CN106338438B - A test device for ultimate bearing capacity of pipe string slips - Google Patents

A test device for ultimate bearing capacity of pipe string slips Download PDF

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CN106338438B
CN106338438B CN201610859700.5A CN201610859700A CN106338438B CN 106338438 B CN106338438 B CN 106338438B CN 201610859700 A CN201610859700 A CN 201610859700A CN 106338438 B CN106338438 B CN 106338438B
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slip
sensor
plate
deformation
pipe string
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CN106338438A (en
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汤历平
黄泽民
祝效华
邵永波
吕言新
王宇
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Southwest Petroleum University
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/005Electromagnetic means

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Abstract

本发明公开了一种管柱卡瓦极限承载能力测试装置,主要由底座、齿轮箱、电动机、传动轴、滚珠丝杠、施压板、柱状筒、横梁、顶板、卡瓦座、卡瓦体、卡瓦牙板、止动块、螺钉、管柱、中心杆、支撑盘、上扶正盘、上变形传感器、中变形传感器、下变形传感器、下扶正盘、承压盘、螺柱和拉力传感器组成,所述电动机的转动经齿轮箱传递使两根滚珠丝杠同步转动,装有卡瓦体的卡瓦座放置于顶板上,卡瓦体上的卡瓦牙板沿管柱圆周方向设置并抱紧管柱;当电动机运转后,滚珠丝杠的向下运动将使施压板作用于承压盘并将载荷传至拉力传感器上。结合拉力传感器所测载荷以及变形传感器所测管柱变形量,可确定卡瓦夹持状态下管柱的极限承载能力。

The invention discloses a testing device for the ultimate bearing capacity of pipe column slips. , slip plate, stop block, screw, pipe string, center rod, support plate, upper centralizer, upper deformation sensor, middle deformation sensor, lower deformation sensor, lower centralization plate, pressure plate, stud and tension sensor The rotation of the motor is transmitted through the gearbox to make the two ball screws rotate synchronously, the slip seat equipped with the slip body is placed on the top plate, and the slip tooth plate on the slip body is arranged along the circumferential direction of the pipe string. Hold the pipe string tightly; when the motor is running, the downward movement of the ball screw will cause the pressure plate to act on the pressure plate and transfer the load to the tension sensor. Combined with the load measured by the tension sensor and the deformation of the pipe string measured by the deformation sensor, the ultimate bearing capacity of the pipe string in the state of slip clamping can be determined.

Description

一种管柱卡瓦极限承载能力测试装置A test device for ultimate bearing capacity of pipe string slips

技术领域technical field

本发明涉及一种管柱卡瓦极限承载能力测试装置,属于石油天然气开采行业的钻井机械技术领域。The invention relates to a testing device for the ultimate bearing capacity of pipe string slips, belonging to the technical field of drilling machinery in the oil and natural gas exploitation industry.

背景技术Background technique

地层中的油气资源是基于一定的钻采工艺,通过钻井系统在地层中形成井眼而开采出来的,该系统包括地面系统和井下设备等。其中钻柱是最重要的井下设备之一,它既作为传递井口动力的桥梁,也是隔离内外环空钻井流体的屏障。随着油气资源开采的不断进行,钻井作业不断向深部地层转移,深井超深井的数量逐步增大。根据我国油气资源的分布特点,四川及陕甘宁两大盆地的天然气中有52%埋藏于深部地层,西部地区的石油资源中这个比例达到73%。与此同时,我国的油气开发也逐步向深海迈进。The oil and gas resources in the stratum are exploited based on certain drilling and production techniques, and the wellbore is formed in the stratum through the drilling system, which includes the surface system and the downhole equipment. Among them, the drill string is one of the most important downhole equipment. It not only acts as a bridge to transmit the power of the wellhead, but also as a barrier to isolate the drilling fluid in the inner and outer annulus. With the continuous exploitation of oil and gas resources, drilling operations continue to shift to deep formations, and the number of deep and ultra-deep wells is gradually increasing. According to the distribution characteristics of my country's oil and gas resources, 52% of the natural gas in the Sichuan and Shaanxi-Gansu-Ningxia basins is buried in deep formations, and 73% of the oil resources in the western region. At the same time, my country's oil and gas development is also gradually moving towards the deep sea.

