CN103792055B - A kind of impact load device that is applicable to small bridge quick diagnosis - Google Patents
A kind of impact load device that is applicable to small bridge quick diagnosis Download PDFInfo
- Publication number
- CN103792055B CN103792055B CN201410074340.9A CN201410074340A CN103792055B CN 103792055 B CN103792055 B CN 103792055B CN 201410074340 A CN201410074340 A CN 201410074340A CN 103792055 B CN103792055 B CN 103792055B
- Authority
- CN
- China
- Prior art keywords
- loading
- hammer
- drive shaft
- impact
- guide rail
- 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.)
- Active
Links
- 238000003745 diagnosis Methods 0.000 title claims description 15
- 230000035939 shock Effects 0.000 abstract description 9
- 238000001228 spectrum Methods 0.000 abstract description 7
- 238000012360 testing method Methods 0.000 description 23
- 238000000034 method Methods 0.000 description 9
- 230000003068 static effect Effects 0.000 description 8
- 239000011159 matrix material Substances 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000001133 acceleration Effects 0.000 description 3
- 238000011156 evaluation Methods 0.000 description 3
- 230000033001 locomotion Effects 0.000 description 3
- 238000004891 communication Methods 0.000 description 2
- 206010040560 shock Diseases 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004146 energy storage Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009863 impact test Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本发明公开了一种桥梁冲击加载装置,包括支架、设置在支架上的垂直导轨以及设置在垂直导轨上的加载锤,在支架上还设置有与所述加载锤连接的驱动装置,驱动装置包括电动机、电磁离合器、控制器、计数传感器、驱动轴以及绕在驱动轴上的牵引绳,驱动轴通过所述的电磁离合器与电动机连接,在牵引绳的下端连接所述的加载锤,计数传感器设置在所述支架的下端用于检测加载锤的下落并将检测到的信号输出到所述的控制器,控制器根据所述计数传感器的输出信号,控制所述电动机带动所述驱动轴提升所述的加载锤。本发明的冲击振动装置能够产生单幅值冲击力(单次冲击),其优点在于产生平坦、一致的力谱,且频谱图上没有显著地衰减或零值区域。
The invention discloses a bridge impact loading device, which comprises a bracket, a vertical guide rail arranged on the bracket, and a loading hammer arranged on the vertical guide rail, and a driving device connected with the loading hammer is also arranged on the bracket, and the driving device includes Motor, electromagnetic clutch, controller, counting sensor, drive shaft and traction rope wound on the drive shaft, the drive shaft is connected to the motor through the electromagnetic clutch, the load hammer is connected to the lower end of the traction rope, and the counting sensor is set The lower end of the bracket is used to detect the falling of the loading hammer and output the detected signal to the controller, and the controller controls the motor to drive the drive shaft to lift the loading hammer. The shock and vibration device of the present invention can generate a single-amplitude impact force (single shock), and has the advantage of generating a flat and consistent force spectrum, and there is no significant attenuation or zero-value region on the frequency spectrum.
Description
技术领域 technical field
本发明涉及土木与交通工程的中小桥梁动力测试与安全评估领域。本发明为一种对中小桥梁进行冲击加载的装置,所产生的冲击荷载具有特定特征(幅值大频域广和具有单幅值特征),可实现中小桥梁的冲击振动测试和安全诊断的目的。 The invention relates to the fields of dynamic testing and safety evaluation of medium and small bridges in civil engineering and traffic engineering. The invention is a device for impact loading on small and medium bridges. The impact load generated has specific characteristics (large amplitude, wide frequency domain and single amplitude characteristics), which can realize the purpose of impact vibration testing and safety diagnosis of small and medium bridges .
