CN104458174B - Uniform flow measures elongated standpipe dynamic response device outside a kind of face - Google Patents
Uniform flow measures elongated standpipe dynamic response device outside a kind of face Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于海洋工程领域,具体地涉及一种面外均匀流下测量细长立管动力响应,同时监测涡激振动(VIV)的实验装置。The invention belongs to the field of marine engineering, and in particular relates to an experimental device for measuring the dynamic response of a slender standpipe under an out-of-plane uniform flow and simultaneously monitoring vortex-induced vibration (VIV).
背景技术Background technique
在风浪流的作用下,海洋浮式结构物将带动悬链线立管在水中作周期性往复运动,从而在立管运动方向上产生相对振荡来流,这种振荡来流将激励立管悬垂段发生“间歇性”的涡激振动。近几年来,随着深海石油系统的开发,工程上开始大量采用悬链式立管。深水环境中的立管可视为细长柔性结构,此时小变形理论不再适用,这使得立管的涡激振动问题更加突出,因此对于细长柔性立管顶部平台作用下的整体涡激振动响应特性的分析是其能否应用于工程实践的关键所在。Under the action of wind, wave and current, the marine floating structure will drive the catenary riser to make periodic reciprocating motions in the water, thereby generating a relative oscillating flow in the direction of riser movement, and this oscillating flow will encourage the standpipe to hang "Intermittent" vortex-induced vibration occurs in the section. In recent years, with the development of deep-sea petroleum systems, catenary risers have been widely used in engineering. The riser in the deep water environment can be regarded as a slender and flexible structure. At this time, the theory of small deformation is no longer applicable, which makes the problem of vortex-induced vibration of the riser more prominent. The analysis of vibration response characteristics is the key to whether it can be applied to engineering practice.
以往预报细长海洋结构物的涡激振动危害最常用的方法是数值计算SHEAR7、VIVA、VIVANA,这种通过理论公式来预测荷载和响应的方法至今仍具有很大的不确定性。目前为止,对柔性管涡激振动现象的研究最重要的方法之一就是模型试验方法。模型试验中观察到的现象更接近于自然界的真实情况。通过对现有技术的检索,立管模型试验一般在拖曳海洋工程深水池中进行,有的在环形水槽中进行,有的用拖船拖动立管进行涡激振动的测试。发表于“Applied Ocean Research(2013)”43刊中的论文“Exper iments with astee l catenary riser model in a towing tank”(拖曳水池中的细长柔性立管模型实验),在拖曳水池中通过运行与立管相连接的车厢来模拟立管周围的稳定流场,在立管上安装微型加速度测量仪监测立管的状态。分析此种测试技术,发现其不足点在于:1、考虑到拖曳水池的深度,一般只能模拟小尺度管件的涡激振动,难以有效地进行实雷诺数下的涡激振动测试 2、不易于布置立管周围的水下监控设备,在进行缓波型立管模型测试时不能调节立管的形状 3、不能进行一定流速下的强迫振荡实验 4、在实验中安装立管过程较复杂 5、不能有效模拟海洋平台的运动。In the past, the most commonly used methods for predicting vortex-induced vibration hazards of slender marine structures were numerical calculations of SHEAR7, VIVA, and VIVANA. This method of predicting loads and responses through theoretical formulas still has great uncertainty. So far, one of the most important methods for studying the vortex-induced vibration phenomenon of flexible pipes is the model test method. The phenomenon observed in the model test is closer to the real situation in nature. Through the search of the prior art, the riser model test is generally carried out in the deep water tank of the towed marine engineering, some are carried out in the annular tank, and some are tested by the tugboat to drag the riser for vortex induced vibration. The paper "Experiments with aste l catenary riser model in a towing tank" published in the 43rd issue of "Applied Ocean Research (2013)" (experiment of the slender flexible riser model in the towing tank), in the towing tank by running and The compartment connected with the riser is used to simulate the stable flow field around the riser, and a micro-accelerometer is installed on the riser to monitor the state of the riser. Analyzing this test technology, it is found that its disadvantages are: 1. Considering the depth of the towing pool, it is generally only possible to simulate the vortex-induced vibration of small-scale pipe fittings, and it is difficult to effectively test the vortex-induced vibration at the real Reynolds number. 2. It is not easy The underwater monitoring equipment around the standpipe is arranged, and the shape of the standpipe cannot be adjusted during the slow-wave riser model test. 3. The forced oscillation experiment at a certain flow rate cannot be carried out. 4. The process of installing the standpipe in the experiment is more complicated. 5. It cannot effectively simulate the motion of the ocean platform.
