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CN117990789A - Rock acoustic wave characteristic testing method, system and device - Google Patents

Rock acoustic wave characteristic testing method, system and device Download PDF

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Publication number
CN117990789A
CN117990789A CN202311800881.0A CN202311800881A CN117990789A CN 117990789 A CN117990789 A CN 117990789A CN 202311800881 A CN202311800881 A CN 202311800881A CN 117990789 A CN117990789 A CN 117990789A
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acoustic wave
groove
rock
wave characteristic
testing device
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CN117990789B (en
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庄严
张甜甜
张世锋
崔新颖
汪士凯
赵新礼
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Changzhou University
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Changzhou University
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/04Analysing solids
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/22Details, e.g. general constructional or apparatus details
    • G01N29/24Probes

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Acoustics & Sound (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)

Abstract

The invention relates to the technical field of rock acoustic wave characteristic test, in particular to a rock acoustic wave characteristic test method, a rock acoustic wave characteristic test system and a rock acoustic wave characteristic test device, which comprise the steps of collecting a target rock sample; placing a sample into an acoustic wave characteristic testing device; vacuumizing the sound wave characteristic testing device; injecting carbon dioxide into the acoustic wave characteristic testing device; changing the pressure and temperature in the acoustic wave characteristic testing device so as to change the state of carbon dioxide; detecting a rock sample in real time through an ultrasonic probe in the acoustic wave characteristic testing device; according to the invention, the acoustic wave test is carried out on the premise of not changing the external environment of the rock, the acoustic response of the rock can be obtained in a continuous test manner, the change process of the shale internal structure under different states is quantitatively represented, the result is more accurate, and the measured data is more comprehensive.

Description

一种岩石声波特性测试方法、系统及其装置A rock acoustic wave characteristic testing method, system and device

技术领域Technical Field

本发明涉及岩石声波特性测试技术领域,特别是一种岩石声波特性测试方法、系统及其装置。The invention relates to the technical field of rock sonic wave characteristic testing, in particular to a rock sonic wave characteristic testing method, system and device.

背景技术Background technique

CO2在压裂过程中会发生相变,不同状态的CO2压裂,地层的起裂压力不同,产生的缝网也不同。声波可以有效的反映岩石内部结构的变化,声波的频率、波的类型、岩石的结构以及含水程度,都会对声学响应产生影响。目前采用研究CO2前置液对岩石的影响,主要采用浸泡手段,将岩石浸泡后,取出进行力学或声学测试。力学测试会破坏样品,前置液浸泡的声学测试可以从一定程度上反映岩石内部结构的变化。CO2 will undergo phase change during the fracturing process. Different states of CO2 fracturing will produce different fracture pressures and different fracture networks. Sound waves can effectively reflect changes in the internal structure of rocks. The frequency of sound waves, the type of waves, the structure of rocks, and the water content will all affect the acoustic response. Currently, the study of the effect of CO2 pre-fluid on rocks mainly uses immersion methods. After the rocks are soaked, they are taken out for mechanical or acoustic testing. Mechanical testing will destroy the samples, and acoustic testing with pre-fluid immersion can reflect changes in the internal structure of rocks to a certain extent.

传统二氧化碳浸泡后岩样的声波测试,需要将岩样浸泡在不同的环境中,反应完全后取出进行声波测试,多次反复。这种方法,一是改变了测试时岩石所处的环境,降低了结果的准确度;二是不能实时的得到岩石的声学响应,无法完成的呈现岩石在不同状态二氧化碳浸泡过程中结构的演化特征。The traditional acoustic wave test of rock samples after carbon dioxide immersion requires soaking the rock samples in different environments, taking them out for acoustic wave testing after the reaction is complete, and repeating this process many times. This method, firstly, changes the environment in which the rock is located during the test, reducing the accuracy of the results; secondly, it cannot obtain the acoustic response of the rock in real time, and cannot fully present the structural evolution characteristics of the rock during the process of carbon dioxide immersion in different states.

为此,本发明提出一种岩石声波特性测试方法、系统。To this end, the present invention proposes a rock acoustic wave characteristic testing method and system.

而在实际测试过程中,需要采用多频段的声波进行多次的测试,传统的超声波探头使用时一般通过支架进行固定,采用黏合剂进行粘黏安装,或者通过支架进行锁紧固定,在更换时较为不便,为此本发明还提出一种基于多状态二氧化碳环境的岩石声波特性测试装置。In the actual testing process, it is necessary to use multi-band sound waves for multiple tests. Traditional ultrasonic probes are generally fixed by brackets, installed by adhesives, or locked by brackets, which is inconvenient to replace. For this reason, the present invention also proposes a rock acoustic wave characteristics testing device based on a multi-state carbon dioxide environment.

发明内容Summary of the invention

鉴于上述或现有技术中存在岩样取出后由于环境的变化影响测试时数据的准确性的问题,提出了本发明。In view of the problem in the prior art that the accuracy of the data during the test is affected by the change of the environment after the rock sample is taken out, the present invention is proposed.

因此,本发明的目的是提供一种岩石声波特性测试方法、系统及其装置。Therefore, the object of the present invention is to provide a method, system and device for testing rock acoustic wave characteristics.

为解决上述技术问题,本发明提供如下技术方案:一种岩石声波特性测试方法,包括,In order to solve the above technical problems, the present invention provides the following technical solutions: a method for testing rock acoustic wave characteristics, comprising:

采集目标岩石样本;Collect target rock samples;

将样品放入声波特性测试装置内;The sample is placed in the sonic characteristic testing device;

对声波特性测试装置内进行抽真空处理;Perform vacuum treatment on the sonic characteristic testing device;

对声波特性测试装置内注入二氧化碳;Injecting carbon dioxide into the sonic characteristic testing device;

改变声波特性测试装置内的压强和温度进而改变二氧化碳的状态;Changing the pressure and temperature in the acoustic wave characteristic test device to change the state of carbon dioxide;

通过声波特性测试装置内的超声波探头对岩石样本进行实时检测。The rock samples are tested in real time by using the ultrasonic probe in the acoustic wave characteristic testing device.

本发明的岩石声波特性测试方法的有益效果:本发明在不改变岩石外部环境的前提下进行声波测试,可以不间断的测试,动态、实时的获取岩石的声学响应,定量表征不同状态下页岩内部结构的变化过程,结果更准确,测得的数据更全面。The beneficial effects of the rock acoustic wave characteristic testing method of the present invention are as follows: the present invention performs acoustic wave testing without changing the external environment of the rock, can perform uninterrupted testing, dynamically and in real time obtain the acoustic response of the rock, quantitatively characterize the changing process of the internal structure of the shale under different conditions, and the results are more accurate and the measured data are more comprehensive.

