CN108489699B - A Submarine Pipeline Falling Object Impact Simulation Test System - Google Patents
A Submarine Pipeline Falling Object Impact Simulation Test System Download PDFInfo
- Publication number
- CN108489699B CN108489699B CN201810338825.2A CN201810338825A CN108489699B CN 108489699 B CN108489699 B CN 108489699B CN 201810338825 A CN201810338825 A CN 201810338825A CN 108489699 B CN108489699 B CN 108489699B
- Authority
- CN
- China
- Prior art keywords
- test
- fixed
- tower
- junk
- hanger rope
- 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
- 238000012360 testing method Methods 0.000 title claims abstract description 83
- 238000004088 simulation Methods 0.000 title claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 230000008859 change Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 239000000725 suspension Substances 0.000 description 43
- 238000000034 method Methods 0.000 description 12
- 230000008569 process Effects 0.000 description 10
- 238000009863 impact test Methods 0.000 description 7
- 238000011161 development Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 239000011324 bead Substances 0.000 description 5
- 238000011160 research Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M7/00—Vibration-testing of structures; Shock-testing of structures
- G01M7/08—Shock-testing
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Description
所属技术领域Technical field
本发明属于海洋油气工程开发、运营、维护的技术领域,涉及一种海底管道落物撞击模拟试验系统。The invention belongs to the technical field of development, operation and maintenance of offshore oil and gas projects, and relates to a simulation test system for the impact of falling objects on submarine pipelines.
背景技术Background technique
二十一世纪是海洋的世纪,无论对于中国还是世界都是一个重要命题。海洋是新世纪人类赖以发展的新的重要的资源空间,加快进行海洋开发已经成为各个海洋国家的共识。以石油天然气为代表的产传统海洋资源,其开发技术日臻完善并不断深入拓展,可燃冰、海底矿藏等新型海洋资源也愈发引起工程开发者的重视。在海洋资源开发技术中,海底管道发挥着不可替代的作用,为保证经济效益和工程开发的持续进行提供了基础性条件。The 21st century is the century of the ocean, and it is an important proposition both for China and the world. The ocean is a new and important resource space on which human beings rely for development in the new century. Accelerating the development of the ocean has become the consensus of all marine countries. Traditional marine resources represented by oil and natural gas have been continuously improved and expanded in development technology, and new marine resources such as combustible ice and seabed mineral deposits have also attracted more and more attention from engineering developers. In marine resources development technology, submarine pipelines play an irreplaceable role, providing basic conditions for ensuring economic benefits and continuous engineering development.
然而,复杂的海洋环境,频繁的人类活动,使得日益庞大的海底管道系统随时面临着安全运行的风险和挑战。一旦发生管道结构损伤或破裂泄漏事故,很有可能会引发难以估量的环境污染、经济损失以及巨大的社会不良影响。根据以往发生管道损伤事故统计资料,坠落物撞击已经成为重要的风险源之一,并且在现有制度和技术水平上很难根除。因此,海底管道在坠落物撞击作用下的结构损伤变形规律具有重要的研究价值和实际工程意义。However, the complex marine environment and frequent human activities make the increasingly large submarine pipeline system face the risks and challenges of safe operation at any time. Once the pipeline structure is damaged or ruptured and leaked, it is likely to cause incalculable environmental pollution, economic losses and huge social adverse effects. According to the statistical data of pipeline damage accidents in the past, the impact of falling objects has become one of the important risk sources, and it is difficult to eradicate with the existing system and technical level. Therefore, the structural damage and deformation laws of submarine pipelines under the impact of falling objects have important research value and practical engineering significance.