发明内容Contents of the invention
本发明要解决的技术问题是提供一种面外均匀流下测量细长立管动力响应测试装置,旨在分析旨在分析细长柔性立管在90度水平均匀流作用下的整体涡激振动响应特性。The technical problem to be solved by the present invention is to provide a test device for measuring the dynamic response of a slender riser under uniform out-of-plane flow. characteristic.
为解决上述技术问题,本发明的实施例提供一种均匀流下测量细长立管动力响应测试装置,包括深海立管模块、顶部边界模块、底部边界模块、固定模块、顶部滑动模块、底部滑动模块和测量分析控制模块,所述深海立管模块两端分别与顶部边界模块和底部边界模块相连接,所述固定模块与顶部边界模块和顶部滑动模块相连接,所述深海立管模块分别与固定模块,顶部滑动模块和底部滑动模块成90度夹角,所述顶部滑动模块还连接有拖车底部固定端,且顶部滑动模块所处平面与拖车运动方向平行,所述测量分析控制模块分别与深海立管模块、顶部边界模块、底部边界模块、固定模块、顶部滑动模块、底部滑动模块相连接,所述底部滑动模块与所述底部边界模块相连接,所述深海立管模块包括深海立管模型和光纤传感器,所述光纤传感器设置在所述深海立管模型上,所述深海立管模型的顶端和顶部边界模块相连接,所述深海立管模型的底部和底部边界模块相连接,且所述立管模型所在平面与底部固定轨道所在平面成90夹角,所述的顶部边界模块包括顶部夹具外缘,螺丝,顶部夹具底板,第一垫板,第一万向节固定板,第一万向节转动装置,第二万向节固定板,第一三分力仪固定板,第一三分力仪,第一调整组件,第一楔块,所述顶部夹具外缘通过螺丝和深海立管模型相连接,两者所在平面成90度夹角,所述顶部夹具底板与所述顶部夹具外缘固接,所述顶部夹具底板与通过螺丝与所述第一垫板相连,所述第一万向节固定板与第一垫板和第一万向节转动装置相连接,所述第一万向节转动装置与第一万向节固定板和第二万向节固定板固接,所述第二万向节固定板和三分力仪固定板一侧连接,所述三分力仪固定板的另一侧和三分力仪连接,所述三分力仪的末端与第一调整组件相连接,所述第一调整组件的另一侧固接在第一楔块上,所述的底部边界模块包括底部夹具外缘,螺丝Ⅰ,底部夹具底板,第二垫板,第三万向节固定板,第二万向节转动装置,第四万向节固定板,第二三分力仪固定板,第二三分力仪和底部固定板,所述底部夹具外缘通过螺丝Ⅰ与所述深海立管模型相连接,两者所在平面成90度夹角,所述底部夹具底板与所述底部夹具外缘固接,所述底部夹具底板与第二垫板固接,所述第三万向节固定板与第二垫板和第二万向节转动装置相连接,所述第二万向节转动装置与第三万向节固定板和第四万向节固定板固接,所述第四万向节固定板和第二三分力仪固定板一侧连接,所述三分力仪固定板的另一侧和三分力仪连接,所述三分力仪的末端与底部固定板相连接,所述固定模块包括整流罩,垂直固定板和垂直固定块,所述的顶部滑动模块包括第一动力组件,第一法兰装置,第一滑块,第一导链,第一滑动轨道和第一支撑架,所述的垂直固定板安装在第一滑块上,所述垂直固定板上滑动安装有垂直固定块,两侧分别安装有整流罩,所述垂直固定块与第一楔块相固接,所述第一动力组件通过第一法兰装置与第一滑动轨道相连接,所述第一动力组件的旋转轴通过第一导链连接至第一滑块上,所述第一滑块滑动支撑在第一滑动轨道上,并且与垂直固定板相连接,所述底部滑动模块包括小假底面板,面板补板,面板连接块,第二动力组件,第二法兰装置,第二滑块,第二导链,第二滑动轨道和第二支撑架,所述小假底面板的底端连接在底部固定板上,所述面板连接块焊接在小假底面板的正下方,并与两块面板补板相连接,所述面板补板焊接在第二滑块上,所述第二动力组件通过第二法兰装置与第二滑动轨道相连接,所述第二动力组件的旋转轴通过第二导链连接至第二滑块上,所述第二滑块滑动支撑在第二滑动轨道上,且第二滑动轨道与小假底面板成90度夹角。In order to solve the above technical problems, an embodiment of the present invention provides a dynamic response test device for measuring slender risers with uniform flow down, including a deep-sea riser module, a top boundary module, a bottom boundary module, a fixed module, a top sliding module, and a bottom sliding module and a measurement analysis control module, the two ends of the deep-sea riser module are respectively connected with the top boundary module and the bottom boundary module, the fixed module is connected with the top boundary module and the top sliding module, and the deep-sea riser module is connected with the fixed module, the top sliding module and the bottom sliding module form an included angle of 90 degrees, the top sliding module is also connected to the fixed end of the bottom of the trailer, and the plane where the top sliding module is located is parallel to the direction of movement of the trailer, and the measurement analysis control module is respectively connected to the deep sea The riser module, the top boundary module, the bottom boundary module, the fixed module, the top sliding module, and the bottom sliding module are connected, the bottom sliding module is connected with the bottom boundary module, and the deep sea riser module includes a deep sea riser model and an optical fiber sensor, the optical fiber sensor is arranged on the deep-sea riser model, the top of the deep-sea riser model is connected with the top boundary module, the bottom of the deep-sea riser model is connected with the bottom boundary module, and the The plane where the riser model is located and the plane where the bottom fixed rail is located form an angle of 90°, and the top boundary module includes the outer edge of the top clamp, screws, the bottom plate of the top clamp, the first