CN205655977U - Free displacement interference effect test device of riser crowd - Google Patents
Free displacement interference effect test device of riser crowd Download PDFInfo
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- CN205655977U CN205655977U CN201620266691.4U CN201620266691U CN205655977U CN 205655977 U CN205655977 U CN 205655977U CN 201620266691 U CN201620266691 U CN 201620266691U CN 205655977 U CN205655977 U CN 205655977U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 238000012360 testing method Methods 0.000 claims abstract description 14
- 230000000694 effects Effects 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
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- 238000004088 simulation Methods 0.000 description 1
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- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Abstract
本实用新型属于海洋立管振动测试领域,涉及一种能够在风—浪—流联合水槽内进行立管群自由变距干涉效应试验的装置。该装置包括钢结构支架、上部滑动槽道、下部滑动槽道及斜拉杆,钢结构支架由角钢焊接,在靠近水槽边壁两侧焊接多道斜支撑,并在固定立管一侧及支架底部预留螺栓孔。上部滑动槽道与支架通过高强螺栓连接,并在顶部设置四道斜拉杆,下部滑动槽道通过预埋高强螺栓分别和支架及水槽底部连接;上部滑动槽道和下部滑动槽道采用对称布置,相同设计,由沿水槽宽度方向2根及沿水槽长度方向5根滑动槽道组成,立管支座分别安装于5根沿水槽长度方向滑动槽道上,槽道搭接位置及支座与槽道搭接位置分别采用螺栓固定。本实用新型能够通过调节槽道搭接位置处的螺栓,变化立管之间的并列间距,通过调节支座与槽道搭接位置处的螺栓,变化立管之间的前后间距,达到立管群在水槽内自由变距的目的,进而展开不同间距的立管群试验。
The utility model belongs to the field of marine riser vibration testing, and relates to a device capable of performing a free-variable-distance interference effect test of riser groups in a combined wind-wave-current water tank. The device includes a steel structure bracket, an upper sliding channel, a lower sliding channel and a diagonal stay. The steel structure bracket is welded by angle steel, and multiple diagonal supports are welded on both sides near the side wall of the tank, and are fixed on the side of the standpipe and the bottom of the bracket. Reserve bolt holes. The upper sliding channel is connected to the bracket by high-strength bolts, and four diagonal stay rods are set on the top, and the lower sliding channel is respectively connected to the bracket and the bottom of the tank through pre-embedded high-strength bolts; the upper sliding channel and the lower sliding channel are arranged symmetrically, The same design, consisting of 2 sliding channels along the width direction of the tank and 5 sliding channels along the length direction of the tank. The standpipe supports are respectively installed on the 5 sliding channels along the length direction of the tank. The overlapping positions are respectively fixed with bolts. The utility model can change the side-by-side spacing between the standpipes by adjusting the bolts at the overlapping positions of the channels, and change the front and rear spacing between the standpipes by adjusting the bolts at the overlapping positions of the support and the channels, so as to achieve The group can freely change the distance in the tank, and then carry out the test of the riser group with different spacing.
Description
技术领域 technical field
本实用新型属于海洋立管振动测试领域,具体涉及一种能够在风—浪—流联合水槽内进行立管群自由变距干涉效应试验的装置。 The utility model belongs to the field of marine riser vibration testing, in particular to a device capable of performing a free-variable-distance interference effect test of riser groups in a combined wind-wave-current water tank.
背景技术 Background technique
海洋立管用于连接海上平台和海底井口,是深海油气资源开发必须的传输管道,如输送油气的立管,平台上的钻探、采油、注水立管等。深水立管在服役期间,一个平台上往往有多根立管以不同的排列布置形成立管群进行工作,在有外部流场通过时,立管群的漩涡脱落模式会产生很大变化,同时立管会受到其他立管尾流的影响,产生“干涉效应”。由于干涉效应的存在,使得立管的涡激振动规律同单根立管相比发生很大变化,这都将加剧立管的疲劳破坏,成为立管在服役期间一个重要的安全影响因素,而立管一旦发生破坏,将造成巨大的经济损失并引发严重的海洋污染和不可恢复的生态灾难。 Offshore risers are used to connect offshore platforms and subsea wellheads, and are necessary transmission pipelines for the development of deep-sea oil and gas resources, such as risers for oil and gas transportation, risers for drilling, oil production, and water injection on platforms, etc. During the service period of deepwater risers, there are often multiple risers arranged in different arrangements on a platform to form a riser group to work. When an external flow field passes through, the vortex shedding mode of the riser group will change greatly. Tubes are affected by the wake of other risers, creating an "interference effect". Due to the existence of the interference effect, the vortex-induced vibration law of the standpipe is greatly changed compared with that of a single standpipe, which will aggravate the fatigue damage of the standpipe and become an important safety factor during the service period of the standpipe. Once damaged, it will cause huge economic losses and lead to serious marine pollution and irreversible ecological disasters.
对于立管的干涉效应,目前主要采用模型试验和数值模拟的方法,而模型试验是探寻干涉效应机理的最佳手段,但是目前针对立管的干涉试验,主要集中在双管并肩或前后排列等单向性研究,没有考虑到立管群的动力响应规律。 For the interference effect of the standpipe, the method of model test and numerical simulation is mainly used at present, and the model test is the best means to explore the mechanism of the interference effect, but the current interference test for the standpipe mainly focuses on double pipes side by side or arranged in front and back. The unidirectional study does not take into account the dynamic response law of the riser group.
实用新型内容 Utility model content
本实用新型的目的是针对立管群的干涉效应试验,设计一种能够在风—浪—流联合水槽内进行立管群自由变距干涉效应试验装置,实现多管不同间距及排列方式的干涉效应试验。 The purpose of this utility model is to design a device for the interference effect test of the standpipe group in the wind-wave-flow combined water tank, which can realize the interference effect of the standpipe group with different distances and arrangements. effect test.
为实现上述目的,本实用新型采用的技术方案是:该装置包括钢结构支架、上部滑动槽道、下部滑动槽道及斜拉杆,钢结构支架由角钢焊接,在靠近水槽边壁两侧焊接多道斜支撑,并在固定立管一侧及支架底部预留螺栓孔,上部滑动槽道与支架通过高强螺栓连接,并在顶部设置四道斜拉杆,下部滑动槽道通过预埋高强螺栓分别和支架及水槽底部连接,上部滑动槽道和下部滑动槽道采用对称布置,相同设计,由沿水槽宽度方向2根及沿水槽长度方向5根滑动槽道组成,立管支座分别安装于5根沿水槽长度方向滑动槽道上,槽道搭接位置及支座与槽道搭接位置分别采用螺栓固定。安装后的立管群沿水槽长度及宽度方向可自由滑动,变化间距。 In order to achieve the above purpose, the technical solution adopted by the utility model is: the device includes a steel structure bracket, an upper sliding channel, a lower sliding channel and a diagonal tie rod. The side of the fixed riser and the bottom of the bracket are reserved for bolt holes. The upper sliding channel and the bracket are connected by high-strength bolts, and four diagonal stay rods are arranged on the top. The lower sliding channel is respectively connected with the The bracket is connected to the bottom of the tank, the upper sliding channel and the lower sliding channel are arranged symmetrically, with the same design, consisting of 2 sliding channels along the width direction of the tank and 5 sliding channels along the length direction of the tank, and the standpipe supports are respectively installed on 5 On the sliding channel along the length direction of the water tank, the overlapping position of the channel and the overlapping position of the support and the channel are respectively fixed by bolts. After installation, the standpipe group can slide freely along the length and width of the tank, and the spacing can be changed.
附图说明 Description of drawings
图1是本实用新型的整体结构示意图。 Fig. 1 is a schematic diagram of the overall structure of the utility model.
其中1—钢结构支架,2—上部滑动槽道,3—下部滑动槽道,4—斜拉杆,5—立管,6—铰接支座。 Among them, 1—steel structure support, 2—upper sliding channel, 3—lower sliding channel, 4—diagonal tie rod, 5—standpipe, 6—hinged support.
具体实施方式 detailed description
如图1所示,立管群自由变距干涉效应试验装置,包括钢结构支架1、上部滑动槽道2、下部滑动槽道3及斜拉杆4;钢结构支架1由角钢焊接,在靠近水槽边壁两侧焊接多道斜支撑,并在固定立管5一侧及钢结构支架1底部预留螺栓孔。上部滑动槽道2与钢结构支架1通过高强螺栓连接,并在顶部设置四道斜拉杆4,下部滑动槽道2通过预埋高强螺栓分别和钢结构支架1及水槽底部连接,上部滑动槽道2和下部滑动槽道3采用对称布置,相同设计,分别由沿水槽宽度方向两根及沿水槽长度方向五根滑动槽道组成,铰接支座6分别安装在五根沿水槽长度方向滑动杆件上,槽道搭接位置与钢结构支架1以及铰接支座6与槽道搭接位置分别采用高强螺栓固定。 As shown in Figure 1, the test device for the free variable distance interference effect of the standpipe group includes a steel structure support 1, an upper sliding channel 2, a lower sliding channel 3 and a diagonal rod 4; the steel structure support 1 is welded by angle steel Multiple oblique supports are welded on both sides of the side wall, and bolt holes are reserved on one side of the fixed standpipe 5 and the bottom of the steel structure support 1. The upper sliding channel 2 is connected to the steel structure support 1 through high-strength bolts, and four diagonal stay rods 4 are arranged on the top. The lower sliding channel 2 is respectively connected to the steel structure support 1 and the bottom of the tank through embedded high-strength bolts. The upper sliding channel 2 and the lower sliding channel 3 are arranged symmetrically and have the same design. They are composed of two sliding channels along the width direction of the water tank and five sliding channels along the length direction of the water tank. Above, the overlapping position of the channel and the steel structure support 1 and the overlapping position of the hinged support 6 and the channel are respectively fixed with high-strength bolts.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107560811A (en) * | 2017-08-16 | 2018-01-09 | 中国海洋石油总公司 | A kind of double standpipe vortex-induced vibration research experiment vertical tube fixing devices |
CN111721487A (en) * | 2019-03-20 | 2020-09-29 | 山东科技大学 | A Vortex-Induced Vibration Test Device for Riser Groups with Variable Angle and Spacing Based on Coupling Interference Effect |
CN113405770A (en) * | 2021-06-24 | 2021-09-17 | 中国石油大学(华东) | Drilling fluid circulation coupled composite material drill string vibration test device without marine riser |
CN115824617A (en) * | 2023-02-14 | 2023-03-21 | 中国石油大学(华东) | Deep sea riserless string system dynamic response test device, method and application |
-
2016
- 2016-04-01 CN CN201620266691.4U patent/CN205655977U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107560811A (en) * | 2017-08-16 | 2018-01-09 | 中国海洋石油总公司 | A kind of double standpipe vortex-induced vibration research experiment vertical tube fixing devices |
CN111721487A (en) * | 2019-03-20 | 2020-09-29 | 山东科技大学 | A Vortex-Induced Vibration Test Device for Riser Groups with Variable Angle and Spacing Based on Coupling Interference Effect |
CN111721487B (en) * | 2019-03-20 | 2024-05-17 | 山东科技大学 | Riser group vortex-induced vibration test device with variable angle and interval based on coupling interference effect |
CN113405770A (en) * | 2021-06-24 | 2021-09-17 | 中国石油大学(华东) | Drilling fluid circulation coupled composite material drill string vibration test device without marine riser |
CN115824617A (en) * | 2023-02-14 | 2023-03-21 | 中国石油大学(华东) | Deep sea riserless string system dynamic response test device, method and application |
CN115824617B (en) * | 2023-02-14 | 2023-08-08 | 中国石油大学(华东) | Deep sea riserless string system dynamic response test device, method and application |
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Granted publication date: 20161019 Termination date: 20170401 |