对海底管道进行落物撞击实验是探索管道损伤规律的最直接、最可靠的研究手段,尤其是针对工程中实际使用的全尺寸管道。随着对管道损伤研究的需求不断增加,国内逐渐开展了落物撞击管道实验模拟研究。但是,很多试验系统只研究了准静态作用、缩尺比管件,或者存在撞击姿态控制不准、管道支撑形式单一、撞击接触形状类型有限等问题,使得试验研究工作始终具有一定的局限性。The falling object impact test on submarine pipelines is the most direct and reliable research method to explore the damage rules of pipelines, especially for full-scale pipelines actually used in engineering. As the demand for pipeline damage research continues to increase, experimental simulation research on falling objects hitting pipelines has been gradually carried out in China. However, many test systems only study quasi-static effects, scale ratio pipes, or there are problems such as inaccurate control of impact attitude, single support form of pipes, and limited types of impact contact shapes, which make the experimental research work always have certain limitations.
发明内容Contents of the invention
针对上述问题,本发明的目的是提供一种海底管道落物撞击模拟试验系统,能够在多种管道支撑条件下,如刚性平面支撑、刚性悬跨、土壤掩埋条件,对落物撞击全比尺海底管道进行模拟试验,并可以对海底管道在不同撞击质量、下落高度(撞击速度)、撞击姿态、接触形状的情况下进行落物撞击试验。该试验系统结构形式简单,容易加工、安装及拆除,建造成本较低,状态控制性能良好,可重复使用,有效降低试验的难度和成本。为实现上述目的,本发明采取以下技术方案:In view of the above problems, the object of the present invention is to provide a submarine pipeline falling object impact simulation test system, which can fully measure the impact of falling objects under various pipeline support conditions, such as rigid plane support, rigid suspension span, and soil burial conditions. The submarine pipeline can be simulated and tested, and the falling object impact test can be carried out on the submarine pipeline under the conditions of different impact masses, falling heights (impact speeds), impact attitudes, and contact shapes. The test system is simple in structure, easy to process, install and dismantle, low in construction cost, good in state control performance, reusable, and effectively reduces the difficulty and cost of the test. To achieve the above object, the present invention takes the following technical solutions:
一种海底管道落物撞击模拟试验系统,包括一个可移动式撞击试验塔,一套试验管道支A submarine pipeline falling object impact simulation test system includes a movable impact test tower, a set of test pipeline support
撑基础,一套落物组及其吊升释放机构,其特征在于,The support foundation, a set of falling objects and its lifting release mechanism, is characterized in that,
可移动的撞击试验塔,包括钢制塔架和支撑塔架的四个塔轮,四个塔轮横跨在两根试验塔导轨上;A movable impact test tower, including a steel tower and four tower wheels supporting the tower, the four tower wheels straddle the two test tower guide rails;
试验管道支撑基础,包括刚性支撑基础、悬跨支撑基础和土壤支撑基础三种,刚性支撑基础和悬跨支撑基础布置在基础钢板上,刚性支撑基础包括两组固定卡块,一根试验管道横卧在基础钢板上,两端各有一组固定卡块进行水平限位;所述悬跨支撑基础包括两组上固定压块、下固定压块和环形卡箍,试验管道的两端各通过一组上固定压块和下固定压块压紧限位,环形卡箍用以防止试验管道与上固定压块和下固定压块脱离;对于土壤支撑,试验管道埋设在土壤基础中,按照不同的试验需求埋设不同的深度;The test pipeline support foundation includes three types: rigid support foundation, suspension support foundation and soil support foundation. The rigid support foundation and suspension support foundation are arranged on the foundation steel plate. Lying on the foundation steel plate, there is a set of fixed clamps at both ends for horizontal limit; the suspension support foundation includes two sets of upper fixed clamps, lower fixed clamps and ring hoops, and each end of the test pipe passes through a Set the upper fixed block and the lower fixed block to tighten the limit, and the ring clamp is used to prevent the test pipeline from detaching from the upper fixed block and the lower fixed block; for soil support, the test pipe is buried in the soil foundation, according to different The test needs to be buried at different depths;