在钻井过程中,当需要起下钻时,通常使用吊卡或卡瓦卡住钻柱最上端,然后通过大钩将整个钻柱吊起。然而,对于深井超深井而言,一个关键的问题在于当井深过大时,钻柱的重量太大,例如6000米钻柱重量可达两百吨,起钻时还要考虑流体的黏滞阻力,甚至还可能出现钻具卡钻等特殊情况。当对数百吨的钻柱起下钻时,井口处钻柱被卡持区所受轴向拉力最大。当使用卡瓦时,卡持区的钻柱既受轴向拉力又受径向压力,而且卡瓦牙板上带有尖锐的钢牙,使得钻柱在该区域容易出现失效破坏。当钻杆出现塑形变形时,那么该钻杆便不能正常工作,由此造成巨大的经济损失。因此,如何确定卡瓦作用下钻柱的极限载荷,便成为深井超深井钻井的一个关键问题。对于钻井作业而言,由于钻井装备成本较高,对钻井安全的要求也较高,因此在钻井现场开展钻柱卡瓦极限承载能力的测试既不经济也不安全。基于这一背景,如何设计一种室内测试管柱卡瓦极限承载能力的装置便成为我们所关心的问题。During drilling, when tripping is required, elevators or slips are usually used to hold the uppermost end of the drill string, and then the entire drill string is hoisted by hooks. However, for deep and ultra-deep wells, a key problem is that when the depth of the well is too large, the weight of the drill string is too large. For example, the weight of a 6,000-meter drill string can reach 200 tons. When tripping, the viscous resistance of the fluid must be considered. , and even special situations such as drilling tool sticking may occur. When tripping a drill string of several hundred tons, the axial tension in the clamped area of the drill string at the wellhead is the largest. When using slips, the drill string in the clamping area is subjected to both axial tension and radial pressure, and the slip plate has sharp steel teeth, which makes the drill string prone to failure and damage in this area. When the drill pipe is plastically deformed, the drill pipe cannot work normally, thereby causing huge economic losses. Therefore, how to determine the ultimate load of the drill string under the action of slips has become a key issue in the drilling of deep and ultra-deep wells. For drilling operations, due to the high cost of drilling equipment and high requirements for drilling safety, it is neither economical nor safe to carry out the test of the ultimate bearing capacity of drill string slips on the drilling site. Based on this background, how to design a device for testing the ultimate bearing capacity of pipe string slips becomes our concern.

根据卡瓦的结构与工作原理可以发现,与管柱直接接触的卡瓦牙板是卡瓦的核心零件。卡瓦牙板的钢牙有多种类型,例如钢牙的数量、钢牙的高度、钢牙齿尖夹角、钢牙齿尖倒角等,不同的卡瓦牙板对管柱的夹持也有不同的影响。因此在卡瓦的设计中,需要对不同类型的卡瓦或卡瓦牙板进行试验以确定其效果,例如不同类型卡瓦牙板作用下管柱的塑性变形或损伤。根据卡瓦夹持管柱工作的特点,对卡瓦或卡瓦牙板的测试方案可以与测试管柱极限承载能力的相同,因此核心问题仍然是如何设计相关的测试装置。According to the structure and working principle of the slip, it can be found that the slip plate in direct contact with the pipe string is the core part of the slip. There are many types of steel teeth of the slip teeth, such as the number of steel teeth, the height of the steel teeth, the angle of the steel teeth, the chamfer of the steel teeth, etc. The clamping of the pipe string by different slip plates is also different. Impact. Therefore, in the design of slips, it is necessary to test different types of slips or slip plates to determine their effects, such as the plastic deformation or damage of the pipe string under the action of different types of slip plates. According to the characteristics of the slips clamping the pipe string, the test plan for the slips or the slip plate can be the same as the test of the ultimate bearing capacity of the pipe string, so the core problem is still how to design the relevant test equipment.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于为了克服上述难点,特提出一种管柱卡瓦极限承载能力测试装置,从而用于指导深井管柱和管柱卡瓦的设计。The purpose of the present invention is to provide a test device for the ultimate bearing capacity of pipe string slips in order to overcome the above difficulties, so as to guide the design of deep well pipe strings and pipe string slips.