backing plate, the first universal joint fixing plate, the first Universal joint turning device, second universal joint fixing plate, first three-component force fixing plate, first three-component force measuring device, first adjustment assembly, first wedge, the outer edge of the top clamp through screws and deep sea The riser models are connected, and the planes where the two are located form an angle of 90 degrees. The bottom plate of the top fixture is fixedly connected to the outer edge of the top fixture, and the bottom plate of the top fixture is connected to the first backing plate through screws. The first universal joint fixing plate is connected with the first backing plate and the first universal joint rotating device, and the first universal joint rotating device is fixedly connected with the first universal joint fixing plate and the second universal joint fixing plate , the second universal joint fixed plate is connected to one side of the three-component force instrument fixed plate, the other side of the three-component force instrument fixed plate is connected to the three-component force instrument, and the end of the three-component force instrument is connected to the third force instrument An adjustment component is connected, and the other side of the first adjustment component is fixed on the first wedge, and the bottom boundary module includes the outer edge of the bottom clamp, screw I, the bottom plate of the bottom clamp, the second backing plate, the second Three universal joint fixing plates, the second universal joint rotating device, the fourth universal joint fixing plate, the second three-component force meter fixing plate, the second three-component force meter and the bottom fixing plate, the outer edge of the bottom clamp is passed The screw I is connected with the deep-sea riser model, and the two planes form an angle of 90 degrees, the bottom clamp bottom plate is fixedly connected to the outer edge of the bottom clamp, and the bottom clamp bottom plate is fixedly connected to the second backing plate, The third universal joint fixing plate is connected with the second backing plate and the second universal joint rotating device, and the second universal joint rotating device is connected with the third universal joint fixing plate and the fourth universal joint fixing plate fixed connection, the fourth universal joint fixed plate is connected to one side of the second three-component force instrument fixed plate, the other side of the three-component force instrument fixed plate is connected to the three-component force instrument, and the three-component force instrument is connected to the other side of the three-component force instrument. The end of the dynamometer is connected to the bottom fixing plate, the fixing module includes a fairing, a vertical fixing plate and a vertical fixing block, the top sliding module includes a first power assembly, a first flange device, a first slider, The first guide chain, the first sliding track and the first support frame, the vertical fixing plate is installed on the first slider, the vertical fixing block is slidably installed on the vertical fixing plate, and fairings are respectively installed on both sides, The vertical fixed block is fixedly connected to the first wedge, the first power assembly is connected to the first sliding track through the first flange device, and the rotation shaft of the first power assembly is connected to the On the first sliding block, the first sliding block is slidably supported on the first sliding