吊升释放机构包括导向机构、吊缆、吊缆释放锁扣、两个定滑轮和起吊卷轴,所述的导向机构包括导向横梁、导向环和导向杆,导向横梁由导向环向两侧延伸,连接导向杆,所述导向环悬挂于悬吊块并可绕其旋转至不同角度,悬吊块固定于试验塔顶部,下部连接有第一定滑轮;在试验塔顶部角落设置有滑轮组块,包括固定于试验塔连接块及其下部的第二定滑轮;吊缆分别通过两个定滑轮连接到落物组和起吊卷轴;起吊卷轴包括普通挡板、齿轮挡板、转轴、固定框、旋转手柄和卡条,转轴悬跨在固定框两端,通过旋转手柄带动转轴;普通挡板和齿轮挡板固定于转轴,吊缆一端栓接在转轴上,随转轴转动收紧或放松吊缆;卡条一端铰接于试验塔,另一端能够在摇动旋转手柄时随时卡在齿轮挡板上,固定吊缆当前位置;吊缆的释放锁扣设置在吊缆预定长度处,吊缆分别连接在上吊环和下吊环上,螺钉分别穿过上吊环和下吊环上由螺母紧固,通过设置多个释放锁扣,改变锁扣释放位置,控制落物组下落高度;The lifting release mechanism includes a guide mechanism, a suspension cable, a suspension cable release lock, two fixed pulleys and a lifting reel. The guide mechanism includes a guide beam, a guide ring and a guide rod. The guide beam extends from the guide ring to both sides. Connect the guide rod, the guide ring is suspended on the suspension block and can rotate around it to different angles, the suspension block is fixed on the top of the test tower, and the first fixed pulley is connected to the lower part; a pulley block is arranged at the corner of the top of the test tower, including Fixed on the connection block of the test tower and the second fixed pulley at its lower part; the suspension cable is respectively connected to the falling object group and the lifting reel through two fixed pulleys; the lifting reel includes ordinary baffles, gear baffles, rotating shafts, fixed frames, and rotating handles And clips, the rotating shaft is suspended across the two ends of the fixed frame, and the rotating shaft is driven by the rotating handle; the ordinary baffle and the gear baffle are fixed on the rotating shaft, and one end of the suspension cable is bolted to the rotating shaft, and the suspension cable is tightened or loosened with the rotation of the rotating shaft; One end of the bar is hinged to the test tower, and the other end can be stuck on the gear baffle at any time when the rotating handle is shaken to fix the current position of the suspension cable; the release lock of the suspension cable is set at the predetermined length of the suspension cable, and the suspension cables are respectively connected to the upper rings On the upper and lower rings, the screws pass through the upper ring and the lower ring respectively and are fastened by nuts. By setting multiple release locks, the release position of the locks can be changed to control the falling height of the falling object group;
落物组由吊缆提供吊升力,吊缆系缚于悬吊扣,焊接于固定压条上;固定压条、多层配重板以及带孔导向板由固定螺柱和固定螺母紧固于落物触头上形成落物组;The lifting force of the falling object group is provided by the suspension cable, which is tied to the suspension buckle and welded to the fixed bead; the fixed bead, multi-layer counterweight plate and guide plate with holes are fastened to the falling object contact by fixed studs and fixed nuts Form a falling object group;
导向杆穿过带孔导向板的孔对落物组进行水平面内的限位,以控制落物组撞击试验管道时的姿态。The guide rod passes through the hole of the guide plate with holes to limit the falling object group in the horizontal plane, so as to control the attitude of the falling object group when it hits the test pipeline.
优选地,所述落物触头从一组具有不同形状的落物触头中选取,形成平面接触、线接触、球面接触或尖点接触形状。Preferably, the falling object contact is selected from a group of falling object contacts having different shapes, forming a plane contact, line contact, spherical contact or sharp point contact shape.
