CN103868630A - Inverse magnetostrictive effect-based suspender tension sensor and tension measuring method thereof - Google Patents

Inverse magnetostrictive effect-based suspender tension sensor and tension measuring method thereof Download PDF

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CN103868630A
CN103868630A CN201410095337.5A CN201410095337A CN103868630A CN 103868630 A CN103868630 A CN 103868630A CN 201410095337 A CN201410095337 A CN 201410095337A CN 103868630 A CN103868630 A CN 103868630A
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suspender
clamp
connecting rod
tension sensor
tension
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姜建山
唐光武
张又进
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China Merchants Chongqing Communications Research and Design Institute Co Ltd
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China Merchants Chongqing Communications Research and Design Institute Co Ltd
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Abstract

一种基于逆磁致伸缩效应的吊杆拉力传感器,由两个夹具、连接杆、两个激励线圈和检测线圈组成;所述夹具一端形成夹持部,夹具另一端形成连接部,夹具通过夹持部与待测吊杆固定连接,夹具通过连接部与连接杆连接;激励线圈缠绕在夹具上连接部和夹持部之间的位置处,检测线圈缠绕在连接杆上两个连接部之间的位置处;所述连接杆形成轭铁,所述夹具形成磁极,轭铁、两个磁极和两个磁极之间的待测吊杆形成封闭的磁回路。本发明的有益技术效果是:大大简化了基于逆磁致伸缩效应的拉应力传感器的安装过程,扩展了拉应力传感器的适应环境,为吊杆的应力监测提供了一种新的手段。

A boom tension sensor based on the inverse magnetostrictive effect, which is composed of two clamps, a connecting rod, two excitation coils and a detection coil; one end of the clamp forms a clamping part, and the other end of the clamp forms a connecting part, and the clamp passes through the clamp The holding part is fixedly connected with the suspender to be tested, and the fixture is connected with the connecting rod through the connecting part; the excitation coil is wound on the position between the connecting part and the clamping part on the fixture, and the detection coil is wound between the two connecting parts on the connecting rod The connecting rod forms a yoke, the clamp forms a magnetic pole, and the yoke, the two magnetic poles and the suspender to be tested between the two magnetic poles form a closed magnetic circuit. The beneficial technical effects of the invention are: greatly simplifying the installation process of the tensile stress sensor based on the inverse magnetostrictive effect, expanding the adaptability of the tensile stress sensor to the environment, and providing a new means for the stress monitoring of the suspender.

Description

基于逆磁致伸缩效应的吊杆拉力传感器及其拉力测量方法Suspender tension sensor and its tension measurement method based on inverse magnetostrictive effect

技术领域technical field

本发明涉及一种针对索,杆钢构件的内部应力测量技术,尤其涉及一种基于逆磁致伸缩效应的吊杆拉力传感器及其拉力测量方法。The invention relates to an internal stress measurement technology for steel members of cables and rods, in particular to a suspender tension sensor based on an inverse magnetostrictive effect and a tension measurement method thereof.

背景技术Background technique

在系杆拱桥中的吊杆一般可做成刚性吊杆或柔性吊杆两种。刚性吊杆应用情况如下:The suspenders in tie-bar arch bridges can generally be made into rigid suspenders or flexible suspenders. Rigid boom applications are as follows:

吊杆是一根轴心受拉构件,做成钢筋混凝土构件则易产生开裂,且截面尺寸也较大,故常采用预应力构件,通过给吊杆施加预压应力,避免吊杆在荷载作用下开裂,这样称之为刚性吊杆。柔性吊杆是采用预应力高强钢丝束或钢绞线,只承受拉力作用,不能受压,在桥较宽、吊杆间距较大、荷载也较大时,使用较合理方便。不论是刚性吊杆还是柔性吊杆,以上都需要准确测量其拉力。The boom is an axial tension member. It is easy to crack when it is made of reinforced concrete members, and the cross-sectional size is also large. Therefore, prestressed members are often used. By applying precompressive stress to the boom, it can avoid the boom under load Cracking, so called a rigid boom. The flexible suspender is made of prestressed high-strength steel wire bundle or steel strand, which only bears the action of tension and cannot be compressed. It is more reasonable and convenient to use when the bridge is wide, the distance between the suspenders is large, and the load is also large. Whether it is a rigid boom or a flexible boom, the above requires accurate measurement of its tension.