track, and is connected with the vertical fixing plate, and the bottom sliding module includes a small false bottom panel, a panel patch panel, a panel connecting block, and a second The power assembly, the second flange device, the second slider, the second guide chain, the second sliding track and the second support frame, the bottom end of the small false bottom panel is connected to the bottom fixing plate, and the panel connecting block It is welded directly under the small false bottom panel and connected with two panel repair plates, the panel repair plates are welded on the second slider, and the second power assembly is connected to the second sliding track through the second flange device connected, the rotating shaft of the second power assembly is connected to the second slider through the second guide chain, the second slider is slidably supported on the second sliding track, and the second sliding track is connected to the small false bottom panel Into a 90-degree angle.
作为优选,所述底部固定板焊接在所述小假底面板上Preferably, the bottom fixing plate is welded on the small false bottom panel
作为优选,所述第一楔块的侧面固定在所述垂直固定块上。Preferably, the side of the first wedge is fixed on the vertical fixing block.
作为优选,所述测量分析控制模块包括数据采集处理器、运动控制器和显示器,所述数据采集处理器的输入端与所述顶部边界模块中的三分力仪和底部边界模块中的单分力仪,以及光纤传感器相连接,其输出端与显示器相连接;运动控制器包括运动控制输出窗口和图像显示端口,运动控制输出窗口与所述顶部滑动模块的第一动力组件,底部滑动模块的第二动力组件相连接,图像显示端口与显示器相连接。As preferably, the measurement analysis control module includes a data acquisition processor, a motion controller and a display, and the input end of the data acquisition processor is connected to the three-component force meter in the top boundary module and the single-pointer in the bottom boundary module. The force meter and the fiber optic sensor are connected, and its output end is connected with the display; the motion controller includes a motion control output window and an image display port, the motion control output window is connected with the first power assembly of the top sliding module, and the bottom sliding module The second power assembly is connected, and the image display port is connected with the monitor.
本发明的上述技术方案的有益效果如下:The beneficial effects of above-mentioned technical scheme of the present invention are as follows:
1、本发明可以实现立管在90度均匀来流作用下的涡激振动测试;1. The present invention can realize the vortex-induced vibration test of the standpipe under the action of 90-degree uniform incoming flow;
2、本发明可以充分利用海洋工程深水池的升降底增加大型关键安装的安全系数;2. The present invention can make full use of the lifting bottom of deep water pools in marine engineering to increase the safety factor of large-scale key installations;
3、本发明可以充分利用海洋工程深水池的深度模拟大型管件的实雷诺数涡激振动;3. The present invention can make full use of the depth of deep pools in marine engineering to simulate the real Reynolds number vortex-induced vibration of large pipe fittings;
4、本发明可以充分利用海洋工程深水池的宽度在大型管件周边布置实时监控设备,根据不同需要对模型的形状进行调整;4. The present invention can make full use of the width of deep pools in marine engineering to arrange real-time monitoring equipment around large pipes, and adjust the shape of the model according to different needs;
5、本发明采用模块化设计,优点在于便于安装,便于升级与更改,并满足不同的功能要求。5. The present invention adopts a modular design, which has the advantages of being easy to install, easy to upgrade and change, and to meet different functional requirements.
附图说明Description of drawings
图1是本发明提供的实验装置的结构示意图。Fig. 1 is a schematic structural view of the experimental device provided by the present invention.
图2是本发明提供的实验装置的顶部结构图。Fig. 2 is a top structural view of the experimental device provided by the present invention.