本发明提供了一种有效而经济地实现海底管道落物撞击过程模拟的试验系统,相比现有的技术具有以下优点:The present invention provides a test system for effectively and economically realizing the simulation of the impact process of submarine pipeline falling objects, and has the following advantages compared with the existing technology:
(1)对于全比尺海底管道落物撞击试验,本试验系统能够有效模拟和控制不同管道基础条件下的支撑情况,包括刚性基础支撑、悬跨支撑以及不同深度的土壤支撑和覆盖情况,通过移动试验塔,实现对工程现实中的不同工况进行试验。通过试验塔塔轮限位卡板,可以有效控制试验塔在预定轨道上安全稳定移动。(1) For the full-scale subsea pipeline falling object impact test, the test system can effectively simulate and control the support conditions of different pipeline foundation conditions, including rigid foundation support, suspension span support, and soil support and coverage at different depths. The mobile test tower realizes the test of different working conditions in the engineering reality. The test tower can effectively control the safe and stable movement of the test tower on the predetermined track through the limit clamping plate of the tower wheel of the test tower.
(2)能够进行多种接触形状的落物撞击过程,包括平面接触、线接触、球面接触、尖点接触等,并通过落物下落导向杆有效控制落物在水平面内的撞击角度,实现水平面内不同撞击方向的撞击模拟试验。(2) It is possible to carry out the impact process of falling objects in various contact shapes, including plane contact, line contact, spherical contact, sharp point contact, etc., and effectively control the impact angle of falling objects in the horizontal plane through the falling object falling guide rod, so as to realize the horizontal plane Impact simulation tests in different impact directions.
(3)试验系统简便可靠,仅需人工进行机械操作,无需电力驱动。落物提升与释放机构简单、便捷、省力,操作过程只需在试验塔底部完成,无需登高操作,提高了试验过程的准确性和安全性。(3) The test system is simple and reliable, and only requires manual mechanical operation without electric drive. The falling object lifting and releasing mechanism is simple, convenient and labor-saving, and the operation process only needs to be completed at the bottom of the test tower without climbing operation, which improves the accuracy and safety of the test process.
附图说明Description of drawings
图1是全比尺海底管道落物撞击模拟实验系统主体结构轴测图;Figure 1 is an axonometric view of the main structure of the full-scale submarine pipeline falling object impact simulation experiment system;
图2是本发明中管道支撑基础结构示意图;Fig. 2 is a schematic diagram of the pipeline support infrastructure in the present invention;
图3是本发明中试验塔塔轮结构示意图;Fig. 3 is a schematic diagram of the test tower wheel structure in the present invention;
图4是本发明中导向杆与吊升结构示意图;Fig. 4 is a schematic diagram of guide rod and hoisting structure in the present invention;
图5是本发明中释放锁扣结构示意图。Fig. 5 is a schematic diagram of the structure of the release lock in the present invention.
图6是本发明中起吊卷轴结构示意图。Fig. 6 is a schematic diagram of the structure of the lifting reel in the present invention.
图7是本发明中落物组结构示意图;Fig. 7 is a schematic diagram of the structure of the falling object group in the present invention;
图中标号说明:Explanation of symbols in the figure:
1:基础钢板;10:试验管道;11:试验塔导轨;12:上固定压块;13:土壤基础;14:下固定压块;15:环形卡箍;16:固定柱;17固定卡块;1: foundation steel plate; 10: test pipe; 11: test tower guide rail; 12: upper fixed block; 13: soil foundation; 14: lower fixed block; 15: ring clamp; 16: fixed column; 17 fixed block ;
2:试验塔塔轮;21:定向板;22:轮辐;23:轮缘;24:轮轴;2: test tower wheel; 21: directional plate; 22: spoke; 23: rim; 24: axle;
3:试验塔;3: Test tower;
4:导向杆;41:导向环;42:导向横梁;4: guide rod; 41: guide ring; 42: guide beam;
5:吊缆;51:上吊环;52:螺钉;53:下吊环;54:螺母;5: Hanging cable; 51: Upper ring; 52: Screw; 53: Lower ring; 54: Nut;
6:悬吊块;6: suspension block;
7:滑轮组块;71:定滑轮;72:连接块;7: pulley block; 71: fixed pulley; 72: connecting block;
8:起吊卷轴;81:固定框;82:转轴;83:普通挡板;84:齿轮挡板;85:卡条;86:旋转手柄;8: Lifting reel; 81: Fixed frame; 82: Rotating shaft; 83: Ordinary baffle; 84: Gear baffle; 85: Clip bar; 86: Rotary handle;
9:落物组;91:导向板;92:固定螺柱;93:固定螺母;94:固定压条;95:悬吊扣;96:配重板;97:落物触头。9: falling object group; 91: guide plate; 92: fixing stud; 93: fixing nut; 94: fixing bead; 95: suspension buckle; 96: weight plate; 97: falling object contact.
