CN109138906B - Testing device and method for simulating comprehensive performance of underground well cementing cement sheath - Google Patents
Testing device and method for simulating comprehensive performance of underground well cementing cement sheath Download PDFInfo
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- CN109138906B CN109138906B CN201811098379.9A CN201811098379A CN109138906B CN 109138906 B CN109138906 B CN 109138906B CN 201811098379 A CN201811098379 A CN 201811098379A CN 109138906 B CN109138906 B CN 109138906B
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- 239000004568 cement Substances 0.000 title claims abstract description 90
- 238000012360 testing method Methods 0.000 title claims abstract description 69
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000007788 liquid Substances 0.000 claims abstract description 8
- 238000007789 sealing Methods 0.000 claims abstract 2
- 238000003780 insertion Methods 0.000 claims description 18
- 230000037431 insertion Effects 0.000 claims description 18
- 230000008859 change Effects 0.000 claims description 6
- 238000004088 simulation Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 abstract description 23
- 238000010586 diagram Methods 0.000 description 8
- 238000005553 drilling Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 230000015572 biosynthetic process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
- E21B33/13—Methods or devices for cementing, for plugging holes, crevices or the like
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
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Abstract
Description
技术领域Technical field
本发明涉及油气井钻完井领域,尤其涉及一种模拟井下固井水泥环综合性能的测试装置及方法。The invention relates to the field of oil and gas well drilling and completion, and in particular to a testing device and method for simulating the comprehensive performance of downhole cement sheaths.
背景技术Background technique
随着油气资源的持续发现与开发,目前的油气勘探开发区域已经逐渐由陆地转向了浅海及深海,由常规的正常温压条件井转向了高温高压井甚至是超高温超高压井。对于作业日费极其高昂的海洋钻井及难度系数、技术要求、作业成本均极高的高温高压井,尤其是海上高温高压井,作业中的每一项环节均会对全井的作业时效、成败与否有着极为关键的影响。对于高温高压井,由于地层的温度及压力条件均非常恶劣,优质的固井水泥浆可以确保合格的固井效果,确保固井水泥环不会由于恶劣的温压条件而发生破坏从而失去对井下套管及地层的支撑作用,所以钻井现场,尤其是高温高压钻完井作业现场对固井水泥浆的综合性能有着极为苛刻的要求。因此,研制一套经济、方便、高效的装置用于测试不同的固井水泥浆在不同的井眼条件下的胶结性能是极为必要的,也可以快速高效的筛选出满足现场需要的固井水泥浆。With the continuous discovery and development of oil and gas resources, the current oil and gas exploration and development areas have gradually shifted from land to shallow seas and deep seas, from conventional wells with normal temperature and pressure conditions to high-temperature and high-pressure wells and even ultra-high-temperature and ultra-high-pressure wells. For offshore drilling with extremely high daily operating costs and high-temperature and high-pressure wells with extremely high difficulty, technical requirements, and operating costs, especially offshore high-temperature and high-pressure wells, every aspect of the operation will affect the operation timeliness, success or failure of the entire well. Whether or not it has a very critical impact. For high-temperature and high-pressure wells, since the temperature and pressure conditions of the formation are very harsh, high-quality cementing slurry can ensure qualified well cementing effects and ensure that the cement sheath will not be damaged due to harsh temperature and pressure conditions and lose its ability to downhole. Because of the supporting role of casing and formation, drilling sites, especially high-temperature and high-pressure drilling and completion operations, have extremely stringent requirements for the comprehensive performance of cement slurry. Therefore, it is extremely necessary to develop an economical, convenient and efficient device for testing the cementing properties of different cement slurries under different wellbore conditions. It can also quickly and efficiently screen out cement cement that meets the needs of the site. Pulp.
发明内容Contents of the invention
本发明的目的是提供一种模拟井下固井水泥环综合性能的测试装置及方法,该测试装置简单直观,能测试不同水泥浆体系、不同环空间隙时水泥环的胶结能力,本发明可以非常方便且精确的测量油气井固井水泥浆的胶结性能。The purpose of the present invention is to provide a testing device and method for simulating the comprehensive performance of underground well cementing cement sheaths. The testing device is simple and intuitive, and can test the cementing ability of cement sheaths in different cement slurry systems and different annulus gaps. The present invention can be very Conveniently and accurately measure the cementing properties of oil and gas well cement slurries.
本发明的上述目的可采用下列技术方案来实现:The above objects of the present invention can be achieved by adopting the following technical solutions:
本发明提供了一种模拟井下固井水泥环综合性能的测试装置,包括:The invention provides a testing device for simulating the comprehensive performance of underground cement sheaths, including:
内管,具有密闭内腔,所述内管的两端通过连接板密封连接,所述密闭内腔中填充有压力介质;The inner tube has a sealed inner cavity, the two ends of the inner tube are sealingly connected through the connecting plate, and the sealed inner cavity is filled with pressure medium;
外管,套设在所述内管的外部,所述外管与所述内管之间形成有环形空腔,所述外管的两端能分别连接有第一外盲堵和第二外盲堵,所述第一外盲堵上连接有能向所述外管内注入压力液的试压接头;The outer tube is sleeved on the outside of the inner tube. An annular cavity is formed between the outer tube and the inner tube. The two ends of the outer tube can be connected to a first outer blind plug and a second outer blind plug respectively. Blind plug, the first outer blind plug is connected with a pressure test joint capable of injecting pressure liquid into the outer pipe;
其中,在所述环形空腔中填充有固井水泥环。Wherein, the annular cavity is filled with a cement ring.