图3是本发明提供的实验装置的底部结构图。Fig. 3 is a bottom structural view of the experimental device provided by the present invention.
图4是本发明提供的深海立管模块的结构示意图。Fig. 4 is a schematic structural view of the deep-sea riser module provided by the present invention.
图5是本发明提供的顶部边界模块的结构示意图。Fig. 5 is a schematic structural diagram of the top border module provided by the present invention.
图6是本发明提供的底部边界模块的结构示意图。Fig. 6 is a schematic structural diagram of the bottom boundary module provided by the present invention.
图7是本发明提供的固定模块的侧视图。Fig. 7 is a side view of the fixing module provided by the present invention.
图8是本发明提供的顶部滑动模块的结构示意图。Fig. 8 is a schematic structural view of the top sliding module provided by the present invention.
图9是本发明提供的顶部滑动模块的侧视图。Fig. 9 is a side view of the top sliding module provided by the present invention.
图10是本发明提供的底部滑动模块的结构示意图。Fig. 10 is a schematic structural view of the bottom sliding module provided by the present invention.
图11是本发明提供的底部滑动模块的局部示意图。Fig. 11 is a partial schematic diagram of the bottom sliding module provided by the present invention.
图12是本发明提供的90度布置结构示意图。Fig. 12 is a schematic diagram of a 90-degree arrangement structure provided by the present invention.
具体实施方式detailed description
为使本发明要解决的技术问题、技术方案和优点更加清楚,下面将结合附图及具体实施例进行详细描述。In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following will describe in detail with reference to the drawings and specific embodiments.
如图1-12所示,本发明实施例提供了一种面外均匀流下测量细长立管动力响应测试装置,包括深海立管模块1、顶部边界模块2、底部边界模块3、固定模块4、顶部滑动模块5、底部滑动模块6和测量分析控制模块7,所述深海立管模块1两端分别与顶部边界模块2和底部边界模块3相连接,所述固定模块4与顶部边界模块2和顶部滑动模块5相连接,所述深海立管模块1分别与固定模块4,顶部滑动模块5和底部滑动模块6成90度夹角,所述顶部滑动模块5还连接有拖车底部固定端,且顶部滑动模块5所处平面与拖车运动方向平行,所述测量分析控制模块7分别与深海立管模块1、顶部边界模块2、底部边界模块3、固定模块4、顶部滑动模块5、底部滑动模块6相连接,所述底部滑动模块6与所述底部边界模块3相连接,所述深海立管模块1包括深海立管模型9,光纤传感器8,所述光纤传感器8设置在所述深海立管模型9上,所述深海立管模型9的顶端和顶部边界模块2相连接,所述深海立管模型9的底部和底部边界模块3相连接,且所述立管模型所在平面与底部固定轨道所在平面成90夹角,所述的顶部边界模块2包括顶部夹具外缘10,螺丝11,顶部夹具底板12,第一垫板13,第一万向节固定板14,第一万向节转动装置15,第二万向节固定板16,第一三分力仪固定板17,第一三分力仪18,第一调整组件19,第一楔块20,所述顶部夹具外缘10通过螺丝11和深海立管模型9相连接,两者所在平面成90度夹角,所述顶部夹具底板12与所述顶部夹具外缘11固接,所述顶部夹具底板12与通过螺丝11与所述第一垫板13相连,所述第一万向节固定板14与第一垫板13和第一万向节转动装置15相连接,所述第一万向节转动装置15与第一万向节固定板14和第二万向节固定板16固接,所述第二万向节固定板16和三分力仪固定板17一侧连接,所述三分力仪固定板17的另一侧和三分力仪18连接,所述三分力仪18的末端与第一调整组件19相连接,所述第一调整组件19的另一侧固接在第一楔块20上,所述的底部边界模块3包括底部夹具外缘21,螺丝Ⅰ22,底部夹具底板23,第二垫板24,第三万向节固定板25,第二万向节转动装置26,第四万向节固定板27,第二三分力仪固定板28,第二三分力仪29和底部固定板30,所述底部夹具外缘21通过螺丝Ⅰ22与所述深海立管模型9相连接,两者所在平面成90度夹角,所述底部夹具底板23与所述底部夹具外缘21固接,所述底部夹具底板23与第二垫板24固接,所述第三万向节固定板25与第二垫板24和第二万向节转动装置26相连接,所述第二万向节转动装置26与第三万向节固定板25和第四万向节固定板27固接,所述第四万向节固定板27和第二三分力仪固定板28一侧连接,所述三分力仪固定板28的另一侧和三分力仪29连接,所述三分力仪29的末端与底部固定板30相连接,所述固定模块4包括整流罩31,垂直固定板32和垂直固定块33,所述的顶部滑动模块5包括第一动力组件34,第一法兰装置35,第一滑块36,第一导链37,第一滑动轨道38和第一支撑架39,所述的垂直固定板32安装在第一滑块36上,所述垂直固定板32上滑动安装有垂直固定块33,两侧分别安装有整流罩31,所述垂直固定块33与第一楔块20相固接,所述第一动力组件34通过第一法兰装置35与第一滑动轨道38相连接,所述第一动力组件34的旋转轴通过第一导链37连接至第一滑块36上,所述第一滑块36滑动支撑在第一滑动轨道38上,并且与垂直固定板32相连接,所述底部滑动模块6包括小假底面板40,面板补板41,面板连接块42,第二动力组件43,第二法兰装置44,第二滑块45,第二导链46,第二滑动轨道47和第二支撑架48,所述小假底面板40的底端连接在底部固定板30上,所述面板连接块42焊接在小假底面板40的正下方,并与两块面板补板41相连接,所述面板补板41焊接在第二滑块45上,所述第二动力组件43通过第二法兰装置44与第二滑动轨道47相连接,所述第二动力组件43的旋转轴通过第二导链46连接至第二滑块45上,所述第二滑块45滑动支撑在第二滑动轨道47上,且第二滑动轨道47与小假底面板40成90度夹角。