为达到上述目的,本发明解决此技术问题采用的技术方案是:In order to achieve the above object, the technical scheme that the present invention solves this technical problem adopts is:

一种管柱卡瓦极限承载能力测试装置,主要由底座、齿轮箱、电动机、传动轴、滚珠丝杠、施压板、柱状筒、横梁、顶板、卡瓦座、卡瓦体、卡瓦牙板、止动块、螺钉、管柱、中心杆、支撑盘、上扶正盘、上变形传感器、中变形传感器、下变形传感器、下扶正盘、承压盘、螺柱和拉力传感器组成,其特征在于:所述底座固定于地面上,电动机通过传动轴带动齿轮箱运动,电动机的转动经齿轮箱传递使两根滚珠丝杠同步转动,进一步带动两个柱状筒上下移动,其中两个柱状筒均与横梁固定连接;所述顶板设置于滚珠丝杠顶端,顶板上放置有卡瓦座,卡瓦体设于卡瓦座内,卡瓦牙板镶嵌于卡瓦体的燕尾槽内,卡瓦体顶端设有用于防止卡瓦牙板脱落的止动块,螺钉将止动块固定于卡瓦体上;所述管柱穿过顶板、横梁和施压板并由卡瓦牙板夹紧,在管柱夹紧区的内部设有上变形传感器、中变形传感器和下变形传感器,在上变形传感器的上端和下变形传感器的下端分别设有上扶正盘和下扶正盘,变形传感器、扶正盘和支撑盘通过中心杆串联,支撑盘用于支撑中心杆;所述拉力传感器的下端通过螺柱连接于管柱上,当柱状筒的移动将带动施压板运动,当柱状筒向下移动时,同步移动的施压板作用于承压盘上并进一步作用于拉力传感器上。A test device for the ultimate bearing capacity of pipe column slips, which mainly consists of a base, a gear box, a motor, a transmission shaft, a ball screw, a pressure plate, a cylindrical cylinder, a beam, a top plate, a slip seat, a slip body, and a slip tooth. Plate, stop block, screw, pipe string, center rod, support plate, upper centralizing plate, upper deformation sensor, middle deformation sensor, lower deformation sensor, lower centralizing plate, pressure plate, stud and tension sensor. In that: the base is fixed on the ground, the motor drives the gearbox to move through the transmission shaft, and the rotation of the motor is transmitted through the gearbox to make the two ball screws rotate synchronously, further driving the two cylindrical cylinders to move up and down, wherein the two cylindrical cylinders are both. It is fixedly connected with the beam; the top plate is arranged on the top of the ball screw, a slip seat is placed on the top plate, the slip body is arranged in the slip seat, the slip tooth plate is embedded in the dovetail groove of the slip body, and the slip body The top is provided with a stop block for preventing the slip plate from falling off, and the stop block is fixed on the slip body by the screw; the pipe column passes through the top plate, the beam and the pressure plate and is clamped by the slip plate. The upper deformation sensor, the middle deformation sensor and the lower deformation sensor are arranged inside the pipe string clamping area, and the upper and lower righting discs are respectively provided at the upper end of the upper deformation sensor and the lower end of the lower deformation sensor. The support plate is connected in series through the central rod, and the support plate is used to support the central rod; the lower end of the tension sensor is connected to the pipe string through the stud, and the movement of the cylindrical cylinder will drive the pressure plate to move. The synchronously moving pressure plate acts on the pressure plate and further acts on the tension sensor.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述卡瓦座的内部和卡瓦体的外部均呈锥状;所述卡瓦体的数量为3个且沿卡瓦座内壁周向分布,每一个卡瓦体上均设有6排3列共计18块卡瓦牙板,卡瓦牙板沿管柱的圆周方向设置。The test device for the ultimate bearing capacity of pipe string slips is characterized in that the inside of the slip seat and the outside of the slip body are tapered; The inner wall of the seat is distributed in the circumferential direction, and each slip body is provided with a total of 18 slip plates in 6 rows and 3 columns, and the slip plates are arranged along the circumferential direction of the pipe string.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述上扶正盘和下扶正盘均由弹性橡胶制成。The device for testing the ultimate bearing capacity of pipe string slips is characterized in that the upper centralizing plate and the lower centralizing plate are both made of elastic rubber.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述支撑盘到卡瓦体顶端的距离大于管柱的外径。The device for testing the ultimate bearing capacity of pipe string slips is characterized in that the distance from the support plate to the top of the slip body is greater than the outer diameter of the pipe string.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述管柱所受的拉力由拉力传感器测量并转换成电信号,再经载荷放大器调整后送入数字记录仪,并通过载荷显示器显示;所述管柱内径的变形由内径变形传感器测量,经变形放大器调整后送入数字记录仪,并通过变形显示器显示。The test device for the ultimate bearing capacity of pipe string slips is characterized in that the tensile force on the pipe string is measured by a tensile force sensor and converted into an electrical signal, which is then adjusted by a load amplifier and sent to a digital recorder, and passed through. The load display shows; the deformation of the inner diameter of the pipe string is measured by the inner diameter deformation sensor, adjusted by the deformation amplifier, and sent to the digital recorder, and displayed through the deformation display.

