CN114354111A - Vehicle-bridge coupling vibration test structure - Google Patents

Vehicle-bridge coupling vibration test structure Download PDF

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CN114354111A
CN114354111A CN202210013532.3A CN202210013532A CN114354111A CN 114354111 A CN114354111 A CN 114354111A CN 202210013532 A CN202210013532 A CN 202210013532A CN 114354111 A CN114354111 A CN 114354111A
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test
support
bridge
vehicle
sections
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王涛
杨干
韩万水
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Changan University
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Changan University
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Abstract

The invention discloses a vehicle-bridge coupling vibration test structure which comprises two test sections and two lead sections, wherein the two test sections and the two lead sections are manufactured according to a preset scale ratio, the two test sections are arranged in parallel, two ends of one lead section are respectively butted with one ends of the two test sections, and two ends of the other lead section are respectively butted with the other ends of the two test sections; the experimental section comprises a bridge, a telescopic supporting structure, an adjustable support, a pressure testing device and a connecting plate, wherein the pressure testing device is in contact with the bottom surface of the bridge, the connecting plate is connected with the bottom surface of the pressure testing device, the top of the adjustable support is connected with the bottom surface of the connecting plate, the bottom of the adjustable support is in contact with the top of the telescopic supporting structure, and the bottom of the telescopic supporting structure is fixed. The invention has high test precision and convenient and economic test.

Description

一种车-桥耦合振动测试结构A Vehicle-Axle Coupling Vibration Test Structure

技术领域technical field

本发明涉及桥梁技术领域,具体涉及一种车-桥耦合振动测试结构。The invention relates to the technical field of bridges, in particular to a vehicle-bridge coupled vibration test structure.

背景技术Background technique

车辆是公路桥梁所承受的主要活载之一,当车辆通过桥梁时,车辆和桥梁之间形成了耦合振动系统。这种动力作用,使得桥梁不可避免的产生了振动,对桥梁的安全产生了深远的影响。目前,更多的是采用数值模拟的方法来对不同桥梁类型进行车-桥耦合振动作用的测试,但数值模拟的精度难以验证。也有通过实桥实验来测试车-桥耦合振动作用,但是需要投入大量的人力和物力。因此,亟需一种测试精度高、测试方便经济的车-桥耦合振动测试结构。Vehicles are one of the main live loads that highway bridges bear. When vehicles pass through bridges, a coupled vibration system is formed between vehicles and bridges. This dynamic action makes the bridge inevitably vibrate, which has a profound impact on the safety of the bridge. At present, more numerical simulation methods are used to test the vehicle-bridge coupled vibration effect on different bridge types, but the accuracy of numerical simulation is difficult to verify. There is also a real bridge experiment to test the vehicle-bridge coupled vibration effect, but it requires a lot of manpower and material resources. Therefore, there is an urgent need for a vehicle-axle coupled vibration test structure with high test accuracy, convenient and economical test.

发明内容SUMMARY OF THE INVENTION

针对现有技术中存在的问题,本发明提供了一种车-桥耦合振动测试结构,测试精度高,测试方便经济。Aiming at the problems existing in the prior art, the present invention provides a vehicle-axle coupling vibration test structure with high test accuracy, convenient and economical test.

为了解决上述技术问题,本发明通过以下技术方案予以实现:In order to solve the above-mentioned technical problems, the present invention is realized through the following technical solutions:

一种车-桥耦合振动测试结构,包括按照预设缩尺比制作的两个试验段和两个接引段,其中,两个所述试验段平行设置,一个所述接引段的两端分别与两个所述试验段的一端对接,另一个所述接引段的两端分别与两个所述试验段的另一端对接;所述试验段包括桥梁、可伸缩支撑结构、可调节支座、压力测试装置和连接板,所述压力测试装置与所述桥梁的底面接触,所述连接板连接在所述压力测试装置的底面,所述可调节支座的顶部与所述连接板的底面连接,所述可调节支座的底部与所述可伸缩支撑结构的顶部接触,所述可伸缩支撑结构的底部固定。A vehicle-bridge coupled vibration test structure, comprising two test sections and two lead sections made according to a preset scale ratio, wherein the two test sections are arranged in parallel, and two ends of one of the lead sections are arranged in parallel. They are respectively butted with one end of the two test sections, and the two ends of the other connecting section are respectively butted with the other ends of the two test sections; the test sections include a bridge, a telescopic support structure, an adjustable support A seat, a pressure test device and a connecting plate, the pressure testing device is in contact with the bottom surface of the bridge, the connecting plate is connected to the bottom surface of the pressure testing device, and the top of the adjustable support is in contact with the bottom surface of the connecting plate. The bottom surface is connected, the bottom of the adjustable support is in contact with the top of the telescopic support structure, and the bottom of the telescopic support structure is fixed.