As shown in Figures 1-12, the embodiment of the present invention provides a test device for measuring the dynamic response of a slender riser with uniform out-of-plane flow, including a deep-sea riser module 1, a top boundary module 2, a bottom boundary module 3, and a fixed module 4 , a top sliding module 5, a bottom sliding module 6 and a measurement analysis control module 7, the two ends of the deep-sea riser module 1 are respectively connected with the top boundary module 2 and the bottom boundary module 3, and the fixed module 4 is connected with the top boundary module 2 Connected with the top sliding module 5, the deep-sea riser module 1 forms an angle of 90 degrees with the fixed module 4, the top sliding module 5 and the bottom sliding module 6 respectively, and the top sliding module 5 is also connected to the fixed end of the bottom of the trailer, And the plane where the top sliding module 5 is located is parallel to the moving direction of the trailer. The modules 6 are connected, the bottom sliding module 6 is connected with the bottom boundary module 3, the deep-sea riser module 1 includes a deep-sea riser model 9, an optical fiber sensor 8, and the optical fiber sensor 8 is arranged on the deep-sea riser. On the pipe model 9, the top of the deep-sea riser model 9 is connected to the top boundary module 2, the bottom of the deep-sea riser model 9 is connected to the bottom boundary module 3, and the plane where the riser model is located is fixed to the bottom The plane where the track is located forms an included angle of 90°. The top boundary module 2 includes the outer edge of the top clamp 10, screws 11, bottom plate 12 of the top clamp, the first backing plate 13, the first universal joint fixing plate 14, and the first universal joint Rotating device 15, second universal joint fixing plate 16, first three-component force meter fixing plate 17, first three-component force meter 18, first adjustment assembly 19, first wedge 20, outer edge of the top clamp 10 The screw 11 is connected with the deep-sea riser model 9, and the two planes form an angle of 90 degrees. The top clamp bottom plate 12 is affixed to the top clamp outer edge 11, and the top clamp bottom plate 12 is connected with the screw 11. The first backing plate 13 is connected, and the first universal joint fixing plate 14 is connected with the first backing plate 13 and the first universal joint rotating device 15, and the first universal joint rotating device 15 is connected with the first universal joint rotating device 15. The universal joint fixing plate 14 is affixed to the second universal joint fixing plate 16, and one side of the second universal joint fixing plate 16 and the three-component force meter fixing plate 17 are connected, and the three-component force meter fixing plate 17 The other side is connected to the three-component force meter 18, the end of the three-component force meter 18 is connected to the first adjustment assembly 19, and the other side of the first adjustment assembly 19 is fixed on the first wedge 20, The bottom boundary module 3 includes a bottom clamp outer edge 21, a screw I 22, a bottom clamp bottom plate 23, a second backing plate 24, a third universal joint fixing plate 25, a second universal joint rotating device 26, and a fourth universal joint joint fixing plate 27, the second three-component force meter fixing plate 28, the second three-component force meter 29 and the bottom fixing plate 30, the outer edge 21 of the bottom clamp is connected with the deep-sea riser model 9 through screws I22, and the two The plane where the person is located forms an included angle of 90 degrees, and the bottom fixture bottom plate 23 and the bottom fixture The outer edge 21 is affixed, the bottom clamp bottom plate 23 is affixed to the second backing plate 24, and the third universal joint fixing plate 25 is connected to the second backing plate 24 and the second universal joint rotating device 26, so The second