在本发明的实施方式中,所述第一外盲堵包括第一底壁及连接在所述第一底壁周缘的第一筒壁,所述第一筒壁具有第一内螺纹段,所述第一外盲堵通过所述第一内螺纹段螺纹连接在所述外管的一端,所述试压接头设置在所述第一底壁上。In an embodiment of the present invention, the first outer blind plug includes a first bottom wall and a first cylinder wall connected to the periphery of the first bottom wall, and the first cylinder wall has a first internal thread section, so The first external blind plug is threadedly connected to one end of the outer pipe through the first internal thread section, and the pressure test joint is provided on the first bottom wall.
在本发明的实施方式中,所述第一筒壁上连接有第一快速接头,所述第一快速接头上能连接有第一压力表。In an embodiment of the present invention, a first quick connector is connected to the first cylinder wall, and a first pressure gauge can be connected to the first quick connector.
在本发明的实施方式中,所述第二外盲堵包括第二底壁及连接在所述第二底壁周缘的第二筒壁,所述第二筒壁具有第二内螺纹段,所述第二外盲堵通过所述第二内螺纹段螺纹连接在所述外管的另一端。In an embodiment of the present invention, the second outer blind plug includes a second bottom wall and a second cylinder wall connected to the periphery of the second bottom wall, and the second cylinder wall has a second internal thread section, so The second outer blind plug is threadedly connected to the other end of the outer tube through the second internal thread section.
在本发明的实施方式中,所述第二筒壁上连接有第二快速接头,所述第二快速接头上能连接有第二压力表。In an embodiment of the present invention, a second quick connector is connected to the second cylinder wall, and a second pressure gauge can be connected to the second quick connector.
在本发明的实施方式中,所述固井水泥环通过内盲堵形成于所述环形空腔中,所述内盲堵包括:In an embodiment of the present invention, the cement sheath is formed in the annular cavity through an inner blind plug, and the inner blind plug includes:
挡块,其一端沿圆周方向开设有多个轴向插入孔,所述挡块位于所述第一外盲堵内;A stopper, one end of which is provided with a plurality of axial insertion holes along the circumferential direction, and the stopper is located in the first outer blind plug;
第一挡板,其上沿圆周方向连接有多个连接杆,所述多个连接杆能插入所述多个轴向插入孔内,所述第一挡板位于所述环形空腔内;A first baffle with a plurality of connecting rods connected in the circumferential direction, the plurality of connecting rods can be inserted into the plurality of axial insertion holes, and the first baffle is located in the annular cavity;
第二挡板,位于所述环形空腔内,所述固井水泥环夹设在所述第一挡板与所述第二挡板之间。The second baffle is located in the annular cavity, and the cement sheath is sandwiched between the first baffle and the second baffle.
在本发明的实施方式中,所述轴向插入孔为四个,四个所述轴向插入孔沿所述挡块的圆周方向等间隔设置在所述挡块的一端。In an embodiment of the present invention, there are four axial insertion holes, and the four axial insertion holes are arranged at one end of the stopper at equal intervals along the circumferential direction of the stopper.
在本发明的实施方式中,所述第一挡板和所述第二挡板具有供所述内管穿设的第一中心孔和第二中心孔。In an embodiment of the present invention, the first baffle and the second baffle have first and second central holes for the inner tube to pass through.
在本发明的实施方式中,所述第一中心孔为偏心孔,所述第二中心孔为偏心孔。In an embodiment of the present invention, the first central hole is an eccentric hole, and the second central hole is an eccentric hole.
本发明还提供一种模拟井下固井水泥环综合性能的测试方法,其采用如上所述的模拟井下固井水泥环综合性能的测试装置,所述模拟井下固井水泥环综合性能的测试方法包括如下步骤:The present invention also provides a testing method for simulating the comprehensive performance of underground well cementing cement sheaths, which adopts the above-mentioned testing device for simulating the comprehensive performance of underground well cementing cement sheaths. The testing method for simulating the comprehensive performance of underground well cementing cement sheaths includes Follow these steps:
步骤S1:测量所述固井水泥环的两端分别距所述内管的两端的距离,并在所述外管上标记所述固井水泥环两端的初始位置;Step S1: Measure the distances between the two ends of the cement ring and the two ends of the inner pipe, and mark the initial positions of the two ends of the cement ring on the outer pipe;
步骤S2:通过所述第一外盲堵上的所述试压接头向所述外管内注入液体介质;Step S2: Inject liquid medium into the outer tube through the pressure test joint on the first outer blind plug;
步骤S3:试压完成后,再次测量所述固井水泥环的两端分别距所述内管的两端的距离,并在所述外管上标记试压完成后的所述固井水泥环两端的实际位置,观察所述外管上标记的所述实际位置相对所述初始位置的变化情况。Step S3: After the pressure test is completed, measure the distance between the two ends of the cement ring and the two ends of the inner pipe again, and mark the two ends of the cement ring after the pressure test is completed on the outer pipe. The actual position of the end, and observe the change of the actual position marked on the outer tube relative to the initial position.