背景技术 Background technique
桥梁的健康诊断技术近年来飞速发展。但相对于长大型桥梁,国省干道及县乡道路中小桥梁的健康诊断工作还没有得到充分重视。截至2009年底,我国桥梁总数多达59.46万座,其中中小型桥梁55.28万座。由于资金、人力、重视程度等各方面的限制,多数中小型桥梁年久失修,存在严重的安全隐患。因此,开发速度快、成本低、准确度高的中小桥梁健康诊断技术是一项急迫的科学任务。常规的用于桥梁健康诊断的环境振动测试仅能提供桥梁的频率和振型等模态参数,很难对桥梁健康诊断的工程实际提供非常明确的信息。冲击振动测试是中小桥梁健康诊断的一个新方向,通过观测冲击振动测试过程中冲击力和桥梁重要部位加速度的时程数据,可识别出结构的柔度矩阵等更详细的参数,从而实现更准确的桥梁安全诊断。卡车静载试验为桥梁工程人员广泛接受的现场测试方法。结构承载能力为结构安全的重要指标。卡车静载试验通过对所测试桥梁进行不同等级加载并观测相应的位移和应变数据有效的评估桥梁的承载能力。我国交通部《公路旧桥承载能力鉴定方法》对卡车静载试验方法进行了详细的规定和说明。美国高速公路桥梁状态评估手册(AASHTO)对卡车静载试验也作了类似的说明。卡车静载试验结果可靠,且为规范规定的方法,因而在国内外中小桥梁的承载能力评估中得到广泛应用。在桥梁结构动力特性测定试验中,需要通过跑车试验、刹车试验和跳车试验来对桥梁进行激励,其缺点是试验费时费力、费用昂贵,尤其是在试验时必须关闭桥梁通车,影响交通,是桥梁管理人员最不乐见。 Bridge health diagnosis technology has developed rapidly in recent years. However, compared with long and large bridges, the health diagnosis of small and medium-sized bridges on national and provincial arterial roads and county and township roads has not received sufficient attention. As of the end of 2009, the total number of bridges in my country reached 594,600, including 552,800 small and medium bridges. Due to the limitations of funds, manpower, attention, etc., most small and medium-sized bridges have been in disrepair for a long time, and there are serious safety hazards. Therefore, it is an urgent scientific task to develop a fast, low-cost, and high-accuracy health diagnosis technology for small and medium bridges. Conventional environmental vibration tests for bridge health diagnosis can only provide modal parameters such as frequency and mode shape of the bridge, and it is difficult to provide very clear information for bridge health diagnosis engineering. Shock vibration testing is a new direction for the health diagnosis of small and medium-sized bridges. By observing the time history data of the impact force and the acceleration of important parts of the bridge during the shock vibration testing process, more detailed parameters such as the flexibility matrix of the structure can be identified, so as to achieve more accurate bridge safety diagnosis. Truck static load testing is a widely accepted field testing method for bridge engineers. Structural bearing capacity is an important indicator of structural safety. The truck static load test can effectively evaluate the bearing capacity of the bridge by loading different levels of the tested bridge and observing the corresponding displacement and strain data. The Ministry of Communications of my country's "Methods for Appraisal of Bearing Capacity of Old Highway Bridges" provides detailed regulations and explanations for the static load test method of trucks. The American Handbook of Condition Assessment of Highway Bridges (AASHTO) has similar instructions for static load tests on trucks. The truck static load test results are reliable, and it is a method specified in the code, so it is widely used in the evaluation of the bearing capacity of small and medium-sized bridges at home and abroad. In the determination of the dynamic characteristics of the bridge structure, it is necessary to excite the bridge through the sports car test, brake test and car jump test. The disadvantage is that the test is time-consuming, laborious and expensive, especially the bridge must be closed to traffic during the test, which affects traffic. Bridge managers are the least likely to see it.