具体实施方式Detailed ways
下面结合附图和实施例对本发明进行详细的描述。The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.
如图1所示,本发明全比尺海底管道落物撞击模拟试验系统,具体包括一个可移动式撞击试验塔,一套试验管道支撑基础,一套落物及其吊升释放机构。As shown in Figure 1, the full-scale subsea pipeline falling objects impact simulation test system of the present invention specifically includes a movable impact test tower, a set of test pipeline support foundations, a set of falling objects and its lifting release mechanism.
该系统由三部分组成:一部分为可移动的撞击试验塔3,如图1所示,包括上部钢制塔架结构和下部四个试验塔塔轮2。试验塔塔轮2承担起整个塔架的重量并横跨在两根试验塔导轨11上,可在人为推动下沿着导轨进行移动以改变试验塔3的位置到不同的管道支撑场地。所述试验塔塔轮2由两侧的定向板21、轮辐22、钢制轮缘23以及轮轴24组成,其中所述定向板21将塔轮卡在试验塔导轨11两边,以固定塔轮的移动方向。The system consists of three parts: one part is a movable impact test tower 3, as shown in Figure 1, including the upper steel tower structure and the lower four test tower tower wheels 2. The test tower tower wheel 2 bears the weight of the entire tower and straddles the two test tower guide rails 11, and can be moved along the guide rails under artificial promotion to change the position of the test tower 3 to different pipeline support sites. The tower wheel 2 of the test tower is made up of directional plates 21, spokes 22, steel rims 23 and wheel axles 24 on both sides, wherein the directional plate 21 clamps the tower wheels on both sides of the test tower guide rail 11 to fix the tower wheels direction of movement.
第二部分为试验管道支撑基础,包括刚性支撑基础,悬跨支撑基础和土壤支撑基础,如图2所示。刚性支撑基础由基础钢板1,试验管道10和四个独立的固定卡块17组成,试验管道10横卧在基础钢板1上,由四个固定卡块17进行水平限位,所述固定卡块17可由橡胶、木块等摩擦性较大材料制作。所述悬跨支撑基础中,试验管道10由上固定压块12和下固定压块14压紧限位,环形卡箍15卡住上下固定压块边上的固定柱16,防止管道与固定压块脱离。所述上固定压块12和下固定压块14为钢制材料。对于土壤支撑,试验管道10埋设在土壤基础13中,按照不同的试验需求埋设不同的深度。The second part is the test pipeline support foundation, including rigid support foundation, suspension support foundation and soil support foundation, as shown in Figure 2. The rigid support foundation is composed of a base steel plate 1, a test pipe 10 and four independent fixed blocks 17. The test pipe 10 lies on the base steel plate 1, and is horizontally limited by four fixed blocks 17. The fixed blocks 17 can be made by frictional bigger materials such as rubber, wooden blocks. In the suspension support foundation, the test pipeline 10 is pressed and limited by the upper fixed briquetting block 12 and the lower fixed briquetting block 14, and the ring clamp 15 clamps the fixed column 16 on the upper and lower fixed briquetting blocks to prevent the pipeline from colliding with the fixed briquetting block. The block breaks away. The upper fixed briquetting block 12 and the lower fixed briquetting block 14 are made of steel. For soil support, the test pipeline 10 is buried in the soil foundation 13, and buried at different depths according to different test requirements.