与现有技术相比,本发明具有的有益效果是:(1)本发明装置可用于管柱卡瓦极限承载能力的测试;(2)本发明装置可用于不同类型卡瓦或卡瓦牙板的性能;(3)本发明装置结构简单,操作方便。Compared with the prior art, the present invention has the following beneficial effects: (1) the device of the present invention can be used for testing the ultimate bearing capacity of pipe string slips; (2) the device of the present invention can be used for different types of slips or slip plates (3) The device of the present invention is simple in structure and convenient in operation.

附图说明Description of drawings

图1为本发明一种管柱卡瓦极限承载能力测试装置的结构示意图;1 is a schematic structural diagram of a test device for testing the ultimate bearing capacity of pipe string slips according to the present invention;

图2为图1中I的局部放大图;Fig. 2 is a partial enlarged view of I in Fig. 1;

图3为本发明装置中管柱所受拉力数据的测量原理图;Fig. 3 is the measurement principle diagram of the tensile force data of the pipe string in the device of the present invention;

图4为本发明装置中卡瓦夹持区管柱变形数据的测量原理图;Fig. 4 is the measuring principle diagram of the deformation data of the pipe string in the slip clamping area in the device of the present invention;

图中:1.底座,2.齿轮箱,3.电动机,4.传动轴,5.滚珠丝杠,6.施压板,7.柱状筒,8.横梁,9.顶板,10.卡瓦座,11.卡瓦体,12.卡瓦牙板,13.止动块,14.螺钉,15.管柱,16.中心杆,17.支撑盘,18.上扶正盘,19.上变形传感器,20.中变形传感器,21.下变形传感器,22.下扶正盘,23.承压盘,24.螺柱,25.拉力传感器。In the picture: 1. Base, 2. Gearbox, 3. Motor, 4. Transmission shaft, 5. Ball screw, 6. Pressure plate, 7. Cylindrical cylinder, 8. Beam, 9. Top plate, 10. Slips Seat, 11. Slip body, 12. Slip tooth plate, 13. Stop block, 14. Screw, 15. Pipe column, 16. Center rod, 17. Support plate, 18. Upper righting plate, 19. Upper deformation Sensor, 20. Middle deformation sensor, 21. Lower deformation sensor, 22. Lower centralizing plate, 23. Bearing plate, 24. Stud, 25. Tension sensor.

具体实施方式Detailed ways

下面结合附图对本发明做进一步说明。The present invention will be further described below with reference to the accompanying drawings.