进一步地,所述可伸缩支撑结构包括固定管、伸缩管、第一支撑板、第二支撑板和千斤顶,所述固定管底部固定,相邻两个所述固定管通过所述第一支撑板连接,所述伸缩管的下端活动设置在所述固定管内,相邻两个所述伸缩管通过所述第二支撑板连接,所述可调节支座的底部与所述第二支撑板的顶部接触,相邻两个所述伸缩管之间设置一个所述千斤顶,所述千斤顶的底部固定在所述第一支撑板上,顶部固定在所述第二支撑板上。Further, the telescopic support structure includes a fixed pipe, a telescopic pipe, a first support plate, a second support plate and a jack, the bottom of the fixed pipe is fixed, and two adjacent fixed pipes pass through the first support plate The lower end of the telescopic tube is movably arranged in the fixed tube, two adjacent telescopic tubes are connected through the second support plate, the bottom of the adjustable support and the top of the second support plate contact, a jack is arranged between two adjacent telescopic tubes, the bottom of the jack is fixed on the first support plate, and the top is fixed on the second support plate.

进一步地,所述试验段还包括底板,所述底板固定,所述可伸缩支撑结构的底部固定在所述底板上。Further, the test section further includes a bottom plate, the bottom plate is fixed, and the bottom of the retractable support structure is fixed on the bottom plate.

进一步地,所述可调节支座包括螺杆和螺母,所述螺杆的底部连接在所述可伸缩支撑结构的顶部,所述螺母螺纹配合在所述螺母上,所述螺母的顶部与所述连接板的底面连接。Further, the adjustable support includes a screw rod and a nut, the bottom of the screw rod is connected to the top of the retractable support structure, the nut is threadedly fitted on the nut, and the top of the nut is connected to the The bottom side of the board is connected.

进一步地,所述压力测试装置与所述连接板之间还设置有缓冲垫。Further, a buffer pad is also arranged between the pressure testing device and the connecting plate.

进一步地,所述接引段包括接引面板和支撑件,所述支撑件的底部固定,所述支撑件的顶部连接在所述接引面板的底部。Further, the connecting section includes a connecting panel and a support, the bottom of the support is fixed, and the top of the support is connected to the bottom of the connecting panel.

进一步地,所述桥梁和所述接引面板的两侧设置有防撞限位装置。Further, both sides of the bridge and the connecting panel are provided with anti-collision limiting devices.

进一步地,所述桥梁和所述接引面板上设置有多条车道。Further, a plurality of lanes are arranged on the bridge and the connecting panel.

进一步地,所述桥梁和所述接引面板上撒布有沙子。Further, sand is spread on the bridge and the access panel.

进一步地,两个所述试验段的桥梁包括箱梁桥、空心板桥、T梁桥或拱桥的任意组合。Further, the bridges of the two test sections include any combination of box girder bridges, hollow slab bridges, T-beam bridges or arch bridges.

与现有技术相比,本发明至少具有以下有益效果:本发明提供的一种车-桥耦合振动测试结构,按照预设缩尺比制作两个试验段和两个接引段,通过两个试验段和两个接引段形成闭环的车道,通过控制可伸缩支撑结构的伸缩高度,可以调节桥梁的纵坡,通过控制可调节支座的高度,可以调节桥梁的横坡。在试验时,将测试车辆放置在两个试验段和两个接引段形成闭环的车道上,对测试车辆按照试验要求施加相应的配重后,控制测试车辆沿着闭环车道移动,利用压力测试装置测取支反力变化,进而可以对车辆和桥梁之间耦合振动进行测试分析。相较于传统的利用数值模拟的方法对不同桥梁类型进行车-桥耦合振动作用的测试,本发明的测试精度更高,同时测试方便且经济性好。Compared with the prior art, the present invention has at least the following beneficial effects: a vehicle-axle coupling vibration test structure provided by the present invention, two test sections and two lead sections are made according to a preset scale ratio, The test section and the two connecting sections form a closed-loop lane. By controlling the telescopic height of the retractable support structure, the longitudinal slope of the bridge can be adjusted, and by controlling the height of the adjustable support, the cross slope of the bridge can be adjusted. During the test, the test vehicle is placed on the closed-loop lane formed by the two test sections and the two connecting sections. After applying the corresponding counterweight to the test vehicle according to the test requirements, the test vehicle is controlled to move along the closed-loop lane, and the pressure test is used. The device measures the change of the support reaction force, and then can test and analyze the coupled vibration between the vehicle and the bridge. Compared with the traditional method of using numerical simulation to test the vehicle-bridge coupled vibration effect on different bridge types, the present invention has higher test accuracy, convenient test and good economy.

进一步地,本发明通过千斤顶控制伸缩管的伸缩,进而控制桥梁的高度,以便于对桥梁的纵坡进行调节,结构简单,成本低。Further, the present invention controls the expansion and contraction of the telescopic tube through the jack, thereby controlling the height of the bridge, so as to facilitate the adjustment of the longitudinal slope of the bridge, with simple structure and low cost.

进一步地,本发明将可伸缩支撑结构的底部固定在底板上,将底板固定在地面上,结构更加可靠。Further, in the present invention, the bottom of the telescopic support structure is fixed on the bottom plate, and the bottom plate is fixed on the ground, and the structure is more reliable.

进一步地,本发明的可调节支座包括螺杆和螺母,螺杆的底部连接在可伸缩支撑结构的顶部,螺母螺纹配合在螺母上,螺母的顶部与连接板的底面连接,通过旋转螺母实现对桥梁横坡的调节,结构简单,调节精度好,成本低。Further, the adjustable support of the present invention includes a screw rod and a nut, the bottom of the screw rod is connected to the top of the retractable support structure, the nut is threaded on the nut, the top of the nut is connected with the bottom surface of the connecting plate, and the bridge is connected by rotating the nut. The adjustment of the cross slope has the advantages of simple structure, good adjustment precision and low cost.