目前国内外可初步用于吊杆拉力测量的有振动频率法和通过安装套筒式磁弹传感器的电磁测量法。振动频率法是安装加速度传感器在吊杆上测出吊杆振动的固有频率、然后利用吊杆的力学参数,建立结构模型并进行模态分析得到拉力与振动频率的关系,从而计算出拉力。该方法除了是间接测量方式外,吊杆需通过随机起振测量其频率比较不方便,往往需要通过外部激励。At present, there are vibration frequency method and electromagnetic measurement method through the installation of sleeve type magnetic elastic sensor that can be initially used for boom tension measurement at home and abroad. The vibration frequency method is to install the acceleration sensor on the boom to measure the natural frequency of the boom vibration, and then use the mechanical parameters of the boom to establish a structural model and perform modal analysis to obtain the relationship between the tension and the vibration frequency, thereby calculating the tension. In addition to the indirect measurement method, it is inconvenient to measure the frequency of the boom through random vibration, and often requires external excitation.

当铁磁材料受到外部应力作用时,其长度、截面积等几何参数和内部应力都会发生变化,这种几何参数和内部应力变化最终会导致铁磁材料磁特性参数(比如磁导率)发生变化。当磁特性参数(磁导率)由于受力变化而改变时,若在铁磁材料上施加有电磁激励,通过适当方式测量出其磁特性参数的变化即可反推其受力状态。When a ferromagnetic material is subjected to external stress, its geometric parameters such as length and cross-sectional area and internal stress will change. This change in geometric parameters and internal stress will eventually lead to changes in the magnetic characteristic parameters (such as magnetic permeability) of ferromagnetic materials. . When the magnetic characteristic parameter (magnetic permeability) changes due to the change of force, if electromagnetic excitation is applied to the ferromagnetic material, the change of its magnetic characteristic parameter can be measured in an appropriate way to infer its stress state.

目前索杆钢构件的基于逆磁致伸缩的应力测量研究和应用仍处于起步阶段,具体到吊杆上,常见的测量方式为:以被测吊杆为铁芯,在铁芯外设置感应线圈和励磁线圈,被测吊杆既是励磁线圈的铁芯同时也是感应线圈的铁芯,这种测量方式需要将线圈需要套接在被测吊杆外,故现有技术中要么在制作或安装吊杆时预先将线圈套筒穿套在吊杆上,要么只能现场绕制线圈,测量装置安装十分麻烦,大大的限制了其应用及测量精度。At present, the research and application of stress measurement based on inverse magnetostriction for cable-strut steel members is still in its infancy. For the suspender, the common measurement method is: use the suspender to be tested as the iron core, and set the induction coil outside the iron core. and the excitation coil, the tested boom is not only the iron core of the excitation coil but also the iron core of the induction coil. This measurement method needs to connect the coil to the outside of the tested boom, so in the prior art, either in the production or installation of the boom The coil sleeve is put on the boom in advance, or the coil can only be wound on site. The installation of the measuring device is very troublesome, which greatly limits its application and measurement accuracy.

发明内容Contents of the invention

针对背景技术中的问题,本发明提出了一种基于逆磁致伸缩效应的吊杆拉力传感器,其结构为:所述吊杆拉力传感器由两个夹具、连接杆、两个激励线圈和检测线圈组成;所述夹具一端形成夹持部,夹具另一端形成连接部,夹具通过夹持部与待测吊杆固定连接,夹具通过连接部与连接杆连接;激励线圈缠绕在夹具上连接部和夹持部之间的位置处,检测线圈缠绕在连接杆上两个连接部之间的位置处;所述连接杆形成轭铁,所述夹具形成磁极,轭铁、两个磁极和两个磁极之间的待测吊杆形成封闭的磁回路。Aiming at the problems in the background technology, the present invention proposes a boom tension sensor based on the inverse magnetostrictive effect, the structure of which is: the boom tension sensor consists of two clamps, a connecting rod, two excitation coils and a detection coil Composition; one end of the clamp forms a clamping part, the other end of the clamp forms a connecting part, the clamp is fixedly connected to the suspension rod to be tested through the clamping part, and the clamp is connected to the connecting rod through the connecting part; the excitation coil is wound on the connecting part and the clamp The position between the holding parts, the detection coil is wound at the position between the two connecting parts on the connecting rod; the connecting rod forms a yoke, the clamp forms a magnetic pole, the yoke, the two magnetic poles and the connection between the two magnetic poles The suspenders to be tested form a closed magnetic circuit.