universal joint rotating device 26 is fixedly connected with the third universal joint fixing plate 25 and the fourth universal joint fixing plate 27, and the fourth universal joint fixing plate 27 and the second three-component force meter fixing plate 28 One side is connected, the other side of the three-component force meter fixing plate 28 is connected with the three-component force meter 29, and the end of the three-component force meter 29 is connected with the bottom fixing plate 30, and the fixed module 4 includes a fairing 31, a vertical fixing plate 32 and a vertical fixing block 33, the top sliding module 5 includes a first power assembly 34, a first flange device 35, a first slider 36, a first guide chain 37, and a first sliding track 38 and the first support frame 39, the vertical fixing plate 32 is installed on the first slider 36, the vertical fixing block 33 is slidably installed on the vertical fixing plate 32, and the fairing 31 is respectively installed on both sides, and the vertical The fixed block 33 is affixed to the first wedge 20, the first power assembly 34 is connected to the first sliding track 38 through the first flange device 35, and the rotation shaft of the first power assembly 34 passes through the first guide The chain 37 is connected to the first sliding block 36, the first sliding block 36 is slidably supported on the first sliding track 38, and connected to the vertical fixing plate 32, and the bottom sliding module 6 includes a small false bottom panel 40, Panel patch 41, panel connection block 42, second power assembly 43, second flange device 44, second slider 45, second guide chain 46, second slide track 47 and second support frame 48, the small The bottom end of the false bottom panel 40 is connected to the bottom fixing plate 30, and the panel connection block 42 is welded directly below the small false bottom panel 40, and is connected with two panel repair boards 41, and the panel repair boards 41 are welded On the second slider 45, the second power assembly 43 is connected to the second sliding track 47 through the second flange device 44, and the rotation shaft of the second power assembly 43 is connected to the first sliding track 47 through the second guide chain 46. On the second sliding block 45 , the second sliding block 45 is slidably supported on the second sliding track 47 , and the second sliding track 47 forms an angle of 90 degrees with the small false bottom panel 40 .
所述底部固定板30焊接在所述小假底面板40上The bottom fixing plate 30 is welded on the small false bottom panel 40
所述第一楔块20的侧面固定在所述垂直固定块33上。The side of the first wedge 20 is fixed on the vertical fixing block 33 .
所述测量分析控制模块7包括数据采集处理器、运动控制器和显示器,所述数据采集处理器的输入端与所述顶部边界模块中的三分力仪和底部边界模块中的单分力仪,以及光纤传感器相连接,其输出端与显示器相连接;运动控制器包括运动控制输出窗口和图像显示端口,运动控制输出窗口与所述顶部滑动模块的第一动力组件,底部滑动模块的第二动力组件相连接,图像显示端口与显示器相连接。The measurement analysis control module 7 includes a data acquisition processor, a motion controller and a display, and the input of the data acquisition processor is connected to the three-component force meter in the top boundary module and the single-component force meter in the bottom boundary module , and the fiber optic sensor is connected, and its output is connected with the display; the motion controller includes a motion control output window and an image display port, the motion control output window is connected with the first power assembly of the top sliding module, and the second of the bottom sliding module The power components are connected, and the image display port is connected with the monitor.
