CN108535355A - Steel section member damage overall-process monitors system and monitoring method - Google Patents
Steel section member damage overall-process monitors system and monitoring method Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
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- 239000002033 PVDF binder Substances 0.000 description 4
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Abstract
本发明公开了一种型钢构件损伤全过程监测系统,包括移动控制平台、磁传感探头及控制系统。移动控制平台用于设置于型钢构件上。磁传感探头设置于移动控制平台上,移动控制平台带动磁传感探头运动,以获得型钢构件的三维磁感应强度。控制系统与移动控制平台及磁传感探头通信连接,以控制移动控制平台和磁传感探头工作,并根据移动控制平台及磁传感探头反馈的信息,计算得到型钢构件随时间和荷载发展的损伤位置和损伤尺寸。本发明还公开了一种型钢构件损伤全过程监测方法,解决在复杂恶劣服役环境下型钢构件损伤监测和预警问题,不需去除油漆、表层护套、不影响钢结构使用,操作简单。并且,可以监测损伤的全过程,同时监测损伤位置和损伤尺寸。
The invention discloses a whole-process monitoring system for section steel member damage, which includes a mobile control platform, a magnetic sensor probe and a control system. The mobile control platform is used to be arranged on the steel member. The magnetic sensing probe is arranged on the mobile control platform, and the mobile control platform drives the movement of the magnetic sensing probe to obtain the three-dimensional magnetic induction intensity of the steel member. The control system communicates with the mobile control platform and the magnetic sensor probe to control the work of the mobile control platform and the magnetic sensor probe, and calculates the development of the steel member with time and load according to the information fed back by the mobile control platform and the magnetic sensor probe. Damage location and damage size. The invention also discloses a method for monitoring the damage of the steel structure in the whole process, which solves the problem of damage monitoring and early warning of the steel structure in complex and harsh service environments. It does not need to remove paint and surface sheaths, does not affect the use of the steel structure, and is simple to operate. Moreover, the whole process of damage can be monitored, and the damage location and damage size can be monitored at the same time.
Description
技术领域technical field
本发明涉及损伤监测技术领域,具体涉及一种型钢构件损伤全过程损伤监测系统及监测方法。The invention relates to the technical field of damage monitoring, in particular to a damage monitoring system and a monitoring method for the whole process of steel member damage.
背景技术Background technique
传统的型钢构件的损伤主要依靠人工监测,监测时需要去除钢结构油漆、护套等保护层,主要观察钢结构的外在损伤程度,这种方法工作效率低且精度差,需要耗费大量的人力物力,在风雨作用下高空作业对测量人员的安全造成很大的威胁。The damage of traditional steel components mainly depends on manual monitoring. During monitoring, it is necessary to remove the steel structure paint, sheath and other protective layers, and mainly observe the external damage degree of the steel structure. This method has low work efficiency and poor accuracy, and requires a lot of manpower. Under the action of wind and rain, high-altitude operations pose a great threat to the safety of surveyors.
近二十年来,型钢构件损伤监测方法主要有电阻应变片法、磁漏监测法、超声波、磁记忆技术、声发射技术、压电材料—聚偏二氟乙烯传感技术(Polyvinylidene Fluoride,PVDF)、光纤光栅传感技术、红外热成像法等。其中,电阻应变片为点式监测方式,需要布置大量的电阻应变片,极易受环境电磁干扰的影响,且无法监测后期的大变形损伤。磁漏监测法需要专门的磁化设备以施加外部磁场,操作非常繁琐且监测精度较低。由于型钢构件表面都存在原始缺陷,超声波监测法在型钢损伤监测中误差较大。金属磁记忆仅可有效地对铁磁性材料进行早期损伤判断,仅可判断损伤的位置,对于损伤的尺寸大小无法识别。另外,仅可判断微观缺陷和早期损伤,对于后期宏观损伤无法识别。基于声发射的损伤监测主要在实验室环境下研究,声波特性变化较微弱,在工程中容易受高背景噪声信号的严重干扰。PVDF传感技术、光纤光栅应变传感技术、红外热成像法、高频导波、超声表面波技术等难以在恶劣服役环境下操作,测试时需要去除钢结构的油漆等表层防护,存在信号干扰和解析问题,且仅可识别损伤位置,并在损伤尺度的定量方面存在困难。In the past two decades, the damage monitoring methods of steel components mainly include resistance strain gauge method, magnetic flux leakage monitoring method, ultrasonic wave, magnetic memory technology, acoustic emission technology, piezoelectric material-polyvinylidene fluoride sensing technology (Polyvinylidene Fluoride, PVDF) , fiber grating sensing technology, infrared thermal imaging, etc. Among them, the resistance strain gauge is a point-type monitoring method, which requires a large number of resistance strain gauges, which is extremely susceptible to environmental electromagnetic interference, and cannot monitor large deformation damage in the later stage. The magnetic flux leakage monitoring method requires special magnetization equipment to apply an external magnetic field, and the operation is very cumbersome and the monitoring accuracy is low. Because there are original defects on the surface of steel components, the ultrasonic monitoring method has a large error in the damage monitoring of steel components. Metal magnetic memory can only effectively judge the early damage of ferromagnetic materials, and can only judge the location of the damage, but cannot identify the size of the damage. In addition, only microscopic defects and early damage can be judged, and late macroscopic damage cannot be identified. Damage monitoring based on acoustic emission is mainly studied in the laboratory environment, and the change of acoustic wave characteristics is relatively weak, so it is easily interfered by high background noise signals in engineering. PVDF sensing technology, fiber Bragg grating strain sensing technology, infrared thermal imaging, high-frequency guided wave, ultrasonic surface wave technology, etc. are difficult to operate in harsh service environments. Surface protection such as paint on steel structures needs to be removed during testing, and signal interference exists And analytical problems, and only the damage location can be identified, and it is difficult to quantify the damage scale.
