CN108318346B - Borehole collapse pressure testing device - Google Patents

Borehole collapse pressure testing device Download PDF

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CN108318346B
CN108318346B CN201810377130.5A CN201810377130A CN108318346B CN 108318346 B CN108318346 B CN 108318346B CN 201810377130 A CN201810377130 A CN 201810377130A CN 108318346 B CN108318346 B CN 108318346B
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probe
seepage
pressure
plug
rock
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CN108318346A (en
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杨进
宋宇
李磊
侯泽宁
陈孝亮
张百灵
王俊翔
杨育铭
张灿
张天伟
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China University of Petroleum Beijing
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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
    • G01N3/10Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12Pressure testing
    • 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
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0019Compressive
    • 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
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0676Force, weight, load, energy, speed or acceleration

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
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Abstract

The invention discloses a borehole collapse pressure testing device, which comprises a pressure kettle; a diversion plug; an axial thrust mechanism; the displacement control mechanism can move along the radial direction relative to the rigid barrel, one end of the displacement control mechanism is positioned in the pressure cavity, and the other end of the displacement control mechanism is arranged on the elastic barrel; the temperature control mechanism is used for controlling the temperature in the elastic barrel; the infrared measurement mechanism comprises a first probe arranged on the lower side of the first light transmission part and a second probe arranged on the upper side of the second light transmission part and longitudinally corresponding to the first probe, and the first probe and the second probe can synchronously move along the horizontal direction; and an inclination angle control device. The technology can monitor the mechanical and displacement information in the rock uniaxial loading test, the rock triaxial mechanical test, the rock creep mechanical test, the rock temperature-change stress loading test and other tests around the well bore.

Description

井眼坍塌压力测试装置Wellbore Collapse Pressure Test Device

技术领域Technical field

本发明涉及岩石力学实验领域,尤其涉及一种井眼坍塌压力测试装置。The invention relates to the field of rock mechanics experiments, and in particular to a wellbore collapse pressure testing device.

背景技术Background technique

随着油气开发的深入,钻井垂直深度已接近万米,不同井型裸眼井段长度不断增加,深层岩石的温度环境发生显著增加,在高温井钻井过程中深层井壁岩石温度甚至可达350℃以上,岩石温度的变化导致岩石的结构和力学特性会发生变化,因此准确了解温度变化对岩石力学特性和损伤破环机理的影响规律,判别和预测井壁强度,特别是高温状态下井壁稳定性对安全钻井工程具有重要的现实意义。With the deepening of oil and gas development, the vertical depth of drilling has approached 10,000 meters, the length of open hole sections of different well types has continued to increase, and the temperature environment of deep rocks has increased significantly. During the drilling process of high-temperature wells, the temperature of deep well wall rocks can even reach 350°C. As mentioned above, changes in rock temperature will cause changes in the structure and mechanical properties of rock. Therefore, it is necessary to accurately understand the influence of temperature changes on rock mechanical properties and damage and destruction mechanisms, and to identify and predict the strength of the well wall, especially the stability of the well wall under high temperature conditions. It has important practical significance for safe drilling engineering.

坍塌压力测量的方法较多,如室内测定、利用差分法计算、有限元预测等,但大多不是用于油田深部地层,尤其对于深层埋深高温地层目前还没有一种完善且连续的测试方法,主要原因如下:1、对于浅部低温地层,采用传统的机械测试方式能够满足岩石的物性参数的测定,且方法成熟,数据获取直接通常采用单轴、三轴等机械测试方法;2、随着高温高压井的开发,高温度、高压力共同作用对岩石物性参数的影响加剧,单一的温度或围压环境模拟已经不能精确模拟所需环境;3、将温度、围压同光学测试集成形成一套完整的测试系统,在压力腔、光学探头等环节都需要较高的集成度。There are many methods for measuring collapse pressure, such as indoor measurement, differential method calculation, finite element prediction, etc., but most of them are not used in deep formations in oil fields. Especially for deep buried high-temperature formations, there is currently no perfect and continuous testing method. The main reasons are as follows: 1. For shallow low-temperature formations, the traditional mechanical testing method can meet the determination of rock physical parameters, and the method is mature, and data acquisition is direct, usually using uniaxial, triaxial and other mechanical testing methods; 2. With the With the development of high-temperature and high-pressure wells, the combined effects of high temperature and high pressure on rock physical parameters have intensified. Single temperature or confining pressure environment simulation can no longer accurately simulate the required environment; 3. Integrate temperature, confining pressure and optical testing to form an integrated system. A complete test system requires a high degree of integration in the pressure chamber, optical probe and other aspects.

因此,因此研究一套经济简捷的室内测量方法及装置是解决深层高温井钻井井壁稳定力学研究的当务之急。Therefore, it is urgent to study a set of economical and simple indoor measurement methods and devices to solve the mechanical research of wellbore stability in deep high-temperature well drilling.

发明内容Contents of the invention

为了克服现有技术的上述缺陷,本发明所要解决的技术问题是提供一种井眼坍塌压力测试装置,该结构简单直观,操作简便,可以实现温变状态下不同井型井眼力学实验过程中光学信号的同步采集,并实现信号的识别处理和蠕变位移的跟踪测试,进而得到井眼岩石温度对坍塌压力的具体位移信息。In order to overcome the above-mentioned defects of the prior art, the technical problem to be solved by the present invention is to provide a wellbore collapse pressure testing device, which has a simple and intuitive structure, is easy to operate, and can realize the wellbore mechanical experiments of different well types under temperature changes. Synchronous acquisition of optical signals, and implementation of signal identification processing and creep displacement tracking testing, thereby obtaining specific displacement information on the collapse pressure of the wellbore rock temperature.

本发明的具体技术方案是:一种井眼坍塌压力测试装置,包括:The specific technical solution of the present invention is: a wellbore collapse pressure testing device, including:

压力釜,所述压力釜包括压力腔以及测试腔,所述测试腔包括位于所述压力腔内的刚性桶以及位于所述刚性桶内并能沿径向发生形变的弹性桶;Pressure kettle, the pressure kettle includes a pressure chamber and a test chamber, the test chamber includes a rigid barrel located in the pressure chamber and an elastic barrel located in the rigid barrel and capable of deforming in the radial direction;

导流堵头,所述导流堵头设置在所述弹性桶内的下部,以供岩石容置,所述导流堵头具有第一透光部;A diversion plug, the diversion plug is arranged at the lower part of the elastic barrel for rock accommodation, and the diversion plug has a first light-transmitting part;