为解决上述技术问题,本发明还提供如下技术方案:一种岩石声波特性测试系统,包括声波特性测试装置,以及与所述声波特性测试装置相连接的真空泵和二氧化碳气瓶,所述声波特性测试装置上连接有油浴,还包括设于所述声波特性测试装置上的声波信号发射装置、声波信号接收装置,所述声波信号接收装置上连接有声波信号处理装置。In order to solve the above technical problems, the present invention also provides the following technical solutions: a rock sonic characteristic testing system, comprising a sonic characteristic testing device, and a vacuum pump and a carbon dioxide cylinder connected to the sonic characteristic testing device, the sonic characteristic testing device is connected to an oil bath, and also comprises a sonic signal transmitting device and a sonic signal receiving device arranged on the sonic characteristic testing device, and the sonic signal receiving device is connected to a sonic signal processing device.

作为本发明岩石声波特性测试系统的一种优选方案,其中:所述二氧化碳气瓶上连接有增压泵,所述增压泵上连接有中间容器,所述二氧化碳气瓶通过增压泵、中间容器和所述声波特性测试装置相连接。As a preferred solution of the rock acoustic wave characteristics testing system of the present invention, the carbon dioxide cylinder is connected to a booster pump, the booster pump is connected to an intermediate container, and the carbon dioxide cylinder is connected to the acoustic wave characteristics testing device through the booster pump, the intermediate container.

作为本发明岩石声波特性测试系统的一种优选方案,其中:所述中间容器上连接有第一压力表,所述声波特性测试装置上连接有第二压力表,所述油浴上连接有温度表。As a preferred solution of the rock acoustic wave property testing system of the present invention, the intermediate container is connected to a first pressure gauge, the acoustic wave property testing device is connected to a second pressure gauge, and the oil bath is connected to a temperature gauge.

本发明的岩石声波特性测试系统的有益效果:本发明在不改变岩石外部环境的前提下进行声波测试,可以不间断的测试,动态、实时的获取岩石的声学响应,定量表征不同状态下页岩内部结构的变化过程;还可以从不同的角度测量页岩的声学特性,对岩石的非均质性以及不同状态CO2作用下的非均质性进行定量表征;同时,本发明还可以通过控制样品的含水率,研究干、湿、半干CO2作用下岩石内部结构的演化规律,对二氧化碳压裂方案设计提供理论指导。The beneficial effects of the rock acoustic wave characteristic testing system of the present invention are as follows: the present invention performs acoustic wave testing without changing the external environment of the rock, can perform uninterrupted testing, dynamically and in real time obtain the acoustic response of the rock, and quantitatively characterize the changing process of the internal structure of the shale under different states; the acoustic characteristics of the shale can also be measured from different angles, and the heterogeneity of the rock and the heterogeneity under the action of CO2 in different states can be quantitatively characterized; at the same time, the present invention can also control the water content of the sample to study the evolution law of the internal structure of the rock under the action of dry, wet and semi-dry CO2, and provide theoretical guidance for the design of carbon dioxide fracturing schemes.

鉴于在实际使用过程中,还存在探头更换时较为不便问题。In actual use, there is still the problem of inconvenience in replacing the probe.

为解决上述技术问题,本发明还提供如下技术方案:一种基于多状态二氧化碳环境的岩石声波特性测试装置,包括处理室,以及固定设于所述处理室内的固定支架,所述固定支架内固定安装有限位机构,还包括滑移设于所述限位机构内安装机构,所述安装机构的端部固定设有检测探头;In order to solve the above technical problems, the present invention also provides the following technical solutions: a rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment, comprising a processing chamber, and a fixed bracket fixedly arranged in the processing chamber, a limit mechanism fixedly installed in the fixed bracket, and also comprising a mounting mechanism slidably arranged in the limit mechanism, and a detection probe fixedly arranged at the end of the mounting mechanism;

所述安装机构包括滑移设于所述限位机构内的套接组件,以及滑移设于所述套接组件内的插入件,还包括设于所述套接组件上的连接件,所述套接组件的端部固定安装有凸盘;The mounting mechanism comprises a sleeve assembly slidably disposed in the limiting mechanism, and an insert slidably disposed in the sleeve assembly, and also comprises a connecting member disposed on the sleeve assembly, and a convex disc is fixedly mounted on the end of the sleeve assembly;

所述套接组件包括套接套,以及设于所述套接套内的插槽,所述套接套的外壁设有凹槽,所述凹槽的表面设有平滑槽和引导槽;The socket assembly comprises a socket sleeve and a slot arranged in the socket sleeve, the outer wall of the socket sleeve is provided with a groove, and the surface of the groove is provided with a smooth groove and a guide groove;

所述插入件包括滑移设于所述插槽内壁的方形柱,以及固定设于所述方形柱端部的粘黏盘,所述方形柱的端部设有平面和斜面,还包括设于所述方形柱表面的曲槽;The insert comprises a square column slidably arranged on the inner wall of the slot, and an adhesive plate fixedly arranged on the end of the square column, the end of the square column is provided with a flat surface and an inclined surface, and also comprises a curved groove arranged on the surface of the square column;

所述连接件包括滑移设于所述平滑槽内的滑杆,以及固定设于所述滑杆端部的连杆,还包括固定设于所述连杆端部的卡柱,所述卡柱的端部连接有第一拉簧。The connecting member includes a sliding rod slidably arranged in the smooth groove, a connecting rod fixedly arranged at the end of the sliding rod, and a clamping column fixedly arranged at the end of the connecting rod, and the end of the clamping column is connected to a first tension spring.

作为本发明基于多状态二氧化碳环境的岩石声波特性测试装置的一种优选方案,其中:所述引导槽包括设于所述凹槽上的平行槽、偏转槽和回位槽,所述平行槽的两端分别和偏转槽、回位槽相连通。As a preferred solution of the rock acoustic wave characteristics testing device based on a multi-state carbon dioxide environment of the present invention, the guide groove includes a parallel groove, a deflection groove and a return groove arranged on the groove, and the two ends of the parallel groove are respectively connected to the deflection groove and the return groove.

作为本发明基于多状态二氧化碳环境的岩石声波特性测试装置的一种优选方案,其中:所述回位槽上设有上推面。As a preferred solution of the rock acoustic wave property testing device based on a multi-state carbon dioxide environment of the present invention, wherein: an upward push surface is provided on the return groove.