前述吊杆拉力传感器的原理是:轭铁、左右两个磁极和该两个磁极之间的待测吊杆四者形成封闭的磁回路后,此时,只需对检测线圈上的输出感应电压进行测量即可知道待测吊杆在当前情况下所承受的外应力大小。相比于现有技术,本发明所提出的结构具有结构简单、拆装方便的优势,既不需要在制作或安装吊杆时预先设置传感器,也不需要现场绕制线圈,可以十分便捷地在运营中的吊杆上加装传感器,大大扩展了基于逆磁致伸缩效应的传感器在应力测量中的应用环境。The principle of the above-mentioned boom tension sensor is: after the yoke, the left and right magnetic poles and the suspender to be tested between the two magnetic poles form a closed magnetic circuit, at this time, only the output induced voltage on the detection coil By measuring, we can know the external stress that the suspender to be tested bears under the current situation. Compared with the prior art, the structure proposed by the present invention has the advantages of simple structure and convenient disassembly and assembly. It does not need to pre-set sensors when making or installing suspenders, nor does it need to wind coils on site. The installation of sensors on the booms in operation greatly expands the application environment of sensors based on the inverse magnetostrictive effect in stress measurement.

为了使传感器结构简单化以便制作以及提高传感器的美观性,本发明还在前述方案基础上作了如下改进:所述连接杆的轴向与待测吊杆轴向平行。基于与前述改进相同的原因,本发明还针对连接杆和夹具的结构提出了如下的优选方案:所述连接杆的轴向与夹具轴向垂直。In order to simplify the structure of the sensor for manufacturing and improve the aesthetics of the sensor, the present invention also makes the following improvement on the basis of the foregoing solution: the axial direction of the connecting rod is parallel to the axial direction of the suspension rod to be tested. Based on the same reason as the aforementioned improvement, the present invention also proposes the following preferred solution for the structure of the connecting rod and the clamp: the axial direction of the connecting rod is perpendicular to the axial direction of the clamp.

本发明还针对连接杆提出了如下优选方案:所述连接杆为长方体形,连接杆上设置有两个轴向平行的安装孔,安装孔形状与连接部形状匹配,连接部插接在安装孔内,连接部和安装孔过盈配合。The present invention also proposes the following optimal solution for the connecting rod: the connecting rod is in the shape of a cuboid, and the connecting rod is provided with two axially parallel mounting holes, the shape of the mounting holes matches the shape of the connecting part, and the connecting part is plugged into the mounting hole Inside, the connection part and the mounting hole are interference fit.

优选地,所述夹持部由两个装夹块组成,其中一个装夹块与夹具本体为整体结构;两个装夹块上都设置有半圆形缺口,两个半圆形缺口将待测吊杆包夹在内;两个装夹块之间通过螺栓连接。Preferably, the clamping part is composed of two clamping blocks, one of which is an integral structure with the clamp body; semicircular notches are provided on the two clamping blocks, and the two semicircular notches will be The measuring boom is clamped inside; the two clamping blocks are connected by bolts.

本发明还提出了一种基于逆磁致伸缩效应的吊杆拉力测量方法,该测量方法所依赖的硬件装置即为前述的吊杆拉力传感器;所述测量方法为:The present invention also proposes a method for measuring the tension of the boom based on the inverse magnetostrictive effect, the hardware device on which the measurement method depends is the aforementioned tension sensor for the boom; the measurement method is:

1)将前述吊杆拉力传感器安装在待测吊杆上;1) Install the aforementioned boom tension sensor on the boom to be tested;

2)定期对吊杆拉力传感器施加电磁激励,读取当前电磁激励条件下吊杆拉力传感器的输出电压值,并计算出拉力;2) Apply electromagnetic excitation to the boom tension sensor regularly, read the output voltage value of the boom tension sensor under the current electromagnetic excitation conditions, and calculate the pulling force;

3)将计算出的拉力与设定的安全阈值进行比较:若计算出的拉力大于安全阈值,则发出告警;若拉力小于安全阈值,则仅作记录不告警,返回步骤2);3) Compare the calculated pulling force with the set safety threshold: if the calculated pulling force is greater than the safety threshold, an alarm will be issued; if the pulling force is less than the safety threshold, only a record will be made without an alarm, and return to step 2);