综上所述,现有钢结构型钢构件损伤监测方法存在以下缺点:(1)需要去除钢结构型钢构件表面的油漆、护套等,操作繁琐,难以在酸雨、风雨激振等复杂环境服役;(2)无法同时识别损伤的位置和损伤的尺寸;(3)由于测量精度高而量程较小,只可以识别微观损伤,超过量程而无法识别宏观损伤;(4)测量精度低而量程较大,仅可识别宏观损伤,无法有效识别微观损伤;(5)无法同时识别微观损伤和宏观损伤,无法获得损伤全过程信息。To sum up, the existing damage monitoring methods for steel structural steel members have the following disadvantages: (1) It is necessary to remove the paint and sheath on the surface of steel structural steel members, which is cumbersome to operate, and it is difficult to serve in complex environments such as acid rain and wind and rain; (2) The position and size of the damage cannot be identified at the same time; (3) Due to the high measurement accuracy and the small range, only microscopic damage can be identified, and the macroscopic damage cannot be identified beyond the range; (4) The measurement accuracy is low and the range is large , only macroscopic damage can be identified, and microscopic damage cannot be effectively identified; (5) microscopic damage and macroscopic damage cannot be identified at the same time, and information about the entire damage process cannot be obtained.
发明内容Contents of the invention
基于此,有必要针对传统的型钢监测方法操作繁琐,无法识别损伤的全过程,且无法同时识别损伤位置和损伤尺寸的问题,提供一种型钢构件损伤全过程监测系统及监测方法。Based on this, it is necessary to provide a monitoring system and method for the whole process of steel component damage, aiming at the problems that the traditional section steel monitoring method is cumbersome to operate, cannot identify the whole process of damage, and cannot identify the damage location and damage size at the same time.
一种型钢构件损伤全过程监测系统,包括:A whole-process monitoring system for section steel component damage, including:
移动控制平台,用于设置于型钢构件上;The mobile control platform is used to be set on the steel member;
磁传感探头,设置于所述移动控制平台上,所述移动控制平台的运动带动所述磁传感探头移动,以获得型钢构件不同位置的三维磁感应强度;及The magnetic sensing probe is arranged on the mobile control platform, and the movement of the mobile control platform drives the magnetic sensing probe to move, so as to obtain the three-dimensional magnetic induction intensity of different positions of the steel member; and
控制系统,与所述移动控制平台及所述磁传感探头通信连接,以控制所述移动控制平台和所述磁传感探头工作,并根据所述移动控制平台及所述磁传感探头反馈的信息,计算得到所述型钢构件随时间和荷载发展的损伤位置和损伤尺寸。A control system, connected in communication with the mobile control platform and the magnetic sensing probe, to control the work of the mobile control platform and the magnetic sensing probe, and feedback the mobile control platform and the magnetic sensing probe information, and calculate the damage location and damage size of the steel member with time and load development.
在其中一个实施例中,所述移动控制平台包括吸盘、滑台、第一电源及第一无线传输模块,所述吸盘用于吸附于所述型钢构件上,所述滑台可移动地设置于所述吸盘上,所述第一电源分别与所述滑台及所述第一无线传输模块电连接,所述第一无线传输模块分别与所述滑台及所述控制系统通信连接。In one of the embodiments, the mobile control platform includes a suction cup, a slide table, a first power supply and a first wireless transmission module, the suction cup is used to be adsorbed on the steel member, and the slide table is movably arranged on On the suction cup, the first power supply is electrically connected to the slide table and the first wireless transmission module respectively, and the first wireless transmission module is respectively connected to the slide table and the control system in communication.
在其中一个实施例中,所述吸盘的数量为两个,两个所述吸盘间隔设置于所述滑台上。In one of the embodiments, the number of the suction cups is two, and the two suction cups are arranged at intervals on the slide table.
在其中一个实施例中,所述磁传感探头包括外壳、三轴磁传感器、第二电源及第二无线传输模块,所述外壳设置于所述移动控制平台上,所述三轴磁传感器、所述第二电源及所述第二无线传输模块均设置于所述外壳内,所述第二电源分别与所述三轴磁传感器及所述第二无线传输模块电连接,所述第二无线传输模块分别与所述三轴磁传感器及所述控制系统通信连接。In one of the embodiments, the magnetic sensing probe includes a housing, a three-axis magnetic sensor, a second power supply and a second wireless transmission module, the housing is arranged on the mobile control platform, the three-axis magnetic sensor, Both the second power supply and the second wireless transmission module are disposed in the housing, the second power supply is electrically connected to the three-axis magnetic sensor and the second wireless transmission module, and the second wireless The transmission module is communicatively connected with the three-axis magnetic sensor and the control system respectively.
一种利用上述任意一项所述的型钢构件损伤全过程监测系统监测型钢构件损伤的方法,包括以下步骤:A method for monitoring the damage of a steel component by using the whole process monitoring system for damage of the steel component described in any one of the above, comprising the following steps:
将移动控制平台设置于所述型钢构件上,以所述型钢构件的一个端部为原点,所述型钢构件的长度方向,即所选择的端部至另一个端部的方向,为Z轴方向,所述型钢构件的宽度方向为Y轴方向,所述型钢构件的高度方向为X轴方向,构建三维坐标系;The mobile control platform is arranged on the steel member, with one end of the steel member as the origin, and the length direction of the steel member, that is, the direction from the selected end to the other end, is the Z-axis direction , the width direction of the shaped steel member is the Y-axis direction, the height direction of the shaped steel member is the X-axis direction, and a three-dimensional coordinate system is constructed;
控制系统控制所述移动控制平台沿所述Z轴方向移动,以使磁感应探头获得所述型钢构件的三维磁感应强度,并将所述三维磁感应强度传输到所述控制系统中;及The control system controls the mobile control platform to move along the Z-axis direction, so that the magnetic induction probe obtains the three-dimensional magnetic induction intensity of the steel member, and transmits the three-dimensional magnetic induction intensity to the control system; and
所述控制系统对所述三维磁感应强度进行处理,进一步发送信号多次调整所述移动控制平台的移动速度和所述磁感应探头的采样频率,得到与损伤尺寸相匹配的所述移动控制平台的移动速度及所述磁感应探头的采样频率,根据所述三维磁感应强度的计算处理,得到所述型钢构件的损伤位置和损伤尺寸。The control system processes the three-dimensional magnetic induction intensity, and further sends signals to adjust the moving speed of the mobile control platform and the sampling frequency of the magnetic induction probe multiple times to obtain the movement of the mobile control platform that matches the damage size. The speed and the sampling frequency of the magnetic induction probe are used to obtain the damage position and damage size of the steel member according to the calculation and processing of the three-dimensional magnetic induction intensity.