作为本发明基于多状态二氧化碳环境的岩石声波特性测试装置的一种优选方案,其中:所述限位机构包括固定设于所述固定支架内的限位套,以及设于所述限位套内壁的齿槽;As a preferred solution of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment of the present invention, wherein: the limiting mechanism includes a limiting sleeve fixedly arranged in the fixed bracket, and a tooth groove arranged on the inner wall of the limiting sleeve;

所述套接组件还包括设于所述套接套内壁的容置槽,以及设于所述容置槽内的凸条,所述套接套的内壁设有偏转面;The sleeve assembly further comprises a receiving groove provided on the inner wall of the sleeve sleeve, and a convex strip provided in the receiving groove, and the inner wall of the sleeve sleeve is provided with a deflection surface;

所述安装机构还包括设于所述套接组件内的卡接组件,所述卡接组件包括固定设于所述套接套内壁的支撑轴,以及旋转设于所述支撑轴外壁的偏转件,还包括滑移设于所述容置槽内壁的定位件,所述偏转件上连接有第二拉簧;The mounting mechanism further includes a clamping assembly disposed in the sleeve assembly, the clamping assembly includes a support shaft fixedly disposed on the inner wall of the sleeve sleeve, and a deflection member rotatably disposed on the outer wall of the support shaft, and also includes a positioning member slidably disposed on the inner wall of the accommodating groove, and the deflection member is connected to a second tension spring;

所述偏转件包括旋转设于所述支撑轴外壁的偏转板,以及设于所述偏转板上的弧形挤压块;The deflection member comprises a deflection plate rotatably arranged on the outer wall of the support shaft, and an arc-shaped extrusion block arranged on the deflection plate;

所述定位件包括滑移设于所述容置槽内壁的抵触块,以及设于所述抵触块上的卡齿,所述抵触块的表面设有推移面,还包括设于所述卡齿上的斜坡面。The positioning member includes a resistance block slidably arranged on the inner wall of the accommodating groove, and a latching tooth arranged on the resistance block. The surface of the resistance block is provided with a pushing surface and also includes a slope surface arranged on the latching tooth.

作为本发明基于多状态二氧化碳环境的岩石声波特性测试装置的一种优选方案,其中:所述套接组件还包括设于所述容置槽上的槽口,以及设于所述容置槽上的凸出部;As a preferred solution of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment of the present invention, wherein: the sleeve assembly further includes a notch provided on the containing groove, and a protrusion provided on the containing groove;

所述偏转件还包括设于所述偏转板上的推动块。The deflecting member further comprises a pushing block arranged on the deflecting plate.

作为本发明基于多状态二氧化碳环境的岩石声波特性测试装置的一种优选方案,其中:所述处理室包括盒体,以及设于所述盒体上的输送管道,还包括设于所述盒体上的密封盖板。As a preferred solution of the rock acoustic wave property testing device based on a multi-state carbon dioxide environment of the present invention, the processing chamber includes a box body, a conveying pipeline arranged on the box body, and a sealing cover plate arranged on the box body.

本发明的基于多状态二氧化碳环境的岩石声波特性测试装置的有益效果:安装检测探头时,只需将插入件插入插槽,通过连接件上的卡柱和曲槽进行卡接即可完成安装,拆卸时,只需将插入件拔出,通过曲槽将卡柱推出即可完成拆卸,便于进行拆卸和安装,同时由于第一拉簧的存在,配合上可在插槽内滑动的方形柱,能够使得检测探头测量时保持和被测物体的贴合度。The beneficial effects of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment of the present invention are as follows: when installing the detection probe, it is only necessary to insert the insert into the slot and connect it through the clamping column and the curved groove on the connecting piece to complete the installation; when disassembling, it is only necessary to pull out the insert and push the clamping column out through the curved groove to complete the disassembly, which is convenient for disassembly and installation. At the same time, due to the presence of the first tension spring, combined with the square column that can slide in the slot, the detection probe can maintain a fit with the object being measured during measurement.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

为了更清楚地说明本发明实施例的技术方案,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它的附图。In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other accompanying drawings can be obtained based on these accompanying drawings without paying creative work.

图1为岩石声波特性测试系统的整体框架示意图。FIG1 is a schematic diagram of the overall framework of the rock acoustic wave characteristics testing system.

图2为1号样品和2号样品结果对比图。Figure 2 is a comparison chart of the results of sample No. 1 and sample No. 2.

图3为基于多状态二氧化碳环境的岩石声波特性测试装置的内部结构示意图。FIG3 is a schematic diagram of the internal structure of a rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

图4为基于多状态二氧化碳环境的岩石声波特性测试装置的整体结构示意图。FIG4 is a schematic diagram of the overall structure of a rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

图5为基于多状态二氧化碳环境的岩石声波特性测试装置的限位机构和安装机构连接结构示意图。FIG5 is a schematic diagram of the connection structure of the limiting mechanism and the mounting mechanism of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

图6为基于多状态二氧化碳环境的岩石声波特性测试装置的卡接组件结构示意图。FIG6 is a schematic diagram of the structure of the snap-on assembly of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

图7为基于多状态二氧化碳环境的岩石声波特性测试装置的套接组件结构示意图。FIG. 7 is a schematic diagram of the socket assembly structure of the rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

图8为基于多状态二氧化碳环境的岩石声波特性测试装置的偏转件和定位件结构示意图。FIG8 is a schematic diagram of the structure of the deflection member and the positioning member of the rock acoustic wave characteristic testing device based on the multi-state carbon dioxide environment.

图9为基于多状态二氧化碳环境的岩石声波特性测试装置的连接件、平滑槽、引导槽的连接结构示意图。FIG9 is a schematic diagram of the connection structure of the connector, smooth groove, and guide groove of the rock acoustic wave characteristics testing device based on a multi-state carbon dioxide environment.

具体实施方式Detailed ways

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合说明书附图对本发明的具体实施方式做详细的说明。In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below in conjunction with the accompanying drawings.

在下面的描述中阐述了很多具体细节以便于充分理解本发明,但是本发明还可以采用其他不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本发明内涵的情况下做类似推广,因此本发明不受下面公开的具体实施例的限制。In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein, and those skilled in the art may make similar generalizations without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

其次,此处所称的“一个实施例”或“实施例”是指可包含于本发明至少一个实现方式中的特定特征、结构或特性。在本说明书中不同地方出现的“在一个实施例中”并非均指同一个实施例,也不是单独的或选择性的与其他实施例互相排斥的实施例。Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor does it refer to a separate or selective embodiment that is mutually exclusive with other embodiments.