本发明的模拟井下固井水泥环综合性能的测试装置及方法的特点及优点是:The characteristics and advantages of the testing device and method for simulating the comprehensive performance of underground cement sheaths of the present invention are:
(1)本装置可开展重复多次的模拟实验,且方便后续的拆装、维修与改造;(1) This device can carry out repeated simulation experiments many times, and is convenient for subsequent disassembly, repair and modification;
(2)本装置测试精度高,可以快速准确的为现场筛选出符合要求的水泥浆;(2) This device has high testing accuracy and can quickly and accurately screen out cement slurry that meets the requirements on site;
(3)本装置结构较简单,成本低廉,方便使用;(3) This device has a simple structure, low cost and is easy to use;
(4)本方法可依据现场实际情况模拟不同的井眼间隙,以测量水泥环的胶结性能;(4) This method can simulate different wellbore gaps based on actual site conditions to measure the cementing performance of the cement sheath;
(5)本装置可以结合现场实际情况,模拟套管偏心情况下的水泥胶结性能。(5) This device can combine the actual conditions on site to simulate the cement bonding performance under the condition of casing eccentricity.
附图说明Description of the drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained based on these drawings without exerting creative efforts.
图1为本发明的模拟井下固井水泥环综合性能的测试装置的结构示意图。Figure 1 is a schematic structural diagram of a testing device for simulating the comprehensive performance of downhole cement sheaths of the present invention.
图2为本发明的内管的结构示意图。Figure 2 is a schematic structural diagram of the inner tube of the present invention.
图3为本发明的外管的结构示意图。Figure 3 is a schematic structural diagram of the outer tube of the present invention.
图4为本发明的固井水泥环形成于环形空腔内的结构示意图。Figure 4 is a schematic structural diagram of the cement sheath formed in the annular cavity of the present invention.
图5为本发明的内盲堵的挡块和第一挡板的连接结构示意图。Figure 5 is a schematic diagram of the connection structure between the stopper of the inner blind plug and the first baffle according to the present invention.
图6为本发明的挡块和第一挡板的连接结构与内管配合的结构示意图。Figure 6 is a schematic structural diagram of the connection structure between the stopper and the first baffle according to the present invention and the inner tube.
图7为图6的装置与外管、第一外盲堵配合的结构示意图。Figure 7 is a schematic structural diagram of the device in Figure 6 cooperating with the outer tube and the first outer blind plug.
图8为固井水泥环形成与外管与内管之间的环形空腔内的结构示意图。Figure 8 is a schematic diagram of the structure of the cement sheath formation and the annular cavity between the outer tube and the inner tube.
附图标号说明:1、内管;11、密闭内腔;12、连接板;2、外管;21、环形空腔;22、外螺纹段;23、外螺纹段;3、第一外盲堵;31、试压接头;32、第一底壁;33、第一筒壁;331、第一内螺纹段;34、第一快速接头;35、第一压力表;36、密闭环空;4、第二外盲堵;41、第二底壁;42、第二筒壁;421、第二内螺纹段;43、第二快速接头;44、第二压力表;5、固井水泥环;6、内盲堵;61、挡块;611、轴向插入孔;62、第一挡板;621、第一中心孔;622、螺纹孔;63、第二挡板;631、第二中心孔;64、连接杆。Explanation of reference numbers: 1. Inner tube; 11. Closed inner cavity; 12. Connecting plate; 2. Outer tube; 21. Annular cavity; 22. External thread section; 23. External thread section; 3. First external blind Blockage; 31. Pressure test joint; 32. First bottom wall; 33. First cylinder wall; 331. First internal thread section; 34. First quick connector; 35. First pressure gauge; 36. Closed annulus; 4. The second external blind plug; 41. The second bottom wall; 42. The second cylinder wall; 421. The second internal thread section; 43. The second quick connector; 44. The second pressure gauge; 5. Cement ring ; 6. Inner blind plug; 61. Stopper; 611. Axial insertion hole; 62. First baffle; 621. First center hole; 622. Threaded hole; 63. Second baffle; 631. Second center Hole; 64, connecting rod.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present invention.
实施方式一Embodiment 1
如图1所示,本发明为解决高温高压钻井,尤其是海上高温高压钻井时对固井水泥浆胶结性能要求高,而水泥浆胶结性能同时又不明确的问题,提供了一种模拟井下固井水泥环综合性能的测试装置,该测试装置包括内管1和外管2,其中,内管1具有密闭内腔11,所述内管1的两端通过连接板12密封连接,所述密闭内腔11中填充有压力介质;外管2套设在所述内管1的外部,所述外管2与所述内管1之间形成有环形空腔21,所述外管2的两端能分别连接有第一外盲堵3和第二外盲堵4,所述第一外盲堵3上连接有能向所述外管2内注入压力液的试压接头31;其中,在所述环形空腔21中填充有固井水泥环5。As shown in Figure 1, in order to solve the problem of high temperature and high pressure drilling, especially offshore high temperature and high pressure drilling, which requires high cement slurry bonding performance and unclear cement slurry bonding performance, the present invention provides a method for simulating downhole cementing. A testing device for the comprehensive performance of well cement sheaths. The testing device includes an inner tube 1 and an outer tube 2. The inner tube 1 has a sealed inner cavity 11. The two ends of the inner tube 1 are sealingly connected through a connecting plate 12. The sealed The inner cavity 11 is filled with pressure medium; the outer tube 2 is sleeved on the outside of the inner tube 1, and an annular cavity 21 is formed between the outer tube 2 and the inner tube 1. Both sides of the outer tube 2 The ends can be connected to a first outer blind plug 3 and a second outer blind plug 4 respectively, and the first outer blind plug 3 is connected to a pressure test joint 31 that can inject pressure liquid into the outer tube 2; wherein, in The annular cavity 21 is filled with cement sheath 5 .