在其中一个实施例中,所述控制系统计算得到所述型钢构件的损伤位置的步骤具体为:In one of the embodiments, the step of calculating the damage position of the steel member by the control system is specifically:
S1)在所述Z轴方向上,所述移动控制平台的移动速度为:S1) In the Z-axis direction, the moving speed of the mobile control platform is:
u=dresfu=d res f
式中,dres为损伤监测分辨率,u为所述移动控制平台的移动速度,f为磁传感器探头中的三轴磁传感器的采样频率;In the formula, d res is the damage monitoring resolution, u is the moving speed of the mobile control platform, and f is the sampling frequency of the three-axis magnetic sensor in the magnetic sensor probe;
S2)随时间和荷载发展,所述磁传感探头移动的过程中相应地形成多个采样序列,对于第i个采样序列,所述三轴磁传感器测得X轴、Y轴及Z轴方向的磁感应强度分别为Bx(zi),By(zi)和Bz(zi),其中采样位置zi为:S2) With the development of time and load, a plurality of sampling sequences are formed correspondingly during the movement of the magnetic sensing probe. For the ith sampling sequence, the three-axis magnetic sensor measures the X-axis, Y-axis and Z-axis directions The magnetic induction intensities of are respectively B x ( zi ), By y ( zi ) and B z ( zi ), where the sampling position z i is:
zi=(i-1)dres;z i =(i-1)d res ;
S3)计算每一时刻磁感应强度Bx(zi),By(zi)和Bz(zi)在所述Z轴方向上的磁场梯度Bxz(zi)、Byz(zi)及Bzz(zi):S3) Calculate the magnetic field gradients B xz (z i ), B yz (z i ) of the magnetic induction intensity B x (z i ), B y (z i ) and B z ( z i ) in the direction of the Z axis at each moment ) and B zz (z i ):
S4)计算每一时刻的磁场梯度Bxz(zi)、Byz(zi)和Bzz(zi)在z轴方向的局部缩并,定义为局部模量CZ(zi):S4) Calculate the local contraction of the magnetic field gradients B xz ( zi ), Byz ( zi ) and B zz ( zi ) in the z-axis direction at each moment, which is defined as the local modulus C Z (zi ) :
S5)确定所述型钢构件在所述Z轴方向上的损伤位置S5) Determining the damage position of the steel member in the Z-axis direction
及 and
S6)绘制CZZ(zi)与zi之间的关系曲线,所述关系曲线的突变处即是所述型钢构件在所述Z轴方向上的所述损伤位置;S6) drawing a relationship curve between C ZZ (z i ) and z i , where the sudden change of the relationship curve is the damage position of the steel member in the Z-axis direction;
S7)所述移动控制平台的移动速度减小一半,所述三轴磁传感器的采样频率保持不变,所述损伤监测分辨率dres的值也减小50%,重复步骤S1)-S6),计算得到CZZ(zi)与zi的关系曲线,以得到所述型钢构件沿所述Z轴方向一系列的损伤位置。S7) The moving speed of the mobile control platform is reduced by half, the sampling frequency of the three-axis magnetic sensor remains unchanged, the value of the damage monitoring resolution d res is also reduced by 50%, and steps S1)-S6) are repeated. , to obtain a relationship curve between C ZZ (zi ) and zi , so as to obtain a series of damage positions of the steel member along the Z-axis direction.
在其中一个实施例中,所述控制系统计算得到所述损伤尺寸的步骤具体为:In one of the embodiments, the step of calculating the damage size by the control system is specifically:
(1)将所述损伤位置定位为zj,以所述损伤位置zj为中心,沿所述Z轴方向左右选取预设长度a组成扫描范围[zj-a,zj+a];(1) Locate the damage position as z j , take the damage position z j as the center, select a preset length a left and right along the Z-axis direction to form a scanning range [z j -a, z j +a];
(2)在所述扫描范围[zj-a,zj+a]内,以损伤监测分辨率dres0对所述型钢构件进行损伤监测,则在所述扫描范围[zj-a,zj+a]内采样频次为2a/dres0,在所述扫描范围[zj-a,zj+a]内第一次扫描时,所述损伤监测分辨率dres0等于所述损伤监测分辨率dres;(2) In the scanning range [z j -a, z j + a], the damage monitoring of the steel member is carried out at the damage monitoring resolution d res0 , then in the scanning range [z j -a, z The sampling frequency within j + a] is 2a/d res0 , and during the first scan within the scanning range [z j -a, z j +a], the damage monitoring resolution d res0 is equal to the damage monitoring resolution rate d res ;
(3)计算在所述扫描范围[zj-a,zj+a]内每一位置的所述磁场梯度在所述Z轴方向的局部缩并,定义为局部模量CZ(zk)(3) Calculate the local contraction of the magnetic field gradient at each position in the scanning range [z j -a, z j +a] in the direction of the Z axis, defined as the local modulus C Z (z k )
zk=zj-a+(k-1)dres0 z k =z j -a+(k-1)d res0
式中,Bxz(zk)、Byz(zk)和Bzz(zk)分别为磁感应强度Bx(zk),By(zk)和Bz(zk)沿着Z轴方向的磁场梯度,其中zk为采样位置,Bxz(zk)、Byz(zk)和Bzz(zk)通过上述公式(a)计算得到;In the formula, B xz (z k ), Byz (z k ) and B zz (z k ) are the magnetic induction B x (z k ), By y (z k ) and B z (z k ) along Z The magnetic field gradient in the axial direction, where z k is the sampling position, B xz (z k ), B yz (z k ) and B zz (z k ) are calculated by the above formula (a);
(4)计算所述局部模量CZ(zk)对zk的二阶导数:(4) Calculate the second derivative of the local modulus C Z (z k ) to z k :
(5)减小所述移动控制平台的移动速度,所述三轴磁传感器的采样频率保持不变,不断重复前述(1)-(4),直到所述扫描范围[zj-a,zj+a]内出现第二个损伤位置,记录这两个损伤位置的序列号按先后顺序分别为k=l,k=m,其中,l<m,并记录此时对应的损伤监测分辨率dres0k,则其在[zj-a,zj+a]之内的位置分别为zL和zM;及(5) Reduce the moving speed of the mobile control platform, keep the sampling frequency of the three-axis magnetic sensor unchanged, and repeat the aforementioned (1)-(4) until the scanning range [z j -a, z The second damage location appears within j + a], record the sequence numbers of these two damage locations as k=l, k=m, where l<m, and record the corresponding damage monitoring resolution at this time d res0k , then its positions within [z j -a, z j +a] are z L and z M respectively; and
(6)在型钢构件损伤位置zj处,其对应的损伤尺寸为:(6) At the damage position z j of the steel member, the corresponding damage size is:
dzj=(m-l)dres0k。d zj =(ml)d res0k .
