[go: up one dir, main page]

CN104034803B - The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof - Google Patents

The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof Download PDF

Info

Publication number
CN104034803B
CN104034803B CN201410260203.4A CN201410260203A CN104034803B CN 104034803 B CN104034803 B CN 104034803B CN 201410260203 A CN201410260203 A CN 201410260203A CN 104034803 B CN104034803 B CN 104034803B
Authority
CN
China
Prior art keywords
monitoring
piezoelectric ceramic
sensing device
damage
active
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201410260203.4A
Other languages
Chinese (zh)
Other versions
CN104034803A (en
Inventor
杨伟
张文耀
张伟
夏坚
陈松
叶健
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Academy Of Building Research Co ltd
Fujian Building Engineering Quality Inspection Center Co ltd
Original Assignee
Fujian Academy of Building Research
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujian Academy of Building Research filed Critical Fujian Academy of Building Research
Priority to CN201410260203.4A priority Critical patent/CN104034803B/en
Publication of CN104034803A publication Critical patent/CN104034803A/en
Application granted granted Critical
Publication of CN104034803B publication Critical patent/CN104034803B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

本发明提供了一种主被动波导监测桥梁拉吊索损伤的传感装置,所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍;所述卡箍的轴向上开设有5道第一刻槽;上箍体和下箍体分别在周向上开设有2道第二刻槽;上箍体和下箍体一侧面分别开设有一与卡箍同长的线槽;刻槽上设置有20个压电陶瓷传感器;压电陶瓷传感器的上表面焊接一根信号传输线,传输线沿着线槽进行走线,传输线为高屏蔽同轴电缆,所述传感装置表面布设有一绝缘层;所述绝缘层表面布设有一电磁屏蔽层。本发明还提供了一种主被动波导监测桥梁拉吊索损伤的传感装置监测方法,本发明能很好地采集桥梁拉吊索损伤的数据,能实现无损探测全桥梁拉吊索的损伤。

The invention provides a sensing device for active and passive waveguides to monitor the damage of bridge slings. The sensing device includes a hoop matching the diameter of the bridge sling; There are 5 first grooves; the upper hoop body and the lower hoop body are respectively provided with 2 second grooves in the circumferential direction; one side of the upper hoop body and the lower hoop body is respectively provided with a wire groove with the same length as the hoop; There are 20 piezoelectric ceramic sensors on the slot; a signal transmission line is welded on the upper surface of the piezoelectric ceramic sensor, and the transmission line is routed along the line slot. The transmission line is a highly shielded coaxial cable, and an insulating layer; an electromagnetic shielding layer is arranged on the surface of the insulating layer. The present invention also provides a sensing device monitoring method for active and passive waveguide monitoring bridge sling damage. The invention can well collect bridge sling damage data and realize non-destructive detection of bridge sling damage.

Description

主被动波导监测桥梁拉吊索损伤的传感装置及其监测方法Sensing device and monitoring method for active and passive waveguide to monitor damage of bridge pull and sling

技术领域technical field

本发明涉及建筑工程技术领域,特别涉及一种主被动波导监测桥梁拉吊索损伤的传感装置及其监测方法。The invention relates to the technical field of construction engineering, in particular to a sensing device and a monitoring method for active and passive waveguides to monitor the damage of bridge tension cables.

背景技术Background technique

大跨桥梁结构是一个国家和地区的经济命脉,桥梁的建造和维护是一个国家基础设施的重要部分。在大跨桥梁结构中,拉吊索是主要的受力构件。在长达几十年的使用期内,环境侵蚀、材料老化和荷载的长期效应、疲劳效应和突然灾变效应等因素的耦合作用下,将不可避免地导致结构和系统的损伤积累和抗力衰减,从而抵抗自然灾害、甚至正常环境作用下的能力下降,极端情况下将引发灾难性的突发事故。新建桥梁拉吊索的造价一般占全桥的25%~30%,如果对其进行换索,换索的价钱为新建的3~4倍。目前桥梁拉吊索损伤监测方法有人工检测法,该方法主要通过肉眼或者放大镜进行结构表面观测,对内部缺陷无能为力;超声波检测方法通过回波时间及信号强度,获知损伤的位置。该方法在桥梁拉吊索检测中效果不理想,主要是因为拉吊索内部钢丝(钢绞线)之间存在一些空隙,表面凸凹不平,损伤区域不固定,导致回波信号不清晰。射线检测只能一段检测,检测费用比较高、仪器昂贵、具有一定的辐射性。漏磁检测法尽管可以较清楚地判断断丝的位置和数量,但是该设备复杂,对于有外保护层的拉吊索,检测精度不高、同一缺陷空间分辨率不高,对于埋在梁内的拉吊索损伤,检测效果更差。The long-span bridge structure is the economic lifeline of a country and region, and the construction and maintenance of bridges are an important part of a country's infrastructure. In the long-span bridge structure, the suspension cable is the main force-bearing member. During the service period of several decades, under the coupling action of factors such as environmental erosion, material aging and long-term effects of load, fatigue effects and sudden catastrophe effects, it will inevitably lead to damage accumulation and resistance attenuation of structures and systems. As a result, the ability to resist natural disasters and even normal environmental effects will decline, and in extreme cases it will cause catastrophic accidents. The cost of new bridge drag sling generally accounts for 25%~30% of the whole bridge, if it is changed cable, the price of changed cable is 3~4 times of new construction. At present, there are manual detection methods for damage monitoring of bridge slings. This method mainly observes the structural surface with the naked eye or a magnifying glass, and is powerless to detect internal defects. The ultrasonic detection method uses echo time and signal strength to know the location of the damage. The effect of this method is not ideal in the detection of bridge slings, mainly because there are some gaps between the steel wires (steel strands) inside the slings, the surface is uneven, and the damaged area is not fixed, resulting in unclear echo signals. Radiographic detection can only be detected in one section, and the detection cost is relatively high, the equipment is expensive, and it has certain radiation. Although the magnetic flux leakage detection method can clearly determine the position and quantity of broken wires, the equipment is complicated. For the pull sling with an outer protective layer, the detection accuracy is not high, and the spatial resolution of the same defect is not high. If the sling is damaged, the detection effect is even worse.