进一步地,在压力测试装置与连接板之间还设置有缓冲垫,起到缓冲作用,有利于提高整体结构的稳定性。Further, a buffer pad is also arranged between the pressure testing device and the connecting plate, which plays a buffering role and is beneficial to improve the stability of the overall structure.

进一步地,在桥梁和接引面板的两侧设置有防撞限位装置,防止测试车辆掉落。Further, an anti-collision limiting device is provided on both sides of the bridge and the connecting panel to prevent the test vehicle from falling.

进一步地,在桥梁和接引面板上设置有多条车道,可以实现多个测试车辆的闭环加载。Further, multiple lanes are arranged on the bridge and the access panel, which can realize the closed-loop loading of multiple test vehicles.

进一步地,桥梁和接引面板上撒布有沙子,提高车道的粗糙度。Further, bridges and splice panels are sprinkled with sand to improve the roughness of the driveway.

进一步地,两个试验段的桥梁包括箱梁桥、空心板桥、T梁桥或拱桥的任意组合,可同步实现两种不同类型桥梁的车-桥耦合振动测试分析。Further, the bridges of the two test sections include any combination of box girder bridges, hollow slab bridges, T-beam bridges or arch bridges, which can simultaneously realize the vehicle-bridge coupled vibration test analysis of two different types of bridges.

为使本发明的上述目的、特征和优点能更明显易懂,下文特举较佳实施例,并配合所附附图,作详细说明如下。In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, preferred embodiments are given below, and are described in detail as follows in conjunction with the accompanying drawings.

附图说明Description of drawings

为了更清楚地说明本发明具体实施方式中的技术方案,下面将对具体实施方式描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施方式,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the technical solutions in the specific embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings used in the description of the specific embodiments. Obviously, the accompanying drawings in the following description are some embodiments of the present invention. , for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without any creative effort.

图1为本发明一种车-桥耦合振动测试结构的整体示意图;Fig. 1 is the overall schematic diagram of a kind of vehicle-axle coupling vibration test structure of the present invention;

图2为本发明一种车-桥耦合振动测试结构中试验段的示意图;2 is a schematic diagram of a test section in a vehicle-axle coupled vibration test structure of the present invention;

图3为本发明一种车-桥耦合振动测试结构中试验段的可伸缩支撑结构的拆分示意图;Fig. 3 is a disassembled schematic diagram of the telescopic support structure of the test section in a vehicle-bridge coupled vibration test structure of the present invention;

图4为本发明一种车-桥耦合振动测试结构中试验段的可调节支座的示意图;4 is a schematic diagram of an adjustable support of a test section in a vehicle-axle coupled vibration test structure of the present invention;

图5为本发明一种车-桥耦合振动测试结构中接引段的示意图。FIG. 5 is a schematic diagram of a lead section in a vehicle-axle coupled vibration test structure of the present invention.

图中:1-试验段;10-桥梁;11-可伸缩支撑结构;110-固定管;111-伸缩管;112-第一支撑板;113-第二支撑板;114-千斤顶;12-可调节支座;120-螺杆;121-螺母;13-压力测试装置;14-连接板;15-缓冲垫;16-底板;2-接引段;20-接引面板;21-支撑件;3-防撞限位装置;4-测试车辆。In the figure: 1- test section; 10- bridge; 11- telescopic support structure; 110- fixed pipe; 111- telescopic pipe; 112- first support plate; 113- second support plate; 114- jack; 12- can Adjusting support; 120-screw; 121-nut; 13-pressure test device; 14-connection plate; 15-buffer pad; 16-bottom plate; 2-connection section; 20-connection panel; 21-support piece; 3 - Anti-collision limit device; 4- Test vehicle.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合附图对本发明的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

作为本发明的某一具体实施方式,如图1所示,一种车-桥耦合振动测试结构,包括按照预设缩尺比制作的两个试验段1和两个接引段2,两个试验段1平行设置,两个接引段2为曲线跑道,一个接引段2的两端分别与两个试验段1的一端对接,另一个接引段2的两端分别与两个试验段1的另一端对接。换句话说,两个接引段2中,其中一个接引段2的一端与一个试验段1的一端对接,另一端与另一个试验段1的一端对接;另一个接引段2的一端与一个试验段1的另一端对接,另一端与另一个试验段1的另一端对接。也就是说,两个试验段1和两个接引段2形成闭环的车道,试验段1和接引段2的桥面平齐。As a specific embodiment of the present invention, as shown in FIG. 1 , a vehicle-axle coupled vibration test structure includes two test sections 1 and two lead sections 2 made according to a preset scale ratio. The test section 1 is arranged in parallel, and the two lead sections 2 are curved runways. The two ends of one lead section 2 are respectively butted with one end of the two test sections 1, and the two ends of the other lead section 2 are respectively connected with the two test sections. 1 is docked at the other end. In other words, among the two lead sections 2, one end of one lead section 2 is butted with one end of one test section 1, and the other end is butted with one end of the other test section 1; one end of the other lead section 2 is butted with one end of the other lead section 1 The other end of one test section 1 is butted, and the other end is butted with the other end of the other test section 1 . That is to say, the two test sections 1 and the two lead sections 2 form a closed-loop lane, and the bridge decks of the test sections 1 and the lead sections 2 are flush.