通过冲击振动可以识别的桥梁柔度矩阵,从而预测任何静载下的挠度,然后根据交通部公路旧桥承载能力鉴定方法来计算桥梁的校验系数,得到明确的桥梁安全状态判断。冲击振动测试能同时识别结构动力特性和静力特征的方法是可行的,但是进行桥梁的柔度矩阵识别所需要的冲击力不但要幅值大,还需要频域广,既冲击力能量要均匀分布在一个宽频域范围内(例如0~100赫兹),否则在信号分析部分将无法精确识别结构柔度矩阵,同时现有的击振装置无法满足一次冲击的要求,二次冲击或多次冲击会产生不一致、不平坦的力谱,且力谱的幅值衰减30dB或者更多,特别是在共振峰处,避免二次冲击能够得到精确的分析结果,而多次冲击得到的数据较差,最后的分析结果不可靠。故目前的冲击装置无法应用于冲击振动试验,无法利用冲击振动理论对桥梁进行安全评估。当前,可应用于桥梁测试的冲击加载装置非常有限,应用最广泛的是简单的锤击装置(大力锤),然而这种锤击装置所产生的冲击力幅值小,无法有效地激励出桥梁的多阶模态,导致识别的结构柔度矩阵不精确。因此,如何开发一个切实有效的适用于桥梁安全诊断的冲击加载装置,来产生幅值大频域广的冲击力,且能避免二次冲击,已经成为制约中小桥梁健康诊断技术发展与应用的瓶颈问题。 Through the bridge flexibility matrix that can be identified by shock vibration, the deflection under any static load can be predicted, and then the verification coefficient of the bridge can be calculated according to the identification method of the old highway bridge bearing capacity of the Ministry of Communications, and a clear judgment of the bridge safety state can be obtained. It is feasible to simultaneously identify the dynamic and static characteristics of the structure through the shock vibration test, but the impact force required for identification of the flexibility matrix of the bridge must not only have a large amplitude, but also need a wide frequency domain, and the energy of the impact force must be uniform. Distributed in a wide frequency domain (for example, 0~100 Hz), otherwise the structural compliance matrix cannot be accurately identified in the signal analysis part, and the existing vibration device cannot meet the requirements of one impact, two impacts or multiple impacts Inconsistent and uneven force spectra will be generated, and the amplitude of the force spectrum will be attenuated by 30dB or more, especially at the resonance peak. Avoiding secondary shocks can obtain accurate analysis results, but the data obtained by multiple shocks is poor. The final analysis results are not reliable. Therefore, the current impact device cannot be applied to the impact vibration test, and the safety assessment of the bridge cannot be performed using the impact vibration theory. At present, the impact loading devices that can be applied to bridge testing are very limited. The most widely used is a simple hammering device (big hammer). However, the impact force generated by this hammering device is small and cannot effectively excite the The multi-order modes of the model lead to inaccurate identification of the structural flexibility matrix. Therefore, how to develop an effective impact loading device suitable for bridge safety diagnosis, to generate impact force with large amplitude and wide frequency range, and to avoid secondary impact has become a bottleneck restricting the development and application of small and medium bridge health diagnosis technology. question.
发明内容 Contents of the invention
针对背景技术部分介绍的中小桥梁健康诊断中的瓶颈问题,本发明公开了一种适用于桥梁振动测试的能实现单次冲击的加载装置,从而提高测试分析结果的准确性和可靠性。 Aiming at the bottleneck problem in the health diagnosis of small and medium bridges introduced in the background technology section, the present invention discloses a loading device suitable for bridge vibration testing that can realize a single impact, thereby improving the accuracy and reliability of test analysis results.
为解决上述技术问题,本发明的技术解决方案如下: In order to solve the problems of the technologies described above, the technical solution of the present invention is as follows:
一种桥梁冲击加载装置,包括支架、设置在支架上的垂直导轨以及设置在所述垂直导轨上的加载锤,在所述的支架上还设置有与所述加载锤连接的驱动装置,其特征在于: A bridge impact loading device, comprising a bracket, a vertical guide rail arranged on the bracket, and a loading hammer arranged on the vertical guide rail, and a driving device connected to the loading hammer is also arranged on the bracket, and its characteristics in:
所述的驱动装置包括电动机、电磁离合器、控制器、计数传感器、驱动轴以及绕在所述驱动轴上的牵引绳,所述的驱动轴通过所述的电磁离合器与所述的电动机连接,在牵引绳的下端连接所述的加载锤,所述的计数传感器设置在所述支架的下端用于检测所述加载锤的下落并将检测到的信号输出到所述的控制器,所述的控制器根据所述计数传感器的输出信号,控制所述电动机带动所述驱动轴提升所述的加载锤。 The driving device includes a motor, an electromagnetic clutch, a controller, a counting sensor, a drive shaft and a traction rope wound on the drive shaft, and the drive shaft is connected to the motor through the electromagnetic clutch, and The lower end of the traction rope is connected to the loading hammer, and the counting sensor is arranged at the lower end of the support to detect the falling of the loading hammer and output the detected signal to the controller, and the control The device controls the motor to drive the drive shaft to lift the loading hammer according to the output signal of the counting sensor.
在所述的加载锤的两端设置有滑块,所述的滑块位于所述的导轨上,在所述的滑块上设置有将所述滑块固定在导轨上的电动刹车装置。电动刹车装置包括:导轨夹持装置,弹簧储能装置,楔滑动齿轮,活塞。电动刹车装置电动产生力,由夹在导轨两侧的楔形块施加在接触面上,从而夹住导轨,起到制动的作用。 Slide blocks are arranged at both ends of the loading hammer, the slide blocks are located on the guide rails, and an electric braking device for fixing the slide blocks on the guide rails is arranged on the slide blocks. The electric braking device includes: a guide rail clamping device, a spring energy storage device, a wedge sliding gear, and a piston. The electric braking device generates force electrically, and the wedge blocks clamped on both sides of the guide rail are applied to the contact surface, so as to clamp the guide rail and play the role of braking.
在所述加载锤的下端设置有力传感器以及橡胶垫。 A force sensor and a rubber pad are arranged at the lower end of the loading hammer.
本发明加载装置,采用电动机提取重物及控制重物下落、冲击及回弹等整个过程,所产生的冲击力由加载锤自由落体运动产生的加速度提供。整个装置构造简明合理,能够满足桥梁振动测试试验所需的冲击荷载。由于在信号分析部分结构柔度矩阵识别的过程中需要使用冲击力数据,在加载锤下端面安装无线测力传感器,从而可以记录所产生冲击力的时程数据,并无线传输到数据采集计算机中。加载锤为可变加载的重物,可额外增加加载锤重量以提供更大的冲击荷载。当加载锤降到与地面接触的高度时,在冲击装置上安装了激光传感器,可以将信号传递至控制电路,然后电脑控制发出电信号,刹车装置接收到电信号之后,由弹簧驱动夹在导轨两侧的楔形块将高达9200N的力施加在接触面上,从而夹住导轨,起到制动的作用,整个作用过程从发出电信号到制动时间很短。而由于采用特殊材料及设计,刹车装置不会对导轨产生破坏,而强大的夹持力也保证了滑块与导轨间不会产生相对运动,避免加载锤的二次冲击提供的保障。冲击力的宽频特性可以由力传感器下面的柔性橡胶垫来获得,柔性橡胶垫所产生的宽频可涵盖我们感兴趣模态的频率范围。 The loading device of the present invention adopts the electric motor to extract the heavy object and control the whole process of the falling, impact and rebound of the heavy object, and the generated impact force is provided by the acceleration generated by the free fall movement of the loading hammer. The structure of the whole device is simple and reasonable, and can meet the impact load required by the bridge vibration test. Since the impact force data needs to be used in the identification process of the structural flexibility matrix in the signal analysis part, a wireless load cell is installed on the lower end of the loading hammer, so that the time course data of the impact force generated can be recorded and wirelessly transmitted to the data acquisition computer . Loading hammers are variable loading weights that allow additional weight on the loading hammer to provide greater impact loads. When the loading hammer is lowered to the height in contact with the ground, a laser sensor is installed on the impact device, which can transmit the signal to the control circuit, and then the computer controls to send out an electric signal. After the brake device receives the electric signal, it is clamped on the guide rail by spring drive. The wedge blocks on both sides exert a force up to 9200N on the contact surface, thereby clamping the guide rail and playing the role of braking. The whole action process from sending an electric signal to braking takes a very short time. Due to the use of special materials and design, the brake device will not damage the guide rail, and the strong clamping force also ensures that there will be no relative movement between the slider and the guide rail, and the protection provided by the secondary impact of the loading hammer is avoided. The broadband characteristic of the impact force can be obtained by a flexible rubber pad under the force sensor. The flexible rubber pad produces a broadband that covers the frequency range of the mode of interest.
有益效果Beneficial effect
1.本发明的冲击振动装置能够产生单幅值冲击力(单次冲击),其优点在于产生平坦、一致的力谱,且频谱图上没有显著地衰减或零值区域。 1. The impact vibration device of the present invention can generate a single-amplitude impact force (single impact), which has the advantage of generating a flat and consistent force spectrum, and there is no significant attenuation or zero value area on the spectrum diagram.
2.利用本发明公布的冲击振动装置产生幅值大频域广和具有单幅值特征的冲击力,结合测量的加速度数据,可以准确的识别桥梁的柔度矩阵,进而预测桥梁挠度、计算校验系数和桥梁安全性能评估。 2. Utilize the impact vibration device announced by the present invention to produce the impact force with large amplitude and wide frequency domain and single amplitude characteristics, combined with the measured acceleration data, the flexibility matrix of the bridge can be accurately identified, and then the deflection of the bridge can be predicted, and the calibration correction can be calculated. test coefficient and bridge safety performance evaluation.
3.本发明能够结合碳纤维无线传感、FBG等多种先进传感器,对桥梁进行快速检测。 3. The present invention can combine multiple advanced sensors such as carbon fiber wireless sensing and FBG to quickly detect bridges.
4.本发明能够结合冲击振动理论和柔度识别理论,对旧桥梁承挠度进行预测,它能够替代规范规定的卡车静载实验,而且具有方便快捷、费用低、准确率高的特点。由于我国中小桥梁众多,所发明装置实用性强,在中小桥梁的快速诊断中具有广阔的应用前景。 4. The present invention can combine shock vibration theory and flexibility identification theory to predict the deflection of old bridges, it can replace the truck static load test specified in the code, and has the characteristics of convenience, low cost and high accuracy. Since there are many small and medium bridges in our country, the invented device has strong practicability and has broad application prospects in the rapid diagnosis of small and medium bridges.
附图说明 Description of drawings
图1是本发明装置的结构示意图。 Fig. 1 is a structural schematic diagram of the device of the present invention.
图2所产生冲击荷载的时程图.。 Figure 2. Time history diagram of the resulting impact load.
图3所产生冲击荷载的频谱图。 Fig. 3 Spectrum diagram of the resulting impact load.
其中:电磁离合器1,红外传感器2,电动刹车3,支架4,电动机5,控制器6,力传感器7,橡胶垫8,加载锤9。 Among them: electromagnetic clutch 1, infrared sensor 2, electric brake 3, bracket 4, motor 5, controller 6, force sensor 7, rubber pad 8, loading hammer 9.
具体实施方式:detailed description:
下面结合附图,对本发明作详细说明: Below in conjunction with accompanying drawing, the present invention is described in detail:
如图1所示,本发明桥梁冲击加载装置,包括支架4、设置在支架上的垂直导轨以及设置在垂直导轨上的加载锤9,在加载锤的下端设置有力传感器7以及橡胶垫8。在支架上还设置有电动机5、电磁离合器1、控制器6、用作计数传感器的红外传感器2、驱动轴以及绕在驱动轴上的牵引绳,驱动轴通过电磁离合器与电动机连接,在牵引绳的下端连接加载锤9,计数传感器设置在支架的下端用于检测加载锤的下落并将检测到的信号输出到控制器,控制器根据计数传感器的输出信号,控制电动机带动驱动轴提升加载锤。在加载锤的两端设置有滑块,滑块位于所述的导轨上,在滑块上设置有电动刹车装置,电动刹车装置为现有设备,直接采购即可。 As shown in Figure 1, the bridge impact loading device of the present invention includes a bracket 4, a vertical guide rail arranged on the bracket and a loading hammer 9 arranged on the vertical guide rail, and a force sensor 7 and a rubber pad 8 are arranged at the lower end of the loading hammer. Also be provided with motor 5, electromagnetic clutch 1, controller 6, the infrared sensor 2 that is used as counting sensor, drive shaft and the traction rope that is wound on the drive shaft on support, drive shaft is connected with motor by electromagnetic clutch, in traction rope The lower end is connected to the loading hammer 9, and the counting sensor is arranged at the lower end of the support to detect the falling of the loading hammer and output the detected signal to the controller. The controller controls the motor to drive the drive shaft to lift the loading hammer according to the output signal of the counting sensor. Slide blocks are arranged at both ends of the loading hammer, the slide blocks are located on the guide rail, and an electric brake device is arranged on the slide block. The electric brake device is an existing equipment and can be purchased directly.
本发明加载装置的工作原理为:首先电动机将加载锤提升到一定的高度(可自动根据桥梁类型判断所需要提升高度,即所需要冲击力的大小),电动机停止工作,电磁离合器闭合,将驱动轴刹住,加载锤被固定在待定的高度,通过控制按钮启动装置后,加载锤将以自由落体运动方式沿着导轨向下运动,并对地面产生一次冲击作用,加载锤撞击桥面后,在很短的时间内回弹上升,在加载锤第一次回弹时,位于冲击装置底部的红外传感器2将信号传递至控制器,并通过控制器控制电动机,使电动机能够瞬间提升加载锤,同时导轨两侧的刹车装置避免了二次冲击不利因素的影响,即完成一次冲击过程。 The working principle of the loading device of the present invention is as follows: first, the motor lifts the loading hammer to a certain height (the required lifting height can be automatically judged according to the bridge type, that is, the required impact force), the motor stops working, the electromagnetic clutch is closed, and the driving The shaft is braked, and the loading hammer is fixed at the height to be determined. After the device is activated by the control button, the loading hammer will move down along the guide rail in a free-falling motion and produce an impact on the ground. After the loading hammer hits the bridge deck, The rebound rises in a short time, and when the loading hammer rebounds for the first time, the infrared sensor 2 located at the bottom of the impact device transmits the signal to the controller, and the motor is controlled by the controller, so that the motor can instantly lift the loading hammer, At the same time, the brake devices on both sides of the guide rail avoid the influence of the unfavorable factors of the secondary impact, that is, the primary impact process is completed.
实验室激振器冲击力特性分析: Analysis of impact force characteristics of laboratory vibrator:
本发明的击振装置在结构表面做冲击试验,冲击力如图2,其冲击力幅值可达5t~17t,对其做快速傅里叶变换,可以得到冲击力的频域图3,可发现其具有宽频特性。本发明的击振装置冲击力大、频域广且不会产生二次冲击,可以充分的激励出桥梁的动力特性,实现桥梁的安全诊断。 The shocking device of the present invention is subjected to an impact test on the surface of the structure. The impact force is as shown in Figure 2, and its impact force amplitude can reach 5t~17t. Fast Fourier transform is performed to it, and the frequency domain figure 3 of the impact force can be obtained. It was found to have broadband characteristics. The vibrating device of the present invention has large impact force, wide frequency range and no secondary impact, can fully stimulate the dynamic characteristics of the bridge, and realize the safety diagnosis of the bridge.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410074340.9A CN103792055B (en) | 2014-03-03 | 2014-03-03 | A kind of impact load device that is applicable to small bridge quick diagnosis |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410074340.9A CN103792055B (en) | 2014-03-03 | 2014-03-03 | A kind of impact load device that is applicable to small bridge quick diagnosis |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103792055A CN103792055A (en) | 2014-05-14 |
CN103792055B true CN103792055B (en) | 2016-05-11 |
Family
ID=50667934
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410074340.9A Active CN103792055B (en) | 2014-03-03 | 2014-03-03 | A kind of impact load device that is applicable to small bridge quick diagnosis |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103792055B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20170160165A1 (en) * | 2014-06-17 | 2017-06-08 | Drexel University | Self-Contained Rapid Modal Testing System for Highway Bridges |
CN104748932B (en) * | 2015-01-29 | 2017-03-29 | 中国铁路总公司 | A kind of railroad bridge substructure automatically exciting device |
CN106290014B (en) * | 2016-07-22 | 2017-07-25 | 西安交通大学 | An anti-secondary impact device for a drop weight impact test system |
CN106289691B (en) * | 2016-07-28 | 2018-12-18 | 张建 | A kind of bridge block impact vibration detection method and detection device based on microwave radar device |
CN108982139B (en) * | 2018-06-19 | 2019-08-13 | 福建农林大学 | A kind of changing damage bridge experiment device and its experimental method |
KR20220059040A (en) | 2020-11-02 | 2022-05-10 | 현대자동차주식회사 | Hammer device, apparatus for detecting faulty of welded part, and method using the same |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10263478A (en) * | 1997-03-25 | 1998-10-06 | Mitsubishi Heavy Ind Ltd | Vibration generator |
CN1804563A (en) * | 2005-10-14 | 2006-07-19 | 北京交通大学 | Impact and vibration method for measuring natural frequency of bridge lower structure |
CN201269799Y (en) * | 2008-10-30 | 2009-07-08 | 浙江省检验检疫科学技术研究院 | Baby stroller frame for preventing secondary impact/front fork component impact experiment machine |
CN102494861A (en) * | 2011-11-22 | 2012-06-13 | 北京交通大学 | Operating device for heavy hammer for impact vibration test of bridge substructure |
CN203310598U (en) * | 2013-05-15 | 2013-11-27 | 湖南大学 | Wheel load traction type falling hammer integration apparatus for bridge deck dynamic detection |
CN203758717U (en) * | 2014-03-03 | 2014-08-06 | 东南大学 | Impact loading device suitable for rapid diagnosis of small and medium bridges |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100997810B1 (en) * | 2009-07-22 | 2010-12-02 | 한국기계연구원 | Damage Detection Method of Structure Using Vibration Power |
CN101949760B (en) * | 2010-09-06 | 2011-11-23 | 中信戴卡轮毂制造股份有限公司 | Weight-adjustable impact device |
CN102840957B (en) * | 2011-06-23 | 2015-04-29 | 北京航天斯达新技术装备公司 | Pendulum bob-type impact response spectrum testing bed |
-
2014