具体是,如图2所示,内管1为一外壁光滑的圆柱形钢管,其材料及尺寸均参照现场实际作业时常用的套管尺寸及材料进行选取,内管1的两端面均用同钢管材料一致的连接板12进行封闭处理,在本实施例中,该连接板12为圆板,使得内管1构成一内部具有密闭内腔11的圆柱体。在本发明中,在内管1的密闭内腔11中充填有一定压力的压力介质,该压力介质例如可为水,当然也可采用空气等其他安全、无污染的流体,以确保在后续的试压作业过程中,内管1不会因为在外力的作用下发生变形而影响到测试的结果,导致测试数据不准。Specifically, as shown in Figure 2, the inner pipe 1 is a cylindrical steel pipe with a smooth outer wall. Its materials and dimensions are selected with reference to the casing sizes and materials commonly used in actual field operations. Both end faces of the inner pipe 1 are made of the same material. The connecting plate 12 made of the same steel pipe material is closed. In this embodiment, the connecting plate 12 is a circular plate, so that the inner tube 1 forms a cylinder with a sealed inner cavity 11 inside. In the present invention, the sealed inner cavity 11 of the inner tube 1 is filled with a pressure medium of a certain pressure. The pressure medium can be water, for example. Of course, other safe and non-polluting fluids such as air can also be used to ensure that the subsequent During the pressure test operation, the inner tube 1 will not be deformed under the action of external force, which will affect the test results and lead to inaccurate test data.
如图3所示,外管2与内管1的材质相同,其为两端开口的圆柱筒状,在外管2的两端均车有外螺纹段22和外螺纹段23,该外管2套设在内管1的外部,二者之间形成有环形空腔21。在本发明中,外管2的壁厚可依据实验需要进行选择,通过更换壁厚更厚而外径相同的外管2,可以使得外管2与内管1之间形成的环形空腔21的体积更小,相应地,外管2与内管1之间充填的固井水泥环5的厚度也更小,从而可以模拟在不同的环形空腔21的间隙条件下待测试固井水泥浆的胶结性能。As shown in Figure 3, the outer tube 2 is made of the same material as the inner tube 1. It is in the shape of a cylindrical tube with both ends open. Both ends of the outer tube 2 are machined with external thread sections 22 and 23. The outer tube 2 It is sleeved on the outside of the inner tube 1, and an annular cavity 21 is formed between them. In the present invention, the wall thickness of the outer tube 2 can be selected according to experimental needs. By replacing the outer tube 2 with a thicker wall thickness and the same outer diameter, the annular cavity 21 formed between the outer tube 2 and the inner tube 1 can be made The volume is smaller, and accordingly, the thickness of the cement ring 5 filled between the outer pipe 2 and the inner pipe 1 is also smaller, so that the cement slurry to be tested can be simulated under the gap conditions of different annular cavities 21 cementing properties.
外管2的两端分别连接有第一外盲堵3和第二外盲堵4,外管2的外径稍小于第一外盲堵3和第二外盲堵4的外径。在本发明中,请配合参阅图1所示,该第一外盲堵3包括第一底壁32及连接在第一底壁32周缘的第一筒壁33,该第一筒壁33具有第一内螺纹段331,该第一外盲堵3通过第一内螺纹段331螺纹连接在外管2的一端,例如,该第一外盲堵3通过第一内螺纹段331螺纹连接在外管2的外螺纹段22上;该试压接头31设置在第一底壁32上,在本实施例中,该试压接头31的高度与第一底壁32的厚度相同。进一步的,在第一筒壁33上连接有第一快速接头34,该第一快速接头34设置在第一内螺纹段331的末端与第一底壁32之间的第一筒壁33上,该第一快速接头34与第一外盲堵3的内部相互连通,第一压力表35能连接在第一快速接头34上,使得第一压力表35可以监测相应密闭区域中的压力变化。The two ends of the outer tube 2 are respectively connected to the first outer blind plug 3 and the second outer blind plug 4. The outer diameter of the outer tube 2 is slightly smaller than the outer diameters of the first outer blind plug 3 and the second outer blind plug 4. In the present invention, please refer to FIG. 1 . The first outer blind plug 3 includes a first bottom wall 32 and a first cylinder wall 33 connected to the periphery of the first bottom wall 32 . The first cylinder wall 33 has a third An internal thread section 331. The first external blind plug 3 is threadedly connected to one end of the outer pipe 2 through the first internal thread section 331. For example, the first external blind plug 3 is threadedly connected to one end of the outer pipe 2 through the first internal thread section 331. On the external thread section 22; the pressure test joint 31 is provided on the first bottom wall 32. In this embodiment, the height of the pressure test joint 31 is the same as the thickness of the first bottom wall 32. Further, a first quick connector 34 is connected to the first cylinder wall 33. The first quick connector 34 is provided on the first cylinder wall 33 between the end of the first internal thread section 331 and the first bottom wall 32. The first quick connector 34 is interconnected with the inside of the first outer blind plug 3 , and the first pressure gauge 35 can be connected to the first quick connector 34 so that the first pressure gauge 35 can monitor pressure changes in the corresponding sealed area.