第三部分为落物及吊升释放机构。如图7所示,落物组9由吊缆5提供吊升力,吊缆5系缚于悬吊扣95,焊接于固定压条94上。固定压条94、多层配重板96以及带孔导向板由固定螺柱92和固定螺母93紧固于落物触头97上形成落物组9,其中所述落物触头可以有不同形状,可以形成平面接触、线接触、球面接触、尖点接触等不同接触形状。导向杆4穿过导向板91的孔对落物组9进行水平面内的限位,以控制落物组9撞击试验管道10时的姿态。导向杆及吊升结构如图4所示,导向横梁42由导向环41向两侧延伸,连接导向杆4,所述导向环41悬挂于悬吊块6并可绕其旋转至不同角度。悬吊块固定于试验塔3顶部,下部连接有定滑轮71。在试验塔3顶部角落设置有另一滑轮组块7,包括固定于试验塔3连接块72及其下部定滑轮71。吊缆5分别通过两个定滑轮71连接到落物组9和起吊卷轴8。起吊转轴8如图6所示,转轴82悬跨在固定框81两端,可通过旋转手柄86带动转轴82。普通挡板83和齿轮挡板84固定于转轴82,吊缆5一端栓接在转轴82上,随转轴82转动收紧或放松吊缆5。卡条85一端铰接于试验塔3,另一端可在摇动旋转手柄86时随时卡在齿轮挡板84上,固定吊缆当前位置。吊缆5释放锁扣如图5所示,设置在吊缆5预定长度处。吊缆5分别连接在上吊环51和下吊环53上,螺钉52分别穿过两个吊环,由螺母54紧固。通过设置多个释放锁扣,改变锁扣释放位置,可以有效控制落物组9下落高度。The third part is the falling object and lifting release mechanism. As shown in FIG. 7 , the lifting force of the falling object group 9 is provided by the suspension cable 5 , and the suspension cable 5 is tied to the suspension buckle 95 and welded to the fixed bead 94 . The fixed bead 94, the multi-layer weight plate 96 and the guide plate with holes are fastened on the falling object contact 97 by the fixing stud 92 and the fixing nut 93 to form the falling object group 9, wherein the falling object contact can have different shapes , can form different contact shapes such as planar contact, line contact, spherical contact, and cusp contact. The guide rod 4 passes through the hole of the guide plate 91 to limit the falling object group 9 in the horizontal plane, so as to control the attitude of the falling object group 9 when it hits the test pipe 10 . The guide rod and hoisting structure are shown in Figure 4. The guide beam 42 extends to both sides from the guide ring 41 and connects the guide rod 4. The guide ring 41 is suspended from the suspension block 6 and can rotate around it to different angles. The suspension block is fixed on the top of the test tower 3, and the lower part is connected with a fixed pulley 71. Another pulley assembly block 7 is provided at the top corner of the test tower 3, including a connecting block 72 fixed to the test tower 3 and a lower fixed pulley 71 thereof. The suspension cable 5 is connected to the falling object group 9 and the hoisting reel 8 through two fixed pulleys 71 respectively. Lifting shaft 8 is shown in FIG. 6 , shaft 82 is suspended across the two ends of fixed frame 81 , and shaft 82 can be driven by rotating handle 86 . The ordinary baffle 83 and the gear baffle 84 are fixed on the rotating shaft 82, and one end of the suspension cable 5 is bolted on the rotating shaft 82, and the suspension cable 5 is tightened or loosened as the rotation shaft 82 rotates. One end of the clip bar 85 is hinged to the test tower 3, and the other end can be stuck on the gear baffle plate 84 at any time when the rotary handle 86 is shaken to fix the current position of the suspension cable. The release lock of the suspension cable 5 is set at a predetermined length of the suspension cable 5 as shown in FIG. 5 . Suspension cable 5 is connected on the upper suspension ring 51 and the lower suspension ring 53 respectively, and screw 52 passes through two suspension rings respectively, is fastened by nut 54. By arranging multiple release locks and changing the release position of the locks, the falling height of the falling object group 9 can be effectively controlled.