本装置具体实施的工作原理:试验时将光纤传感器四向均匀布置在深海立管模块上,并在立管上套上热缩管(必要时可以加浮力块),立管的两端分别连接在顶部边界模块和底部边界模块上,它们分别与固定模块,顶部滑动模块和底部滑动模块相连接,试验时,依靠假底的升降和拖车的移动,使得立管模型到达指定的位置,呈现指定的形态,立管在给定的面外来流下运动,立管的运动由高速摄像机记录,应变由光纤传感器测量,并将数据传给电脑进行后处理。The specific implementation working principle of this device: During the test, the optical fiber sensor is evenly arranged on the deep-sea riser module in four directions, and the heat shrinkable tube is put on the riser (buoyancy blocks can be added if necessary), and the two ends of the riser are respectively connected. On the top boundary module and the bottom boundary module, they are respectively connected with the fixed module, the top sliding module and the bottom sliding module. During the test, relying on the lifting of the false bottom and the movement of the trailer, the riser model reaches the specified position and presents the specified The shape of the standpipe flows down a given surface, the movement of the riser is recorded by a high-speed camera, the strain is measured by an optical fiber sensor, and the data is sent to a computer for post-processing.
以上所述是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明所述原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above description is a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, these improvements and modifications It should also be regarded as the protection scope of the present invention.
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999005389A1 (en) * | 1997-07-23 | 1999-02-04 | Cuming Corporation | A floating system for a marine riser |
WO2000035744A1 (en) * | 1998-12-16 | 2000-06-22 | High Seas Engineering, Llc | Vibration and drag reduction system for fluid-submersed hulls |
CN102323025A (en) * | 2011-05-31 | 2012-01-18 | 上海交通大学 | Vortex-induced vibration simulation test device for pre-tensioned deep-sea riser model under even flow |
CN102323030A (en) * | 2011-08-15 | 2012-01-18 | 上海交通大学 | Deep-sea riser segmented model vertical flow forced vibration experimental device under action of uniform flow |
CN102359857A (en) * | 2011-08-15 | 2012-02-22 | 上海交通大学 | Deep sea standpipe segment model bidirectional forcing vibration experimental apparatus under effect of oblique uniform flow |
CN102410918A (en) * | 2011-08-02 | 2012-04-11 | 上海交通大学 | Vortex-induced vibration simulation test device for deep sea riser model with movable top end under uniform flow |
-
2014
- 2014-11-28 CN CN201410714234.2A patent/CN104458174B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999005389A1 (en) * | 1997-07-23 | 1999-02-04 | Cuming Corporation | A floating system for a marine riser |
WO2000035744A1 (en) * | 1998-12-16 | 2000-06-22 | High Seas Engineering, Llc | Vibration and drag reduction system for fluid-submersed hulls |
CN102323025A (en) * | 2011-05-31 | 2012-01-18 | 上海交通大学 | Vortex-induced vibration simulation test device for pre-tensioned deep-sea riser model under even flow |
CN102410918A (en) * | 2011-08-02 | 2012-04-11 | 上海交通大学 | Vortex-induced vibration simulation test device for deep sea riser model with movable top end under uniform flow |
CN102323030A (en) * | 2011-08-15 | 2012-01-18 | 上海交通大学 | Deep-sea riser segmented model vertical flow forced vibration experimental device under action of uniform flow |
CN102359857A (en) * | 2011-08-15 | 2012-02-22 | 上海交通大学 | Deep sea standpipe segment model bidirectional forcing vibration experimental apparatus under effect of oblique uniform flow |
Non-Patent Citations (2)
Title |
---|
Calculation of the vibration of an Elastically Mounted Cylinder Using Experimental Data From Forced Oscillation;T.Staubli;《Journal of Fluids Engineering》;19830630;第105卷;第225-229页 * |
参数激励下深海力管动力特性研究;杨和振 等;《振动与冲击》;20090925;第28卷(第9期);第65-69、78页 * |
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