在本发明中,该第二外盲堵4包括第二底壁41及连接在第二底壁41周缘的第二筒壁42,该第二筒壁42具有第二内螺纹段421,该第二外盲堵4通过第二内螺纹段421螺纹连接在外管2的另一端,例如,该第二外盲堵4通过第二内螺纹段421螺纹连接在外管2的外螺纹段23上。进一步的,在第二筒壁42上连接有第二快速接头43,该第二快速接头43设置在第二内螺纹段421的末端与第二底壁41之间的第二筒壁42上,该第二快速接头43与第二外盲堵4的内部相互连通,第二压力表44能连接在第二快速接头43上,使得第二压力表44可以监测相应密闭区域中的压力变化。In the present invention, the second outer blind plug 4 includes a second bottom wall 41 and a second cylinder wall 42 connected to the periphery of the second bottom wall 41. The second cylinder wall 42 has a second internal thread section 421. The second external blind plug 4 is threadedly connected to the other end of the outer tube 2 through the second internal thread section 421. For example, the second external blind plug 4 is threadedly connected to the external thread section 23 of the outer tube 2 through the second internal thread section 421. Further, a second quick connector 43 is connected to the second cylinder wall 42, and the second quick connector 43 is provided on the second cylinder wall 42 between the end of the second internal thread section 421 and the second bottom wall 41, The second quick connector 43 is interconnected with the inside of the second outer blind plug 4, and the second pressure gauge 44 can be connected to the second quick connector 43, so that the second pressure gauge 44 can monitor the pressure change in the corresponding sealed area.
在本发明的实施方式中,如图4所示,位于内管1和外管2之间的环形空腔21内的固井水泥环5是通过内盲堵6形成于该环形空腔21中的。具体的,该内盲堵6包括挡块61、第一挡板62和第二挡板63,其中:挡块61的一端沿圆周方向开设有多个轴向插入孔611,该挡块61位于第一外盲堵3内;第一挡板62上沿圆周方向连接有多个连接杆64,多个连接杆64能插入多个轴向插入孔611内,第一挡板62位于环形空腔21内;第二挡板63位于环形空腔21内,该固井水泥环5夹设在第一挡板62与第二挡板63之间。In the embodiment of the present invention, as shown in Figure 4, the cement sheath 5 located in the annular cavity 21 between the inner pipe 1 and the outer pipe 2 is formed in the annular cavity 21 by an inner blind plug 6 of. Specifically, the inner blind plug 6 includes a stopper 61, a first stopper 62 and a second stopper 63. One end of the stopper 61 has a plurality of axial insertion holes 611 along the circumferential direction. The stopper 61 is located at Inside the first outer blind plug 3; the first baffle 62 is connected with a plurality of connecting rods 64 along the circumferential direction. The multiple connecting rods 64 can be inserted into a plurality of axial insertion holes 611. The first baffle 62 is located in the annular cavity. 21; the second baffle 63 is located in the annular cavity 21, and the cement ring 5 is sandwiched between the first baffle 62 and the second baffle 63.
具体的,请配合参阅图5所示,挡块61为一实心的圆柱体或长方体,其可为金属也可以为强度较高的其它材料制成,挡块61的一端面沿圆周方向间隔设有多个轴向插入孔611,该些轴向插入孔611可为圆形小孔眼,该轴向插入孔611的深度h可为1cm~1.5cm。在本实施例中,在挡块61的一端面均匀间隔设有四个轴向插入孔611。Specifically, please refer to Figure 5. The stopper 61 is a solid cylinder or cuboid, which can be made of metal or other materials with higher strength. One end surface of the stopper 61 is spaced apart along the circumferential direction. There are a plurality of axial insertion holes 611. The axial insertion holes 611 may be small circular holes. The depth h of the axial insertion holes 611 may be 1 cm to 1.5 cm. In this embodiment, four axial insertion holes 611 are evenly spaced on one end surface of the stopper 61 .