下面结合附图说明全比尺海底管道落物撞击模拟试验系统的实施过程:The following describes the implementation process of the full-scale submarine pipeline falling object impact simulation test system in conjunction with the accompanying drawings:
(1)将试验管道10放置于预定的试验基础上,通过不同的限位附件进行固定,如图2所示。移动试验塔3至目标试验管道10上方。拼装落物组9,按照需要选择不同形状的落物触头97,添加不同数量的配重板96,旋紧固定螺柱92和固定螺母93,将导向杆4插入导向板91的孔内。检查吊缆5上的释放锁扣,保证其处于紧固状态。拴结吊缆5一端至悬吊扣95,另一端固定于起吊卷轴8。适当摇动旋转手柄86,使吊缆5能够稍稍提起落物组9。微调试验塔3的位置,将落物触头97置于试验管道10正上方,通过旋转调整导向杆4和落物组9至预定的偏转角度。(1) Place the test pipeline 10 on a predetermined test basis and fix it with different limit accessories, as shown in FIG. 2 . Move the test tower 3 to the target test pipeline 10 above. Assemble the falling object group 9, select different shapes of falling object contacts 97 as required, add different numbers of counterweight plates 96, tighten the fixing studs 92 and fixing nuts 93, and insert the guide rod 4 in the hole of the guide plate 91. Check the release lock on the suspension cable 5 to ensure that it is in a tight state. Tie down one end of the suspension cable 5 to the suspension buckle 95, and the other end is fixed on the lifting reel 8. Appropriately shake the rotating handle 86 so that the suspension cable 5 can slightly lift the falling object group 9 . Fine-tune the position of the test tower 3, place the falling object contact 97 directly above the test pipe 10, and adjust the guide rod 4 and the falling object group 9 to a predetermined deflection angle by rotating.
(2)待上述过程完成后,摇动旋转手柄86卷起吊缆5,将落物组9提升至预定高度,过程中导向杆不发生水平面转动。吊缆5中相应位置的释放锁扣下落至起吊卷轴8上方,停止摇动旋转手柄86,用卡条85卡住齿轮挡板84,保持系统处于静止状态。(2) After the above-mentioned process is completed, shake the rotating handle 86 to roll up the suspension cable 5, and lift the falling object group 9 to a predetermined height, and the guide rod does not rotate horizontally during the process. The release catch of the corresponding position in the suspension cable 5 falls to the top of the lifting reel 8, stops shaking the rotary handle 86, blocks the gear baffle plate 84 with the clip bar 85, and keeps the system in a static state.
(3)待上述过程完成后,松开释放锁扣中螺钉52和螺母54的连接,从吊环扣中拉出螺钉52使上吊环与下吊环分开,吊物组9在重力作用下发生自由落体运动,沿着预定的水平角度撞击试验塔3下面的试验管道10,完成了本次落物撞击过程。(3) After the above process is completed, loosen the connection between the screw 52 and the nut 54 in the release lock, pull out the screw 52 from the ring buckle to separate the upper ring from the lower ring, and the hanging object group 9 falls freely under the action of gravity movement, impacting the test pipeline 10 below the test tower 3 along a predetermined horizontal angle, completing the falling object impact process.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810338825.2A CN108489699B (en) | 2018-04-16 | 2018-04-16 | A Submarine Pipeline Falling Object Impact Simulation Test System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810338825.2A CN108489699B (en) | 2018-04-16 | 2018-04-16 | A Submarine Pipeline Falling Object Impact Simulation Test System |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108489699A CN108489699A (en) | 2018-09-04 |
| CN108489699B true CN108489699B (en) | 2019-09-03 |
Family
ID=63314565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810338825.2A Active CN108489699B (en) | 2018-04-16 | 2018-04-16 | A Submarine Pipeline Falling Object Impact Simulation Test System |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108489699B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111735597B (en) * | 2020-05-20 | 2022-02-25 | 上海交通大学 | A drop interactive test bench suitable for seismic safety inspection of nuclear power equipment |
| CN112113848A (en) * | 2020-09-08 | 2020-12-22 | 天津大学 | A device for applying initial flaws in submarine pipelines |