轴向推力机构,所述轴向推力机构相对所述导流堵头位于岩石的上侧,所述轴向推力机构能相对所述压力釜运动,所述轴向推力机构位于压力釜内的一端设置有能与所述压力腔和所述测试腔接合的导流机构,所述导流机构包括能在其与所述压力腔和所述测试腔接合时将所述压力腔和所述弹性桶之间连通的渗流通道,所述导流机构具有第二透光部;An axial thrust mechanism is located on the upper side of the rock relative to the diversion plug. The axial thrust mechanism can move relative to the pressure kettle. The axial thrust mechanism is located at one end of the pressure kettle. A flow guide mechanism capable of engaging with the pressure chamber and the test chamber is provided. The flow guide mechanism includes a guide mechanism that can connect the pressure chamber and the elastic barrel when it is joined with the pressure chamber and the test chamber. There are seepage channels connected between them, and the flow guide mechanism has a second light-transmitting part;

位移控制机构,所述位移控制机构能相对所述刚性桶沿径向移动,所述位移控制机构的一端位于所述压力腔内,所述位移控制机构的另一端设置在所述弹性桶上;A displacement control mechanism that can move in a radial direction relative to the rigid barrel, one end of the displacement control mechanism is located in the pressure chamber, and the other end of the displacement control mechanism is provided on the elastic barrel;

温度控制机构,所述温度控制机构用于对所述弹性桶内的温度进行控制;A temperature control mechanism, the temperature control mechanism is used to control the temperature in the elastic barrel;

红外测量机构,所述红外测量机构包括设置在所述第一透光部下侧的第一探头和设置在所述第二透光部上侧并与所述第一探头沿纵向对应的第二探头,所述第一探头和所述第二探头能沿水平方向同步运动;Infrared measurement mechanism, the infrared measurement mechanism includes a first probe disposed on the lower side of the first translucent part and a second probe disposed on the upper side of the second translucent part and longitudinally corresponding to the first probe. , the first probe and the second probe can move synchronously in the horizontal direction;

倾角控制装置,所述倾角控制装置能使所述压力釜转动,以使所述压力釜相对水平面呈夹角。An inclination angle control device can rotate the pressure kettle so that the pressure kettle forms an angle relative to the horizontal plane.

优选地,所述压力釜包括上盖,所述轴向推力机构包括轴向加载装置、能与所述轴向加载装置传动连接并穿设在所述上盖上的推力杆,所述推力杆位于所述压力釜内的一端固定设置有与所述上盖密封的密封盖板,所述导流机构包括能与所述弹性桶配合并具有渗流通道的渗流堵头、设置在所述渗流堵头上的渗流接口,所述渗流接口的导流槽与所述渗流堵头的渗流通道连通,所述渗流通道与弹性桶内腔连通,所述导流槽与压力腔连通。Preferably, the pressure kettle includes an upper cover, and the axial thrust mechanism includes an axial loading device and a thrust rod that is driveably connected to the axial loading device and penetrates the upper cover. The thrust rod One end located in the pressure kettle is fixedly provided with a sealing cover plate sealed with the upper cover. The flow guide mechanism includes a seepage plug that can cooperate with the elastic barrel and has a seepage channel. There is a seepage interface on the head, the guide groove of the seepage interface is connected with the seepage channel of the seepage plug, the seepage channel is connected with the inner cavity of the elastic barrel, and the guide groove is connected with the pressure chamber.

优选地,所述渗流堵头在其背离岩石的一侧设置有保护罩,所述保护罩罩设在所述第一探头或第二探头外。Preferably, the seepage plug is provided with a protective cover on its side away from the rock, and the protective cover is provided outside the first probe or the second probe.

优选地,所述压力腔具有底壁,所述底壁上设置有与所述压力腔连通的导液塞,所述导流管穿设在所述底壁上。Preferably, the pressure chamber has a bottom wall, a liquid guide plug communicating with the pressure chamber is provided on the bottom wall, and the guide tube is disposed on the bottom wall.

优选地,所述温度控制机构包括自所述导流堵头向上延伸的加热器。Preferably, the temperature control mechanism includes a heater extending upward from the flow guide plug.

优选地,所述导流堵头与所述底壁之间具有密封腔室,所述第一探头或第二探头设置在所述密封腔室内。Preferably, there is a sealed chamber between the flow guide plug and the bottom wall, and the first probe or the second probe is disposed in the sealed chamber.

优选地,所述渗流接口在其朝向岩石的一侧设置有多个沿圆周方向排布的导流槽,各个所述导流槽与渗流通道连通。Preferably, the seepage interface is provided with a plurality of guide grooves arranged in the circumferential direction on its side facing the rock, and each of the guide grooves is connected to the seepage channel.

优选地,包括控制单元,所述控制单元用于对轴向推力机构、位移控制机构、温度控制机构、红外测量机构进行控制。Preferably, it includes a control unit, which is used to control the axial thrust mechanism, displacement control mechanism, temperature control mechanism, and infrared measurement mechanism.

优选地,所述第二透光部沿径向位于所述渗流堵头和所述渗流接口之间。Preferably, the second light-transmitting part is located radially between the seepage plug and the seepage interface.

本发明的优点:弥补现有岩石力学特性测试装置无法测量岩石变温对强度影响的不足,填补井眼坍塌压力测试的空白,创新研发一种测试岩石在不同温度变化下的坍塌压力测试装置,测试温度对高压岩石强度的影响,特别是对井眼周围岩石坍塌压力的影响,进而预测和评价井下井壁强度,为油气深井、超深井和高温井的井壁稳定预测提供指导依据。该技术可监测井眼周围岩石单轴加载试验、岩石三轴力学试验、岩石蠕变力学试验、岩石温变应力加载试验等试验中的力学和位移信息。The advantages of this invention: it makes up for the shortcomings of the existing rock mechanical properties testing device that cannot measure the impact of rock temperature changes on strength, fills the gap in wellbore collapse pressure testing, and innovatively develops a testing device for testing the collapse pressure of rocks under different temperature changes. The influence of temperature on the strength of high-pressure rocks, especially the impact on the collapse pressure of rocks around the wellbore, can then be used to predict and evaluate the strength of downhole wellbore, providing guidance for the prediction of wellbore stability in deep oil and gas wells, ultra-deep wells and high-temperature wells. This technology can monitor the mechanics and displacement information in uniaxial rock loading tests, rock triaxial mechanical tests, rock creep mechanical tests, rock temperature change stress loading tests and other tests around the wellbore.