第一挡板62和第二挡板63均为圆环形挡板,二者的外径均稍小于第一外盲堵3的第一筒壁33的内径、以及第二外盲堵4的第二筒壁42的内径,在第一挡板62与第二挡板63上分别设有第一中心孔621和第二中心孔631,以便套设在内管1的外部。在本实施例中,该第一中心孔621和第二中心孔631不局限于开设在第一挡板62与第二挡板63的中心位置,根据实验的需要可以将第一挡板62的第一中心孔621、第二挡板63的第二中心孔631设计为多种不同的偏心距离,也即第一中心孔621的中心点与第一挡板62外圆周的中心点不重合、以及第二中心孔631的中心点与第二挡板63外圆周的中心点不重合。在本发明中,该第一挡板62的第一中心孔621的直径与第二挡板63的第二中心孔631的直径均与内管1的外径相近,且稍大于内管1的外径,该第一挡板62的外径与第二挡板63的外径稍大于挡块61的外径,且小于外管2的内径。在本发明中,在第一挡板62的一端面沿圆周方向车有多个螺纹孔622,在本实施例中,在第一挡板62的一端面沿圆周方向车有四个均匀间隔布置的螺纹孔622,该第一挡板62上的四个螺纹孔622与挡块61上的四个轴向插入孔611的相对位置是一致的,呈对称分布。Both the first baffle 62 and the second baffle 63 are annular baffles, and their outer diameters are slightly smaller than the inner diameter of the first cylinder wall 33 of the first outer blind plug 3 and the inner diameter of the second outer blind plug 4 . The inner diameter of the second cylinder wall 42 is provided with a first central hole 621 and a second central hole 631 on the first baffle 62 and the second baffle 63 respectively, so as to be sleeved on the outside of the inner tube 1 . In this embodiment, the first central hole 621 and the second central hole 631 are not limited to being opened at the center positions of the first baffle 62 and the second baffle 63. The first baffle 62 can be opened according to the needs of the experiment. The first central hole 621 and the second central hole 631 of the second baffle 63 are designed with various eccentric distances, that is, the center point of the first central hole 621 does not coincide with the center point of the outer circumference of the first baffle 62. And the center point of the second central hole 631 does not coincide with the center point of the outer circumference of the second baffle 63 . In the present invention, the diameter of the first central hole 621 of the first baffle 62 and the diameter of the second central hole 631 of the second baffle 63 are both similar to the outer diameter of the inner tube 1 and slightly larger than the outer diameter of the inner tube 1 . The outer diameters of the first baffle 62 and the second baffle 63 are slightly larger than the outer diameter of the stopper 61 and smaller than the inner diameter of the outer tube 2 . In the present invention, a plurality of threaded holes 622 are formed on one end surface of the first baffle 62 along the circumferential direction. In this embodiment, four threaded holes 622 are formed on one end surface of the first baffle 62 and are evenly spaced along the circumferential direction. The relative positions of the four threaded holes 622 on the first baffle 62 and the four axial insertion holes 611 on the block 61 are consistent and symmetrically distributed.
连接杆64的一端车有外螺纹段,以便与第一挡板62上的螺纹孔622螺纹连接在一起;连接杆64的另一端为光滑的金属圆杆,该金属圆杆的直径与挡块61上的轴向插入孔611的直径相近,确保连接杆64的另一端可以插入挡块61上的轴向插入孔中并且不会发生自由移动,在外力的作用下可使挡块61与连接杆64之间分离。One end of the connecting rod 64 is machined with an externally threaded section for threaded connection with the threaded hole 622 on the first baffle 62; the other end of the connecting rod 64 is a smooth metal round rod, the diameter of which is the same as the stopper. The diameter of the axial insertion hole 611 on the stopper 61 is similar to ensure that the other end of the connecting rod 64 can be inserted into the axial insertion hole on the stopper 61 without free movement. Under the action of external force, the stopper 61 can be connected to the The rods 64 are separated.
如图5所示,四根连接杆64、挡块61、第一挡板62之间通过以上方式连接之后,不会发生相对的移动或者是转动,同时可保证挡块61在竖直放置的状态下,第一挡板62在自由状态或者是在竖直方向的外力作用下均能保持水平,通过更换具有不同偏心距离的第一中心孔621的第一挡板62和具有不同偏心距离的第二中心孔631的第二挡板63,本发明的测试装置可真实的模拟现场可能存在的套管不居中的情况,使得本发明的测试装置中的内管1与外管2并非在同一轴线上,形成一侧空间大而另一侧空间小的情况,对于空间较大的一侧,其固井水泥浆的体积更大,固井水泥环5的厚度更厚,而空间小的一侧固井水泥环5的厚度相对偏小,造成内管1与外管2两侧的固井水泥环5不均匀,从而可以测试当管柱在不同程度的偏心情况时待测试固井水泥浆的胶结能力。As shown in Figure 5, after the four connecting rods 64, the stopper 61, and the first baffle 62 are connected in the above manner, relative movement or rotation will not occur, and at the same time, it can be ensured that the stopper 61 is placed vertically. state, the first baffle 62 can remain horizontal in a free state or under the action of an external force in the vertical direction. By replacing the first baffle 62 with the first central hole 621 with different eccentric distances and the first baffle 62 with different eccentric distances. With the second baffle 63 of the second center hole 631, the test device of the present invention can truly simulate the situation where the casing is not centered that may exist on site, so that the inner pipe 1 and the outer pipe 2 in the test device of the present invention are not in the same position. On the axis, a situation is formed where one side has a large space and the other side has a small space. For the side with a larger space, the volume of the cement slurry is larger, and the thickness of the cement ring 5 is thicker, while the side with a smaller space has a larger volume. The thickness of the side cement ring 5 is relatively small, resulting in uneven cement rings 5 on both sides of the inner pipe 1 and the outer pipe 2, so that the cement slurry to be tested can be tested when the pipe string is eccentric to different degrees. cementing ability.