具体地说,结合图1、图2、图3和图4所示,试验段1包括桥梁10、可伸缩支撑结构11、可调节支座12、压力测试装置13和连接板14,压力测试装置13与桥梁10的底面接触,连接板14连接在压力测试装置13的底面,优选的,在压力测试装置13与连接板14之间还设置有缓冲垫15,本实施例中,缓冲垫15采用橡胶垫,缓冲垫15通过粘接的方式与连接板14和压力测试装置13连接。可调节支座12的顶部与连接板14的底面连接,可调节支座12的底部与可伸缩支撑结构11的顶部连接,可伸缩支撑结构11的底部固定,优选的,在地面固定有底板16,将可伸缩支撑结构11的底部固定在底板16上。Specifically, as shown in FIG. 1 , FIG. 2 , FIG. 3 and FIG. 4 , the test section 1 includes a bridge 10 , a retractable support structure 11 , an adjustable support 12 , a pressure test device 13 and a connecting plate 14 . The pressure test device 13 is in contact with the bottom surface of the bridge 10, and the connecting plate 14 is connected to the bottom surface of the pressure testing device 13. Preferably, a buffer pad 15 is also provided between the pressure testing device 13 and the connecting plate 14. The rubber pad and the buffer pad 15 are connected with the connecting plate 14 and the pressure testing device 13 by means of bonding. The top of the adjustable support 12 is connected to the bottom surface of the connecting plate 14, the bottom of the adjustable support 12 is connected to the top of the telescopic support structure 11, and the bottom of the telescopic support structure 11 is fixed, preferably, a bottom plate 16 is fixed on the ground , the bottom of the retractable support structure 11 is fixed on the bottom plate 16 .

作为优选实施方式,在桥梁10上设置有多条车道,可实现多个测试车辆4进行闭环加载。在桥梁10和接引面板20上可以撒布有沙子,可以选择性的模拟路面粗糙度。两个试验段1的桥梁10包括箱梁桥、空心板桥、T梁桥或拱桥的任意组合,也就是说,其中一个试验段1的桥梁10可以为箱梁桥、空心板桥、T梁桥或拱桥中的任意形式,另一个试验段1的桥梁10也可以为箱梁桥、空心板桥、T梁桥或拱桥中的任意形式,两个实验段1的桥梁10可以组成不同类型的桥梁,可同步实现两种不同类型桥梁的车-桥耦合振动测试分析。本发明中,桥梁10可以为不同材料进行制作,例如有机玻璃、钢材、铝合金等等。As a preferred embodiment, multiple lanes are provided on the bridge 10 , so that multiple test vehicles 4 can be loaded in a closed loop. Sand can be sprinkled on the bridge 10 and the access panel 20 to selectively simulate the roughness of the road surface. The bridges 10 of the two test sections 1 include any combination of box girder bridges, hollow slab bridges, T girder bridges or arch bridges, that is, the bridges 10 of one of the test sections 1 can be box girder bridges, hollow slab bridges, T girder bridges Any form of bridge or arch bridge, the bridge 10 of the other test section 1 can also be any form of box girder bridge, hollow slab bridge, T-beam bridge or arch bridge, and the bridges 10 of the two test sections 1 can be composed of different types. For bridges, the vehicle-bridge coupled vibration test analysis of two different types of bridges can be realized simultaneously. In the present invention, the bridge 10 can be made of different materials, such as plexiglass, steel, aluminum alloy and so on.

优选的,可伸缩支撑结构11与可调节支座12是可以拆除和移动的,因此可以方便的调节桥梁的跨数和跨径。Preferably, the telescopic support structure 11 and the adjustable support 12 can be dismantled and moved, so the span number and span of the bridge can be easily adjusted.

结合图2和图3所示,可伸缩支撑结构11包括固定管110、伸缩管111、第一支撑板112、第二支撑板113和千斤顶114,具体地说,固定管110的底部固定在底板16上,本实施例中,固定管110的底部通过焊接的方式固定在底板16上。相邻两个固定管110通过第一支撑板112连接,本实施例中,第一支撑板112与固定管110采用焊接的方式连接。伸缩管111的下端活动设置在固定管110内,相邻两个伸缩管111通过第二支撑板113连接,本实施例中,第二支撑板113与伸缩管111采用焊接的方式连接。可调节支座12的底部与第二支撑板113的顶部接触,相邻两个伸缩管111之间设置一个千斤顶114,千斤顶114的底部固定在第一支撑板112上,顶部固定在第二支撑板113上。也就是说,通过千斤顶114的升降来控制伸缩管111的伸缩,进而控制桥梁10的高度,这样就可以有效的模拟桥梁的纵坡。2 and 3, the telescopic support structure 11 includes a fixed pipe 110, a telescopic pipe 111, a first support plate 112, a second support plate 113 and a jack 114. Specifically, the bottom of the fixed pipe 110 is fixed on the bottom plate 16, in this embodiment, the bottom of the fixing tube 110 is fixed on the bottom plate 16 by welding. Two adjacent fixing pipes 110 are connected by a first supporting plate 112 . In this embodiment, the first supporting plate 112 and the fixing pipe 110 are connected by welding. The lower end of the telescopic tube 111 is movably arranged in the fixed tube 110, and two adjacent telescopic tubes 111 are connected by a second support plate 113. In this embodiment, the second support plate 113 and the telescopic tube 111 are connected by welding. The bottom of the adjustable support 12 is in contact with the top of the second support plate 113, a jack 114 is arranged between two adjacent telescopic tubes 111, the bottom of the jack 114 is fixed on the first support plate 112, and the top is fixed on the second support on board 113. That is to say, the expansion and contraction of the telescopic tube 111 is controlled by the lifting and lowering of the jack 114, and the height of the bridge 10 is further controlled, so that the longitudinal slope of the bridge can be effectively simulated.