步骤2)中,根据下式计算拉力σ(t):In step 2), the pulling force σ(t) is calculated according to the following formula:

Figure BDA0000477159900000021
Figure BDA0000477159900000021

其中,N感应为感应线圈匝数;S为待测吊杆的横截面面积;Hm为电磁激励的磁场幅值;V为吊杆拉力传感器在当前电磁激励条件下的输出电压;m1为与吊杆的材料相关的一阶泰勒展开系数,m1能通过对与待测吊杆材质相同的试样进行仿真实验获取。Among them, N induction is the number of turns of the induction coil; S is the cross-sectional area of the boom to be tested; H m is the magnetic field amplitude of electromagnetic excitation; V is the output voltage of the boom tension sensor under the current electromagnetic excitation condition; m 1 is the first-order Taylor expansion coefficient related to the material of the suspender, and m 1 can be obtained by performing simulation experiments on samples with the same material as the suspender to be tested.

本发明的有益技术效果是:大大简化了基于逆磁致伸缩效应的拉应力传感器的安装过程,扩展了拉应力传感器的适应环境,为吊杆的应力监测提供了一种新的手段。The beneficial technical effects of the invention are: greatly simplifying the installation process of the tensile stress sensor based on the inverse magnetostrictive effect, expanding the adaptability of the tensile stress sensor to the environment, and providing a new means for the stress monitoring of the suspender.

附图说明Description of drawings

图1、本发明的结构示意图一;Fig. 1, structural representation one of the present invention;

图2、夹具结构示意图;Figure 2. Schematic diagram of the fixture structure;

图3、本发明的结构示意图二;Fig. 3, the structural representation two of the present invention;

图中各个标记所对应的部件名称分别为:夹具1、夹持部1-1、连接部1-2、装夹块1-3、连接杆2、激励线圈3、检测线圈4、待测吊杆5。The names of the parts corresponding to each mark in the figure are: fixture 1, clamping part 1-1, connecting part 1-2, clamping block 1-3, connecting rod 2, excitation coil 3, detection coil 4, crane to be tested pole 5.

具体实施方式Detailed ways

一种基于逆磁致伸缩效应的吊杆拉力传感器,其结构为:所述吊杆拉力传感器由两个夹具1、连接杆2、两个激励线圈3和检测线圈4组成;所述夹具1一端形成夹持部1-1,夹具1另一端形成连接部1-2,夹具1通过夹持部1-1与待测吊杆5固定连接,夹具1通过连接部1-2与连接杆2连接;激励线圈3缠绕在夹具1上连接部1-2和夹持部1-1之间的位置处,检测线圈4缠绕在连接杆2上两个连接部1-2之间的位置处;所述连接杆2形成轭铁,所述夹具1形成磁极,轭铁、两个磁极和两个磁极之间的待测吊杆5形成封闭的磁回路。A boom tension sensor based on the inverse magnetostrictive effect, its structure is: the boom tension sensor is composed of two clamps 1, a connecting rod 2, two excitation coils 3 and a detection coil 4; one end of the clamp 1 A clamping part 1-1 is formed, and the other end of the clamp 1 forms a connecting part 1-2. The clamp 1 is fixedly connected to the suspension rod 5 to be tested through the clamping part 1-1, and the clamp 1 is connected to the connecting rod 2 through the connecting part 1-2. The excitation coil 3 is wound at the position between the connecting part 1-2 and the clamping part 1-1 on the clamp 1, and the detection coil 4 is wound at the position between the two connecting parts 1-2 on the connecting rod 2; The connecting rod 2 forms a yoke, the clamp 1 forms a magnetic pole, and the yoke, the two magnetic poles and the suspension rod 5 to be tested between the two magnetic poles form a closed magnetic circuit.

进一步地,所述连接杆2的轴向与待测吊杆5轴向平行。Further, the axial direction of the connecting rod 2 is parallel to the axial direction of the suspension rod 5 to be tested.

进一步地,所述连接杆2的轴向与夹具1轴向垂直。Further, the axial direction of the connecting rod 2 is perpendicular to the axial direction of the fixture 1 .