自从压电效应被发现以来,对压电材料的研究和应用在桥梁拉吊索损伤监测中的应用得到了广泛关注。压电陶瓷具有正逆压电效应。利用压电陶瓷的正效应,发展了主动波导监测技术(超声导波),通过“询问”结构来检测损伤的存在,并估计其程度;利用它的逆效应,发展成了被动波导监测技术(声发射技术),通过“听”结构的响应而不需要其相互作用,监测结构损伤。波导检测技术有很多突出的优点:传播距离长、灵敏度高、不同的模态对不同的损伤类型敏感、检测面广。导波在拉吊索的内部和表面都有质点的振动,声场遍及整个波导,接收到的信号包含拉吊索内部及接触界面的整体性信息,因此导波检测技术可以检测整个波导的信息,而不是一个点或一个面。目前基于主动波导监测技术(超声导波)已经在桥梁拉吊索的损伤监测得到一些应用,该方法对已经存在的损伤有很好的检测精度,但是对于拉吊索的损伤演化监测效果不理想。而被动波导监测技术(声发射)对桥梁拉吊索中已经存在的损伤无能无力,但对拉吊索损伤演化具有较高的监测精度。Since the discovery of the piezoelectric effect, the research and application of piezoelectric materials in the damage monitoring of bridge pull-slings has received extensive attention. Piezoelectric ceramics have positive and negative piezoelectric effects. Utilizing the positive effect of piezoelectric ceramics, an active waveguide monitoring technology (ultrasonic guided wave) has been developed to detect the existence of damage and estimate its degree through the "interrogation" structure; using its inverse effect, it has developed into a passive waveguide monitoring technology ( Acoustic emission technology), which monitors structural damage by "listening" to the structure's response without requiring its interaction. Waveguide detection technology has many outstanding advantages: long propagation distance, high sensitivity, different modes are sensitive to different damage types, and wide detection area. The guided wave has particle vibration inside and on the surface of the sling, and the sound field spreads throughout the waveguide. The received signal contains the integrity information of the interior of the sling and the contact interface. Therefore, the guided wave detection technology can detect the information of the entire waveguide. rather than a point or a surface. At present, based on the active waveguide monitoring technology (ultrasonic guided wave), some applications have been used in the damage monitoring of bridge slings. This method has good detection accuracy for existing damage, but the effect of monitoring the damage evolution of slings is not ideal. . The passive waveguide monitoring technology (acoustic emission) is powerless to the existing damage in the bridge sling, but has a high monitoring accuracy for the damage evolution of the sling.

发明内容Contents of the invention

本发明要解决的技术问题之一,在于提供一种主被动波导监测桥梁拉吊索损伤的传感装置,能很好地采集桥梁拉吊索损伤的数据,为实现无损探测全桥梁拉吊索的损伤提供了一个硬件平台。One of the technical problems to be solved by the present invention is to provide a sensing device for active and passive waveguide monitoring of damage to bridge slings, which can well collect damage data of bridge slings, and to realize non-destructive detection of full bridge slings. The damage provides a hardware platform.

本发明问题之一是这样实现的:一种主被动波导监测桥梁拉吊索损伤的传感装置,所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍;所述卡箍的轴向上开设有至少5道第一刻槽,且各第一刻槽均匀分布;所述卡箍包括上、下两箍体;所述上箍体和下箍体分别在周向上开设有至少2道第二刻槽;上箍体和下箍体总的4道第二刻槽均匀分布,且上箍体和下箍体扣紧后两对角线的第二刻槽成90度夹角;所述上箍体和下箍体一侧面分别开设有一与卡箍同长的线槽;所述5道第一刻槽上的第1、3、5道上均设置有4个压电陶瓷传感器,且各4个压电陶瓷传感器的长边沿卡箍周向布置并位于4道第二刻槽上,作为产生扭转模态的传感装置;5道第一刻槽上的第2、4道上均设置有4个压电陶瓷传感器,且各4个压电陶瓷传感器的长边沿卡箍轴向布置并位于4道第二刻槽上,作为产生纵向模态的传感装置;所述压电陶瓷传感器的上表面焊接一根信号传输线,传输线沿着线槽进行走线,所述传输线为高屏蔽同轴电缆,所述传感装置表面布设有一绝缘层;所述绝缘层表面布设有一电磁屏蔽层,且电磁屏蔽层与绝缘层通过环氧树脂进行连接;其中设置5道第一刻槽的3道上的压电陶瓷传感器作为主动监测、剩下的2道上的压电陶瓷传感器作为被动监测;或者5道第一刻槽的2道上的压电陶瓷传感器作为主动监测、剩下的3道上的压电陶瓷传感器作为被动监测。One of the problems of the present invention is achieved in this way: an active and passive waveguide monitors a sensing device for damage to a bridge sling, the sensing device includes a hoop that matches the diameter of the bridge sling; There are at least 5 first grooves in the axial direction of the hoop, and the first grooves are evenly distributed; the hoop includes upper and lower hoop bodies; the upper hoop body and the lower hoop body are respectively provided in the circumferential direction There are at least 2 second grooves; the total 4 second grooves of the upper hoop and the lower hoop are evenly distributed, and the second grooves of the two diagonals are 90 degrees after the upper hoop and the lower hoop are fastened included angle; one side of the upper hoop body and the lower hoop body is respectively provided with a wire groove with the same length as the hoop; 4 piezoelectric Ceramic sensors, and the long sides of each of the 4 piezoelectric ceramic sensors are arranged circumferentially along the clamp and located on the 4 second grooves, as the sensing device for generating torsional mode; the 2nd, 5th and 5 first grooves 4 piezoelectric ceramic sensors are arranged on each of the 4 tracks, and the long sides of each of the 4 piezoelectric ceramic sensors are arranged axially along the clamp and located on the second groove of the 4 tracks, as a sensing device for generating longitudinal modes; A signal transmission line is welded on the upper surface of the piezoelectric ceramic sensor, and the transmission line is routed along the wire groove. The transmission line is a highly shielded coaxial cable, and an insulating layer is arranged on the surface of the sensing device; an insulating layer is arranged on the surface of the insulating layer. Electromagnetic shielding layer, and the electromagnetic shielding layer and the insulating layer are connected by epoxy resin; the piezoelectric ceramic sensors on the third of the five first grooves are set as active monitoring, and the piezoelectric ceramic sensors on the remaining two channels are used as passive monitoring. Monitoring; or the piezoelectric ceramic sensors on 2 of the first grooves of the 5 channels are used as active monitoring, and the piezoelectric ceramic sensors on the remaining 3 channels are used as passive monitoring.

进一步地,所述卡箍为圆柱形卡箍。Further, the clamp is a cylindrical clamp.

进一步地,所述5道第一刻槽的相邻两第一刻槽之间距离为15~25mm;所述各第二刻槽深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm;所述绝缘层厚度为0.1~0.3mm;电磁屏蔽层的厚度为0.5~2mm。Further, the distance between two adjacent first grooves of the five first grooves is 15-25mm; the depth of each second groove is 3-4mm, and the length is 20-30mm; the wire groove The width of the insulating layer is 5-10 mm; the thickness of the insulating layer is 0.1-0.3 mm; the thickness of the electromagnetic shielding layer is 0.5-2 mm.

进一步地,所述绝缘层为热固性亚胺薄粘带;所述电磁屏蔽层为超高导电硅橡胶。Further, the insulating layer is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer is ultra-high conductive silicone rubber.

进一步地,所述压电陶瓷传感器采用粘结剂固定在第一刻槽或第二刻槽上。Further, the piezoelectric ceramic sensor is fixed on the first notch or the second notch by using an adhesive.

本发明要解决的技术问题之二,在于提供一种主被动波导监测桥梁拉吊索损伤的传感装置监测方法,能很好地采集桥梁拉吊索损伤的数据,能实现无损探测全桥梁拉吊索的损伤。The second technical problem to be solved by the present invention is to provide a sensing device monitoring method for active and passive waveguide monitoring of damage to bridge slings, which can well collect damage data of bridge slings and can realize non-destructive detection Sling damage.