该模拟井下固井水泥环综合性能的测试装置的工作步骤如下:The working steps of this testing device that simulates the comprehensive performance of underground cement sheath are as follows:
1、将准备好的内管1的两端焊接连接板12,两端去毛刺,保证外径均一,如图2所示;1. Weld the two ends of the prepared inner tube 1 to the connecting plates 12, and deburr both ends to ensure a uniform outer diameter, as shown in Figure 2;
2、将四根连接杆64均带有螺纹的一端与第一挡板62之间通过螺纹连接在一起,并保证第一挡板62水平;2. Connect the threaded ends of the four connecting rods 64 to the first baffle 62 through threads, and ensure that the first baffle 62 is level;
3、将内管1穿过第一挡板62的第一中心孔621,直至内管1的一端面与挡块61接触,如图5和图6所示;3. Pass the inner tube 1 through the first center hole 621 of the first baffle 62 until one end surface of the inner tube 1 contacts the stopper 61, as shown in Figures 5 and 6;
4、将第一外盲堵3与外管2通过螺纹连接在一起,并将步骤3中连接好的内管1及第一挡板62、挡块61的连接结构一同沿着外管2的另一端装入外管2中,直至挡块61的底端面接触第一外盲堵3的内端面,如图7所示;4. Connect the first outer blind plug 3 and the outer pipe 2 together through threads, and connect the inner pipe 1, the first baffle 62, and the stopper 61 connected in step 3 along the outer pipe 2. The other end is installed into the outer tube 2 until the bottom end surface of the stopper 61 contacts the inner end surface of the first outer blind plug 3, as shown in Figure 7;
5、将步骤4中连接好的装置竖直放立,此时第一外盲堵3位于下侧,之后向内管1与外管2的环形空腔21填充待测试用的固井水泥浆,固井水泥浆填充的上端面低于内管1与外管2之间的环形空腔21的上端面,如图4所示;5. Place the device connected in step 4 upright. At this time, the first outer blind plug 3 is located on the lower side. Then fill the annular cavity 21 of the inner pipe 1 and the outer pipe 2 with the cement slurry to be tested. , the upper end surface filled with cement slurry is lower than the upper end surface of the annular cavity 21 between the inner pipe 1 and the outer pipe 2, as shown in Figure 4;
6、使用第二挡板63对填充的固井水泥浆的上端面进行压实;6. Use the second baffle 63 to compact the upper end surface of the filled cement slurry;
7、保持当前状态静置设计时长T,之后将整个装置水平放置,并卸除下端的第一外盲堵3以及两端的第一挡板62和第二挡板63,如图8所示;7. Keep the current state for the designed time period T, then place the entire device horizontally, and remove the first outer blind plug 3 at the lower end and the first baffle 62 and the second baffle 63 at both ends, as shown in Figure 8;
8、测量此时固井水泥环5两个端面处的位置分别距内管1的两端面的距离,并在外管2上标记固井水泥环5两端的初始位置,之后将第一外盲堵3与第二外盲堵4分别连接在步骤7中的外管2的两端,如图1所示;8. Measure the distance between the two end faces of the cement ring 5 at this time and the two end faces of the inner pipe 1, and mark the initial positions of both ends of the cement ring 5 on the outer pipe 2, and then plug the first outer blind 3 and the second outer blind plug 4 are respectively connected to both ends of the outer tube 2 in step 7, as shown in Figure 1;
9、通过试压接头31向外管2、内管1、固井水泥环5形成的密闭环空36中注满液体介质,并将第一压力表35与第二压力表44分别连接在相应的第一快速接头34和第二快速接头43上,记录当前的第一压力表35的读数或对第一压力表35进行调零;由于第二压力表44所监测的对应密闭区域中的压力变化情况可能较小,因此第二压力表44要求的精度要高于第一压力表35,同时第二压力表44的量程可小于第一压力表35。9. Fill the closed annulus 36 formed by the outer pipe 2, the inner pipe 1 and the cement sheath 5 with liquid medium through the pressure test joint 31, and connect the first pressure gauge 35 and the second pressure gauge 44 to the corresponding On the first quick connector 34 and the second quick connector 43, record the current reading of the first pressure gauge 35 or zero-set the first pressure gauge 35; because the pressure in the corresponding sealed area monitored by the second pressure gauge 44 The variation may be small, so the accuracy required for the second pressure gauge 44 is higher than that of the first pressure gauge 35 , and the range of the second pressure gauge 44 may be smaller than that of the first pressure gauge 35 .
10、将试压管线与试压接头31连接,对本端进行打压作业,打压值分别为2MPa、5MPa、8MPa、10MPa、15MPa和20MPa,每组打压完毕之后均维持压力状态15分钟,在打压及压力维持的全过程中,详细记录第一压力表35与第二压力表44的压力数据,重点记录第二压力表44在此过程中是否有变化;10. Connect the pressure test pipeline to the pressure test joint 31, and perform pressure work on this end. The pressure values are 2MPa, 5MPa, 8MPa, 10MPa, 15MPa and 20MPa respectively. After each group of pressure is completed, the pressure state is maintained for 15 minutes. During the pressure and During the entire process of maintaining pressure, record the pressure data of the first pressure gauge 35 and the second pressure gauge 44 in detail, focusing on recording whether there is any change in the second pressure gauge 44 during this process;
11、试压完成后,拆卸,再次测量固井水泥环5的两端分别距内管1的两端的距离,并在外管2上标记试压完成后的固井水泥环5两端的实际位置,观察外管2上标记的实际位置相对初始位置的变化情况。11. After the pressure test is completed, disassemble it, measure the distance between the two ends of the cement ring 5 and the two ends of the inner pipe 1 again, and mark the actual positions of the two ends of the cement ring 5 after the pressure test is completed on the outer pipe 2. Observe the change of the actual position of the mark on outer tube 2 relative to the initial position.