附图说明Description of drawings

在此描述的附图仅用于解释目的,而不意图以任何方式来限制本发明公开的范围。另外,图中的各部件的形状和比例尺寸等仅为示意性的,用于帮助对本发明的理解,并不是具体限定本发明各部件的形状和比例尺寸。本领域的技术人员在本发明的教导下,可以根据具体情况选择各种可能的形状和比例尺寸来实施本发明。The drawings described herein are for illustrative purposes only and are not intended to limit the scope of the present disclosure in any way. In addition, the shapes and proportional dimensions of each component in the figures are only schematic and are used to help the understanding of the present invention, and are not intended to specifically limit the shapes and proportional dimensions of each component of the present invention. Under the teaching of the present invention, those skilled in the art can select various possible shapes and proportional sizes according to specific circumstances to implement the present invention.

图1为根据本发明实施例的井眼坍塌压力测试装置的结构示意图。Figure 1 is a schematic structural diagram of a wellbore collapse pressure testing device according to an embodiment of the present invention.

图2为轴向推力机构的仰视图;Figure 2 is a bottom view of the axial thrust mechanism;

图3为图2的截面示意图;Figure 3 is a schematic cross-sectional view of Figure 2;

图4为压力釜的俯视图;Figure 4 is a top view of the pressure kettle;

图5为图4的剖视图;Figure 5 is a cross-sectional view of Figure 4;

图6为导向机构一部分的结构示意图。Figure 6 is a schematic structural diagram of a part of the guide mechanism.

图7为导向机构另一部分的结构示意图。Figure 7 is a schematic structural diagram of another part of the guide mechanism.

图8为岩石受力测试示意图。Figure 8 is a schematic diagram of rock stress testing.

以上附图的附图标记:1-压力釜;2-轴向推力机构;3-红外测量机构;4-导向机构;401-支座;402-导轨;403-探头夹持机构;404-电机;405-齿轮传动机构;5-倾角控制机构;51-法兰连接座;52-控制台底座;53-支撑杆;54-液压驱动装置;55-丝杠;56-液压控制箱;6-温度控制机构;7-控制单元;201-轴向加载装置;202-密封装置;203-上盖;204-渗流堵头;205-第二透光部;206-渗流接口;207-密封盖板;208-渗流通道;209-保护罩;301-第二探头;303-接口;101-压力腔;102-测试腔;103-位移控制机构;104-导流堵头;105-第一透光部;106-第一探头;107-导液塞;108-刚性桶;109-弹性桶;110-加热器。Reference signs in the above drawings: 1-pressure kettle; 2-axial thrust mechanism; 3-infrared measurement mechanism; 4-guide mechanism; 401-support; 402-guide rail; 403-probe clamping mechanism; 404-motor ; 405-Gear transmission mechanism; 5-Inclination control mechanism; 51-Flange connection seat; 52-Console base; 53-Support rod; 54-Hydraulic drive device; 55-Screw; 56-Hydraulic control box; 6- Temperature control mechanism; 7-control unit; 201-axial loading device; 202-sealing device; 203-upper cover; 204-seepage plug; 205-second light-transmitting part; 206-seepage interface; 207-sealing cover ; 208-seepage channel; 209-protective cover; 301-second probe; 303-interface; 101-pressure chamber; 102-test chamber; 103-displacement control mechanism; 104-diversion plug; 105-first light transmission 106-first probe; 107-liquid guide plug; 108-rigid barrel; 109-elastic barrel; 110-heater.

具体实施方式Detailed ways

结合附图和本发明具体实施方式的描述,能够更加清楚地了解本发明的细节。但是,在此描述的本发明的具体实施方式,仅用于解释本发明的目的,而不能以任何方式理解成是对本发明的限制。在本发明的教导下,技术人员可以构想基于本发明的任意可能的变形,这些都应被视为属于本发明的范围。The details of the present invention can be understood more clearly with reference to the accompanying drawings and the description of specific embodiments of the present invention. However, the specific embodiments of the present invention described here are only for the purpose of explaining the present invention and should not be construed as limiting the present invention in any way. Under the teachings of the present invention, skilled persons can conceive any possible modifications based on the present invention, and these should be regarded as belonging to the scope of the present invention.

参照图1、图2、图3、图4、图5、图6以及图7所示,本申请实施例中的井眼坍塌压力测试装置包括:压力釜1,所述压力釜1包括压力腔101以及测试腔102,所述测试腔102包括位于所述压力腔101内的刚性桶108以及位于所述刚性桶108内并能沿径向发生形变的弹性桶109;导流堵头104,所述导流堵头104设置在所述弹性桶109内的下部,以供岩石容置,所述导流堵头104具有第一透光部105;轴向推力机构2,所述轴向推力机构2相对所述导流堵头104位于岩石的上侧,所述轴向推力机构2能相对所述压力釜1运动,所述轴向推力机构2位于压力釜1内的一端设置有能与所述压力腔101和所述测试腔102接合的导流机构,所述导流机构包括能在所述渗流堵头204与所述压力腔101和所述测试腔102接合时将所述压力腔101和所述弹性桶109之间连通的渗流通道208,所述导流机构具有第二透光部205;位移控制机构103,所述位移控制机构103能相对所述刚性桶108沿径向移动,所述位移控制机构103的一端位于所述压力腔101内,所述位移控制机构103的另一端设置在所述弹性桶109上;温度控制机构6,所述温度控制机构6用于对所述弹性桶109内的温度进行控制;红外测量机构3,所述红外测量机构3包括设置在所述第一透光部105下侧的第一探头106和设置在所述第二透光部205上侧并与所述第一探头106沿纵向对应的第二探头301,所述第一探头106和所述第二探头301能沿水平方向同步运动。Referring to Figures 1, 2, 3, 4, 5, 6 and 7, the wellbore collapse pressure testing device in the embodiment of the present application includes: a pressure kettle 1, and the pressure kettle 1 includes a pressure chamber 101 and a test chamber 102. The test chamber 102 includes a rigid barrel 108 located in the pressure chamber 101 and an elastic barrel 109 located in the rigid barrel 108 and capable of deforming in the radial direction; a flow guide plug 104, so The flow guide plug 104 is arranged at the lower part of the elastic barrel 109 for rock accommodation. The flow guide plug 104 has a first light-transmitting part 105; an axial thrust mechanism 2, the axial thrust mechanism 2 is located on the upper side of the rock relative to the diversion plug 104, and the axial thrust mechanism 2 can move relative to the pressure kettle 1. One end of the axial thrust mechanism 2 located in the pressure kettle 1 is provided with a The flow guide mechanism for joining the pressure chamber 101 and the test chamber 102 includes a flow guide mechanism that can connect the pressure chamber 101 when the seepage plug 204 is joined to the pressure chamber 101 and the test chamber 102. The seepage channel 208 communicates with the elastic barrel 109, the flow guide mechanism has a second light-transmitting part 205; a displacement control mechanism 103, the displacement control mechanism 103 can move in the radial direction relative to the rigid barrel 108, One end of the displacement control mechanism 103 is located in the pressure chamber 101, and the other end of the displacement control mechanism 103 is provided on the elastic barrel 109; a temperature control mechanism 6 is used to control the The temperature in the elastic barrel 109 is controlled; the infrared measurement mechanism 3 includes a first probe 106 disposed on the lower side of the first translucent part 105 and a first probe 106 disposed on the second translucent part 205 The first probe 106 and the second probe 301 can move synchronously in the horizontal direction.

借由上述结构,自压力腔101进入的流体可以从渗流堵头204的渗流通道208进入弹性桶109,压力腔101内的流体可以通过位移控制机构103对弹性桶109提供径向的作用力,进入弹性桶109内的流体可以对岩石提供轴向的作用力,温度控制机构6可以根据温度传感器来对弹性桶109内的流体的温度进行控制,由此构建出了岩石的高温高压结构。并且,红外测量机构3还可以对弹性桶109内的岩石进行测量。With the above structure, the fluid entering from the pressure chamber 101 can enter the elastic barrel 109 from the seepage channel 208 of the seepage plug 204. The fluid in the pressure chamber 101 can provide radial force to the elastic barrel 109 through the displacement control mechanism 103. The fluid entering the elastic barrel 109 can provide axial force on the rock. The temperature control mechanism 6 can control the temperature of the fluid in the elastic barrel 109 according to the temperature sensor, thereby constructing a high-temperature and high-pressure structure of the rock. Moreover, the infrared measuring mechanism 3 can also measure the rocks in the elastic barrel 109 .

参照图4和图5所示,具体的,压力釜1包括压力腔101和测试腔102。压力腔101具有顶壁和底壁。压力腔101的顶壁通过法兰连接上盖203。压力腔101的底壁通过法兰可以与倾角控制机构5连接。包括倾角控制装置,所述倾角控制装置能使所述压力釜1转动,以使所述压力釜1相对水平面呈夹角。具体的,倾角控制机构5包括法兰连接座51、控制台底座52、支撑杆53、液压驱动装置54(例如,千斤顶)、丝杠55、液压控制箱56,所述液压控制箱56能对液压驱动装置54控制使其伸长或收缩。法兰连接座51固定设置在压力腔101上。支撑杆53的一端固定设置在控制台底座52上,支撑杆53的另一端与法兰连接座51铰接。液压驱动装置54能使法兰连接座51带动压力腔101相对支撑杆53旋转,从而与水平面形成夹角。丝杠55设置在法兰连接座51和控制台底座52之间,用于在液压驱动装置54运行到预定位置时,将压力腔101固定。压力腔101的底壁上还设置有与所述压力腔101连通的导液塞107。Referring to FIGS. 4 and 5 , specifically, the pressure kettle 1 includes a pressure chamber 101 and a test chamber 102 . Pressure chamber 101 has a top wall and a bottom wall. The top wall of the pressure chamber 101 is connected to the upper cover 203 through a flange. The bottom wall of the pressure chamber 101 can be connected to the inclination angle control mechanism 5 through a flange. It includes an inclination angle control device that can rotate the pressure kettle 1 so that the pressure kettle 1 forms an angle relative to the horizontal plane. Specifically, the tilt angle control mechanism 5 includes a flange connection seat 51, a console base 52, a support rod 53, a hydraulic drive device 54 (for example, a jack), a screw 55, and a hydraulic control box 56. The hydraulic control box 56 can control The hydraulic drive device 54 controls its expansion or contraction. The flange connection seat 51 is fixedly installed on the pressure chamber 101 . One end of the support rod 53 is fixedly mounted on the console base 52 , and the other end of the support rod 53 is hingedly connected to the flange connection seat 51 . The hydraulic drive device 54 can cause the flange connection seat 51 to drive the pressure chamber 101 to rotate relative to the support rod 53 to form an angle with the horizontal plane. The screw 55 is provided between the flange connection seat 51 and the console base 52, and is used to fix the pressure chamber 101 when the hydraulic drive device 54 moves to a predetermined position. A liquid guide plug 107 communicating with the pressure chamber 101 is also provided on the bottom wall of the pressure chamber 101 .

测试腔102位于压力腔101内。测试腔102包括位于外侧的刚性桶108(例如,由钢结构制成)和位于内侧的弹性桶109(例如,由高变形金属制成)。其中,刚性桶108通过销钉固定在压力腔101的底壁上。弹性桶109可以沿径向发生形变。The test chamber 102 is located in the pressure chamber 101 . The test chamber 102 includes a rigid barrel 108 on the outside (e.g., made of a steel structure) and an elastic barrel 109 on the inside (e.g., made of a highly deformable metal). Among them, the rigid barrel 108 is fixed on the bottom wall of the pressure chamber 101 through pins. The elastic barrel 109 can deform in the radial direction.

在弹性桶109的下部设置有导流堵头104。岩石可以放置在导流堵头104上,并位于弹性桶109内。所述导流堵头104和所述底壁上设置有与弹性桶109连通的导流管。所述导流管可以将弹性桶109内的流体排出。A flow guide plug 104 is provided at the lower part of the elastic barrel 109 . Rocks can be placed on the diversion plug 104 and located within the elastic barrel 109 . A flow guide tube connected with the elastic barrel 109 is provided on the flow guide plug 104 and the bottom wall. The guide tube can discharge the fluid in the elastic barrel 109 .

参照图1所示,所述位移控制机构103能相对所述刚性桶108沿径向移动,所述位移控制机构103的一端位于所述压力腔101内,所述位移控制机构103的另一端设置在所述弹性桶109上。位于压力腔101内的流体可以通过位移控制机构103来对弹性桶109产生径向的作用力,从而使弹性桶109产生沿径向的变形。所述位移控制机构103还包括能检测弹性桶109沿径向发生形变量的位移传感器。Referring to Figure 1, the displacement control mechanism 103 can move in the radial direction relative to the rigid barrel 108. One end of the displacement control mechanism 103 is located in the pressure chamber 101, and the other end of the displacement control mechanism 103 is provided on the elastic barrel 109. The fluid located in the pressure chamber 101 can exert a radial force on the elastic barrel 109 through the displacement control mechanism 103, thereby causing the elastic barrel 109 to deform in the radial direction. The displacement control mechanism 103 also includes a displacement sensor capable of detecting the deformation amount of the elastic barrel 109 along the radial direction.