本发明问题之二是这样实现的:一种主被动波导监测桥梁拉吊索损伤的传感装置监测方法;The second problem of the present invention is achieved in the following way: a sensing device monitoring method for active and passive waveguide monitoring bridge pull sling damage;

所述监测方法需提供所述传感装置、主被动波导传感器触发单元、被动波导反馈单元以及一PC机;所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍;所述卡箍的轴向上开设有5道第一刻槽,所述卡箍包括上、下两箍体;所述上箍体和下箍体分别在周向上开设有2道第二刻槽;上箍体和下箍体总的4道第二刻槽均匀分布,所述上箍体和下箍体一侧面分别开设有一与卡箍同长的线槽;所述5道第一刻槽上的第1、3、5道上均设置有4个压电陶瓷传感器,作为产生扭转模态的传感装置;5道第一刻槽上的第2、4道上均设置有4个压电陶瓷传感器,作为产生纵向模态的传感装置;所述主被动波导传感器触发单元包括依次连接的信号发生器和压电陶瓷功率放大器;所述被动波导反馈单元包括依次连接的放大器和信号A/D转换器;The monitoring method needs to provide the sensing device, active and passive waveguide sensor trigger unit, passive waveguide feedback unit and a PC; the sensing device includes a hoop matching the diameter of the bridge pulling sling; the The hoop is provided with 5 first grooves in the axial direction, and the hoop includes upper and lower hoop bodies; the upper hoop body and the lower hoop body are respectively provided with 2 second grooves in the circumferential direction; The total 4 second grooves of the upper hoop body and the lower hoop body are evenly distributed, and one side of the upper hoop body and the lower hoop body is respectively provided with a wire groove with the same length as the hoop; the 5 first grooves are 4 piezoelectric ceramic sensors are installed on the 1st, 3rd, and 5th tracks of the 5th track as the sensing device for generating the torsional mode; 4 piezoelectric ceramic sensors are set on the 2nd and 4th tracks on the first groove of the 5th track , as a sensing device that produces a longitudinal mode; the active and passive waveguide sensor trigger unit includes a signal generator and a piezoelectric ceramic power amplifier connected in sequence; the passive waveguide feedback unit includes an amplifier and a signal A/D conversion connected in sequence device;

所述方法具体为:设置5道第一刻槽的3道上的压电陶瓷传感器作为主动监测、剩下的2道上的压电陶瓷传感器作为被动监测;或者5道第一刻槽的2道上的压电陶瓷传感器作为主动监测、剩下的3道上的压电陶瓷传感器作为被动监测;所述PC机发出控制信号经所述信号发生器处理后给所述压电陶瓷功率放大器,压电陶瓷功率放大器进行放大后触发所述传感装置进行监测;所述传感装置利用压电陶瓷传感器的正效应,发展主动波导监测来测试获取桥梁拉吊索损伤的程度;将获得的损伤程度直接发送给PC机,PC机进行采集处理;传感装置利用压电陶瓷传感器的逆效应,发展被动波导监测来响应桥梁拉吊索损伤而不需要相互作用,从而测试获取桥梁拉吊索损伤的程度,将损伤程度信号经过放大器放大后,发送给所述信号A/D转换器,信号A/D转换器经处理发送给PC机,PC机进行采集处理。The method is specifically: setting the piezoelectric ceramic sensors on the third of the five first grooves as active monitoring, and the piezoelectric ceramic sensors on the remaining two as passive monitoring; or setting the piezoelectric ceramic sensors on the second of the five first grooves as active monitoring. The piezoelectric ceramic sensor is used as active monitoring, and the piezoelectric ceramic sensors on the remaining 3 channels are used as passive monitoring; the PC sends a control signal to the piezoelectric ceramic power amplifier after being processed by the signal generator, and the piezoelectric ceramic power After the amplifier is amplified, the sensing device is triggered to monitor; the sensing device uses the positive effect of the piezoelectric ceramic sensor to develop active waveguide monitoring to test and obtain the damage degree of the bridge pull sling; the obtained damage degree is directly sent to PC, PC for acquisition and processing; the sensing device uses the inverse effect of the piezoelectric ceramic sensor to develop passive waveguide monitoring to respond to the damage of the bridge sling without interaction, so as to test and obtain the damage degree of the bridge sling, and the After the damage degree signal is amplified by the amplifier, it is sent to the signal A/D converter, and the signal A/D converter is processed and sent to the PC, and the PC performs collection and processing.

进一步地,所述卡箍为圆柱形卡箍。Further, the clamp is a cylindrical clamp.

进一步地,所述5道第一刻槽的相邻两第一刻槽之间距离为15~25mm;所述各第二刻槽深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm;所述绝缘层厚度为0.1~0.3mm;电磁屏蔽层的厚度为0.5~2mm。Further, the distance between two adjacent first grooves of the five first grooves is 15-25mm; the depth of each second groove is 3-4mm, and the length is 20-30mm; the wire groove The width of the insulating layer is 5-10 mm; the thickness of the insulating layer is 0.1-0.3 mm; the thickness of the electromagnetic shielding layer is 0.5-2 mm.

进一步地,所述绝缘层为热固性亚胺薄粘带;所述电磁屏蔽层为超高导电硅橡胶。Further, the insulating layer is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer is ultra-high conductive silicone rubber.

进一步地,所述压电陶瓷传感器采用粘结剂固定在第一刻槽或第二刻槽上。Further, the piezoelectric ceramic sensor is fixed on the first notch or the second notch by using an adhesive.

本发明的优点在于:本发明把产生纵向模态和扭转模态的两种传感器集成到一起,形成5道探测,并在卡箍上设置有高屏蔽同轴电缆、绝缘层以及电磁屏蔽层;从而形成具有电磁屏蔽和滤波功能的主被动波导测试传感器;其中三道传感器作为主动监测、剩下的两道传感器作为被动监测;或者两道传感器作为主动监测、剩下的三道传感器作为被动监测。本发明能很好地采集桥梁拉吊索损伤的数据,能实现无损探测全桥梁拉吊索的损伤。The advantage of the present invention is that: the present invention integrates two sensors that generate longitudinal mode and torsional mode to form 5 detections, and a high-shielding coaxial cable, an insulating layer and an electromagnetic shielding layer are arranged on the hoop; In this way, an active and passive waveguide test sensor with electromagnetic shielding and filtering functions is formed; three sensors are used as active monitoring, and the remaining two sensors are used as passive monitoring; or two sensors are used as active monitoring, and the remaining three sensors are used as passive monitoring . The invention can well collect the damage data of the bridge slings, and can realize the non-destructive detection of the damage of the whole bridge slings.

附图说明Description of drawings

图1是本发明去掉绝缘层和电磁屏蔽层的结构示意图。Fig. 1 is a schematic structural view of the present invention with the insulating layer and the electromagnetic shielding layer removed.

图2是本发明的截面示意图。Fig. 2 is a schematic cross-sectional view of the present invention.

图3是本发明监测方法的原理框图。Fig. 3 is a functional block diagram of the monitoring method of the present invention.

具体实施方式detailed description

请参阅图1和图2所示,一种主被动波导监测桥梁拉吊索损伤的传感装置,所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍1;所述卡箍1的轴向上开设有至少5道第一刻槽11,且各第一刻槽11均匀分布;所述卡箍1包括上、下两箍体(12、13);所述上箍体12和下箍体13分别在周向上开设有至少2道第二刻槽14;上箍体12和下箍体13总的4道第二刻槽14均匀分布,且上箍体12和下箍体13扣紧后两对角线的第二刻槽14成90度夹角α;所述上箍体12和下箍体13一侧面分别开设有一与卡箍1同长的线槽(未图示);所述5道第一刻槽11上的第1、3、5道上均设置有4个压电陶瓷传感器3,且各4个压电陶瓷传感器3的长边沿卡箍周向布置并位于4道第二刻槽14上,作为产生扭转模态的传感装置;5道第一刻槽11上的第2、4道上均设置有4个压电陶瓷传感器,且各4个压电陶瓷传感器的长边沿卡箍轴向布置并位于4道第二刻槽14上,作为产生纵向模态的传感装置;所述压电陶瓷传感器3的上表面焊接一根信号传输线(未图示),传输线沿着线槽进行走线,所述传输线为高屏蔽同轴电缆,所述传感装置表面布设有一绝缘层4;所述绝缘层4表面布设有一电磁屏蔽层5,且电磁屏蔽层5与绝缘层4通过环氧树脂(未图示)进行连接。其中设置5道第一刻槽11的3道上的压电陶瓷传感器3作为主动监测、剩下的2道上的压电陶瓷传感器3作为被动监测;或者5道第一刻槽11的2道上的压电陶瓷传感器3作为主动监测、剩下的3道上的压电陶瓷传感器3作为被动监测。Please refer to Fig. 1 and Fig. 2, a kind of active and passive waveguide monitors the sensing device of bridge pull sling damage, and described sensing device comprises a hoop 1 that matches with the diameter of described bridge pull sling; The clamp 1 is provided with at least 5 first notches 11 in the axial direction, and each first notch 11 is evenly distributed; the clamp 1 includes two upper and lower hoop bodies (12, 13); the upper hoop The body 12 and the lower hoop body 13 are respectively provided with at least 2 second grooves 14 in the circumferential direction; the total 4 second grooves 14 of the upper hoop body 12 and the lower hoop body 13 are evenly distributed, and the upper hoop body 12 and the lower hoop body After the hoop body 13 is fastened, the second grooves 14 of the two diagonal lines form an angle α of 90 degrees; one side of the upper hoop body 12 and the lower hoop body 13 is respectively provided with a wire groove with the same length as the hoop 1 (not shown). 4 piezoceramic sensors 3 are arranged on the 1st, 3rd, and 5th lanes of the 5 first grooves 11, and the long sides of each of the 4 piezoceramic sensors 3 are arranged circumferentially along the clamp And located on the 4th second notch 14, as a sensing device for generating the torsional mode; 4 piezoelectric ceramic sensors are arranged on the 2nd and 4th of the 5th first notch 11, and each of the 4 piezoelectric ceramic sensors The long side of the electric ceramic sensor is arranged axially along the clamp and is positioned on the second notch 14 of 4 roads, as the sensing device that produces the longitudinal mode; the upper surface of the piezoelectric ceramic sensor 3 is welded with a signal transmission line (not shown shown), the transmission line is routed along the wire slot, the transmission line is a highly shielded coaxial cable, an insulating layer 4 is arranged on the surface of the sensing device; an electromagnetic shielding layer 5 is arranged on the surface of the insulating layer 4, and the electromagnetic shielding Layer 5 and insulating layer 4 are connected by epoxy resin (not shown). The piezoelectric ceramic sensors 3 on 3 of the 5 first grooves 11 are set as active monitoring, and the piezoelectric ceramic sensors 3 on the remaining 2 are used as passive monitoring; or the piezoelectric ceramic sensors 3 on 2 of the 5 first grooves 11 are set. The electric ceramic sensor 3 is used as active monitoring, and the piezoelectric ceramic sensor 3 on the remaining 3 tracks is used as passive monitoring.

在本发明中所述卡箍1为圆柱形卡箍。实际应用中也可以为其他形状的只要能将桥梁拉吊索抱紧即可。In the present invention, the clamp 1 is a cylindrical clamp. In practical application, it can also be other shapes as long as the bridge pulling sling can be tightly hugged.

其中,所述5道第一刻槽11的相邻两第一刻槽11之间距离为15~25mm。所述各第二刻槽14深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm。Wherein, the distance between two adjacent first notches 11 of the five first notches 11 is 15-25 mm. The depth of each second groove 14 is 3-4 mm, and the length is 20-30 mm; the width of the wire groove is 5-10 mm.

另外,所述压电陶瓷传感器采用粘结剂固定在第一刻槽11或第二刻槽14上。所述绝缘层厚度为0.1~0.3mm;屏蔽层的厚度为0.5~2mm。所述绝缘层4为热固性亚胺薄粘带;所述电磁屏蔽层5为超高导电硅橡胶。In addition, the piezoelectric ceramic sensor is fixed on the first notch 11 or the second notch 14 with an adhesive. The thickness of the insulating layer is 0.1-0.3 mm; the thickness of the shielding layer is 0.5-2 mm. The insulating layer 4 is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer 5 is ultra-high conductive silicone rubber.

请参阅图1至图3所示,一种主被动波导监测桥梁拉吊索损伤的传感装置监测方法;Please refer to Fig. 1 to Fig. 3, a kind of sensing device monitoring method for active and passive waveguide monitoring bridge pull sling damage;

所述监测方法需提供所述传感装置、主被动波导传感器触发单元、被动波导反馈单元以及一PC机;所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍1;所述卡箍1的轴向上开设有至少5道第一刻槽11,所述卡箍1包括上、下两箍体(12、13);所述上箍体12和下箍体13分别在周向上开设有至少2道第二刻槽14;上箍体12和下箍体13总的4道第二刻槽14均匀分布,所述上箍体12和下箍体13一侧面分别开设有一与卡箍1同长的线槽(未图示);所述5道第一刻槽11上的第1、3、5道上均设置有4个压电陶瓷传感器3,作为产生扭转模态的传感装置;5道第一刻槽11上的第2、4道上均设置有4个压电陶瓷传感器,作为产生纵向模态的传感装置;所述主被动波导传感器触发单元包括依次连接的信号发生器和压电陶瓷功率放大器;所述被动波导反馈单元包括依次连接的放大器和信号A/D转换器;The monitoring method needs to provide the sensing device, active and passive waveguide sensor trigger unit, passive waveguide feedback unit and a PC; the sensing device includes a clamp 1 matching the diameter of the bridge pull sling; The clamp 1 is provided with at least five first notches 11 in the axial direction, and the clamp 1 includes upper and lower two clamp bodies (12, 13); the upper clamp body 12 and the lower clamp body 13 are respectively There are at least 2 second grooves 14 in the circumferential direction; the total 4 second grooves 14 of the upper hoop body 12 and the lower hoop body 13 are evenly distributed, and one side of the upper hoop body 12 and the lower hoop body 13 is respectively opened. There is a wire slot (not shown) with the same length as the clamp 1; four piezoelectric ceramic sensors 3 are arranged on the first, third, and fifth tracks of the five first grooves 11, as the torsion mode 4 piezoelectric ceramic sensors are arranged on the 2nd and 4th lanes on the 5th first engraved groove 11, as the sensing device for generating the longitudinal mode; the trigger unit of the active and passive waveguide sensor includes sequentially connected A signal generator and a piezoelectric ceramic power amplifier; the passive waveguide feedback unit includes an amplifier and a signal A/D converter connected in sequence;

所述方法具体为:设置5道第一刻槽11的3道上的压电陶瓷传感器3作为主动监测、剩下的2道上的压电陶瓷传感器3作为被动监测;或者5道第一刻槽11的2道上的压电陶瓷传感器3作为主动监测、剩下的3道上的压电陶瓷传感器3作为被动监测;所述PC机发出控制信号经所述信号发生器处理后给所述压电陶瓷功率放大器,压电陶瓷功率放大器进行放大后触发所述传感装置进行监测;所述传感装置利用压电陶瓷传感器的正效应,形成主动波导监测来测试获取桥梁拉吊索损伤的程度;将获得的损伤程度直接发送给PC机,PC机进行采集处理;传感装置利用压电陶瓷传感器的逆效应,形成被动波导监测来响应桥梁拉吊索损伤而不需要相互作用,从而测试获取桥梁拉吊索损伤的程度,将损伤程度信号经过放大器放大后,发送给所述信号A/D转换器,信号A/D转换器经处理发送给PC机,PC机进行采集处理。The method is specifically: setting the piezoelectric ceramic sensors 3 on the 3rd of the 5 first grooves 11 as active monitoring, and the piezoelectric ceramic sensors 3 on the remaining 2 grooves as passive monitoring; or setting the piezoelectric ceramic sensors 3 on the 5 first grooves 11 as passive monitoring; The piezoelectric ceramic sensors 3 on the 2 channels are used as active monitoring, and the piezoelectric ceramic sensors 3 on the remaining 3 channels are used as passive monitoring; the PC sends a control signal to the piezoelectric ceramics after being processed by the signal generator. Amplifier, the piezoelectric ceramic power amplifier is amplified and triggers the sensing device to monitor; the sensing device utilizes the positive effect of the piezoelectric ceramic sensor to form an active waveguide monitoring to test and obtain the damage degree of the bridge pull sling; will obtain The damage degree of the bridge is directly sent to the PC, and the PC collects and processes it; the sensing device utilizes the inverse effect of the piezoelectric ceramic sensor to form a passive waveguide monitoring to respond to the damage of the bridge pulling sling without interaction, so that the bridge pulling and hanging can be tested and obtained. The damage degree of the cable is amplified by the amplifier, and then sent to the signal A/D converter, and the signal A/D converter is processed and sent to the PC, and the PC performs acquisition and processing.

在本发明中所述卡箍1为圆柱形卡箍。实际应用中也可以为其他形状的只要能将桥梁拉吊索抱紧即可。In the present invention, the clamp 1 is a cylindrical clamp. In practical application, it can also be other shapes as long as the bridge pulling sling can be tightly hugged.

其中,所述5道第一刻槽11的相邻两第一刻槽11之间距离为15~25mm。所述各第二刻槽14深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm。Wherein, the distance between two adjacent first notches 11 of the five first notches 11 is 15-25 mm. The depth of each second groove 14 is 3-4 mm, and the length is 20-30 mm; the width of the wire groove is 5-10 mm.

另外,所述压电陶瓷传感器采用粘结剂固定在第一刻槽11或第二刻槽14上。所述绝缘层厚度为0.1~0.3mm;屏蔽层的厚度为0.5~2mm。所述绝缘层4为热固性亚胺薄粘带;所述电磁屏蔽层5为超高导电硅橡胶。In addition, the piezoelectric ceramic sensor is fixed on the first notch 11 or the second notch 14 with an adhesive. The thickness of the insulating layer is 0.1-0.3 mm; the thickness of the shielding layer is 0.5-2 mm. The insulating layer 4 is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer 5 is ultra-high conductive silicone rubber.

这里值得一提的是:It is worth mentioning here:

主被动波导监测桥梁拉吊索的一体化传感装置设计需要解决两个技术问题:1)主被动测试传感器压电陶瓷数量、布设方式优化与电磁屏蔽技术。由于桥梁拉吊索失效的因素很多,不同的缺陷对不同激励模态的敏感度不一样。以往的文献,不论什么样的缺陷,都采用纵向导波模态。在工程应用中,有时效果不太理想。本发明采用多个压电陶瓷传感器波导测试装置,选用轴对称的纵向模态和扭转模态来进行激励。在测试过程中,对这种两模态测试结果进行对比,确定选择什么样的模态,以便提高测试精度。另外在选择高阶模态进行激励时,必须对压电陶瓷传感器的圈数进行优化,以便抑制低阶模态的影响。本发明把产生纵向模态和扭转模态的两种传感器集成到一起,形成5圈探头的最佳设计。目前主动波导传感器都是直接应用压电传感器作为激励和接收传感器,但是直接应用压电陶瓷作为被动波导探头因电磁干扰导致信号的信噪比过小,应发展电磁屏蔽技术和滤波技术集成于压电陶瓷被动波导探头。从而形成具有电磁屏蔽和滤波功能的主被动波导测试传感器。2)传感器触发方式及其主被动监测方案选择。采集系统提供准确的信号触发和传感器切换,准确按需进行主被动监测;甚至同时进行主被动测试(其中设置5道第一刻槽的3道上的压电陶瓷传感器作为主动监测、剩下的2道上的压电陶瓷传感器作为被动监测;或者5道第一刻槽的2道上的压电陶瓷传感器作为主动监测、剩下的3道上的压电陶瓷传感器作为被动监测)。在波导监测时,将主被动传感器连接到采集仪上,在采集仪中根据监测信号幅值的大小,选择合理的监测方式。The design of an integrated sensing device for active and passive waveguide monitoring of bridge slings needs to solve two technical problems: 1) The number of piezoelectric ceramics for active and passive test sensors, optimization of layout methods, and electromagnetic shielding technology. Because there are many factors for the failure of bridge tension cables, different defects have different sensitivities to different excitation modes. Previous literature, no matter what kind of defects, all adopt the longitudinal guided wave mode. In engineering applications, sometimes the effect is not ideal. The invention adopts a plurality of piezoelectric ceramic sensor waveguide test devices, and selects axially symmetrical longitudinal modes and torsional modes for excitation. During the test, the test results of the two modes are compared to determine which mode to choose in order to improve the test accuracy. In addition, when selecting high-order modes for excitation, the number of turns of the piezoelectric ceramic sensor must be optimized in order to suppress the influence of low-order modes. The invention integrates two kinds of sensors that generate longitudinal mode and torsional mode to form an optimal design of 5-circle probe. At present, active waveguide sensors are directly using piezoelectric sensors as excitation and receiving sensors, but direct application of piezoelectric ceramics as passive waveguide probes causes the signal-to-noise ratio of the signal to be too small due to electromagnetic interference. Electromagnetic shielding technology and filtering technology should be developed and integrated into the pressure sensor. Electroceramic passive waveguide probes. Thus, an active and passive waveguide test sensor with electromagnetic shielding and filtering functions is formed. 2) Sensor trigger mode and selection of active and passive monitoring schemes. The acquisition system provides accurate signal triggering and sensor switching, and performs active and passive monitoring accurately on demand; even active and passive testing at the same time (in which the piezoelectric ceramic sensors on the first 3 of the 5 first grooves are set as active monitoring, and the remaining 2 The piezoelectric ceramic sensors on the track are used as passive monitoring; or the piezoelectric ceramic sensors on 2 of the first grooves of the 5 channels are used as active monitoring, and the piezoelectric ceramic sensors on the remaining 3 tracks are used as passive monitoring). During waveguide monitoring, the active and passive sensors are connected to the acquisition instrument, and a reasonable monitoring method is selected in the acquisition instrument according to the amplitude of the monitoring signal.

总之,本发明将有效解决目前桥梁拉吊索损伤监测困难问题。该方法不但可以检测桥梁拉吊索既有的损伤,还可以监测桥梁拉吊索损伤演化过程。尤其对于埋在梁内、锚室内等不可见桥梁拉吊索损伤监测更具有优势,不需要像目前的常规检测方法,需要破坏梁或者打开锚室等检测方法,带来结构的二次损伤。本发明的直接将传感装置布设在索体上,不破坏任何索体结构,真正实现无损探测全桥梁拉吊索损伤。在桥梁拉吊索损伤检测中具有极大的社会和经济效益。In a word, the present invention will effectively solve the difficult problem of damage monitoring of the suspension cables of bridges at present. This method can not only detect the existing damage of the bridge sling, but also monitor the damage evolution process of the bridge sling. Especially for the damage monitoring of invisible bridges such as buried in beams and anchor chambers, it has more advantages. It does not need to destroy beams or open anchor chambers like the current conventional detection methods, which will cause secondary damage to the structure. The present invention directly arranges the sensing device on the cable body without destroying any cable body structure, and truly realizes the non-destructive detection of damage to the suspension cables of the whole bridge. It has great social and economic benefits in the damage detection of bridge slings.

以上所述仅为本发明的较佳实施例,凡依本发明申请专利范围所做的均等变化与修饰,皆应属本发明的涵盖范围。The above descriptions are only preferred embodiments of the present invention, and all equivalent changes and modifications made according to the scope of the patent application of the present invention shall fall within the scope of the present invention.

Claims (10)

1.一种主被动波导监测桥梁拉吊索损伤的传感装置,其特征在于:所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍;所述卡箍的轴向上开设有至少5道第一刻槽,且各第一刻槽均匀分布;所述卡箍包括上、下两箍体;所述上箍体和下箍体分别在周向上开设有至少2道第二刻槽;上箍体和下箍体总的4道第二刻槽均匀分布,且上箍体和下箍体扣紧后两对角线的第二刻槽成90度夹角;所述上箍体和下箍体一侧面分别开设有一与卡箍同长的线槽;所述5道第一刻槽上的第1、3、5道上均设置有4个压电陶瓷传感器,且各4个压电陶瓷传感器的长边沿卡箍周向布置并位于4道第二刻槽上,作为产生扭转模态的传感装置;5道第一刻槽上的第2、4道上均设置有4个压电陶瓷传感器,且各4个压电陶瓷传感器的长边沿卡箍轴向布置并位于4道第二刻槽上,作为产生纵向模态的传感装置;所述压电陶瓷传感器的上表面焊接一根信号传输线,传输线沿着线槽进行走线,所述传输线为高屏蔽同轴电缆,所述传感装置表面布设有一绝缘层;所述绝缘层表面布设有一电磁屏蔽层,且电磁屏蔽层与绝缘层通过环氧树脂进行连接;其中设置5道第一刻槽的3道上的压电陶瓷传感器作为主动监测、剩下的2道上的压电陶瓷传感器作为被动监测;或者5道第一刻槽的2道上的压电陶瓷传感器作为主动监测、剩下的3道上的压电陶瓷传感器作为被动监测。1. A sensing device for active and passive waveguide monitoring of damage to bridge pull slings, characterized in that: the sensing device includes a clamp that matches the diameter of the bridge pull sling; the axial direction of the clamp There are at least 5 first grooves on the top, and the first grooves are evenly distributed; the clamp includes upper and lower hoop bodies; the upper hoop body and the lower hoop body are respectively provided with at least 2 grooves in the circumferential direction The second notch: the total of 4 second notches on the upper hoop and the lower hoop are evenly distributed, and the second notches on the two diagonal lines form an angle of 90 degrees after the upper hoop and the lower hoop are fastened; One side of the upper hoop body and the lower hoop body is respectively provided with a wire groove with the same length as the hoop; 4 piezoelectric ceramic sensors are arranged on the 1st, 3rd, and 5th lanes of the 5 first grooves, and The long sides of each of the 4 piezoelectric ceramic sensors are arranged circumferentially along the clamp and are located on the 4 second grooves as the sensing device for generating the torsional mode; the 2nd and 4th grooves on the 5 first grooves are all set There are 4 piezoelectric ceramic sensors, and the long sides of each of the 4 piezoelectric ceramic sensors are arranged axially along the clamp and are located on the 4 second grooves, as sensing devices for generating longitudinal modes; the piezoelectric ceramic sensors A signal transmission line is welded on the upper surface of the upper surface, and the transmission line is routed along the wire slot. The transmission line is a highly shielded coaxial cable, and an insulating layer is arranged on the surface of the sensing device; an electromagnetic shielding layer is arranged on the surface of the insulating layer. And the electromagnetic shielding layer and the insulating layer are connected by epoxy resin; the piezoelectric ceramic sensors on the third of the five first grooves are set as active monitoring, and the piezoelectric ceramic sensors on the remaining two channels are used as passive monitoring; or 5 The piezoelectric ceramic sensors on the 2 tracks of the first groove are used as active monitoring, and the piezoelectric ceramic sensors on the remaining 3 tracks are used as passive monitoring. 2.根据权利要求1所述的主被动波导监测桥梁拉吊索损伤的传感装置,其特征在于:所述卡箍为圆柱形卡箍。2 . The sensing device for monitoring the damage of the bridge sling by active and passive waveguides according to claim 1 , wherein the clamp is a cylindrical clamp. 3 . 3.根据权利要求1所述的主被动波导监测桥梁拉吊索损伤的传感装置,其特征在于:所述5道第一刻槽的相邻两第一刻槽之间距离为15~25mm;所述各第二刻槽深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm;所述绝缘层厚度为0.1~0.3mm;电磁屏蔽层的厚度为0.5~2mm。3. The sensing device for active and passive waveguide monitoring of damage to bridge pull and slings according to claim 1, characterized in that: the distance between two adjacent first notches of the five first notches is 15-25mm ; The depth of each second groove is 3-4mm, and the length is 20-30mm; the width of the wire groove is 5-10mm; the thickness of the insulating layer is 0.1-0.3mm; the thickness of the electromagnetic shielding layer is 0.5- 2mm. 4.根据权利要求1所述的主被动波导监测桥梁拉吊索损伤的传感装置,其特征在于:所述绝缘层为热固性亚胺薄粘带;所述电磁屏蔽层为超高导电硅橡胶。4. The sensing device for active and passive waveguide monitoring of damage to bridge slings according to claim 1, characterized in that: the insulating layer is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer is ultra-high conductive silicone rubber . 5.根据权利要求1所述的主被动波导监测桥梁拉吊索损伤的传感装置,其特征在于:所述压电陶瓷传感器采用粘结剂固定在第一刻槽或第二刻槽上。5 . The active and passive waveguide sensing device for monitoring the damage of bridge pull and sling damage according to claim 1 , wherein the piezoelectric ceramic sensor is fixed on the first groove or the second groove with an adhesive. 6 . 6.一种主被动波导监测桥梁拉吊索损伤的传感装置监测方法,其特征在于:6. A sensing device monitoring method for active and passive waveguide monitoring bridge pull sling damage, characterized in that: 所述监测方法需提供所述传感装置、主被动波导传感器触发单元、被动波导反馈单元以及一PC机;所述传感装置包括一与所述桥梁拉吊索直径相匹配的卡箍;所述卡箍的轴向上开设有5道第一刻槽,所述卡箍包括上、下两箍体;所述上箍体和下箍体分别在周向上开设有2道第二刻槽;上箍体和下箍体总的4道第二刻槽均匀分布,所述上箍体和下箍体一侧面分别开设有一与卡箍同长的线槽;所述5道第一刻槽上的第1、3、5道上均设置有4个压电陶瓷传感器,作为产生扭转模态的传感装置;5道第一刻槽上的第2、4道上均设置有4个压电陶瓷传感器,作为产生纵向模态的传感装置;所述主被动波导传感器触发单元包括依次连接的信号发生器和压电陶瓷功率放大器;所述被动波导反馈单元包括依次连接的放大器和信号A/D转换器;The monitoring method needs to provide the sensing device, active and passive waveguide sensor trigger unit, passive waveguide feedback unit and a PC; the sensing device includes a hoop matching the diameter of the bridge pulling sling; the The hoop is provided with 5 first grooves in the axial direction, and the hoop includes upper and lower hoop bodies; the upper hoop body and the lower hoop body are respectively provided with 2 second grooves in the circumferential direction; The total 4 second grooves of the upper hoop body and the lower hoop body are evenly distributed, and one side of the upper hoop body and the lower hoop body is respectively provided with a wire groove with the same length as the hoop; the 5 first grooves are 4 piezoelectric ceramic sensors are installed on the 1st, 3rd, and 5th tracks of the 5th track as the sensing device for generating the torsional mode; 4 piezoelectric ceramic sensors are set on the 2nd and 4th tracks on the first groove of the 5th track , as a sensing device that produces a longitudinal mode; the active and passive waveguide sensor trigger unit includes a signal generator and a piezoelectric ceramic power amplifier connected in sequence; the passive waveguide feedback unit includes an amplifier and a signal A/D conversion connected in sequence device; 所述方法具体为:设置5道第一刻槽的3道上的压电陶瓷传感器作为主动监测、剩下的2道上的压电陶瓷传感器作为被动监测;或者5道第一刻槽的2道上的压电陶瓷传感器作为主动监测、剩下的3道上的压电陶瓷传感器作为被动监测;所述PC机发出控制信号经所述信号发生器处理后给所述压电陶瓷功率放大器,压电陶瓷功率放大器进行放大后触发所述传感装置进行监测;所述传感装置利用压电陶瓷传感器的正效应,发展主动波导监测来测试获取桥梁拉吊索损伤的程度;将获得的损伤程度直接发送给PC机,PC机进行采集处理;传感装置利用压电陶瓷传感器的逆效应,发展被动波导监测来响应桥梁拉吊索损伤而不需要相互作用,从而测试获取桥梁拉吊索损伤的程度,将损伤程度信号经过放大器放大后,发送给所述信号A/D转换器,信号A/D转换器经处理发送给PC机,PC机进行采集处理。The method is specifically: setting the piezoelectric ceramic sensors on the third of the five first grooves as active monitoring, and the piezoelectric ceramic sensors on the remaining two as passive monitoring; or setting the piezoelectric ceramic sensors on the second of the five first grooves as active monitoring. The piezoelectric ceramic sensor is used as active monitoring, and the piezoelectric ceramic sensors on the remaining 3 channels are used as passive monitoring; the PC sends a control signal to the piezoelectric ceramic power amplifier after being processed by the signal generator, and the piezoelectric ceramic power After the amplifier is amplified, the sensing device is triggered to monitor; the sensing device uses the positive effect of the piezoelectric ceramic sensor to develop active waveguide monitoring to test and obtain the damage degree of the bridge pull sling; the obtained damage degree is directly sent to PC, PC for acquisition and processing; the sensing device uses the inverse effect of the piezoelectric ceramic sensor to develop passive waveguide monitoring to respond to the damage of the bridge sling without interaction, so as to test and obtain the damage degree of the bridge sling, and the After the damage degree signal is amplified by the amplifier, it is sent to the signal A/D converter, and the signal A/D converter is processed and sent to the PC, and the PC performs collection and processing. 7.根据权利要求6所述的主被动波导监测桥梁拉吊索损伤的传感装置监测方法,其特征在于:所述卡箍为圆柱形卡箍。7 . The monitoring method of a sensing device for active and passive waveguide monitoring of damage to bridge slings according to claim 6 , wherein the clamp is a cylindrical clamp. 7 . 8.根据权利要求6所述的主被动波导监测桥梁拉吊索损伤的传感装置监测方法,其特征在于:所述5道第一刻槽的相邻两第一刻槽之间距离为15~25mm;所述各第二刻槽深度为3~4mm,长度为20~30mm;所述线槽的宽度为5~10mm;所述绝缘层厚度为0.1~0.3mm;电磁屏蔽层的厚度为0.5~2mm。8. The sensing device monitoring method for active and passive waveguide monitoring bridge pull and sling damage according to claim 6, characterized in that: the distance between two adjacent first notches of the five first notches is 15 ~25mm; the depth of each second groove is 3~4mm, and the length is 20~30mm; the width of the wire groove is 5~10mm; the thickness of the insulating layer is 0.1~0.3mm; the thickness of the electromagnetic shielding layer is 0.5 ~ 2mm. 9.根据权利要求6所述的主被动波导监测桥梁拉吊索损伤的传感装置监测方法,其特征在于:所述绝缘层为热固性亚胺薄粘带;所述电磁屏蔽层为超高导电硅橡胶。9. The sensing device monitoring method for active and passive waveguide monitoring bridge pull sling damage according to claim 6, characterized in that: the insulating layer is a thermosetting imide thin adhesive tape; the electromagnetic shielding layer is an ultra-high conductive Silicone Rubber. 10.根据权利要求6所述的主被动波导监测桥梁拉吊索损伤的传感装置监测方法,其特征在于:所述压电陶瓷传感器采用粘结剂固定在第一刻槽或第二刻槽上。10. The sensing device monitoring method for active and passive waveguide monitoring of damage to bridge pull and slings according to claim 6, characterized in that: the piezoelectric ceramic sensor is fixed to the first groove or the second groove by an adhesive superior.
CN201410260203.4A 2014-06-12 2014-06-12 The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof Expired - Fee Related CN104034803B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410260203.4A CN104034803B (en) 2014-06-12 2014-06-12 The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410260203.4A CN104034803B (en) 2014-06-12 2014-06-12 The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof

Publications (2)

Publication Number Publication Date
CN104034803A CN104034803A (en) 2014-09-10
CN104034803B true CN104034803B (en) 2016-04-20

Family

ID=51465652

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410260203.4A Expired - Fee Related CN104034803B (en) 2014-06-12 2014-06-12 The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof

Country Status (1)

Country Link
CN (1) CN104034803B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106770481B (en) * 2016-12-14 2023-04-14 吉林省公路管理局 Bridge sling monitoring sensor
CN106770672A (en) * 2017-01-16 2017-05-31 南京邮电大学 The engineering structure damage appraisal procedure of the passive monitoring information fusion of Lamb wave master
CN109490421A (en) * 2018-12-18 2019-03-19 中国工程物理研究院化工材料研究所 Anti-interference and noise reduction design method suitable for piezoelectric ceramic acoustic emission monitoring sensor
CN110596245B (en) * 2019-10-16 2021-11-02 交通运输部公路科学研究所 Active guided wave array sensor and detection method for cable defect

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001508547A (en) * 1997-06-11 2001-06-26 ピュア テクノロジーズ エルティーディー. Method and apparatus for monitoring a cable in tension
CA2348329A1 (en) * 2001-05-23 2002-11-23 Pure Technologies Ltd. Acoustic monitoring of a structure
US20090157358A1 (en) * 2003-09-22 2009-06-18 Hyeung-Yun Kim System for diagnosing and monitoring structural health conditions
US7367239B2 (en) * 2004-03-23 2008-05-06 Cidra Corporation Piezocable based sensor for measuring unsteady pressures inside a pipe
CN101393173B (en) * 2008-08-29 2010-09-29 华中科技大学 A magnetostrictive guided wave detection system in the anchorage area of the cable stay
KR101118541B1 (en) * 2009-12-11 2012-03-13 재단법인 포항산업과학연구원 Defect detecting apparatus of steel wire cable
CN201637720U (en) * 2010-03-30 2010-11-17 广东省公路勘察规划设计院有限公司 Anchorage quality detection sensor
CN101886542B (en) * 2010-07-06 2011-09-07 中国石油天然气集团公司 Oil string thread and sealing face damage acoustic detection method and detection device
CN101943681B (en) * 2010-08-24 2012-10-17 浙江大学 A method for judging and locating bridge cable corrosion
CN201844850U (en) * 2010-11-12 2011-05-25 山东电力研究院 Sensor suitable for icing detection for power transmission lines
CN103776904A (en) * 2011-12-30 2014-05-07 上海华魏光纤传感技术有限公司 Bridge health monitoring system based on acoustic emission technology
CN203259505U (en) * 2013-05-07 2013-10-30 江苏省特种设备安全监督检验研究院镇江分院 Device for fixing and adjusting sensors
CN203396752U (en) * 2013-05-20 2014-01-15 浙江宁波甬台温高速公路有限公司 Magnetizer probe detection system for nondestructive bridge sling anchor cable body guided wave testing
CN203365393U (en) * 2013-07-08 2013-12-25 中铁工程设计咨询集团有限公司 Sound ranging transducer
CN203894197U (en) * 2014-06-12 2014-10-22 福建省建筑科学研究院 Sensing device for monitoring bridge hanging rope damage employing active and passive waveguide

Also Published As

Publication number Publication date
CN104034803A (en) 2014-09-10

Similar Documents

Publication Publication Date Title
US5821430A (en) Method and apparatus for conducting in-situ nondestructive tensile load measurements in cables and ropes
US5457994A (en) Nondestructive evaluation of non-ferromagnetic materials using magnetostrictively induced acoustic/ultrasonic waves and magnetostrictively detected acoustic emissions
US5456113A (en) Nondestructive evaluation of ferromagnetic cables and ropes using magnetostrictively induced acoustic/ultrasonic waves and magnetostrictively detected acoustic emissions
RU2529655C2 (en) Device of pipeline control with double spiral matrix of electromagnetoacoustic sensors
US8098065B2 (en) Magnetostrictive sensor probe for guided-wave inspection and monitoring of wire ropes/cables and anchor rods
CN103388378B (en) Based on the intelligent reinforcing bar and preparation method thereof of piezoceramics crystal
CN104034803B (en) The sensing device that main passive waveguide monitoring bridge draws hoist cable to damage and monitoring method thereof
CN112630307B (en) Modularized array element piezoelectric ceramic ultrasonic guided wave detection device and detection method
CN106092383A (en) Magnetic bullet cable force measurement method and restructural magnetic-elastic stress sensor thereof
Yu et al. Dual Mode Sensing with Low‐Profile Piezoelectric Thin Wafer Sensors for Steel Bridge Crack Detection and Diagnosis
US9176108B2 (en) Method and device for measuring corrosion metal loss
CN109406631B (en) Parallel steel wire pulling sling detection device and method
KR20180113213A (en) Rope damage diagnostic test equipment
Jacques et al. Design and in situ validation of a guided wave system for corrosion monitoring in coated buried steel pipes
US9170239B2 (en) Magnetostrictive sensor having crimped magnetostrictive strip for high temperature operation
US10073066B2 (en) Non-contact magnetostrictive sensor for guided wave monitoring of wire ropes or other solid ferrous objects without ferromagnetic coupling
GB2576843A (en) Sensor system
CN113552220B (en) Reinforced concrete structure health monitoring system
US20140312888A1 (en) Flexible Magnetostrictive Probe Having Sensor Elements Without Permanent Magnets
CN203894197U (en) Sensing device for monitoring bridge hanging rope damage employing active and passive waveguide
Tse et al. Effective guided wave technique for performing non-destructive inspection on steel wire ropes that hoist elevators
KR101125670B1 (en) Apparatus for detecting defect in steel cable
WO1999053282A1 (en) Method and apparatus for conducting in-situ nondestructive tensile load measurements in cables and ropes
Bishop et al. A rapid-acquisition electrical time-domain reflectometer for dynamic structure analysis
JP4565093B2 (en) Movable FBG ultrasonic sensor

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20181107

Address after: 350000 162 Yang Bridge Middle Road, Gulou District, Fuzhou, Fujian

Co-patentee after: FUJIAN ACADEMY OF BUILDING RESEARCH

Patentee after: FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER Co.,Ltd.

Address before: 350000 162 Yang Bridge Middle Road, Fuzhou, Fujian

Patentee before: Fujian Academy of Building Research

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20190201

Address after: 350000 162 Yang Bridge Middle Road, Gulou District, Fuzhou, Fujian

Co-patentee after: FUJIAN ACADEMY OF BUILDING RESEARCH Co.,Ltd.

Patentee after: FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER Co.,Ltd.

Address before: 350000 162 Yang Bridge Middle Road, Gulou District, Fuzhou, Fujian

Co-patentee before: Fujian Academy of Building Research

Patentee before: FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160420