如图1和图2所示,一种管柱卡瓦极限承载能力测试装置,主要由底座1、齿轮箱2、电动机3、传动轴4、滚珠丝杠5、施压板6、柱状筒7、横梁8、顶板9、卡瓦座10、卡瓦体11、卡瓦牙板12、止动块13、螺钉14、管柱15、中心杆16、支撑盘17、上扶正盘18、上变形传感器19、中变形传感器20、下变形传感器21、下扶正盘22、承压盘23、螺柱24和拉力传感器25组成,其特征在于:所述底座1固定于地面上,电动机3通过传动轴4带动齿轮箱2运动,电动机3的转动经齿轮箱2传递使两根滚珠丝杠5同步转动,进一步带动两个柱状筒7上下移动,其中两个柱状筒7均与横梁8固定连接;所述顶板9设置于滚珠丝杠5顶端,顶板9上放置有卡瓦座10,卡瓦体11设于卡瓦座10内,卡瓦牙板12镶嵌于卡瓦体11的燕尾槽内,卡瓦体11顶端设有用于防止卡瓦牙板12脱落的止动块13,螺钉14将止动块13固定于卡瓦体11上;所述管柱15穿过顶板9、横梁8和施压板6并由卡瓦牙板12夹紧,在管柱15夹紧区的内部设有上变形传感器19、中变形传感器20和下变形传感器21,在上变形传感器19的上端和下变形传感器21的下端分别设有上扶正盘18和下扶正盘22,变形传感器、扶正盘和支撑盘17通过中心杆16串联,支撑盘17用于支撑中心杆16;所述拉力传感器25的下端通过螺柱24连接于管柱15上,柱状筒7的移动将带动施压板6运动,当柱状筒7向下移动时,同步移动的施压板6作用于承压盘23上并进一步作用于拉力传感器25上。As shown in Figures 1 and 2, a test device for the ultimate bearing capacity of pipe string slips is mainly composed of a base 1, a gear box 2, a motor 3, a transmission shaft 4, a ball screw 5, a pressure plate 6, a cylindrical cylinder 7 , beam 8, top plate 9, slip seat 10, slip body 11, slip tooth plate 12, stop block 13, screw 14, pipe column 15, center rod 16, support plate 17, upper centering plate 18, upper deformation The sensor 19, the middle deformation sensor 20, the lower deformation sensor 21, the lower centralizing plate 22, the pressure bearing plate 23, the stud 24 and the tension sensor 25 are composed. 4 drives the gearbox 2 to move, the rotation of the motor 3 is transmitted through the gearbox 2 to make the two ball screws 5 rotate synchronously, and further drives the two cylindrical cylinders 7 to move up and down, wherein the two cylindrical cylinders 7 are fixedly connected with the beam 8; The top plate 9 is arranged at the top of the ball screw 5, a slip seat 10 is placed on the top plate 9, the slip body 11 is arranged in the slip seat 10, the slip plate 12 is embedded in the dovetail groove of the slip body 11, The top of the tile body 11 is provided with a stop block 13 for preventing the slip plate 12 from falling off, and the screw 14 fixes the stop block 13 on the slip body 11; the pipe column 15 passes through the top plate 9, the beam 8 and the pressure The plate 6 is clamped by the slip plate 12, and the upper deformation sensor 19, the middle deformation sensor 20 and the lower deformation sensor 21 are arranged inside the clamping area of the pipe string 15. The upper end of the upper deformation sensor 19 and the lower deformation sensor 21 The lower end is provided with an upper centralizing plate 18 and a lower centralizing plate 22 respectively, the deformation sensor, the centralizing plate and the supporting plate 17 are connected in series through the central rod 16, and the supporting plate 17 is used to support the central rod 16; the lower end of the tension sensor 25 is connected by a stud 24 is connected to the pipe string 15, the movement of the cylindrical cylinder 7 will drive the pressure plate 6 to move, when the cylindrical cylinder 7 moves downward, the pressure plate 6 that moves synchronously acts on the pressure bearing plate 23 and further acts on the tension sensor 25 on.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述卡瓦座10的内部和卡瓦体11的外部均呈锥状;所述卡瓦体11的数量为3个且沿卡瓦座10内壁周向分布,每一个卡瓦体11上均设有6排3列共计18块卡瓦牙板12,卡瓦牙板12沿管柱15的圆周方向设置。The test device for the ultimate bearing capacity of pipe string slips is characterized in that the inside of the slip seat 10 and the outside of the slip body 11 are tapered; the number of the slip bodies 11 is 3 and Distributed along the circumferential direction of the inner wall of the slip seat 10 , each slip body 11 is provided with a total of 18 slip plates 12 in 6 rows and 3 columns. The slip plates 12 are arranged along the circumferential direction of the pipe string 15 .

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述上扶正盘18和下扶正盘22均由弹性橡胶制成。The test device for the ultimate bearing capacity of pipe string slips is characterized in that the upper centralizing plate 18 and the lower centralizing plate 22 are both made of elastic rubber.

所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述支撑盘17到卡瓦体11顶端的距离大于管柱15的外径,根据圣维南原理,此时支撑盘17对管柱15夹持区的受力影响较小。The test device for the ultimate bearing capacity of pipe string slips is characterized in that the distance from the support plate 17 to the top of the slip body 11 is greater than the outer diameter of the pipe string 15. According to the Saint-Venin principle, at this time, the support plate 17 The force on the clamping area of the pipe string 15 is less affected.