参照图2和图3所示,所述轴向推力机构2包括轴向加载装置201、能与所述轴向加载装置201传动连接并穿设在所述上盖203上的推力杆,所述推力杆位于所述压力釜1内的一端固定设置有与所述上盖203密封的密封盖板207,所述导流机构包括渗流堵头204和渗流接口206。渗流堵头204通过螺栓连接渗流接口206,渗流接口206通过螺栓固定在密封盖板207上。所述推力杆上设置有能使上盖203密封的密封装置202。Referring to Figures 2 and 3, the axial thrust mechanism 2 includes an axial loading device 201 and a thrust rod that can be transmission connected with the axial loading device 201 and penetrated on the upper cover 203. One end of the thrust rod located in the pressure kettle 1 is fixedly provided with a sealing cover plate 207 that seals with the upper cover 203 . The flow guide mechanism includes a seepage plug 204 and a seepage interface 206 . The seepage plug 204 is connected to the seepage interface 206 through bolts, and the seepage interface 206 is fixed on the sealing cover 207 through bolts. The thrust rod is provided with a sealing device 202 that can seal the upper cover 203.

渗流接口206能与压力腔101的上部配合密封,渗流堵头204能与弹性桶109的上部密封配合。所述渗流接口206在其朝向岩石的一侧设置有多个沿圆周方向排布的导流槽,各个所述导流槽与渗流通道208连通。所述渗流通道208与弹性桶109内腔连通,所述导流槽与压力腔101连通。所述轴向推力机构2的推力杆能相对所述压力釜1运动,使所述压力腔101和所述弹性桶109连通。The seepage interface 206 can be sealed with the upper part of the pressure chamber 101, and the seepage plug 204 can be sealed with the upper part of the elastic barrel 109. The seepage interface 206 is provided with a plurality of guide grooves arranged in the circumferential direction on its side facing the rock, and each of the guide grooves is connected to the seepage channel 208 . The seepage channel 208 is connected to the inner cavity of the elastic barrel 109 , and the flow guide groove is connected to the pressure chamber 101 . The thrust rod of the axial thrust mechanism 2 can move relative to the pressure kettle 1 so that the pressure chamber 101 and the elastic barrel 109 are connected.

参照图1所示,在本实施方式中,所述温度控制机构6可以包括自所述导流堵头104向上延伸的加热器110、温度传感器、温度显示器、信号输出接口303、电阻控制阀等。可通过调节电阻控制阀,控制弹性桶109内部流体的温度。本申请实施例的温度控制机构6还包括安装于轴向推力机构2的渗流通道208内的温度传感器。控制单元7分别与信号输出接口303和温度显示器连接,控制电阻控制阀位置,调节加热电阻的大小,存储温度数据,显示当前温度值。Referring to FIG. 1 , in this embodiment, the temperature control mechanism 6 may include a heater 110 extending upward from the flow guide plug 104 , a temperature sensor, a temperature display, a signal output interface 303 , a resistance control valve, etc. . The temperature of the fluid inside the elastic barrel 109 can be controlled by adjusting the resistance control valve. The temperature control mechanism 6 in the embodiment of the present application also includes a temperature sensor installed in the seepage channel 208 of the axial thrust mechanism 2 . The control unit 7 is connected to the signal output interface 303 and the temperature display respectively, controls the position of the resistance control valve, adjusts the size of the heating resistor, stores temperature data, and displays the current temperature value.

在本实施方式中,所述渗流堵头204在其背离岩石的一侧设置有保护罩209,所述保护罩209罩设在所述红外测量机构3外。所述导流堵头104与所述底壁之间形成腔室,所述红外测量机构3设置在所述腔室内。In this embodiment, the seepage plug 204 is provided with a protective cover 209 on its side away from the rock, and the protective cover 209 is provided outside the infrared measurement mechanism 3 . A chamber is formed between the flow guide plug 104 and the bottom wall, and the infrared measurement mechanism 3 is disposed in the chamber.

参照图1所示,第一探头106设置在第一透光部105的下侧。第二探头301设置在第二透光部205的上侧。其中,第一探头106和第二探头301沿纵向对应设置。在本实施方式中,第一探头106和第二探头301各为四个。当然的,在其他可选的实施方式中,第一探头106和第二探头301的数量可以为其他对应个。Referring to FIG. 1 , the first probe 106 is disposed on the lower side of the first light-transmitting part 105 . The second probe 301 is provided on the upper side of the second light-transmitting part 205 . Among them, the first probe 106 and the second probe 301 are arranged correspondingly along the longitudinal direction. In this embodiment, there are four first probes 106 and four second probes 301 respectively. Of course, in other optional implementations, the number of the first probe 106 and the second probe 301 may be other corresponding ones.

参照图6和图7所示,所述红外测量机构3还包括导向机构4,导向机构4包括导轨402、能沿导轨402的延伸方向移动地设置在所述导轨402上的探头夹持机构403、具有输出轴的电机404,探头夹持机构403可以夹持住第一探头106或第二探头301,电机404的输出轴和探头夹持机构403通过齿轮传动机构405能够啮合,从而带动第一探头106或第二探头301沿导轨402移动。优选地,各个所述导轨402可以设置在一个呈环形的支座401上。Referring to Figures 6 and 7, the infrared measurement mechanism 3 also includes a guide mechanism 4. The guide mechanism 4 includes a guide rail 402 and a probe clamping mechanism 403 movably disposed on the guide rail 402 along the extension direction of the guide rail 402. , a motor 404 with an output shaft, the probe clamping mechanism 403 can clamp the first probe 106 or the second probe 301, the output shaft of the motor 404 and the probe clamping mechanism 403 can mesh through the gear transmission mechanism 405, thereby driving the first probe 106 or the second probe 301. The probe 106 or the second probe 301 moves along the guide rail 402 . Preferably, each of the guide rails 402 can be arranged on an annular support 401.

本申请实施例还包括控制单元7,所述控制单元7用于对轴向推力机构2、位移控制机构103、温度控制机构6、红外测量机构3进行控制。具体的,所述控制单元7包括信号接收及转换组块、计算机、处理软件,可实施测试过程中温度、压力、位移、红外探头和倾角的测量和控制。The embodiment of the present application also includes a control unit 7 , which is used to control the axial thrust mechanism 2 , the displacement control mechanism 103 , the temperature control mechanism 6 , and the infrared measurement mechanism 3 . Specifically, the control unit 7 includes a signal receiving and conversion module, a computer, and processing software, which can implement measurement and control of temperature, pressure, displacement, infrared probe, and inclination during the test process.

本发明的目的及解决其技术问题可采用以下技术措施进一步实现。The purpose of the present invention and solving its technical problems can be further achieved by adopting the following technical measures.

其中,测试探头径向位移控制装置分部于岩石力学压力腔101和轴向推力机构2内,测试探头径向位移控制装置内的齿轮传动系统发生同步位移,每个测试探头径向位移控制装置上安装4个(不限于4个)红外线探头。Among them, the test probe radial displacement control device is divided into the rock mechanics pressure chamber 101 and the axial thrust mechanism 2. The gear transmission system in the test probe radial displacement control device undergoes synchronous displacement. Each test probe radial displacement control device Install 4 (not limited to 4) infrared probes on it.

其中,整个测试装置为密封容器,储液罐内介质不限于水。Among them, the entire test device is a sealed container, and the medium in the liquid storage tank is not limited to water.

本发明是通过以下技术方案实现的:The present invention is achieved through the following technical solutions:

一种测试岩石在不同温度变化下的坍塌压力测试方法,其步骤是:A method for testing the collapse pressure of rocks under different temperature changes. The steps are:

步骤1:井眼岩石按照测试腔102的安装尺寸制作成圆环状,安装于测试腔102内部,测试腔102底端安装有玻璃底板、渗流堵头204、测试探头径向位移控制装置、红外线接收探头和加热系统;轴向推力机构2下端安装有渗流堵头204和玻璃盖板,红外线发射探头径向位移控制装置、红外线发射探头和温度测试探头固定在玻璃盖板和上盖203组成的密封区域内;测试探头径向位移控制装置可实现红外线测试探头沿岩石压力腔101径向方向移动,测试探头径向位移控制装置与红外线测试压头通过螺栓连接;轴向推力机构2可施加轴向推力,并产生轴向位移;测试腔102采用膨胀材料,可传递压力腔101液体压力,对测试腔102产生轴向压力;岩石力学实验机密封底座通过法兰安装于倾角控制台上,实现不同井眼倾角的测试要求;Step 1: The wellbore rock is made into a ring shape according to the installation dimensions of the test chamber 102, and installed inside the test chamber 102. The bottom end of the test chamber 102 is equipped with a glass bottom plate, a seepage plug 204, a test probe radial displacement control device, and an infrared ray. Receiving probe and heating system; the lower end of the axial thrust mechanism 2 is equipped with a seepage plug 204 and a glass cover. The infrared transmitting probe radial displacement control device, the infrared transmitting probe and the temperature test probe are fixed on the glass cover and the upper cover 203. In the sealed area; the test probe radial displacement control device can realize the movement of the infrared test probe along the radial direction of the rock pressure chamber 101, and the test probe radial displacement control device and the infrared test pressure head are connected through bolts; the axial thrust mechanism 2 can exert an axial thrust and generate axial displacement; the test chamber 102 is made of expansion material, which can transmit the liquid pressure of the pressure chamber 101 and generate axial pressure on the test chamber 102; the sealing base of the rock mechanics experimental machine is installed on the inclination console through a flange to achieve Testing requirements for different wellbore inclination angles;

步骤2:调整红外线发射探头和接收探头的位置,满足红外线发射探头发出的红外线光束可以紧贴井眼岩石内环壁面,且不受到阻挡,红外线接收探头可以清晰地收到信号;Step 2: Adjust the positions of the infrared transmitting probe and the receiving probe so that the infrared beam emitted by the infrared transmitting probe can be close to the inner wall of the wellbore rock without being blocked, and the infrared receiving probe can clearly receive the signal;

步骤3:调整倾角控制台的倾斜角;调整温度测试及控制装置,加热储液罐内液体到达预定温度值,记录测试探头径向位移控制装置显示的径向位置X1;Step 3: Adjust the inclination angle of the inclination console; adjust the temperature testing and control device, heat the liquid in the liquid storage tank to the predetermined temperature value, and record the radial position X1 displayed by the radial displacement control device of the test probe;

步骤4:井眼岩石进行增压操作,通过进液泵将液体泵入导液塞107内,将压力腔101内压力增至预定压力,待上盖203内的温度测试探头达到稳定温度,记录测试探头径向位移控制装置显示的径向位置X2;Step 4: The wellbore rock is pressurized, and the liquid is pumped into the liquid guide plug 107 through the liquid inlet pump to increase the pressure in the pressure chamber 101 to a predetermined pressure. When the temperature test probe in the upper cover 203 reaches a stable temperature, record The radial position X2 displayed by the test probe radial displacement control device;

步骤5:调节岩石力学实验机压力腔101内部的内置加热器110加热内部介质,使测试腔102内温度达到预定温度T1,在整个过程中,红外线发射探头以时间激发周期T间隔激发,温度升高井眼岩石发生缩径,红外线接收探头被阻挡无信号,上下两空腔密封压头内的测试探头径向位移控制装置发生自动调节同步调节,向井眼中心方向移动,每次移动位移ΔS,第I次移动后,红外线接收探头接收到红外线信号,停止移动,记录位移S1=I·ΔS;继续加热,同样记录位移S2,S3,…,SN。Step 5: Adjust the built-in heater 110 inside the pressure chamber 101 of the rock mechanics experimental machine to heat the internal medium so that the temperature in the test chamber 102 reaches the predetermined temperature T1. During the entire process, the infrared emission probe is excited at intervals of the time excitation period T, and the temperature rises. The diameter of the high-hole rock shrinks, and the infrared receiving probe is blocked and has no signal. The radial displacement control device of the test probe in the upper and lower cavity sealing heads automatically adjusts synchronously and moves toward the center of the wellbore. Each movement has a displacement ΔS. After I movement, the infrared receiving probe receives the infrared signal, stops moving, and records the displacement S1 = I·ΔS; continues heating, and also records the displacements S2, S3,..., SN.

本实施例提供的试验步骤如下:The test steps provided in this example are as follows:

(1)将井眼岩石按照测试需求制作成井眼的环形结构,放入岩石压力腔101内。(1) Make the wellbore rock into an annular structure of the wellbore according to the test requirements, and place it into the rock pressure chamber 101.

(2)将倾角控制台调制设定倾斜角度固定。(2) Adjust the tilt angle console to set a fixed tilt angle.

(3)将调节加热炉,加热出液管内介质至设定温度,打开围压进液系统。(3) Adjust the heating furnace, heat the medium in the liquid outlet pipe to the set temperature, and open the confining pressure liquid inlet system.

(4)通过数据的同步采集和处理系统调整测试探头径向位移控制装置上红外线探头的位置,保证红外射线不被岩石侧壁阻挡,且紧贴岩石侧壁,记录探头位置。(4) Adjust the position of the infrared probe on the radial displacement control device of the test probe through the synchronous data acquisition and processing system to ensure that the infrared rays are not blocked by the rock side wall and are close to the rock side wall, and record the probe position.

(5)进行加压。(5) Pressurize.

(6)同样,调整红外线探头的位置,保证红外射线不被岩石侧壁阻挡,且紧贴岩石侧壁,记录探头位置。(6) Similarly, adjust the position of the infrared probe to ensure that the infrared rays are not blocked by the rock side wall and are close to the rock side wall, and record the probe position.

(7)进行加热。(7) Heating.

(8)同样,调整红外线探头的位置,保证红外射线不被岩石侧壁阻挡,且紧贴岩石侧壁,记录探头位置。(8) Similarly, adjust the position of the infrared probe to ensure that the infrared rays are not blocked by the rock side wall and are close to the rock side wall, and record the probe position.

(9)实验结束后,放油。(9) After the experiment, drain the oil.

(10)打开三轴室,将装置拿出试验台,排出工程液体。(10) Open the triaxial chamber, take the device out of the test bench, and drain the engineering liquid.

参照图8所示,本发明的优点:弥补现有岩石力学特性测试装置无法测量岩石变温对强度影响的不足,填补井眼坍塌压力测试的空白,创新研发一种测试岩石在不同温度变化下的坍塌压力测试装置,测试温度对高压岩石强度的影响,特别是对井眼周围岩石坍塌压力的影响,进而预测和评价井下井壁强度,为油气深井、超深井和高温井的井壁稳定预测提供指导依据。该技术可监测井眼周围岩石单轴加载试验、岩石三轴力学试验、岩石蠕变力学试验、岩石温变应力加载试验等试验中的力学和位移信息。Referring to Figure 8, the advantages of the present invention are: to make up for the shortcomings of the existing rock mechanical properties testing device that cannot measure the impact of rock temperature changes on strength, to fill the gap in wellbore collapse pressure testing, and to innovatively develop a method to test the strength of rocks under different temperature changes. Collapse pressure testing device, tests the effect of temperature on the strength of high-pressure rock, especially the impact on the collapse pressure of rocks around the wellbore, and then predicts and evaluates the strength of downhole well walls, providing predictions for well wall stability in oil and gas deep wells, ultra-deep wells and high-temperature wells Guidance basis. This technology can monitor the mechanics and displacement information in uniaxial rock loading tests, rock triaxial mechanical tests, rock creep mechanical tests, rock temperature change stress loading tests and other tests around the wellbore.

本发明可以适用于恒温状态下岩石坍塌压力的同步监测,同时适用于钻井井眼周围岩石在不同温度和压力环境下的坍塌压力同步测量,同时适用于不同井型(直井、水平井、定向井)井眼周围岩石在不同温度和压力环境下的坍塌压力同步测量,能够解决高温高压状态下钻井井眼的稳定性预测。The invention can be applied to the synchronous monitoring of rock collapse pressure under a constant temperature state, and is also suitable for the synchronous measurement of the collapse pressure of rocks around the drilling wellbore under different temperature and pressure environments. It is also suitable for different well types (vertical wells, horizontal wells, directional wells). ) Simultaneous measurement of the collapse pressure of the rocks around the wellbore under different temperature and pressure environments can solve the problem of stability prediction of the drilling wellbore under high temperature and high pressure conditions.

本说明书中的各个实施例均采用递进的方式描述,每个实施例重点说明的都是与其他实施例的不同之处,各个实施例之间相同相似的部分互相参见即可。Each embodiment in this specification is described in a progressive manner. Each embodiment focuses on its differences from other embodiments. The same and similar parts between the various embodiments can be referred to each other.

上述实施例只为说明本发明的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本发明的内容并据以实施,并不能以此限制本发明的保护范围。凡根据本发明精神实质所作的等效变化或修饰,都应涵盖在本发明的保护范围之内。The above embodiments are only for illustrating the technical concepts and characteristics of the present invention. Their purpose is to enable those familiar with this technology to understand the content of the present invention and implement it accordingly. They cannot limit the scope of protection of the present invention. All equivalent changes or modifications made based on the spirit and essence of the present invention should be included in the protection scope of the present invention.

Claims (9)

1.一种井眼坍塌压力测试装置,其特征在于,包括:1. A wellbore collapse pressure testing device, characterized in that it includes: 压力釜,所述压力釜包括压力腔以及测试腔,所述测试腔包括位于所述压力腔内的刚性桶以及位于所述刚性桶内并能沿径向发生形变的弹性桶;Pressure kettle, the pressure kettle includes a pressure chamber and a test chamber, the test chamber includes a rigid barrel located in the pressure chamber and an elastic barrel located in the rigid barrel and capable of deforming in the radial direction; 导流堵头,所述导流堵头设置在所述弹性桶内的下部,以供岩石容置,所述导流堵头具有第一透光部;A diversion plug, the diversion plug is arranged at the lower part of the elastic barrel for rock accommodation, and the diversion plug has a first light-transmitting part; 轴向推力机构,所述轴向推力机构相对所述导流堵头位于岩石的上侧,所述轴向推力机构能相对所述压力釜运动,所述轴向推力机构位于压力釜内的一端设置有能与所述压力腔和所述测试腔接合的导流机构,所述导流机构包括能在其与所述压力腔和所述测试腔接合时将所述压力腔和所述弹性桶之间连通的渗流通道,所述导流机构具有第二透光部;An axial thrust mechanism is located on the upper side of the rock relative to the diversion plug. The axial thrust mechanism can move relative to the pressure kettle. The axial thrust mechanism is located at one end of the pressure kettle. A flow guide mechanism capable of engaging with the pressure chamber and the test chamber is provided. The flow guide mechanism includes a guide mechanism that can connect the pressure chamber and the elastic barrel when it is joined with the pressure chamber and the test chamber. There are seepage channels connected between them, and the flow guide mechanism has a second light-transmitting part; 位移控制机构,所述位移控制机构能相对所述刚性桶沿径向移动,所述位移控制机构的一端位于所述压力腔内,所述位移控制机构的另一端设置在所述弹性桶上;A displacement control mechanism that can move in a radial direction relative to the rigid barrel, one end of the displacement control mechanism is located in the pressure chamber, and the other end of the displacement control mechanism is provided on the elastic barrel; 温度控制机构,所述温度控制机构用于对所述弹性桶内的温度进行控制;A temperature control mechanism, the temperature control mechanism is used to control the temperature in the elastic barrel; 红外测量机构,所述红外测量机构包括设置在所述第一透光部下侧的第一探头和设置在所述第二透光部上侧并与所述第一探头沿纵向对应的第二探头,所述第一探头和所述第二探头能沿水平方向同步运动;Infrared measurement mechanism, the infrared measurement mechanism includes a first probe disposed on the lower side of the first translucent part and a second probe disposed on the upper side of the second translucent part and longitudinally corresponding to the first probe. , the first probe and the second probe can move synchronously in the horizontal direction; 倾角控制装置,所述倾角控制装置能使所述压力釜转动,以使所述压力釜相对水平面呈夹角。An inclination angle control device can rotate the pressure kettle so that the pressure kettle forms an angle relative to the horizontal plane. 2.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,所述压力釜包括上盖,所述轴向推力机构包括轴向加载装置、能与所述轴向加载装置传动连接并穿设在所述上盖上的推力杆,所述推力杆位于所述压力釜内的一端固定设置有与所述上盖密封的密封盖板,所述导流机构包括能与所述弹性桶配合并具有渗流通道的渗流堵头、设置在所述渗流堵头上的渗流接口,所述渗流接口的导流槽与所述渗流堵头的渗流通道连通,所述渗流通道与弹性桶内腔连通,所述导流槽与压力腔连通。2. The wellbore collapse pressure testing device according to claim 1, wherein the pressure kettle includes an upper cover, and the axial thrust mechanism includes an axial loading device and can be transmission connected with the axial loading device. and penetrates a thrust rod on the upper cover. One end of the thrust rod located in the pressure kettle is fixedly provided with a sealing cover plate that seals with the upper cover. The flow guide mechanism includes a sealing cover that can communicate with the elastic The barrel is matched with a seepage plug with a seepage channel and a seepage interface provided on the seepage plug. The guide groove of the seepage interface is connected to the seepage channel of the seepage plug. The seepage channel is connected to the inside of the elastic barrel. The cavity is connected, and the guide groove is connected with the pressure chamber. 3.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,所述轴向推力机构包括渗流堵头,所述渗流堵头在其背离岩石的一侧设置有保护罩,所述保护罩罩设在所述第二探头外。3. The wellbore collapse pressure testing device according to claim 1, wherein the axial thrust mechanism includes a seepage plug, and a protective cover is provided on the side of the seepage plug away from the rock, and the A protective cover is provided outside the second probe. 4.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,所述压力腔具有底壁,所述底壁上设置有与所述压力腔连通的导液塞,一导流管穿设在所述底壁上。4. The wellbore collapse pressure testing device according to claim 1, characterized in that the pressure chamber has a bottom wall, and a liquid guide plug connected to the pressure chamber and a guide tube are provided on the bottom wall. perforated on the bottom wall. 5.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,所述温度控制机构包括自所述导流堵头向上延伸的加热器。5. The wellbore collapse pressure testing device according to claim 1, wherein the temperature control mechanism includes a heater extending upward from the flow guide plug. 6.根据权利要求4所述的井眼坍塌压力测试装置,其特征在于,所述导流堵头与所述底壁之间具有密封腔室,所述第一探头设置在所述密封腔室内。6. The wellbore collapse pressure testing device according to claim 4, characterized in that there is a sealed chamber between the flow guide plug and the bottom wall, and the first probe is arranged in the sealed chamber. . 7.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,所述轴向推力机构包括渗流接口,所述渗流接口在其朝向岩石的一侧设置有多个沿圆周方向排布的导流槽,各个所述导流槽与渗流通道连通。7. The wellbore collapse pressure testing device according to claim 1, wherein the axial thrust mechanism includes a seepage interface, and the seepage interface is provided with a plurality of devices arranged in the circumferential direction on its side facing the rock. diversion grooves, each of the diversion grooves is connected to the seepage channel. 8.根据权利要求1所述的井眼坍塌压力测试装置,其特征在于,包括控制单元,所述控制单元用于对轴向推力机构、位移控制机构、温度控制机构与红外测量机构进行控制。8. The wellbore collapse pressure testing device according to claim 1, characterized by comprising a control unit used to control the axial thrust mechanism, displacement control mechanism, temperature control mechanism and infrared measurement mechanism. 9.根据权利要求2所述的井眼坍塌压力测试装置,其特征在于,所述第二透光部沿径向位于所述渗流堵头和所述渗流接口之间。9. The wellbore collapse pressure testing device according to claim 2, wherein the second light-transmitting part is located radially between the seepage plug and the seepage interface.
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101701520A (en) * 2009-12-04 2010-05-05 中国石油大学(华东) Deepwater Drilling Fluid Circulation Carrying Rock and Wellbore Stability Simulation Experimental Device
CN101788415A (en) * 2010-03-17 2010-07-28 大连理工大学 Corroding agent for detecting damage of surface layer of sapphire substrate
CN103806907A (en) * 2014-01-26 2014-05-21 西南石油大学 Method and device for testing rock drillability of deep well drilling and extra-deep well drilling
WO2016018821A1 (en) * 2014-07-30 2016-02-04 3M Innovative Properties Company Separating device for removing solid particles from liquid and gas flows for high differential pressures
CN105606155A (en) * 2016-03-01 2016-05-25 安徽理工大学 Underground safety early warning device for mine collapse prediction and personnel positioning rescue
CN105735897A (en) * 2014-12-12 2016-07-06 中国石油大学(华东) Hydraulic power three-stage unfolding type coal bed gas cave manufacturing tool
CN205876296U (en) * 2016-08-09 2017-01-11 胜利油田东强仪器仪表制造有限责任公司 Logging instrument
WO2017126974A1 (en) * 2016-01-18 2017-07-27 Statoil Petroleum As Method and apparatus for automated pressure integrity testing (apit)
CN208366730U (en) * 2018-04-25 2019-01-11 中国石油大学(北京) Borehole collapse pressure test device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101701520A (en) * 2009-12-04 2010-05-05 中国石油大学(华东) Deepwater Drilling Fluid Circulation Carrying Rock and Wellbore Stability Simulation Experimental Device
CN101788415A (en) * 2010-03-17 2010-07-28 大连理工大学 Corroding agent for detecting damage of surface layer of sapphire substrate
CN103806907A (en) * 2014-01-26 2014-05-21 西南石油大学 Method and device for testing rock drillability of deep well drilling and extra-deep well drilling
WO2016018821A1 (en) * 2014-07-30 2016-02-04 3M Innovative Properties Company Separating device for removing solid particles from liquid and gas flows for high differential pressures
CN105735897A (en) * 2014-12-12 2016-07-06 中国石油大学(华东) Hydraulic power three-stage unfolding type coal bed gas cave manufacturing tool
WO2017126974A1 (en) * 2016-01-18 2017-07-27 Statoil Petroleum As Method and apparatus for automated pressure integrity testing (apit)
CN105606155A (en) * 2016-03-01 2016-05-25 安徽理工大学 Underground safety early warning device for mine collapse prediction and personnel positioning rescue
CN205876296U (en) * 2016-08-09 2017-01-11 胜利油田东强仪器仪表制造有限责任公司 Logging instrument
CN208366730U (en) * 2018-04-25 2019-01-11 中国石油大学(北京) Borehole collapse pressure test device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
海上探井水泥环高度对隔水导管承载力的影响研究;刘宝生;杨进;孟炜;杨建刚;张百灵;宋宇;胡志强;;中国海上油气(06);第87-91页 *

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