在其中一个实施例中,将所述型钢构件沿长度方向分割为若干等份,将所述移动控制平台分别设置于每一等份的所述型钢构件上,以对整个所述型钢构件Z轴方向上的所述损伤位置及所述损伤尺寸进行监测,从而完成整个所述型钢构件长度方向的所述损伤位置和损伤尺寸的监测。In one of the embodiments, the profiled steel member is divided into several equal parts along the length direction, and the mobile control platform is respectively arranged on each equalized portion of the profiled steel member to control the entire Z-axis of the profiled steel member. The damage position and the damage size in the direction are monitored, so as to complete the monitoring of the damage position and the damage size in the length direction of the entire steel member.
上述型钢构件损伤全过程监测系统及监测方法,能够在酸雨和风雨激振等复杂恶劣服役环境下型钢构件损伤监测和预警问题,不需去除油漆和表层护套等,不影响钢结构使用,操作简单。控制系统可以控制移动控制平台的移动速度和三轴磁传感器传感器的采样频率,得到与损伤尺寸相匹配的控制平台的移动速度和三轴次传感器的采样频率,动态调整损伤监测分辨率,可以改变测量精度,从而可以同时识别微观损伤和宏观损伤,以使该监测系统可以监测损伤的全过程。并且,该型钢构件损伤全过程监测系统可以同时监测损伤位置和损伤尺寸,能够节约程序,提高监测效率。The above-mentioned whole-process damage monitoring system and monitoring method for steel members can monitor and warn the damage of steel members in complex and harsh service environments such as acid rain and wind-induced vibration, without removing paint and surface sheaths, and does not affect the use and operation of steel structures. Simple. The control system can control the moving speed of the mobile control platform and the sampling frequency of the three-axis magnetic sensor sensor, obtain the moving speed of the control platform and the sampling frequency of the three-axis secondary sensor that match the damage size, and dynamically adjust the damage monitoring resolution, which can be changed Measurement accuracy, so that microscopic damage and macroscopic damage can be identified at the same time, so that the monitoring system can monitor the whole process of damage. Moreover, the whole-process monitoring system for steel member damage can monitor the damage location and damage size at the same time, which can save procedures and improve monitoring efficiency.
附图说明Description of drawings
图1为一实施方式中型钢构件损伤全过程监测系统的结构示意图;Fig. 1 is a structural schematic diagram of a whole-process monitoring system for medium-sized steel member damage in an embodiment;
图2为图1中移动控制平台的结构示意图;Fig. 2 is a schematic structural diagram of the mobile control platform in Fig. 1;
图3为图1中磁传感探头的结构示意图;Fig. 3 is a schematic structural diagram of the magnetic sensing probe in Fig. 1;
图4为一实施方式中型钢构件损伤全过程监测方法的流程图。Fig. 4 is a flow chart of a method for monitoring the whole process of damage of a medium-sized steel member according to an embodiment.
具体实施方式Detailed ways
为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图对本发明的具体实施方式做详细的说明。在下面的描述中阐述了很多具体细节以便于充分理解本发明。但是本发明能够以很多不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本发明内涵的情况下做类似改进,因此发明不受下面公开的具体实施的限制。In order to make the above objects, features and advantages of the present invention more comprehensible, specific implementations of the present invention will be described in detail below in conjunction with the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, the present invention can be implemented in many other ways different from those described here, and those skilled in the art can make similar improvements without departing from the connotation of the present invention, so the present invention is not limited by the specific implementations disclosed below.
需要说明的是,当元件被称为“固定于”另一个元件,它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件,它可以是直接连接到另一个元件或者可能同时存在居中元件。本文所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明的目的,并不表示是唯一的实施方式。It should be noted that when an element is referred to as being “fixed” to another element, it can be directly on the other element or there can also be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and similar expressions are used herein for purposes of illustration only and are not intended to represent the only embodiments.
除非另有定义,本文所使用的所有的技术和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同。本文中在本发明的说明书中所使用的术语只是为了描述具体的实施例的目的,不是旨在于限制本发明。Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the technical field of the invention. The terms used herein in the description of the present invention are for the purpose of describing specific embodiments only, and are not intended to limit the present invention.
请参阅图1,一实施方式中的型钢构件损伤全过程监测系统10,可以直接监测型钢构件20内的损伤位置和损伤尺寸,操作简单。具体地,该型钢构件损伤全过程监测系统10包括移动控制平台100、磁传感探头200及控制系统300。Please refer to FIG. 1 , the whole-process damage monitoring system 10 of a steel member in an embodiment can directly monitor the damage location and damage size in a steel member 20 , and is easy to operate. Specifically, the whole-process monitoring system 10 for steel member damage includes a mobile control platform 100 , a magnetic sensor probe 200 and a control system 300 .
移动控制平台100用于设置于型钢构件20上。磁传感探头200设置于移动控制平台100上,移动控制平台100的运动带动磁传感探头200移动,以获取型钢构件20不同位置的三维磁感应强度。控制系统300与移动控制平台100及磁传感探头200通信连接,以控制移动控制平台100和磁传感探头200工作,并根据移动控制平台100及磁传感探头200反馈的信息,计算得到型钢构件20随时间和荷载发展的损伤位置和损伤尺寸。The mobile control platform 100 is used to be arranged on the steel member 20 . The magnetic sensing probe 200 is set on the mobile control platform 100 , and the movement of the mobile control platform 100 drives the magnetic sensing probe 200 to move to obtain the three-dimensional magnetic induction intensity of different positions of the steel member 20 . The control system 300 communicates with the mobile control platform 100 and the magnetic sensor probe 200 to control the work of the mobile control platform 100 and the magnetic sensor probe 200, and calculates and obtains the profile steel according to the information fed back by the mobile control platform 100 and the magnetic sensor probe 200. Damage location and damage size of member 20 as a function of time and loading.