本实施例中,底板16为开有螺栓孔的金属板,可以通过螺栓将其与地面连接。固定管110和伸缩管111为金属方管,固定管110的直径比伸缩管111的直径大,以便于伸缩管111可以插入固定管110中。In this embodiment, the bottom plate 16 is a metal plate with bolt holes, which can be connected to the ground through bolts. The fixed tube 110 and the telescopic tube 111 are metal square tubes, and the diameter of the fixed tube 110 is larger than that of the telescopic tube 111 , so that the telescopic tube 111 can be inserted into the fixed tube 110 .

结合图2、图3和图4所示,可调节支座12包括螺杆120和螺母121,具体地说,螺杆120的底部连接在第二支撑板113的顶部,螺母121螺纹配合在螺母121上,螺母121的顶部与连接板14的底面连接,本实施例中,螺母121的顶部与连接板14的底面通过焊接的方式连接。也就是说,通过旋转螺母121可以调节桥梁的高度,进而便于对桥梁的横坡进行调节。2, 3 and 4, the adjustable support 12 includes a screw rod 120 and a nut 121. Specifically, the bottom of the screw rod 120 is connected to the top of the second support plate 113, and the nut 121 is screwed on the nut 121. , the top of the nut 121 is connected with the bottom surface of the connecting plate 14 . In this embodiment, the top of the nut 121 and the bottom surface of the connecting plate 14 are connected by welding. That is, the height of the bridge can be adjusted by rotating the nut 121, thereby facilitating the adjustment of the cross slope of the bridge.

结合图1和图5所示,接引段2包括接引面板20和支撑件21,具体地说,支撑件21的底部固定在地面,支撑件21的顶部连接在接引面板20的底部。本实施例中,接引面板20为金属面板,支撑件21为金属材料制作的框型构件,支撑件21也是可以拆除和移动的。优选的,在接引面板20上设置有与桥梁10上车道数相同的车道,在接引面板20上也撒布有沙子。1 and 5 , the lead section 2 includes a lead panel 20 and a support 21 . Specifically, the bottom of the support 21 is fixed on the ground, and the top of the support 21 is connected to the bottom of the lead panel 20 . In this embodiment, the connecting panel 20 is a metal panel, the support 21 is a frame-shaped member made of metal material, and the support 21 can also be removed and moved. Preferably, the access panel 20 is provided with the same number of lanes as the number of lanes on the bridge 10 , and sand is also scattered on the access panel 20 .

作为优选的实施方式,如图1、图2和图5所示,在试验段1的桥梁10和接引段2的接引面板20的两侧均安装有防撞限位装置3。本发明中,防撞限位装置3可以为不同材料进行制作,例如塑料、有机玻璃、钢材等。As a preferred embodiment, as shown in FIG. 1 , FIG. 2 and FIG. 5 , anti-collision limiting devices 3 are installed on both sides of the bridge 10 of the test section 1 and the connecting panel 20 of the connecting section 2 . In the present invention, the anti-collision limiting device 3 can be made of different materials, such as plastic, plexiglass, steel and the like.

本发明中,测试车辆4为遥控测试汽车,其类型可以为多种,可以通过增加不同重量的配重来调节车辆的重量,通过遥控装置或者程序来控制车辆的速度和行驶轨迹。In the present invention, the test vehicle 4 is a remote control test vehicle, which can be of various types. The weight of the vehicle can be adjusted by adding counterweights of different weights, and the speed and running track of the vehicle can be controlled by a remote control device or program.

本发明在使用时,根据测试要求,将测试车辆4放置在试验段1上,调配好测试车辆4的配重后,控制测试车辆4沿着试验段1和接引段2组成的闭环车道行驶,通过压力测试装置13获取实时支反力变化,进而对车辆和桥梁之间耦合振动进行测试分析。When the present invention is in use, the test vehicle 4 is placed on the test section 1 according to the test requirements, and after the counterweight of the test vehicle 4 is adjusted, the test vehicle 4 is controlled to drive along the closed-loop lane formed by the test section 1 and the lead-in section 2 , obtain the real-time support and reaction force changes through the pressure testing device 13, and then test and analyze the coupled vibration between the vehicle and the bridge.