进一步地,所述连接杆2为长方体形,连接杆2上设置有两个轴向平行的安装孔,安装孔形状与连接部1-2形状匹配,连接部1-2插接在安装孔内,连接部1-2和安装孔过盈配合。Further, the connecting rod 2 is in the shape of a cuboid, and the connecting rod 2 is provided with two axially parallel mounting holes, the shape of the mounting holes matches the shape of the connecting part 1-2, and the connecting part 1-2 is inserted into the mounting hole , The connecting part 1-2 is interference fit with the mounting hole.

进一步地,所述夹持部1-1由两个装夹块组成,其中一个装夹块与夹具1本体为整体结构;两个装夹块上都设置有半圆形缺口,两个半圆形缺口将待测吊杆5包夹在内;两个装夹块之间通过螺栓连接。Further, the clamping part 1-1 is composed of two clamping blocks, one of which is an integral structure with the body of the fixture 1; semicircular notches are arranged on the two clamping blocks, and the two semicircular The suspender 5 to be tested is clamped by the shaped gap; the two clamping blocks are connected by bolts.

一种基于逆磁致伸缩效应的吊杆拉力测量方法,所涉及的硬件有吊杆拉力传感器,所述吊杆拉力传感器由两个夹具1、连接杆2、两个激励线圈3和检测线圈4组成;所述夹具1一端形成夹持部1-1,夹具1另一端形成连接部1-2,夹具1通过夹持部1-1与待测吊杆5固定连接,夹具1通过连接部1-2与连接杆2连接;激励线圈3缠绕在夹具1上连接部1-2和夹持部1-1之间的位置处,检测线圈4缠绕在连接杆2上两个连接部1-2之间的位置处;所述连接杆2形成轭铁,所述夹具1形成磁极,轭铁、两个磁极和两个磁极之间的待测吊杆5形成封闭的磁回路;A method for measuring the tension of a boom based on the inverse magnetostrictive effect, the hardware involved includes a tension sensor of the boom, and the tension sensor of the boom consists of two clamps 1, a connecting rod 2, two excitation coils 3 and a detection coil 4 Composition; one end of the clamp 1 forms a clamping part 1-1, the other end of the clamp 1 forms a connecting part 1-2, the clamp 1 is fixedly connected to the suspension rod 5 to be tested through the clamping part 1-1, and the clamp 1 passes through the connecting part 1 -2 is connected with the connecting rod 2; the excitation coil 3 is wound on the clamp 1 between the connecting part 1-2 and the clamping part 1-1, and the detection coil 4 is wound on the connecting rod 2 between the two connecting parts 1-2 The connecting rod 2 forms a yoke, the clamp 1 forms a magnetic pole, and the yoke, the two magnetic poles and the suspender 5 to be tested between the two magnetic poles form a closed magnetic circuit;

所述监测方法为:The monitoring methods are:

1)将前述吊杆拉力传感器安装在待测吊杆5上;1) Install the aforementioned boom tension sensor on the boom 5 to be tested;

2)定期对吊杆拉力传感器施加电磁激励,读取当前电磁激励条件下吊杆拉力传感器的输出电压值,并计算出拉力;2) Apply electromagnetic excitation to the boom tension sensor regularly, read the output voltage value of the boom tension sensor under the current electromagnetic excitation conditions, and calculate the pulling force;

3)将计算出的拉力与设定的安全阈值进行比较:若计算出的拉力大于安全阈值,则发出告警;若拉力小于安全阈值,则仅作记录不告警,返回步骤2);3) Compare the calculated pulling force with the set safety threshold: if the calculated pulling force is greater than the safety threshold, an alarm will be issued; if the pulling force is less than the safety threshold, only a record will be made without an alarm, and return to step 2);

步骤2)中,根据下式计算拉力σ(t):In step 2), the pulling force σ(t) is calculated according to the following formula:

Figure BDA0000477159900000031
Figure BDA0000477159900000031

其中,N感应为感应线圈匝数;S为待测吊杆5的横截面面积;Hm为电磁激励的磁场幅值;V为吊杆拉力传感器在当前电磁激励条件下的输出电压;m1为与吊杆的材料相关的一阶泰勒展开系数,m1能通过对与待测吊杆5材质相同的试样进行仿真实验获取。Wherein, N induction is the number of turns of the induction coil; S is the cross-sectional area of the suspension rod 5 to be measured ; H m is the magnetic field amplitude of electromagnetic excitation; V is the output voltage of the suspension rod tension sensor under the current electromagnetic excitation condition; m 1 is the first-order Taylor expansion coefficient related to the material of the suspender, and m 1 can be obtained by performing a simulation experiment on a sample made of the same material as the suspender 5 to be tested.