在本发明中,更换不同偏心距离的第一挡板62与第二挡板63,按照步骤1~11继续开展测试,从而可以模拟现场套管不居中情况下待测试水泥浆的胶结性能。In the present invention, the first baffle 62 and the second baffle 63 with different eccentric distances are replaced, and the test is continued according to steps 1 to 11, thereby simulating the cementation performance of the cement slurry to be tested when the on-site casing is not centered.
在本发明中,更换不同内径的外管2,按照步骤1~11继续开展测试,从而可以模拟现场套管与地层间的环空间隙不同大小情况下待测试水泥浆的胶结性能。In the present invention, outer pipes 2 with different inner diameters are replaced and the test is continued according to steps 1 to 11, thereby simulating the cementation performance of the cement slurry to be tested under the condition of different sizes of annulus gaps between the on-site casing and the formation.
最后,分析各组数据结果,在打压及压力维持的全过程中,若第二压力表44没有压力变化,则可以认为此种固井水泥浆的固结效果较好,在当前的实验条件下其胶结强度满足要求。Finally, after analyzing each set of data results, during the entire process of pressing and maintaining pressure, if there is no pressure change on the second pressure gauge 44, it can be considered that the cementing effect of this cementing cement slurry is better. Under the current experimental conditions Its bonding strength meets the requirements.
本发明的有益效果如下:The beneficial effects of the present invention are as follows:
(1)本测试装置可开展重复多次的模拟实验,且方便后续的拆装、维修与改造;(1) This test device can carry out repeated simulation experiments many times and facilitates subsequent disassembly, repair and modification;
(2)本测试装置测试精度高,可以快速准确的为现场筛选出符合要求的固井水泥浆;(2) This testing device has high testing accuracy and can quickly and accurately screen out the cement slurry that meets the requirements on site;
(3)本测试装置结构较简单,成本低廉,方便使用;(3) This test device has a simple structure, low cost and is easy to use;
(4)本测试装置可以结合现场实际情况,模拟套管偏心情况下的固井水泥浆的胶结性能。(4) This test device can combine the actual conditions on site to simulate the cementing performance of cement slurry under the condition of casing eccentricity.
实施方式二Embodiment 2
如图1至图8所示,本发明还提供了一种模拟井下固井水泥环综合性能的测试方法,其采用如上所述的模拟井下固井水泥环综合性能的测试装置,所述模拟井下固井水泥环综合性能的测试方法包括如下步骤:As shown in Figures 1 to 8, the present invention also provides a testing method for simulating the comprehensive performance of underground cement sheaths, which uses the above-mentioned testing device for simulating the comprehensive performance of underground cement sheaths. The testing method for the comprehensive performance of the cement sheath includes the following steps:
步骤S1:测量所述固井水泥环5的两端分别距所述内管1的两端的距离,并在所述外管2上标记所述固井水泥环5两端的初始位置;Step S1: Measure the distances between the two ends of the cement ring 5 and the two ends of the inner pipe 1, and mark the initial positions of the two ends of the cement ring 5 on the outer pipe 2;
步骤S2:通过所述第一外盲堵3上的所述试压接头31向所述外管2内注入液体介质;Step S2: Inject liquid medium into the outer tube 2 through the pressure test joint 31 on the first outer blind plug 3;
步骤S3:试压完成后,再次测量所述固井水泥环5的两端分别距所述内管1的两端的距离,并在所述外管2上标记试压完成后的所述固井水泥环5两端的实际位置,观察所述外管2上标记的所述实际位置相对所述初始位置的变化情况。Step S3: After the pressure test is completed, measure the distance between the two ends of the cement ring 5 and the two ends of the inner pipe 1 again, and mark the cementing after the pressure test is completed on the outer pipe 2 Check the actual positions of both ends of the cement ring 5 and observe the changes in the actual positions marked on the outer pipe 2 relative to the initial position.
本实施方式中所述的具体实验步骤已在实施方式一中具体描述,在此不再赘述。The specific experimental steps described in this embodiment have been specifically described in Embodiment 1 and will not be repeated here.
本发明的模拟井下固井水泥环综合性能的测试方法,可以测试不同水泥浆体系、不同环空间隙以及管柱偏心情况下固井水泥环的胶结强度大小,可以非常方便且准确的测量油气井固井水泥浆的胶结性能,以为现场的固井作业提供理论指导。The present invention's testing method for simulating the comprehensive performance of downhole cement sheaths can test the bonding strength of cement sheaths under different cement slurry systems, different annulus gaps, and pipe string eccentricity, and can be very convenient and accurate for measuring oil and gas wells. The cementing properties of cement slurry provide theoretical guidance for on-site cementing operations.
以上所述仅为本发明的几个实施例,本领域的技术人员依据申请文件公开的内容可以对本发明实施例进行各种改动或变型而不脱离本发明的精神和范围。The above are only a few embodiments of the present invention. Those skilled in the art can make various changes or modifications to the embodiments of the present invention based on the disclosure of the application documents without departing from the spirit and scope of the present invention.
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