最后应说明的是:以上所述实施例,仅为本发明的具体实施方式,用以说明本发明的技术方案,而非对其限制,本发明的保护范围并不局限于此,尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,其依然可以对前述实施例所记载的技术方案进行修改或可轻易想到变化,或者对其中部分技术特征进行等同替换;而这些修改、变化或者替换,并不使相应技术方案的本质脱离本发明实施例技术方案的精神和范围,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应所述以权利要求的保护范围为准。Finally, it should be noted that the above-mentioned embodiments are only specific implementations of the present invention, and are used to illustrate the technical solutions of the present invention, but not to limit them. The protection scope of the present invention is not limited thereto, although referring to the foregoing The embodiment has been described in detail the present invention, and those of ordinary skill in the art should understand: any person skilled in the art who is familiar with the technical field of the present invention can still modify the technical solutions described in the foregoing embodiments within the technical scope disclosed by the present invention. Or can easily think of changes, or equivalently replace some of the technical features; and these modifications, changes or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention, and should be covered in the present invention. within the scope of protection. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims (10)

1.一种车-桥耦合振动测试结构,其特征在于,包括按照预设缩尺比制作的两个试验段(1)和两个接引段(2),其中,两个所述试验段(1)平行设置,一个所述接引段(2)的两端分别与两个所述试验段(1)的一端对接,另一个所述接引段(2)的两端分别与两个所述试验段(1)的另一端对接;所述试验段(1)包括桥梁(10)、可伸缩支撑结构(11)、可调节支座(12)、压力测试装置(13)和连接板(14),所述压力测试装置(13)与所述桥梁(10)的底面接触,所述连接板(14)连接在所述压力测试装置(13)的底面,所述可调节支座(12)的顶部与所述连接板(14)的底面连接,所述可调节支座(12)的底部与所述可伸缩支撑结构(11)的顶部接触,所述可伸缩支撑结构(11)的底部固定。1. A vehicle-bridge coupled vibration test structure, characterized in that it comprises two test sections (1) and two lead sections (2) made according to a preset scale ratio, wherein the two test sections (1) Parallel arrangement, the two ends of one of the connecting sections (2) are respectively butted with one end of the two test sections (1), and the two ends of the other connecting section (2) are respectively connected to the two test sections (1). The other end of the test section (1) is butted; the test section (1) includes a bridge (10), a telescopic support structure (11), an adjustable support (12), a pressure test device (13) and a connecting plate (14), the pressure testing device (13) is in contact with the bottom surface of the bridge (10), the connecting plate (14) is connected to the bottom surface of the pressure testing device (13), and the adjustable support ( The top of 12) is connected with the bottom surface of the connecting plate (14), the bottom of the adjustable support (12) is in contact with the top of the telescopic support structure (11), and the telescopic support structure (11) bottom fixed. 2.根据权利要求1所述的一种车-桥耦合振动测试结构,其特征在于,所述可伸缩支撑结构(11)包括固定管(110)、伸缩管(111)、第一支撑板(112)、第二支撑板(113)和千斤顶(114),所述固定管(110)底部固定,相邻两个所述固定管(110)通过所述第一支撑板(112)连接,所述伸缩管(111)的下端活动设置在所述固定管(110)内,相邻两个所述伸缩管(111)通过所述第二支撑板(113)连接,所述可调节支座(12)的底部与所述第二支撑板(113)的顶部接触,相邻两个所述伸缩管(111)之间设置一个所述千斤顶(114),所述千斤顶(114)的底部固定在所述第一支撑板(112)上,顶部固定在所述第二支撑板(113)上。2 . The vehicle-axle coupled vibration test structure according to claim 1 , wherein the telescopic support structure ( 11 ) comprises a fixed tube ( 110 ), a telescopic tube ( 111 ), a first support plate ( 2 . 3 . 112), a second support plate (113) and a jack (114), the bottom of the fixing pipe (110) is fixed, and two adjacent fixing pipes (110) are connected through the first support plate (112), so The lower end of the telescopic tube (111) is movably arranged in the fixed tube (110), two adjacent telescopic tubes (111) are connected by the second support plate (113), and the adjustable support (110) 12) The bottom is in contact with the top of the second support plate (113), a jack (114) is arranged between two adjacent telescopic tubes (111), and the bottom of the jack (114) is fixed on the On the first support plate (112), the top is fixed on the second support plate (113). 3.根据权利要求2所述的一种车-桥耦合振动测试结构,其特征在于,所述试验段(1)还包括底板(16),所述底板(16)固定,所述可伸缩支撑结构(11)的底部固定在所述底板(16)上。3 . The vehicle-axle coupled vibration test structure according to claim 2 , wherein the test section ( 1 ) further comprises a bottom plate ( 16 ), the bottom plate ( 16 ) is fixed, and the telescopic support The bottom of the structure (11) is fixed on the bottom plate (16). 4.根据权利要求1所述的一种车-桥耦合振动测试结构,其特征在于,所述可调节支座(12)包括螺杆(120)和螺母(121),所述螺杆(120)的底部连接在所述可伸缩支撑结构(11)的顶部,所述螺母(121)螺纹配合在所述螺母(121)上,所述螺母(121)的顶部与所述连接板(14)的底面连接。4. A vehicle-axle coupled vibration test structure according to claim 1, wherein the adjustable support (12) comprises a screw (120) and a nut (121), and the screw (120) has a The bottom is connected to the top of the retractable support structure (11), the nut (121) is threadedly fitted on the nut (121), and the top of the nut (121) is connected to the bottom surface of the connecting plate (14) connect. 5.根据权利要求1所述的一种车-桥耦合振动测试结构,其特征在于,所述压力测试装置(13)与所述连接板(14)之间还设置有缓冲垫(15)。