前述拉力计算公式是这样推导的:The aforementioned formula for calculating the pulling force is derived as follows:

当采取某种形式的激励磁场对吊杆进行轴向磁化时,加载外力和材料的温度变化所导致的感应输出电压依据激励磁场的不同而有所不同;激励磁场可分为稳恒磁场激励、周期性脉冲磁场激励和交变磁场激励等情况;When a certain form of exciting magnetic field is adopted to magnetize the suspender axially, the induced output voltage caused by the external force and the temperature change of the material varies according to the different exciting magnetic fields; the exciting magnetic field can be divided into steady magnetic field excitation, Periodic pulsed magnetic field excitation and alternating magnetic field excitation, etc.;

由于在传感器的激励和感应线圈之间发生电磁感应,根据法拉第电磁感应定律,必须让穿过线圈的磁通量有变化,因此采用具有一定占空比、固定幅度的周期性脉冲式电流加在激励线圈上,从而产生周期性脉冲式激励磁场,则,在不考虑温度的条件下,作用在吊杆上的拉力和传感器输出(即积分感应电压)之间的关系由下式示出:Due to the electromagnetic induction between the excitation and induction coil of the sensor, according to Faraday's law of electromagnetic induction, the magnetic flux passing through the coil must be changed, so a periodic pulse current with a certain duty cycle and a fixed amplitude is applied to the excitation coil. , so as to generate a periodic pulsed excitation magnetic field, then, without considering the temperature, the relationship between the tension acting on the boom and the sensor output (that is, the integral induced voltage) is shown by the following formula:

Figure BDA0000477159900000041
Figure BDA0000477159900000041

其中,V感应(t)为总输出感应电压;N感应为感应线圈匝数;μ0为空气磁导率;S为逆磁致伸缩吊杆传感器截面的空气间隙面积;H(t)为激励线圈电流所产生的磁场;

Figure BDA0000477159900000042
表示磁场变化;μ(0,0)为空气在0摄氏度下的磁导率;S为吊杆横截面积;m1为与吊杆材料相关的一阶泰勒展开实验系数;m2为与吊杆的材料相关的二阶泰勒展开系数;σ(t)为作用在吊杆上的拉力;Among them, V induction (t) is the total output induction voltage; N induction is the number of turns of the induction coil; μ 0 is the air permeability; S is the air gap area of the inverse magnetostrictive boom sensor section; H (t) is The magnetic field generated by the exciting coil current;
Figure BDA0000477159900000042
Indicates the change of the magnetic field; μ(0,0) is the magnetic permeability of air at 0 degrees Celsius; S is the cross-sectional area of the boom; m 1 is the first-order Taylor expansion experimental coefficient related to the material of the boom; Second-order Taylor expansion coefficient related to the material of the suspender; σ(t) is the tension acting on the suspender;

上式对时间从t0到t积分有:The above formula integrates the time from t 0 to t:

Figure BDA0000477159900000043
Figure BDA0000477159900000043

若H(t)=Hm,则H(t0)=-Hm,令

Figure BDA0000477159900000044
则有:If H(t)=H m , then H(t 0 )=-H m , let
Figure BDA0000477159900000044
Then there are:

Figure BDA0000477159900000045
Figure BDA0000477159900000045

由上式可知,感应积分电压与加载外力呈二次函数关系,实际工程中,可通过线性拟合将上式简化为一次函数,则上式可简化为:It can be known from the above formula that the induced integral voltage and the applied external force have a quadratic function relationship. In actual engineering, the above formula can be simplified into a linear function through linear fitting, then the above formula can be simplified as:

其中,

Figure BDA0000477159900000047
为与感应线圈匝数、激励磁场、缆索截面积、材料初始磁导率等有关的电压常数;则传感器的输出灵敏度S灵敏度可用下式表达:in,
Figure BDA0000477159900000047
is the voltage constant related to the number of turns of the induction coil, the excitation magnetic field, the cross-sectional area of the cable, the initial permeability of the material, etc.; then the output sensitivity S sensitivity of the sensor can be expressed by the following formula:

Figure BDA0000477159900000048
Figure BDA0000477159900000048

对上式变形可得

Figure BDA0000477159900000051
The transformation of the above formula can be obtained
Figure BDA0000477159900000051

Claims (6)

1. The utility model provides a jib force sensor that pulls based on contrary magnetostrictive effect which characterized in that: the suspender tension sensor consists of two clamps (1), a connecting rod (2), two exciting coils (3) and a detecting coil (4); one end of the clamp (1) forms a clamping part (1-1), the other end of the clamp (1) forms a connecting part (1-2), the clamp (1) is fixedly connected with a to-be-tested suspender (5) through the clamping part (1-1), and the clamp (1) is connected with the connecting rod (2) through the connecting part (1-2); an excitation coil (3) is wound at a position between the connecting part (1-2) and the clamping part (1-1) on the clamp (1), and a detection coil (4) is wound at a position between the two connecting parts (1-2) on the connecting rod (2); the connecting rod (2) forms a yoke, the clamp (1) forms a magnetic pole, and the yoke, the two magnetic poles and the to-be-detected suspender (5) between the two magnetic poles form a closed magnetic loop.
2. The inverse magnetostrictive effect-based boom tension sensor according to claim 1, wherein: the axial direction of the connecting rod (2) is parallel to the axial direction of the suspender (5) to be measured.
3. The inverse magnetostrictive effect-based boom tension sensor according to claim 2, wherein: the axial direction of the connecting rod (2) is vertical to the axial direction of the clamp (1).
4. The inverse magnetostrictive effect-based boom tension sensor according to claim 1, wherein: the connecting rod (2) is cuboid, two axially parallel mounting holes are formed in the connecting rod (2), the shape of each mounting hole is matched with that of the connecting portion (1-2), the connecting portions (1-2) are inserted into the mounting holes, and the connecting portions (1-2) are in interference fit with the mounting holes.
5. The inverse magnetostrictive effect-based boom tension sensor according to claim 1, wherein: the clamping part (1-1) consists of two clamping blocks, wherein one clamping block and the clamp (1) body are of an integral structure; the two clamping blocks are provided with semicircular gaps, and the two semicircular gaps clamp the suspender (5) to be tested; the two clamping blocks are connected through bolts.
6. A suspender tension measuring method based on the inverse magnetostriction effect is characterized in that: the related hardware is provided with a suspender tension sensor, and the suspender tension sensor consists of two clamps (1), a connecting rod (2), two exciting coils (3) and a detecting coil (4); one end of the clamp (1) forms a clamping part (1-1), the other end of the clamp (1) forms a connecting part (1-2), the clamp (1) is fixedly connected with a to-be-tested suspender (5) through the clamping part (1-1), and the clamp (1) is connected with the connecting rod (2) through the connecting part (1-2); an excitation coil (3) is wound at a position between the connecting part (1-2) and the clamping part (1-1) on the clamp (1), and a detection coil (4) is wound at a position between the two connecting parts (1-2) on the connecting rod (2); the connecting rod (2) forms a yoke, the clamp (1) forms a magnetic pole, and the yoke, the two magnetic poles and the to-be-detected suspender (5) between the two magnetic poles form a closed magnetic loop;
the monitoring method comprises the following steps:
1) the suspender tension sensor is arranged on a suspender (5) to be measured;
2) electromagnetic excitation is applied to the suspender tension sensor regularly, the output voltage value of the suspender tension sensor under the current electromagnetic excitation condition is read, and tension is calculated;
3) comparing the calculated tension with a set safety threshold: if the calculated tension is greater than the safety threshold, an alarm is sent; if the tension is smaller than the safety threshold, only recording and not alarming, and returning to the step 2);
in step 2), the pulling force σ (t) is calculated according to the following formula:
Figure FDA0000477159890000021
wherein N isInductionThe number of turns of the induction coil; sHanging craneThe cross section area of the suspender (5) to be measured; hmA magnetic field amplitude that is an electromagnetic excitation; v is the output voltage of the suspender tension sensor under the current electromagnetic excitation condition; m is1M being the first order Taylor expansion coefficient related to the material of the boom1Can be obtained by carrying out simulation experiment on a sample which is the same as the material of the suspender (5) to be measured.
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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104198283A (en) * 2014-09-02 2014-12-10 建研科技股份有限公司 Pulling-out instrument control method for automatically detecting concrete strength
CN106289589A (en) * 2016-09-27 2017-01-04 北京科技大学 Tension integral structure round bar component prestress detection method based on magnetoelasticity
CN108342971A (en) * 2018-04-28 2018-07-31 招商局重庆交通科研设计院有限公司 A kind of movable type cement pavement breaker
CN109269685A (en) * 2018-10-21 2019-01-25 郑州大学 A kind of concrete stress sensor and its application method
CN109387796A (en) * 2017-08-11 2019-02-26 本特利内华达有限责任公司 Improved backlash compensation for magnetostrictive torque sensor
CN109799011A (en) * 2019-03-27 2019-05-24 东南大学 A kind of suspension bridge sunpender power measurement device
CN110553776A (en) * 2019-09-12 2019-12-10 苏州热工研究院有限公司 Clamp of pipeline support hanger force measuring device and pipeline support hanger force measuring device
CN111148976A (en) * 2017-06-12 2020-05-12 特拉法格股份公司 Load measurement method, load measurement device and load measurement configuration
CN112179531A (en) * 2020-08-21 2021-01-05 蚌埠恒远传感器科技有限公司 S-shaped pull pressure sensor
CN112556891A (en) * 2020-11-20 2021-03-26 中国水利水电科学研究院 Concrete whole life period internal stress state monitoring device based on film type sensor
CN115683436A (en) * 2022-10-12 2023-02-03 华能广西清洁能源有限公司 Three-dimensional force sensor based on inverse magnetostriction effect

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06273244A (en) * 1993-03-23 1994-09-30 Osaka Gas Co Ltd Magnetostrictive stress measuring method in plane biaxial stress field and device thereof
JP2005164403A (en) * 2003-12-03 2005-06-23 Aichi Steel Works Ltd Magnetostrictive stress sensor
CN203037385U (en) * 2013-01-08 2013-07-03 重庆交通大学 Suspender tension sensor with by-path excitation

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06273244A (en) * 1993-03-23 1994-09-30 Osaka Gas Co Ltd Magnetostrictive stress measuring method in plane biaxial stress field and device thereof
JP2005164403A (en) * 2003-12-03 2005-06-23 Aichi Steel Works Ltd Magnetostrictive stress sensor
CN203037385U (en) * 2013-01-08 2013-07-03 重庆交通大学 Suspender tension sensor with by-path excitation

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
姜建山等: "基于逆磁致伸缩的索力传感器磁路分析与参数设计", 《仪器仪表学报》 *
陈伟民等: "钢缆索索力磁性传感理论模型与实验研究", 《仪器仪表学报》 *

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CN106289589A (en) * 2016-09-27 2017-01-04 北京科技大学 Tension integral structure round bar component prestress detection method based on magnetoelasticity
CN111148976A (en) * 2017-06-12 2020-05-12 特拉法格股份公司 Load measurement method, load measurement device and load measurement configuration
CN111148976B (en) * 2017-06-12 2022-03-25 特拉法格股份公司 Load measurement method, load measurement device and load measurement configuration
CN109387796B (en) * 2017-08-11 2022-06-03 本特利内华达有限责任公司 Improved backlash compensation for magnetostrictive torque sensors
CN109387796A (en) * 2017-08-11 2019-02-26 本特利内华达有限责任公司 Improved backlash compensation for magnetostrictive torque sensor
CN108342971A (en) * 2018-04-28 2018-07-31 招商局重庆交通科研设计院有限公司 A kind of movable type cement pavement breaker
CN108342971B (en) * 2018-04-28 2023-05-09 招商局重庆交通科研设计院有限公司 Portable cement road surface breaker
CN109269685A (en) * 2018-10-21 2019-01-25 郑州大学 A kind of concrete stress sensor and its application method
CN109269685B (en) * 2018-10-21 2024-03-15 郑州大学 Concrete stress sensor and application method thereof
CN109799011A (en) * 2019-03-27 2019-05-24 东南大学 A kind of suspension bridge sunpender power measurement device
CN110553776A (en) * 2019-09-12 2019-12-10 苏州热工研究院有限公司 Clamp of pipeline support hanger force measuring device and pipeline support hanger force measuring device
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