- 2014-03-03 CN CN201410074340.9A patent/CN103792055B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10263478A (en) * | 1997-03-25 | 1998-10-06 | Mitsubishi Heavy Ind Ltd | Vibration generator |
CN1804563A (en) * | 2005-10-14 | 2006-07-19 | 北京交通大学 | Impact and vibration method for measuring natural frequency of bridge lower structure |
CN201269799Y (en) * | 2008-10-30 | 2009-07-08 | 浙江省检验检疫科学技术研究院 | Baby stroller frame for preventing secondary impact/front fork component impact experiment machine |
CN102494861A (en) * | 2011-11-22 | 2012-06-13 | 北京交通大学 | Operating device for heavy hammer for impact vibration test of bridge substructure |
CN203310598U (en) * | 2013-05-15 | 2013-11-27 | 湖南大学 | Wheel load traction type falling hammer integration apparatus for bridge deck dynamic detection |
CN203758717U (en) * | 2014-03-03 | 2014-08-06 | 东南大学 | Impact loading device suitable for rapid diagnosis of small and medium bridges |
Non-Patent Citations (1)
Title |
---|
可实现多参数测试的落锤式冲击试验机;邱自学等;《仪表技术与传感器》;20060831(第8(2006)期);第56-58页 * |
Also Published As
Publication number | Publication date |
---|---|
CN103792055A (en) | 2014-05-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103792055B (en) | A kind of impact load device that is applicable to small bridge quick diagnosis | |
KR101447197B1 (en) | Device of dynamic cone penetrometer test and measuring method of soil compaction using the same | |
CN105953996B (en) | Bridge detection and evaluation method and equipment based on impact vibration | |
CN103225320B (en) | Electromagnetic type dynamic plate load test detecting device and method | |
Tian et al. | Flexibility identification and deflection prediction of a three-span concrete box girder bridge using impacting test data | |
RU2192006C2 (en) | Method and apparatus for determining physicomechanical properties of ground layer preferably of low and average density | |
Li et al. | Improved indirect measurement of the dynamic stiffness of a rail fastener and its dependence on load and frequency | |
CN106802221A (en) | A kind of detection car device of the bridge damnification diagnostic method based on Vehicle-Bridge Coupling System | |
CN105203420B (en) | Drop hammer type cement treated material device for rapidly determining compaction degree and assay method | |
Chen et al. | Full-scale field testing on a highway composite pavement dynamic responses | |
CN105699222A (en) | Test apparatus for simulating dynamic response of cement concrete road surfaces under effects of impact load | |
CN111289196B (en) | Elastic element vibration transmission testing device and system | |
He et al. | Failure analysis of an automobile damper spring tower | |
CN201152841Y (en) | Full-automatic monkey hammer type benkelman beams deflectometer | |
CN201873933U (en) | Multi-point sensor falling weight deflectometer | |
RU129245U1 (en) | INSTALLATION FOR EVALUATING THE FATIGUE OF ASPHALT CONCRETE DURING CYCLIC DYNAMIC INFLUENCES | |
CN106680083A (en) | Testing device for treading fatigue of tension composite insulator | |
CN201885922U (en) | Flexible suspension deflection sensor | |
Grellet et al. | Wide-base single-tire and dual-tire assemblies: Comparison based on experimental pavement response and predicted damage | |
CN203758717U (en) | Impact loading device suitable for rapid diagnosis of small and medium bridges | |
RU2483290C2 (en) | Method to assess fatigue of asphalt concrete under cyclic dynamic loads | |
KR101709407B1 (en) | Wireless Measuring System for Structural Performance Evaluation | |
RU2523057C1 (en) | Device for fatigue assessment of asphalt concrete under cyclic dynamic impacts | |
CN204228372U (en) | Be applicable to the integrated apparatus that small bridge is fast and safely diagnosed | |
RU159632U1 (en) | DYNAMIC LOAD INSTALLATION |
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 |