如图3和图4所示,所述的一种管柱卡瓦极限承载能力测试装置,其特征在于所述管柱15所受的拉力由拉力传感器25测量并转换成电信号,再经载荷放大器调整后送入数字记录仪,并通过载荷显示器显示;所述管柱15内径的变形由内径变形传感器测量,经变形放大器调整后送入数字记录仪,并通过变形显示器显示。As shown in FIG. 3 and FIG. 4 , the test device for the ultimate bearing capacity of pipe string slips is characterized in that the tensile force on the pipe string 15 is measured by the tensile force sensor 25 and converted into an electrical signal, and then subjected to the load. After the amplifier is adjusted, it is sent to the digital recorder and displayed by the load display; the deformation of the inner diameter of the pipe string 15 is measured by the inner diameter deformation sensor, and is sent to the digital recorder after being adjusted by the deformation amplifier, and displayed by the deformation display.

以上所述具体实施方式用于说明本发明而非限制本发明的范围,任何本领域的技术人员在不脱离本发明的构思和原则前提下所作出的等同变化与修改,均属于本发明的保护范围。The above specific embodiments are used to illustrate the present invention but not to limit the scope of the present invention. Any equivalent changes and modifications made by those skilled in the art without departing from the concept and principles of the present invention belong to the protection of the present invention. scope.

Claims (4)

1. a kind of tubular column slip ultimate bearing capacity test device, mainly by pedestal (1), gear-box (2), motor (3), transmission Axis (4), ball-screw (5), pressure plate (6), column cylinder (7), crossbeam (8), top plate (9), slip spider (10), slips body (11), Slip dog (12), scotch (13), screw (14), tubing string (15), center-pole (16), support plate (17), upper righting disc (18), Upper deformation-sensor (19), middle deformation-sensor (20), lower deformation-sensor (21), lower righting disc (22), bearing disc (23), spiral shell Column (24) and tension sensor (25) composition, the slips body (11) are set in slip spider (10), and slip dog (12) is embedded in In the dovetail groove of slips body (11), slips body (11) top is equipped with the scotch (13) for preventing slip dog (12) from falling off, Scotch (13) is fixed on slips body (11) by screw (14), it is further characterized in that: the pedestal (1) is fixed on ground, Motor (3) drives gear-box (2) movement by transmission shaft (4), and the rotation of motor (3) makes two through gear-box (2) transmitting Ball-screw (5) rotates synchronously, and is further driven to two column cylinders (7) and moves up and down, and two of them column cylinder (7) is and crossbeam (8) it is fixedly connected;The top plate (9) is set to ball-screw (5) top, is placed with slip spider (10) on top plate (9);The pipe Column (15) is clamped across top plate (9), crossbeam (8) and pressure plate (6) and by slip dog (12), in the interior of tubing string (15) pinch zones Portion is equipped with upper deformation-sensor (19), middle deformation-sensor (20) and lower deformation-sensor (21), in upper deformation-sensor (19) Upper end and the lower end of lower deformation-sensor (21) be respectively equipped with righting disc (18) and lower righting disc (22), deformation-sensor, Righting disc and support plate (17) are connected by center-pole (16), and support plate (17) is used to support center-pole (16);The pulling force passes The lower end of sensor (25) is connected on tubing string (15) by stud (24), and the mobile of column cylinder (7) will drive pressure plate (6) fortune Dynamic, when column cylinder (7) moves down, the pressure plate (6) of synchronizing moving is acted on bearing disc (23) and is further acted on In tension sensor (25).
2. a kind of tubular column slip ultimate bearing capacity test device according to claim 1, it is characterised in that the slips The inside of seat (10) and the outside of slips body (11) are tapered;The quantity of the slips body (11) is 3 and along slip spider (10) inner wall is circumferentially distributed, and 6 rows 3 are equipped on each slips body (11) and arrange total 18 pieces of slip dogs (12), slip dog (12) it is arranged along the circumferencial direction of tubing string (15).
3. a kind of tubular column slip ultimate bearing capacity test device according to claim 1, it is characterised in that helped on described Positive disk (18) and lower righting disc (22) are made of elastic rubber.
4. a kind of tubular column slip ultimate bearing capacity test device according to claim 1, it is characterised in that the support Disk (17) is greater than the outer diameter of tubing string (15) to the distance on slips body (11) top.
CN201610859700.5A 2016-09-29 2016-09-29 A test device for ultimate bearing capacity of pipe string slips Expired - Fee Related CN106338438B (en)

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