5 . The vehicle-axle coupling vibration test structure according to claim 1 , wherein a buffer pad ( 15 ) is further provided between the pressure test device ( 13 ) and the connecting plate ( 14 ). 6 . 6.根据权利要求1所述的一种车-桥耦合振动测试结构,其特征在于,所述接引段(2)包括接引面板(20)和支撑件(21),所述支撑件(21)的底部固定,所述支撑件(21)的顶部连接在所述接引面板(20)的底部。6. A vehicle-axle coupling vibration test structure according to claim 1, wherein the connecting section (2) comprises a connecting panel (20) and a support (21), and the support ( 21) is fixed at the bottom, and the top of the support (21) is connected to the bottom of the lead panel (20). 7.根据权利要求6所述的一种车-桥耦合振动测试结构,其特征在于,所述桥梁(10)和所述接引面板(20)的两侧设置有防撞限位装置(3)。7. A vehicle-bridge coupled vibration test structure according to claim 6, wherein an anti-collision limiting device (3) is provided on both sides of the bridge (10) and the connecting panel (20). ). 8.根据权利要求6所述的一种车-桥耦合振动测试结构,其特征在于,所述桥梁(10)和所述接引面板(20)上设置有多条车道。8 . The vehicle-bridge coupled vibration test structure according to claim 6 , wherein a plurality of lanes are arranged on the bridge ( 10 ) and the connecting panel ( 20 ). 9 . 9.根据权利要求8所述的一种车-桥耦合振动测试结构,其特征在于,所述桥梁(10)和所述接引面板(20)上撒布有沙子。9 . The vehicle-bridge coupled vibration test structure according to claim 8 , wherein the bridge ( 10 ) and the connection panel ( 20 ) are sprinkled with sand. 10 . 10.根据权利要求1所述的一种车-桥耦合振动测试结构,其特征在于,两个所述试验段(1)的桥梁(10)包括箱梁桥、空心板桥、T梁桥或拱桥的任意组合。10. A vehicle-bridge coupled vibration test structure according to claim 1, wherein the bridges (10) of the two test sections (1) comprise box girder bridges, hollow slab bridges, T-beam bridges or Any combination of arch bridges.
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Citations (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2444285Y (en) * 2000-10-16 2001-08-22 天津大学 Continuous multi-cross-bridge model for experiment and teaching
CN101561979A (en) * 2009-06-05 2009-10-21 北京交通大学 Vehicle-bridge coupling power experimental model device
CN103398834A (en) * 2013-08-16 2013-11-20 中南大学 Wind tunnel testing system for annular rail models, vehicle models and bridge models
CN103643628A (en) * 2013-11-16 2014-03-19 姬志刚 Bridge support with pressure monitoring function
CN103698140A (en) * 2013-12-11 2014-04-02 中南大学 Dynamic simulation test system for ensuring running safety of train on railway bridge under earthquake
CN203616153U (en) * 2013-12-11 2014-05-28 中南大学 Dynamic simulation test system for safe operation of train in earthquake
CN104535288A (en) * 2014-12-19 2015-04-22 西南交通大学 Wind tunnel experiment device for testing bridge aerodynamic parameters under skew wind action
CN104568355A (en) * 2015-02-02 2015-04-29 中南大学 Vehicle-bridge coupling shaking test device with annular rail
CN204666326U (en) * 2015-02-02 2015-09-23 中南大学 There is the vehicle-bridge coupled vibration test unit of circular orbit
CN105421226A (en) * 2016-01-06 2016-03-23 衡水宝力工程橡胶有限公司 Bridge support with function of intelligent real-time height adjustment and adjusting method thereof
CN207227968U (en) * 2017-08-30 2018-04-13 中交一公局海威工程建设有限公司 T beam beams bottom steel plate supertronic device
CN108527637A (en) * 2018-05-21 2018-09-14 五冶集团上海有限公司 A kind of supertronic device and method of Prefabricated bar bottom pre-embedded steel slab
CN208348383U (en) * 2018-05-15 2019-01-08 江苏中欣联科动力有限公司 A kind of novel adjustable diesel engine supporting leg
CN109780384A (en) * 2018-12-28 2019-05-21 中国机械工业集团有限公司 A kind of pressure sensitivity digital minisize leveling damping supporting seat device
CN110082019A (en) * 2019-05-17 2019-08-02 安徽省交通控股集团有限公司 A kind of steel reinforced concrete composite beam bridge panel stress long term monitoring methods
CN110220626A (en) * 2019-05-21 2019-09-10 上海市政工程设计研究总院(集团)有限公司 A kind of I-shaped steel-concrete composite beam support reaction detection method
CN110359507A (en) * 2019-08-12 2019-10-22 河南省第三公路工程有限公司 Authentic scene collision detecting device and application method
CN111174994A (en) * 2020-03-08 2020-05-19 吉林大学 Acceleration and deceleration device and acceleration and deceleration method for axle coupling vibration model test
CN111257143A (en) * 2020-01-22 2020-06-09 黑龙江建筑职业技术学院 Cold region bridge fatigue degree testing device and operation method thereof
CN111855130A (en) * 2020-08-25 2020-10-30 大连理工大学 Large-span continuous steel box girder bridge with large scale aeroelastic model natural wind field vortex vibration test device
CN112082780A (en) * 2019-06-12 2020-12-15 中南大学 Test section device for high-speed train bridge running system under earthquake
CN112304542A (en) * 2020-11-05 2021-02-02 长安大学 Bridge health monitoring test platform easy to adjust and expand
CN113026537A (en) * 2021-04-06 2021-06-25 长安大学 Bridge is with preventing roof beam support that falls
CN214667358U (en) * 2021-04-23 2021-11-09 中铁二院工程集团有限责任公司 Monitoring support with replaceable force measuring element
CN214993039U (en) * 2021-07-16 2021-12-03 江苏建筑职业技术学院 Bridge beam supports adjustment mechanism
CN113804395A (en) * 2021-08-23 2021-12-17 中国水利水电第五工程局有限公司 Testing device for simulating loading conditions of rail train and bridge

Patent Citations (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2444285Y (en) * 2000-10-16 2001-08-22 天津大学 Continuous multi-cross-bridge model for experiment and teaching
CN101561979A (en) * 2009-06-05 2009-10-21 北京交通大学 Vehicle-bridge coupling power experimental model device
CN103398834A (en) * 2013-08-16 2013-11-20 中南大学 Wind tunnel testing system for annular rail models, vehicle models and bridge models
CN103643628A (en) * 2013-11-16 2014-03-19 姬志刚 Bridge support with pressure monitoring function
CN103698140A (en) * 2013-12-11 2014-04-02 中南大学 Dynamic simulation test system for ensuring running safety of train on railway bridge under earthquake
CN203616153U (en) * 2013-12-11 2014-05-28 中南大学 Dynamic simulation test system for safe operation of train in earthquake
CN104535288A (en) * 2014-12-19 2015-04-22 西南交通大学 Wind tunnel experiment device for testing bridge aerodynamic parameters under skew wind action
CN104568355A (en) * 2015-02-02 2015-04-29 中南大学 Vehicle-bridge coupling shaking test device with annular rail
CN204666326U (en) * 2015-02-02 2015-09-23 中南大学 There is the vehicle-bridge coupled vibration test unit of circular orbit
CN105421226A (en) * 2016-01-06 2016-03-23 衡水宝力工程橡胶有限公司 Bridge support with function of intelligent real-time height adjustment and adjusting method thereof
CN207227968U (en) * 2017-08-30 2018-04-13 中交一公局海威工程建设有限公司 T beam beams bottom steel plate supertronic device
CN208348383U (en) * 2018-05-15 2019-01-08 江苏中欣联科动力有限公司 A kind of novel adjustable diesel engine supporting leg
CN108527637A (en) * 2018-05-21 2018-09-14 五冶集团上海有限公司 A kind of supertronic device and method of Prefabricated bar bottom pre-embedded steel slab
CN109780384A (en) * 2018-12-28 2019-05-21 中国机械工业集团有限公司 A kind of pressure sensitivity digital minisize leveling damping supporting seat device
CN110082019A (en) * 2019-05-17 2019-08-02 安徽省交通控股集团有限公司 A kind of steel reinforced concrete composite beam bridge panel stress long term monitoring methods
CN110220626A (en) * 2019-05-21 2019-09-10 上海市政工程设计研究总院(集团)有限公司 A kind of I-shaped steel-concrete composite beam support reaction detection method
CN112082780A (en) * 2019-06-12 2020-12-15 中南大学 Test section device for high-speed train bridge running system under earthquake
CN110359507A (en) * 2019-08-12 2019-10-22 河南省第三公路工程有限公司 Authentic scene collision detecting device and application method
CN111257143A (en) * 2020-01-22 2020-06-09 黑龙江建筑职业技术学院 Cold region bridge fatigue degree testing device and operation method thereof
CN111174994A (en) * 2020-03-08 2020-05-19 吉林大学 Acceleration and deceleration device and acceleration and deceleration method for axle coupling vibration model test
CN111855130A (en) * 2020-08-25 2020-10-30 大连理工大学 Large-span continuous steel box girder bridge with large scale aeroelastic model natural wind field vortex vibration test device
CN112304542A (en) * 2020-11-05 2021-02-02 长安大学 Bridge health monitoring test platform easy to adjust and expand
CN113026537A (en) * 2021-04-06 2021-06-25 长安大学 Bridge is with preventing roof beam support that falls
CN214667358U (en) * 2021-04-23 2021-11-09 中铁二院工程集团有限责任公司 Monitoring support with replaceable force measuring element
CN214993039U (en) * 2021-07-16 2021-12-03 江苏建筑职业技术学院 Bridge beam supports adjustment mechanism
CN113804395A (en) * 2021-08-23 2021-12-17 中国水利水电第五工程局有限公司 Testing device for simulating loading conditions of rail train and bridge

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
谢青;韩万水;刘修平;陈笑;刘焕举;: "基于模型修正的实体车-桥耦合分析系统建立及验证" *
邓露;段林利;何维;冀伟;: "中国公路车-桥耦合振动车辆模型研究" *

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Application publication date: 20220415