请一并参阅图2,具体地,移动控制平台100包括吸盘110、滑台120、第一电源130及第一无线传输模块140。吸盘110用于吸附于型钢构件20上,从而将整个移动控制平台100设置于型钢构件20上。一实施方式中,吸盘110为机械式真空吸盘。吸盘110的数量为两个,两个吸盘110间隔设置,以保证整个移动控制平台100放置的稳定。滑台120可移动地设置于吸盘110上,两个吸盘110可以保证滑台120运动的稳定。第一电源130分别与滑台120及第一无线传输模块140电连接,以给滑台120和第一无线传输模块140提供电能。第一无线传输模块140分别与滑台120及控制系统300通信连接,以将控制系统300发出的控制信号能够传输给滑台120,以控制滑台120的运动,且将滑台120的运动速度传输给控制系统300。Please also refer to FIG. 2 . Specifically, the mobile control platform 100 includes a suction cup 110 , a sliding platform 120 , a first power supply 130 and a first wireless transmission module 140 . The suction cup 110 is used to absorb on the steel member 20 , so that the entire mobile control platform 100 is arranged on the steel member 20 . In one embodiment, the suction cup 110 is a mechanical vacuum suction cup. The number of suction cups 110 is two, and the two suction cups 110 are arranged at intervals to ensure the stability of the entire mobile control platform 100 . The slide table 120 is movably arranged on the suction cups 110, and the two suction cups 110 can ensure the stability of the slide table 120 movement. The first power supply 130 is electrically connected to the sliding platform 120 and the first wireless transmission module 140 respectively, so as to provide electric energy for the sliding platform 120 and the first wireless transmission module 140 . The first wireless transmission module 140 communicates with the slide table 120 and the control system 300 respectively, so that the control signal sent by the control system 300 can be transmitted to the slide table 120 to control the movement of the slide table 120, and the speed of the slide table 120 transmitted to the control system 300.
请一并参阅图3,磁传感探头200包括外壳210、三轴磁传感器220、第二电源230及第二无线传输模块240。外壳210设置于滑台120上,滑台120的运动带的外壳210运动。三轴磁传感器220、第二电源230及第二无线传输模块240均设置于外壳210内。第二电源230分别与三轴磁传感器220和第二无线传输模块240电连接,以给三轴磁传感器220和第二无线传输模块240提供电量。第二无线传输模块240分别与三轴磁传感器220和控制系统300通信连接。第二无线传输模块240可以将控制系统300发出的控制信号传输给三轴磁传感器220,以控制三轴磁传感器220工作。并且,三轴磁传感器220可以将获取的三维磁感应强度以及采样频率可以传输给控制系统300。Please also refer to FIG. 3 , the magnetic sensing probe 200 includes a housing 210 , a three-axis magnetic sensor 220 , a second power supply 230 and a second wireless transmission module 240 . The casing 210 is disposed on the sliding platform 120 , and the casing 210 of the moving belt of the sliding platform 120 moves. The three-axis magnetic sensor 220 , the second power supply 230 and the second wireless transmission module 240 are all disposed in the housing 210 . The second power supply 230 is respectively electrically connected to the three-axis magnetic sensor 220 and the second wireless transmission module 240 to provide power for the three-axis magnetic sensor 220 and the second wireless transmission module 240 . The second wireless transmission module 240 communicates with the three-axis magnetic sensor 220 and the control system 300 respectively. The second wireless transmission module 240 can transmit the control signal sent by the control system 300 to the three-axis magnetic sensor 220 to control the operation of the three-axis magnetic sensor 220 . Moreover, the three-axis magnetic sensor 220 can transmit the obtained three-dimensional magnetic induction intensity and sampling frequency to the control system 300 .
控制系统300可以为计算机控制系统300。计算机控制系统300可以控制滑台120的移动速度,控制三轴磁传感器220的采样频率,从而控制整个磁传感探头200的损伤监测分辨率。在型钢构件20损伤监测过程中,控制系统300可以获取三轴磁传感器220监测得到的三维磁感应强度,然后控制系统300通过一系列的计算,最后得到损伤位置和损伤尺寸。The control system 300 may be a computer control system 300 . The computer control system 300 can control the moving speed of the sliding table 120 and the sampling frequency of the three-axis magnetic sensor 220 , thereby controlling the damage monitoring resolution of the entire magnetic sensing probe 200 . During the damage monitoring process of the steel member 20, the control system 300 can obtain the three-dimensional magnetic induction intensity monitored by the three-axis magnetic sensor 220, and then the control system 300 can finally obtain the damage location and damage size through a series of calculations.
请参阅图4,本发明还提供一种型钢构件20损伤全过程监测方法。为实现该型钢构件20损伤全过程监测方法,其采用上述型钢构件损伤全过程监测系统10。该型钢构件损伤全过程监测方法具体包括如下步骤:Please refer to FIG. 4 , the present invention also provides a method for monitoring the whole damage process of the steel member 20 . In order to realize the method for monitoring the whole damage process of the steel member 20, the above-mentioned whole damage monitoring system 10 for the steel member is used. The whole-process monitoring method for steel member damage specifically includes the following steps:
步骤S110:将移动控制平台100设置于型钢构件20上,以型钢构件20的一个端部为原点,型钢构件20的长度方向,即所选择的端部至另一个端部的方向,为Z轴方向,型钢构件20的宽度方向为Y轴方向,型钢构件20的高度方向为Z轴方向,构建三维坐标系。Step S110: Set the mobile control platform 100 on the shaped steel member 20, take one end of the shaped steel member 20 as the origin, and the length direction of the shaped steel member 20, that is, the direction from the selected end to the other end, is the Z axis direction, the width direction of the steel member 20 is the Y-axis direction, the height direction of the steel member 20 is the Z-axis direction, and a three-dimensional coordinate system is constructed.
具体地,将移动控制平台100设置于型钢构件20上,且使吸盘110吸附固定于型钢构件20上,从而将整个移动控制平台100设置于型钢构件20上。此时,磁传感探头200中的三轴磁传感器220与型钢构件20的表面相对,以使三轴磁传感器220可以获取型钢构件20的三维磁感应强度。控制系统300调整滑台120的位置,使磁传感探头200位于型钢构件20的起始端,保证磁传感探头200可以从头到尾监测整个型钢构件20。并且,使三轴磁传感器220的三维坐标系与在型钢构件20上构建的三维坐标系保持一致。Specifically, the mobile control platform 100 is arranged on the steel member 20 , and the suction cup 110 is adsorbed and fixed on the steel member 20 , so that the entire mobile control platform 100 is arranged on the steel member 20 . At this time, the three-axis magnetic sensor 220 in the magnetic sensor probe 200 is opposite to the surface of the steel member 20 , so that the three-axis magnetic sensor 220 can obtain the three-dimensional magnetic induction of the steel member 20 . The control system 300 adjusts the position of the slide table 120 so that the magnetic sensor probe 200 is located at the beginning of the steel member 20 , ensuring that the magnetic sensor probe 200 can monitor the entire steel member 20 from beginning to end. In addition, the three-dimensional coordinate system of the three-axis magnetic sensor 220 is consistent with the three-dimensional coordinate system constructed on the steel member 20 .
步骤S120:控制系统300控制移动控制平台100沿Z轴方向移动,以使磁传感探头200获得型钢构件20的三维磁感应强度,并将三维磁感应强度传输到控制系统300中。Step S120 : the control system 300 controls the mobile control platform 100 to move along the Z axis, so that the magnetic sensor probe 200 obtains the three-dimensional magnetic induction of the steel member 20 and transmits the three-dimensional magnetic induction to the control system 300 .
具体地,控制系统300对移动控制平台100中的第一无线传输模块140发送信号,远程控制移动控制平台100中的滑台120沿型钢构件20的长度方向移动。滑台120的运动带动磁传感探头200运动,磁传感探头200也随着移动,磁传感探头200中的三轴磁传感器220测得型钢构件20的三维磁感应强度,然后磁传感探头200中的第二无线传输模块240将型钢构件20的三维磁感应强度传输至控制系统300中。Specifically, the control system 300 sends a signal to the first wireless transmission module 140 in the mobile control platform 100 to remotely control the sliding platform 120 in the mobile control platform 100 to move along the length direction of the steel member 20 . The movement of the sliding table 120 drives the magnetic sensing probe 200 to move, and the magnetic sensing probe 200 also moves accordingly. The three-axis magnetic sensor 220 in the magnetic sensing probe 200 measures the three-dimensional magnetic induction intensity of the steel member 20, and then the magnetic sensing probe The second wireless transmission module 240 in 200 transmits the three-dimensional magnetic induction intensity of the steel member 20 to the control system 300 .
步骤130:控制系统300对三维磁感应强度进行处理,进一步发送信号多次调整移动控制平台100的移动速度和磁传感探头200的采样频率,得到与损伤尺寸相匹配的移动控制平台100的移动速度及磁传感探头200的采样频率,根据三维磁感应强度的计算处理,得到型钢构件20的损伤位置和损伤尺寸。Step 130: The control system 300 processes the three-dimensional magnetic induction intensity, and further sends signals to adjust the moving speed of the mobile control platform 100 and the sampling frequency of the magnetic sensing probe 200 multiple times to obtain the moving speed of the mobile control platform 100 that matches the damage size And the sampling frequency of the magnetic sensing probe 200, according to the calculation and processing of the three-dimensional magnetic induction intensity, the damage position and damage size of the steel member 20 are obtained.
具体地,控制系统300对型钢构件20的三维磁感应强度进行处理,然后进一步发出信号多次调整移动控制平台100的移动速度和磁传感探头200中的三轴磁传感器220的采样频率,得到与损伤尺寸相匹配的移动控制平台100的移动速度和三轴磁传感器220的采样频率,动态调整磁传感探头200的损伤监测分辨率。最后根据三维磁感应强度,计算得到型钢构件20的损伤位置,并根据损伤位置计算得到损伤尺寸。Specifically, the control system 300 processes the three-dimensional magnetic induction intensity of the steel member 20, and then further sends out signals to adjust the moving speed of the mobile control platform 100 and the sampling frequency of the three-axis magnetic sensor 220 in the magnetic sensor probe 200 for multiple times to obtain the same The damage size matches the moving speed of the mobile control platform 100 and the sampling frequency of the three-axis magnetic sensor 220 to dynamically adjust the damage monitoring resolution of the magnetic sensing probe 200 . Finally, according to the three-dimensional magnetic induction intensity, the damage position of the steel member 20 is calculated, and the damage size is calculated according to the damage position.
具体地,控制系统300计算得到型钢构件20的损伤位置的步骤具体为:Specifically, the steps for the control system 300 to calculate the damage position of the steel member 20 are as follows:
S1)在型钢构件20的长度方向,即Z轴方向,移动控制平台100的移动速度为:S1) In the length direction of the steel member 20, i.e. the Z-axis direction, the moving speed of the mobile control platform 100 is:
u=dresfu=d res f
式中,dres为损伤监测分辨率,u为移动控制平台100的移动速度,单位为m/s,f为三轴磁传感器220的采样频率。第一次测试时,dres取0.001m,f=1000Hz。In the formula, d res is the damage monitoring resolution, u is the moving speed of the mobile control platform 100 in m/s, and f is the sampling frequency of the three-axis magnetic sensor 220 . When testing for the first time, d res takes 0.001m, f=1000Hz.
S2)在移动控制平台100中滑台120的运动范围内,磁传感探头200随着滑台120的移动而进行高速采样。随时间和荷载发展,磁传感探头200从型钢构件20的一端移动到另一端,相应地形成多个采样序列。对于第i个采样序列,磁传感探头200中的三轴磁传感器220测得X轴、Y轴及Z轴方向的磁感应强度分别为Bx(zi),By(zi)和Bz(zi),其采样位置zi为:S2) Within the movement range of the sliding platform 120 in the mobile control platform 100, the magnetic sensor probe 200 performs high-speed sampling along with the movement of the sliding platform 120 . As time and load develop, the magnetic sensing probe 200 moves from one end of the steel member 20 to the other, correspondingly forming a plurality of sampling sequences. For the i-th sampling sequence, the three-axis magnetic sensor 220 in the magnetic sensor probe 200 measures the magnetic induction in the X-axis, Y-axis and Z-axis directions as B x (z i ), B y (z i ) and B z (z i ), its sampling position z i is:
zi=(i-1)dres。z i =(i−1)d res .
S3)计算每一时刻磁感应强度Bx(zi)、By(zi)和Bz(zi)在Z轴方向上的磁场梯度S3) Calculate the magnetic field gradient of the magnetic induction intensity B x (z i ), By y (z i ) and B z (z i ) in the Z-axis direction at each moment
式中,Bxz(zi)、Byz(zi)和Bzz(zi)分别为磁感应强度Bx(zi),By(zi),Bz(zi)沿着Z轴方向的磁场梯度。In the formula, B xz ( zi ), Byz ( zi ) and B zz ( zi ) are the magnetic induction B x ( zi ), By y ( zi ), B z ( zi ) along Z The magnetic field gradient in the axial direction.
S4)计算每一时刻的磁场梯度Bxz(zi)、Byz(zi)和Bzz(zi)在Z轴方向的局部缩并,定义为局部模量CZ(zi):S4) Calculate the local contraction of the magnetic field gradients B xz ( zi ), Byz ( zi ) and B zz ( zi ) in the Z-axis direction at each moment, defined as the local modulus C Z ( zi ):
S5)确定型钢构件20在所述Z轴方向上的损伤位置zi S5) Determining the damage position z i of the steel member 20 in the Z-axis direction
S6)绘制CZZ(zi)与zi之间的关系曲线,关系曲线的突变处即是型钢构件20在Z轴方向上的损伤位置。S6) Draw a relationship curve between C ZZ (z i ) and zi , and the sudden change of the relationship curve is the damage position of the steel member 20 in the Z-axis direction.
S7)将移动控制平台100中滑台120的移动速度减小一半,三轴磁传感器220的采样频率保持不变,即f=1000Hz,则将损伤监测分辨率dres的值也减小50%,重复S1)-S6),得到多条CZZ(zi)与zi的曲线。当曲线出现突变时,曲线突变处即为型钢构件20长度方向的损伤位置,此时记录相应的损伤监测分辨率dresi及移动控制平台100的移动速度ui,得到型钢构件20长度方向一系列的损伤位置。其中,在探测损伤位置时,损伤监测分辨率dres最小取0.000001m,即1微米。S7) The moving speed of the sliding table 120 in the mobile control platform 100 is reduced by half, the sampling frequency of the three-axis magnetic sensor 220 remains unchanged, that is, f=1000Hz, and the value of the damage monitoring resolution d res is also reduced by 50%. , repeat S1)-S6), and obtain multiple curves of C ZZ (z i ) and z i . When there is a sudden change in the curve, the sudden change in the curve is the damage position in the length direction of the steel member 20. At this time, the corresponding damage monitoring resolution d resi and the moving speed u i of the mobile control platform 100 are recorded to obtain a series of location of the damage. Wherein, when detecting the damage position, the minimum damage monitoring resolution d res is 0.000001 m, that is, 1 micron.
根据前述方法测得型钢构件20的损伤位置后,计算得到型钢构件20损伤尺寸的方法具体为:After measuring the damaged position of the shaped steel member 20 according to the aforementioned method, the method for calculating the damaged size of the shaped steel member 20 is specifically as follows:
(1)将前述计算得到的损伤位置定位为zj,以损伤位置zj为中心,沿Z轴方向左右选取预设长度a组成扫描范围[zj-a,zj+a]。具体地,以损伤位置zj为中心,左右取0.01m,即扫描范围为[zj-0.01,zj+0.01]。(1) Locate the damage position obtained by the above calculation as z j , take the damage position z j as the center, and select a preset length a along the Z-axis direction to form the scanning range [z j -a, z j +a]. Specifically, take the damage position z j as the center, take 0.01m left and right, that is, the scanning range is [z j -0.01, z j +0.01].
(2)在扫描范围[zj-a,zj+a]内,以损伤监测分辨率dres0对型钢构件20进行损伤监测。其中,移动控制平台100的移动速度为u0,磁传感探头200中三轴磁传感器220的采样频率为f0=10000Hz,则在扫描范围[zj-a,zj+a]内采样频次为2a/dres0。其中,在扫描范围[zj-a,zj+a]内第一次扫描时,使损伤监测分辨率dres0等于损伤监测分辨率dres。(2) Within the scanning range [z j −a, z j +a], perform damage monitoring on the steel member 20 at a damage monitoring resolution d res0 . Wherein, the moving speed of the mobile control platform 100 is u 0 , the sampling frequency of the three-axis magnetic sensor 220 in the magnetic sensor probe 200 is f 0 =10000Hz, and the sampling frequency is within the scanning range [z j -a, z j +a] The frequency is 2a/d res0 . Wherein, during the first scan within the scanning range [z j -a, z j +a], the damage monitoring resolution d res0 is equal to the damage monitoring resolution d res .
(3)以损伤监测分辨率dres0,在扫描范围[zj-a,zj+a]内,对型钢构件20进行损伤监测。计算在扫描范围[zj-a,zj+a]内每一位置的磁场梯度在Z轴方向的局部缩并,定义为局部模量CZ(zk),其中:(3) Perform damage monitoring on the steel member 20 within the scanning range [z j -a, z j +a] at the damage monitoring resolution d res0 . Calculate the local contraction of the magnetic field gradient in the Z-axis direction at each position within the scanning range [z j -a, z j +a], defined as the local modulus C Z (z k ), where:
zk=zj-a+(k-1)dres0 z k =z j -a+(k-1)d res0
式中,Bxz(zk)、Byz(zk)和Bzz(zk)分别为磁感应强度Bx(zk),By(zk)和Bz(zk)沿着Z轴方向的磁场梯度,其中zk为采样位置,Bxz(zk)、Byz(zk)和Bzz(zk)与前述计算磁场梯度的公式相同,在此不再赘述。In the formula, B xz (z k ), Byz (z k ) and B zz (z k ) are the magnetic induction B x (z k ), By y (z k ) and B z (z k ) along Z The magnetic field gradient in the axial direction, where z k is the sampling position, and B xz (z k ), Byz (z k ) and B zz (z k ) are the same as the previous formulas for calculating the magnetic field gradient, and will not be repeated here.
(4)计算局部模量CZ(zk)对zk的二阶导数:(4) Calculate the second derivative of the local modulus C Z (z k ) with respect to z k :
(5)减小移动控制平台100的移动速度u0,三轴磁传感器220的采样频率不变,则损伤监测分辨率dres0也相应减小。具体地,移动控制平台100的移动速度u0减小一半,三轴磁传感器220的采样频率f0=10000Hz,则损伤监测分辨率dres0的值也减小50%。不断重复前述(1)-(4),使得损伤监测分辨率的值不断降低,即损伤监测精度不断提高,对扫描范围[zj-a,zj+a]的型钢构件20不断重复进行探测,直到扫描范围[zj-a,zj+a]内出现第二个损伤位置。记录这两个损伤位置的先后序列号为k=l,k=m,其中l<m,并记录此时对应的损伤监测分辨率dres0k,则在扫描范围[zj-a,zj+a]之内的位置分别为zL和zM。其中,损伤监测分辨率dres0最小取0.0000001m,即0.1微米。(5) Decrease the moving speed u 0 of the mobile control platform 100 and keep the sampling frequency of the three-axis magnetic sensor 220 unchanged, so the damage monitoring resolution d res0 will also decrease accordingly. Specifically, if the moving speed u 0 of the mobile control platform 100 is reduced by half, and the sampling frequency f 0 of the three-axis magnetic sensor 220 =10000 Hz, the value of the damage monitoring resolution d res0 is also reduced by 50%. Continuously repeating the aforementioned (1)-(4), the value of the damage monitoring resolution is continuously reduced, that is, the damage monitoring accuracy is continuously improved, and the steel member 20 in the scanning range [z j -a, z j +a] is repeatedly detected , until the second damage location appears within the scanning range [z j -a, z j +a]. Record the serial numbers of the two damage positions as k=l, k=m, where l<m, and record the corresponding damage monitoring resolution d res0k at this time, then in the scanning range [z j -a, z j + The positions within a] are z L and z M , respectively. Wherein, the minimum damage monitoring resolution d res0 is 0.0000001 m, that is, 0.1 micron.
(6)在型钢构件20损伤位置zj处,其对应的损伤尺寸为:(6) At the damage position z j of the steel member 20, the corresponding damage size is:
dzj=(m-l)dres0k。d zj =(ml)d res0k .
型钢构件20在Z轴方向上其他的损伤位置对应的损伤尺寸的计算方法与上述相同,在此不再详述。The calculation method of the damage size corresponding to other damage positions of the shaped steel member 20 in the Z-axis direction is the same as above, and will not be described in detail here.
一实施方式中,由于型钢构件20的长度较长,而整个型钢构件损伤全过程监测系统10的监测范围有限。因此可以将型钢构件20沿长度方向分割为若干等份,将移动控制平台100的吸盘110吸附固定于每一等份的型钢构件20上,并监测该等份型钢构件20的损伤位置和损伤尺寸。监测完毕后拆卸下吸盘110,然后固定安装在下一等份型钢构件20上进行监测,从而完成型钢构件20长度方向的损伤位置和损伤尺寸的监测。In one embodiment, due to the long length of the shaped steel member 20 , the monitoring range of the entire damage process monitoring system 10 for the entire shaped steel member is limited. Therefore, the shaped steel member 20 can be divided into several equal parts along the length direction, and the suction cup 110 of the mobile control platform 100 can be adsorbed and fixed on each equalized shaped steel member 20, and the damage position and damage size of the equal shaped steel member 20 can be monitored. . After the monitoring is completed, the suction cup 110 is disassembled, and then fixedly installed on the next equal portion of the steel member 20 for monitoring, thereby completing the monitoring of the damage position and damage size of the steel member 20 in the longitudinal direction.
上述型钢构件损伤全过程监测系统10及型钢构件20损伤监测方法,能够在酸雨和风雨激振等复杂恶劣服役环境下型钢构件20损伤监测和预警问题,不需去除油漆和表层护套等,不影响钢结构使用,操作简单。型钢构件损伤全过程监测系统10可以同时识别损伤位置和损伤尺寸,能够节约监测程序,效率较高。并且,控制系统300多次调整移动控制平台100的移动速度和三轴磁传感器220的采样频率,得到与损伤尺度相匹配的移动控制平台100的移动速度和三轴磁传感器220的采样频率,动态调整损伤监测分辨率,可以改变测量精度,从而可以同时识别微观损伤和宏观损伤,以使该监测系统可以监测损伤的全过程,适用范围较广。The above-mentioned whole-process damage monitoring system 10 for steel members and the damage monitoring method for steel members 20 can monitor and warn the damage of steel members 20 in complex and harsh service environments such as acid rain, wind and rain and vibration, and do not need to remove paint and surface sheaths. It affects the use of steel structures and is easy to operate. The whole-process damage monitoring system 10 for steel members can identify the damage location and damage size at the same time, which can save monitoring procedures and has high efficiency. In addition, the control system 300 adjusts the moving speed of the mobile control platform 100 and the sampling frequency of the three-axis magnetic sensor 220 multiple times to obtain the moving speed of the mobile control platform 100 and the sampling frequency of the three-axis magnetic sensor 220 that match the damage scale. Adjusting the damage monitoring resolution can change the measurement accuracy, so that microscopic damage and macroscopic damage can be identified at the same time, so that the monitoring system can monitor the whole process of damage and has a wide range of applications.
以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The technical features of the above-mentioned embodiments can be combined arbitrarily. To make the description concise, all possible combinations of the technical features in the above-mentioned embodiments are not described. However, as long as there is no contradiction in the combination of these technical features, should be considered as within the scope of this specification.
以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above-mentioned embodiments only express several implementation modes of the present invention, and the descriptions thereof are relatively specific and detailed, but should not be construed as limiting the patent scope of the invention. It should be pointed out that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the patent for the present invention should be based on the appended claims.
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