| CN113532270B (en) * | 2021-05-31 | 2022-07-08 | 天津博迈科海洋工程有限公司 | Attitude detection method for FPSO flare tower installation process |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002148168A (en) * | 2000-11-14 | 2002-05-22 | Mitsubishi Plastics Ind Ltd | Impact testing machine |
| GB2447668B (en) * | 2007-03-20 | 2012-02-08 | Verderg Ltd | Method and apparatus for pipe testing |
| CN105136591A (en) * | 2015-07-20 | 2015-12-09 | 天津大学 | Object falling simulation test device |
| CN105588698B (en) * | 2016-01-07 | 2017-10-20 | 中国石油大学(北京) | Submarine pipeline simulating impact pilot system |
| CN105975775A (en) * | 2016-05-05 | 2016-09-28 | 哈尔滨工程大学 | Method for assessing submarine pipeline risk under impact effect of fallen objects |
| CN206362648U (en) * | 2017-01-17 | 2017-07-28 | 肖伟 | Pipeline shock resistance test machine |
| CN206648799U (en) * | 2017-03-17 | 2017-11-17 | 中国海洋大学 | The magnetic-type pendant object location control device of submarine pipeline damage test |
| CN208171554U (en) * | 2018-04-16 | 2018-11-30 | 天津大学 | A kind of submarine pipeline junk shock simulation experiment system |
-
2018
- 2018-04-16 CN CN201810338825.2A patent/CN108489699B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN108489699A (en) | 2018-09-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108680326B (en) | A simulation test method for the impact of falling objects on submarine pipelines | |
| CN108489699B (en) | A Submarine Pipeline Falling Object Impact Simulation Test System | |
| CN103575527B (en) | A kind of shield duct piece testing machine | |
| CN208171554U (en) | A kind of submarine pipeline junk shock simulation experiment system | |
| CN102561788B (en) | Guide track series for helicopter assemblage power transmission line iron tower | |
| CN201902703U (en) | Suspension protective device for underground pipeline | |
| CN204630719U (en) | The mechanical characteristics test unit of suspended span pipeline | |
| CN103630358A (en) | Reliability test bench of two-body six-dimensional vibration drive train assembly for high-speed motor train unit | |
| CN201757714U (en) | Ground anchor type static load testing device | |
| CN106950027A (en) | The device of horizontal impact experiment can be carried out | |
| CN102587288A (en) | Method for lifting steel box girder segments of cable-stayed bridge | |
| CN103603774B (en) | A kind of wind-powered electricity generation is from hoisting system | |
| CN205077878U (en) | Unit type curtain plate hoisting device | |
| CN103616178B (en) | EMU swing type power train assembly reliability test bench | |
| CN207263227U (en) | A kind of bridge cable hanging apparatus safety monitoring system | |
| CN207347033U (en) | A kind of small-sized hanging apparatus of civil engineering | |
| CN204666364U (en) | Bullet train electric power closed loop suspension type gear case reliability test bench | |
| CN101942835B (en) | Heavy-load composite function anchoring device for scaffold | |
| CN104865070A (en) | Test bench for reliability of U-shaped desk-type transmission system of gear box of motor train unit | |
| CN204666366U (en) | The U-shaped desk-top kinematic train reliability test bench of motor train unit gear case | |
| CN103485342A (en) | Multi-angle pile clasping device and multi-functional test bed of hydraulic pile hammer | |
| CN106985129A (en) | A hydraulic man-carrying device for regular inspection inside a spherical tank | |
| CN219098530U (en) | Vertical hoisting auxiliary device for limited space pipeline of underground sewage plant | |
| CN113465964B (en) | Swinging test device for offshore high-rise tower | |
| CN102288541B (en) | Clamping device for cable water damping test system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |