention is not limited by the above-mentioned embodiments, and the descriptions in the above-mentioned embodiments and the description are only to illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention will have Various changes and modifications are intended to fall within the scope of the claimed invention. The claimed scope of the present invention is defined by the appended claims and their equivalents.
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102147231A (en) * | 2010-12-27 | 2011-08-10 | 深圳思量微系统有限公司 | Structural displacement monitoring sensor for building with steel structure |
CN102169014A (en) * | 2010-12-27 | 2011-08-31 | 深圳思量微系统有限公司 | Monitoring sensor for voice vibration and variation of structural stress in steel structure building |
CN105091951A (en) * | 2015-09-25 | 2015-11-25 | 江苏省泰州引江河管理处 | Deformation monitoring and state early-warning method for hydraulic structure of sluice station |
CN105606070A (en) * | 2016-03-07 | 2016-05-25 | 三峡大学 | Device and method for testing vertical and horizontal deformation of building |
CN106032982A (en) * | 2015-03-16 | 2016-10-19 | 中铁西北科学研究院有限公司深圳南方分院 | Automated monitoring pre-warning method and automated monitoring pre-warning system for building inclining deformation |
CN109141514A (en) * | 2017-08-11 | 2019-01-04 | 上海华测导航技术股份有限公司 | A kind of building safety detection method |
CN113252776A (en) * | 2021-03-29 | 2021-08-13 | 东莞理工学院 | Building contact interface monitoring method |
-
2022
- 2022-02-17 CN CN202210165186.0A patent/CN114659441A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102147231A (en) * | 2010-12-27 | 2011-08-10 | 深圳思量微系统有限公司 | Structural displacement monitoring sensor for building with steel structure |
CN102169014A (en) * | 2010-12-27 | 2011-08-31 | 深圳思量微系统有限公司 | Monitoring sensor for voice vibration and variation of structural stress in steel structure building |
CN106032982A (en) * | 2015-03-16 | 2016-10-19 | 中铁西北科学研究院有限公司深圳南方分院 | Automated monitoring pre-warning method and automated monitoring pre-warning system for building inclining deformation |
CN105091951A (en) * | 2015-09-25 | 2015-11-25 | 江苏省泰州引江河管理处 | Deformation monitoring and state early-warning method for hydraulic structure of sluice station |
CN105606070A (en) * | 2016-03-07 | 2016-05-25 | 三峡大学 | Device and method for testing vertical and horizontal deformation of building |
CN109141514A (en) * | 2017-08-11 | 2019-01-04 | 上海华测导航技术股份有限公司 | A kind of building safety detection method |
CN113252776A (en) * | 2021-03-29 | 2021-08-13 | 东莞理工学院 | Building contact interface monitoring method |
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