实施例1,参照图2,为本发明第一个实施例,该实施例提供了一种岩石声波特性测试方法,包括,Embodiment 1, referring to FIG. 2 , is the first embodiment of the present invention, which provides a method for testing rock acoustic wave characteristics, comprising:

采集目标岩石样本;Collect target rock samples;

将样品放入声波特性测试装置内;The sample is placed in the sonic characteristic testing device;

对声波特性测试装置内进行抽真空处理;Perform vacuum treatment on the sonic characteristic testing device;

对声波特性测试装置内注入二氧化碳;Injecting carbon dioxide into the sonic characteristic testing device;

改变声波特性测试装置内的压强和温度进而改变二氧化碳的状态;Changing the pressure and temperature in the acoustic wave characteristic test device to change the state of carbon dioxide;

通过声波特性测试装置内的超声波探头对岩石样本进行实时检测。The rock samples are tested in real time by using the ultrasonic probe in the acoustic wave characteristic testing device.

具体的,结合实际测试案例进行说明:以鄂尔多斯盆地延长组长7段深度为1853.21m页岩为研究对象,选择两块物性接近的样品,1号样品,孔隙度为1.11%,渗透率为0.00172mD,2号样品,孔隙度为1.10%,渗透率0.00170mD,均不存在肉眼可见裂缝。Specifically, it is explained in combination with actual test cases: the shale with a depth of 1853.21m in the Chang 7th section of the Yanchang Formation in the Ordos Basin was taken as the research object, and two samples with similar physical properties were selected. Sample No. 1 has a porosity of 1.11% and a permeability of 0.00172mD, and Sample No. 2 has a porosity of 1.10% and a permeability of 0.00170mD. There are no cracks visible to the naked eye in either sample.

首先采用100Hz探头测量1号和2号样品围压20MPa时的声波;First, a 100Hz probe was used to measure the sound waves of samples No. 1 and No. 2 at a confining pressure of 20MPa;

将1号样品放在测试容器内,注入二氧化碳,压力控制在25MPa,温度设置为60℃;Place sample No. 1 in the test container, inject carbon dioxide, control the pressure at 25MPa, and set the temperature to 60℃;

浸泡3h后取出,采用100Hz探头测量1号样品的声波;After soaking for 3 hours, take it out and measure the sound wave of sample No. 1 using a 100 Hz probe;

继续在同等条件下浸泡,3h后取出,采用100Hz探头测量声波;Continue to immerse under the same conditions, take out after 3 hours, and measure the sound waves with a 100 Hz probe;

得到浸泡3h/6h/12h/24h/48h的声学响应;The acoustic response after immersion for 3h/6h/12h/24h/48h was obtained;

将2号样品放入声波特性测试装置内;Place sample No. 2 into the sonic characteristic testing device;

采用真空泵抽空测试容器中的气体,注入二氧化碳;Use a vacuum pump to evacuate the gas in the test container and inject carbon dioxide;

注入二氧化碳,压力控制在25MPa,温度设置为60℃;Inject carbon dioxide, control the pressure at 25 MPa, and set the temperature at 60°C;

采用100Hz探头实时测得岩样的声学响应;The acoustic response of the rock sample is measured in real time using a 100Hz probe;

将1号样品与2号样品的实验结果进行对比分析;Compare and analyze the experimental results of sample No. 1 and sample No. 2;

1号样品和2号样品测的声波时差结果如下表所示:The results of the acoustic time difference measured for sample No. 1 and sample No. 2 are shown in the following table:

时间(h)Time (h) 00 33 66 1212 24twenty four 4848 1号声波时差(μs/m)No. 1 sound wave time difference (μs/m) 188.86188.86 190.25190.25 191.62191.62 195.51195.51 196.18196.18 196.72196.72 2号声波时差(μs/m)No. 2 sound wave time difference (μs/m) 188.48188.48 191.03191.03 193.12193.12 195.04195.04 196.27196.27 196.67196.67

1号样品和2号样品声波时差结果对比图见图2。The comparison of the acoustic wave time difference results of sample No. 1 and sample No. 2 is shown in Figure 2.

通过表格和图2的结果对比可以发现;2号样品的数据比1号样品更加具有规律性,这是因为2号样品在未改变环境的情况下的测试;1号样品的数据具有波动性,同时取出后改变了外界环境,岩石内部结构发生了变化,因此测得的结果不精确。同时,通过设计的装置,不仅可以测得单频率下的纵波,同时也可以测得横波,以及不同方向的声学响应,数据更全面。By comparing the results in the table and Figure 2, we can find that the data of sample 2 is more regular than that of sample 1. This is because sample 2 was tested without changing the environment. The data of sample 1 is volatile. After it was taken out, the external environment was changed, and the internal structure of the rock changed, so the measured results are not accurate. At the same time, the designed device can not only measure the longitudinal waves at a single frequency, but also the transverse waves and acoustic responses in different directions, and the data is more comprehensive.

从结果可以看出,改进的设备,结果更准确,测得的数据更全面。From the results, it can be seen that the improved equipment has more accurate results and more comprehensive measured data.

综上,本发明在不改变岩石外部环境的前提下进行声波测试,可以不间断的测试,动态、实时的获取岩石的声学响应,定量表征不同状态下页岩内部结构的变化过程,本发明还可以从不同的角度测量页岩的声学特性,对岩石的非均质性以及不同状态CO2作用下的非均质性进行定量表征;同时,本发明还可以通过控制样品的含水率,研究干、湿、半干CO2作用下岩石内部结构的演化规律,对二氧化碳压裂方案设计提供理论指导。In summary, the present invention performs acoustic wave testing without changing the external environment of the rock, can perform uninterrupted testing, dynamically and in real time obtain the acoustic response of the rock, and quantitatively characterize the changing process of the internal structure of the shale under different conditions. The present invention can also measure the acoustic characteristics of the shale from different angles, and quantitatively characterize the heterogeneity of the rock and the heterogeneity under the action of CO2 in different states; at the same time, the present invention can also control the water content of the sample to study the evolution law of the internal structure of the rock under the action of dry, wet and semi-dry CO2, and provide theoretical guidance for the design of carbon dioxide fracturing schemes.

实施例2,参照图1,为本发明第二个实施例,与上个实施例不同的是,该实施例提供了一种岩石声波特性测试系统,其特征在于:包括声波特性测试装置,以及与声波特性测试装置相连接的真空泵和二氧化碳气瓶,声波特性测试装置上连接有油浴,还包括设于声波特性测试装置上的声波信号发射装置、声波信号接收装置,声波信号接收装置上连接有声波信号处理装置,在本实施例中,真空泵用于对声波特性测试装置内进行抽真空处理,二氧化碳气瓶用于释放二氧化碳,油浴用于对声波特性测试装置内进行升温处理,声波信号发射装置配合声波信号接收装置完成声波测试,并通过声波信号处理装置将测得的数据进行转换输出。Embodiment 2, referring to FIG1, is the second embodiment of the present invention. Different from the previous embodiment, this embodiment provides a rock acoustic wave characteristic testing system, characterized in that it includes an acoustic wave characteristic testing device, and a vacuum pump and a carbon dioxide gas cylinder connected to the acoustic wave characteristic testing device, the acoustic wave characteristic testing device is connected to an oil bath, and also includes an acoustic wave signal transmitting device and an acoustic wave signal receiving device arranged on the acoustic wave characteristic testing device, the acoustic wave signal receiving device is connected to an acoustic wave signal processing device. In this embodiment, the vacuum pump is used to evacuate the acoustic wave characteristic testing device, the carbon dioxide gas cylinder is used to release carbon dioxide, the oil bath is used to heat the acoustic wave characteristic testing device, the acoustic wave signal transmitting device cooperates with the acoustic wave signal receiving device to complete the acoustic wave test, and the measured data is converted and output through the acoustic wave signal processing device.

具体的,二氧化碳气瓶上连接有增压泵,增压泵上连接有中间容器,二氧化碳气瓶通过增压泵、中间容器和声波特性测试装置相连接,在本实施例中,增压泵用于对输出的二氧化碳气体进行增压,中间容器用作气体的缓冲过渡。Specifically, the carbon dioxide cylinder is connected to a booster pump, and the booster pump is connected to an intermediate container. The carbon dioxide cylinder is connected through the booster pump, the intermediate container and the ultrasonic characteristic testing device. In this embodiment, the booster pump is used to pressurize the output carbon dioxide gas, and the intermediate container is used as a buffer transition of the gas.

进一步的,中间容器上连接有第一压力表,声波特性测试装置上连接有第二压力表,油浴上连接有温度表,在本实施例中,第一压力表用于检测中间容器内的气压,第二压力表用于检测声波特性测试装置内的气压,温度表用于测量油浴的温度值。Furthermore, a first pressure gauge is connected to the intermediate container, a second pressure gauge is connected to the ultrasonic characteristic testing device, and a thermometer is connected to the oil bath. In this embodiment, the first pressure gauge is used to detect the air pressure in the intermediate container, the second pressure gauge is used to detect the air pressure in the ultrasonic characteristic testing device, and the thermometer is used to measure the temperature value of the oil bath.

需要说明的是,二氧化碳气瓶和增压泵之间设有阀门,中间容器和声波特性测试装置之间设有阀门,声波特性测试装置和真空泵之间设有阀门,可以方便对输入和输出的气体进行控制,油浴和声波特性测试装置之间设有阀门,可以方便对温度进行控制。It should be noted that a valve is provided between the carbon dioxide cylinder and the booster pump, a valve is provided between the intermediate container and the ultrasonic characteristic testing device, and a valve is provided between the ultrasonic characteristic testing device and the vacuum pump, so as to facilitate the control of the input and output gases, and a valve is provided between the oil bath and the ultrasonic characteristic testing device, so as to facilitate the temperature control.

在使用时,将被检测的样品置于声波特性测试装置内,二氧化碳气瓶释放二氧化碳并通过增压泵进行增压,气体通过中间容器进入声波特性测试装置内,对样本进行检测,声波信号发射装置配合声波信号接收装置完成声波测试,并通过声波信号处理装置将测得的数据进行转换输出,通过改变声波特性测试装置内的温度和压强,可以改变二氧化碳的状态,在不改变岩石外部环境的前提下进行声波测试,可以不间断的测试,动态、实时的获取岩石的声学响应,定量表征不同状态下页岩内部结构的变化过程;还可以从不同的角度测量页岩的声学特性,对岩石的非均质性以及不同状态CO2作用下的非均质性进行定量表征;同时,本发明还可以通过控制样品的含水率,研究干、湿、半干CO2作用下岩石内部结构的演化规律,对二氧化碳压裂方案设计提供理论指导。When in use, the sample to be tested is placed in the sonic characteristic testing device, the carbon dioxide is released from the carbon dioxide cylinder and pressurized by the booster pump, the gas enters the sonic characteristic testing device through the intermediate container, the sample is tested, the sonic signal transmitting device cooperates with the sonic signal receiving device to complete the sonic test, and the measured data is converted and output by the sonic signal processing device. By changing the temperature and pressure in the sonic characteristic testing device, the state of carbon dioxide can be changed. The sonic test is performed without changing the external environment of the rock. The test can be carried out uninterruptedly, and the acoustic response of the rock can be obtained dynamically and in real time, and the change process of the internal structure of the shale under different states can be quantitatively characterized; the acoustic characteristics of the shale can also be measured from different angles, and the heterogeneity of the rock and the heterogeneity under the action of CO2 in different states can be quantitatively characterized; at the same time, the present invention can also control the water content of the sample to study the evolution law of the internal structure of the rock under the action of dry, wet and semi-dry CO2, and provide theoretical guidance for the design of carbon dioxide fracturing schemes.

实施例3,参照图3~图9,为本发明第三个实施例,与上个实施例不同的是,该实施例提供了一种基于多状态二氧化碳环境的岩石声波特性测试装置。Embodiment 3, referring to FIG. 3 to FIG. 9 , is the third embodiment of the present invention. Different from the previous embodiment, this embodiment provides a rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment.

具体的,包括处理室100,以及固定设于处理室100内的固定支架200,固定支架200内固定安装有限位机构300,还包括滑移设于限位机构300内安装机构400,安装机构400的端部固定设有检测探头500;在本实施例中,处理室100包括盒体101,以及设于盒体101上的输送管道102,还包括设于盒体101上的密封盖板103,输送管道102能够对气体进行输入和输出,和真空泵连接后能够改变处理室100内的压强,检测探头500为超声波探头。Specifically, it includes a processing chamber 100, and a fixed bracket 200 fixed in the processing chamber 100, a limiting mechanism 300 is fixedly installed in the fixed bracket 200, and also includes a mounting mechanism 400 slidably arranged in the limiting mechanism 300, and a detection probe 500 is fixedly provided at the end of the mounting mechanism 400; in this embodiment, the processing chamber 100 includes a box body 101, and a conveying pipe 102 arranged on the box body 101, and also includes a sealing cover plate 103 arranged on the box body 101, the conveying pipe 102 can input and output gas, and can change the pressure in the processing chamber 100 after being connected to a vacuum pump, and the detection probe 500 is an ultrasonic probe.

需要说明的是,盒体101的五个内壁表面上均设置有固定支架200,密封盖板103的底部也设置有固定支架200,也即,设置有六个检测探头500,能够对被检测的样品进行上下、左右、前后方向上的检测。It should be noted that fixed brackets 200 are provided on the five inner wall surfaces of the box body 101, and a fixed bracket 200 is also provided at the bottom of the sealing cover plate 103, that is, six detection probes 500 are provided, which can detect the sample to be detected in the up and down, left and right, front and back directions.

进一步的,安装机构400包括滑移设于限位机构300内的套接组件401,以及滑移设于套接组件401内的插入件402,还包括设于套接组件401上的连接件403,套接组件401的端部固定安装有凸盘405。Furthermore, the installation mechanism 400 includes a socket assembly 401 slidably disposed in the limiting mechanism 300, and an insert 402 slidably disposed in the socket assembly 401, and also includes a connecting member 403 disposed on the socket assembly 401, and a boss 405 is fixedly mounted on the end of the socket assembly 401.

更进一步的,套接组件401包括套接套401a,以及设于套接套401a内的插槽401b,套接套401a的外壁设有凹槽401c,凹槽401c的表面设有平滑槽401d和引导槽401e;在本实施例中,凹槽401c、平滑槽401d和引导槽401e均设置有两个,对称设于套接套401a的外壁,平滑槽401d和插槽401b呈水平设置。Furthermore, the socket assembly 401 includes a socket sleeve 401a, and a slot 401b arranged in the socket sleeve 401a, the outer wall of the socket sleeve 401a is provided with a groove 401c, and the surface of the groove 401c is provided with a smooth groove 401d and a guide groove 401e; in the present embodiment, there are two grooves 401c, two smooth grooves 401d and two guide grooves 401e, which are symmetrically arranged on the outer wall of the socket sleeve 401a, and the smooth groove 401d and the slot 401b are arranged horizontally.

较佳的,插入件402包括滑移设于插槽401b内壁的方形柱402a,以及固定设于方形柱402a端部的粘黏盘402b,方形柱402a的端部设有平面402c和斜面402d,还包括设于方形柱402a表面的曲槽402e,在本实施例中,方形柱402a的方形设置能够避免插入件402在插入插槽401b后转动,粘黏盘402b用于安装检测探头500,检测探头500能够通过粘合剂粘黏在粘黏盘402b上;平面402c的位置和平滑槽401d的位置相对,斜面402d的位置和引导槽401e的位置相对,曲槽402e对称设于方形柱402a的两侧。Preferably, the insert 402 includes a square column 402a slidably arranged on the inner wall of the slot 401b, and an adhesive disk 402b fixedly arranged on the end of the square column 402a. The end of the square column 402a is provided with a plane 402c and an inclined surface 402d, and also includes a curved groove 402e arranged on the surface of the square column 402a. In this embodiment, the square setting of the square column 402a can prevent the insert 402 from rotating after being inserted into the slot 401b. The adhesive disk 402b is used to install the detection probe 500, and the detection probe 500 can be adhered to the adhesive disk 402b by an adhesive; the position of the plane 402c is opposite to the position of the smooth groove 401d, the position of the inclined surface 402d is opposite to the position of the guide groove 401e, and the curved groove 402e is symmetrically arranged on both sides of the square column 402a.

需要说明的是,连接件403包括滑移设于平滑槽401d内的滑杆403a,以及固定设于滑杆403a端部的连杆403b,还包括固定设于连杆403b端部的卡柱403c,卡柱403c的端部连接有第一拉簧403d,在本实施例中,第一拉簧403d的一端连接于凹槽401c上,卡柱403c的外壁和引导槽401e的内壁滑动连接,卡柱403c的外壁和曲槽402e的内壁滑动连接,滑杆403a的两端均固定安装有连杆403b,每个连杆403b上均固定安装有卡柱403c,每个卡柱403c的端部均设有两个第一拉簧403d,且呈对称设置构成V形结构,在两个第一拉簧403d的共同作用下,能够使得卡柱403c具有位于引导槽401e中部的运动趋势。It should be noted that the connecting member 403 includes a sliding rod 403a slidably arranged in the smooth groove 401d, and a connecting rod 403b fixedly arranged at the end of the sliding rod 403a, and also includes a clamping column 403c fixedly arranged at the end of the connecting rod 403b, and the end of the clamping column 403c is connected to a first tension spring 403d. In this embodiment, one end of the first tension spring 403d is connected to the groove 401c, the outer wall of the clamping column 403c is slidably connected to the inner wall of the guide groove 401e, and the outer wall of the clamping column 403c is slidably connected to the inner wall of the curved groove 402e. Both ends of the sliding rod 403a are fixedly installed with connecting rods 403b, and each connecting rod 403b is fixedly installed with a clamping column 403c. Two first tension springs 403d are arranged at the end of each clamping column 403c, and they are symmetrically arranged to form a V-shaped structure. Under the joint action of the two first tension springs 403d, the clamping column 403c can have a movement tendency to be located in the middle of the guide groove 401e.

引导槽401e包括设于凹槽401c上的平行槽401e-1、偏转槽401e-2和回位槽401e-3,平行槽401e-1的两端分别和偏转槽401e-2、回位槽401e-3相连通,在本实施例中,平行槽401e-1和平滑槽401d呈平行设置,偏转槽401e-2设于平行槽401e-1靠近平滑槽401d的一端,回位槽401e-3设于平行槽401e-1远离平滑槽401d的一端。The guide groove 401e includes a parallel groove 401e-1, a deflection groove 401e-2 and a return groove 401e-3 arranged on the groove 401c. The two ends of the parallel groove 401e-1 are respectively connected with the deflection groove 401e-2 and the return groove 401e-3. In this embodiment, the parallel groove 401e-1 and the smooth groove 401d are arranged in parallel, the deflection groove 401e-2 is arranged at one end of the parallel groove 401e-1 close to the smooth groove 401d, and the return groove 401e-3 is arranged at one end of the parallel groove 401e-1 away from the smooth groove 401d.

回位槽401e-3上设有上推面401e-4,上推面401e-4呈倾斜设置。An upper push surface 401e-4 is provided on the return groove 401e-3, and the upper push surface 401e-4 is inclined.

在安装检测探头500时,先通过粘合剂将粘黏盘402b和检测探头500进行粘黏连接,初始状态时,插入件402未插入套接组件401的内部,在第一拉簧403d的拉力作用下,卡柱403c位于平行槽401e-1的中间部位。When installing the detection probe 500, the adhesive disc 402b and the detection probe 500 are first bonded together by adhesive. In the initial state, the insert 402 is not inserted into the interior of the socket assembly 401. Under the tension of the first tension spring 403d, the clamping column 403c is located in the middle of the parallel groove 401e-1.

需要说明的是,将平滑槽401d的长度设为d1,将平行槽401e-1的长度设为d2,d1>d2,将滑杆403a和卡柱403c之间的距离设为h1,平行槽401e-1靠近回位槽401e-3的一端距离平滑槽401d靠近回位槽401e-3的一端之间的距离设为h2,平行槽401e-1靠近偏转槽401e-2的一端距离平滑槽401d靠近偏转槽401e-2的一端之间的距离设为h3,h3=h1>h2,偏转槽401e-2为弧形,其圆心位于平滑槽401d靠近偏转槽401e-2的一端,滑杆403a的滑动至位于平滑槽401d靠近偏转槽401e-2的一端时,卡柱403c能够通过偏转从平行槽401e-1内滑动进入偏转槽401e-2,卡柱403c在偏转槽401e-2内的运动轨迹位于转动轨迹s上。It should be noted that the length of the smooth groove 401d is set to d1, the length of the parallel groove 401e-1 is set to d2, d1>d2, the distance between the slide bar 403a and the clamping column 403c is set to h1, the distance between the end of the parallel groove 401e-1 close to the return groove 401e-3 and the end of the smooth groove 401d close to the return groove 401e-3 is set to h2, and the distance between the end of the parallel groove 401e-1 close to the deflection groove 401e-2 and the end of the smooth groove 401d close to the deflection groove 401e-2 is set to h3. The distance between the two ends of the parallel groove 401e-1 and the parallel groove 401e-2 is set to h3, h3=h1>h2, the deflection groove 401e-2 is arc-shaped, and its center is located at one end of the smooth groove 401d close to the deflection groove 401e-2. When the slide rod 403a slides to one end of the smooth groove 401d close to the deflection groove 401e-2, the clamping column 403c can slide from the parallel groove 401e-1 into the deflection groove 401e-2 through deflection, and the movement trajectory of the clamping column 403c in the deflection groove 401e-2 is located on the rotation trajectory s.

在将插入件402和套接组件401之间进行安装时,将插入件402插入插槽401b内,方形柱402a端部的斜面402d先推动卡柱403c,进而推动连接件403整体进行滑动,直至滑杆403a滑动至位于平滑槽401d靠近偏转槽401e-2的一端时,由于滑杆403a无法进行滑动,此时继续推动方形柱402a,方形柱402a通过其上的斜面402d抵触卡柱403c,使得卡柱403c沿着偏转槽401e-2进行转动,直至方形柱402a上的平面402c和滑杆403a抵触时,此时方形柱402a上的曲槽402e和偏转槽401e-2对准,在第一拉簧403d的拉力作用下,将拉动卡柱403c在偏转槽401e-2内转动,致使卡柱403c卡入曲槽402e内,卡柱403c进入平行槽401e-1内,停止插入件402的插入操作时,在第一拉簧403d的拉力作用下,方形柱402a在插槽401b的内壁滑动,使得方形柱402a从插槽401b内伸出,卡柱403c滑动至平行槽401e-1的中部,完成安装,此时由于卡柱403c卡在曲槽402e内,能够将插入件402连接于套接组件401上。When installing the insert 402 and the socket assembly 401, the insert 402 is inserted into the slot 401b, and the inclined surface 402d at the end of the square column 402a first pushes the clamping column 403c, and then pushes the connecting member 403 to slide as a whole, until the slide bar 403a slides to the end of the smooth groove 401d close to the deflection groove 401e-2. Since the slide bar 403a cannot slide, the square column 402a is continued to be pushed, and the square column 402a contacts the clamping column 403c through the inclined surface 402d thereon, so that the clamping column 403c rotates along the deflection groove 401e-2 until the plane 402c on the square column 402a contacts the slide bar 403a. The curved groove 402e and the deflection groove 401e-2 on a are aligned, and under the pulling force of the first tension spring 403d, the pulling column 403c is rotated in the deflection groove 401e-2, so that the column 403c is stuck in the curved groove 402e, and the column 403c enters the parallel groove 401e-1. When the insertion operation of the insert 402 is stopped, under the pulling force of the first tension spring 403d, the square column 402a slides on the inner wall of the slot 401b, so that the square column 402a extends out from the slot 401b, and the column 403c slides to the middle of the parallel groove 401e-1 to complete the installation. At this time, since the column 403c is stuck in the curved groove 402e, the insert 402 can be connected to the socket assembly 401.

在进行样品测试时,方形柱402a能够在插槽401b的内部滑动,先通过将方形柱402a推入插槽401b,增加各个检测探头500之间的间距,方便对样品进行放置,放置完成后,配合上第一拉簧403d的拉力,能够使得检测探头500贴合在被测样品的表面,保障贴合度,提升测量时的准确性,通过多个检测探头500还能够将样品进行夹持定位,配合上第一拉簧403d的拉力,能够提升固定效果,对样品进行定位。When conducting sample testing, the square column 402a can slide inside the slot 401b. First, by pushing the square column 402a into the slot 401b, the distance between each detection probe 500 is increased to facilitate the placement of the sample. After the placement is completed, combined with the tension of the first tension spring 403d, the detection probe 500 can be attached to the surface of the sample to be tested, ensuring the fit and improving the accuracy of the measurement. The sample can also be clamped and positioned by multiple detection probes 500. Combined with the tension of the first tension spring 403d, the fixing effect can be improved to position the sample.

检测时,将二氧化碳气体通入处理室100内,改变处理室100内的压强以及温度,通过检测探头500对样品进行实时的检测,无需将样品进行取出,提升了测量的准确性。During detection, carbon dioxide gas is introduced into the processing chamber 100 to change the pressure and temperature in the processing chamber 100. The sample is detected in real time through the detection probe 500 without taking out the sample, thereby improving the accuracy of the measurement.

在更换检测探头500时,只需将方形柱402a从插槽401b内部抽出,抽出的过程中,滑杆403a在平滑槽401d的内壁滑动,卡柱403c在平行槽401e-1的内壁滑动,直至卡柱403c的端部滑动至平行槽401e-1靠近回位槽401e-3的一端,此时卡柱403c无法再进行滑动,由于d1>d2且h3=h1>h2,配合上曲槽402e对卡柱403c的引导,将使得卡柱403c滑动进入回位槽401e-3内,同时卡柱403c从曲槽402e内脱离,卡柱403c滑动进入回位槽401e-3内的过程中,滑杆403a在平滑槽401d的内部滑动,最终,卡柱403c和曲槽402e脱离卡接关系,插入件402从套接组件401内抽出,实现拆分,在第一拉簧403d的拉力作用下,配合上上推面401e-4的引导,卡柱403c将再次回到平行槽401e-1的中部,进行复位。When replacing the detection probe 500, it is only necessary to pull the square column 402a out of the slot 401b. During the pulling process, the slide bar 403a slides on the inner wall of the smooth groove 401d, and the clamping column 403c slides on the inner wall of the parallel groove 401e-1 until the end of the clamping column 403c slides to the end of the parallel groove 401e-1 close to the return groove 401e-3. At this time, the clamping column 403c can no longer slide. Since d1>d2 and h3=h1>h2, the clamping column 403c can slide with the guidance of the curved groove 402e on the clamping column 403c. The card column 403c moves into the return groove 401e-3, and the card column 403c disengages from the curved groove 402e. During the process of the card column 403c sliding into the return groove 401e-3, the slide bar 403a slides inside the smooth groove 401d. Finally, the card column 403c and the curved groove 402e are disengaged, and the insert 402 is pulled out of the socket assembly 401 to achieve disassembly. Under the pulling force of the first tension spring 403d and the guidance of the upper push surface 401e-4, the card column 403c will return to the middle of the parallel groove 401e-1 again for reset.

综上,安装检测探头500时,只需将插入件402插入插槽401b,通过连接件403上的卡柱403c和曲槽402e进行卡接即可完成安装,拆卸时,只需将插入件402拔出,通过曲槽402e将卡柱403c推出即可完成拆卸,便于进行拆卸和安装,同时由于第一拉簧403d的存在,配合上可在插槽401b内滑动的方形柱402a,能够使得检测探头500测量时保持和被测物体的贴合度;本发明将岩心固定后,通过改变外界环境,进而改变与岩石接触的二氧化碳的状态,通过多组、多频探头组合,测得实时的声学响应,进而对岩石在不同状态下的结构演化特征进行定量表征,测得的结果更加精确。In summary, when installing the detection probe 500, it is only necessary to insert the insert 402 into the slot 401b, and the installation can be completed by locking the clamping column 403c and the curved groove 402e on the connecting member 403. When disassembling, it is only necessary to pull out the insert 402, and push the clamping column 403c out through the curved groove 402e to complete the disassembly, which is convenient for disassembly and installation. At the same time, due to the presence of the first tension spring 403d, combined with the square column 402a that can slide in the slot 401b, the detection probe 500 can maintain a fit with the object being measured during measurement; after fixing the core, the present invention changes the external environment, thereby changing the state of carbon dioxide in contact with the rock, and through a combination of multiple groups and multiple frequencies of probes, real-time acoustic response is measured, and then the structural evolution characteristics of the rock in different states are quantitatively characterized, and the measured results are more accurate.

实施例4,参照图3~图9,为本发明第四个实施例,与上个实施例不同的是,限位机构300包括固定设于固定支架200内的限位套301,以及设于限位套301内壁的齿槽302;在本实施例中,齿槽302设置有若干个,且呈等间距分布于限位套301的内壁。Embodiment 4, referring to Figures 3 to 9, is the fourth embodiment of the present invention. Different from the previous embodiment, the limiting mechanism 300 includes a limiting sleeve 301 fixed in the fixed bracket 200, and a tooth groove 302 provided on the inner wall of the limiting sleeve 301; in this embodiment, a plurality of tooth grooves 302 are provided, and are evenly spaced and distributed on the inner wall of the limiting sleeve 301.

较佳的,套接组件401还包括设于套接套401a内壁的容置槽401f,以及设于容置槽401f内的凸条401g,套接套401a的内壁设有偏转面401h;安装机构400还包括设于套接组件401内的卡接组件404,卡接组件404包括固定设于套接套401a内壁的支撑轴404a,以及旋转设于支撑轴404a外壁的偏转件404b,还包括滑移设于容置槽401f内壁的定位件404c,偏转件404b上连接有第二拉簧404d;在本实施例中,偏转面401h为弧形面,其圆心和支撑轴404a轴心重合,第二拉簧404d的端部和插槽401b的内壁相连接。Preferably, the socket assembly 401 also includes a receiving groove 401f provided on the inner wall of the socket sleeve 401a, and a convex strip 401g provided in the receiving groove 401f, and the inner wall of the socket sleeve 401a is provided with a deflection surface 401h; the mounting mechanism 400 also includes a clamping assembly 404 provided in the socket assembly 401, the clamping assembly 404 includes a support shaft 404a fixedly provided on the inner wall of the socket sleeve 401a, and a deflection member 404b rotatably provided on the outer wall of the support shaft 404a, and also includes a positioning member 404c slidably provided on the inner wall of the receiving groove 401f, and a second tension spring 404d is connected to the deflection member 404b; in the present embodiment, the deflection surface 401h is an arc-shaped surface, the center of which coincides with the axis of the support shaft 404a, and the end of the second tension spring 404d is connected to the inner wall of the slot 401b.

需要说明的是,偏转件404b包括旋转设于支撑轴404a外壁的偏转板404b-1,以及设于偏转板404b-1上的弧形挤压块404b-2;在本实施例中,偏转板404b-1能够在支撑轴404a外壁转动,通过偏转面401h的设置,可以供弧形挤压块404b-2和偏转板404b-1进行转动。It should be noted that the deflection member 404b includes a deflection plate 404b-1 rotatably arranged on the outer wall of the support shaft 404a, and an arc-shaped extrusion block 404b-2 arranged on the deflection plate 404b-1; in this embodiment, the deflection plate 404b-1 can rotate on the outer wall of the support shaft 404a, and through the setting of the deflection surface 401h, the arc-shaped extrusion block 404b-2 and the deflection plate 404b-1 can rotate.

进一步的,定位件404c包括滑移设于容置槽401f内壁的抵触块404c-1,以及设于抵触块404c-1上的卡齿404c-2,抵触块404c-1的表面设有推移面404c-3,还包括设于卡齿404c-2上的斜坡面404c-4,在本实施例中,通过凸条401g的设置可以限制卡齿404c-2从容置槽401f内滑出,推移面404c-3为弧面。Furthermore, the positioning member 404c includes a resistance block 404c-1 slidably arranged on the inner wall of the accommodating groove 401f, and a latch tooth 404c-2 arranged on the resistance block 404c-1. The surface of the resistance block 404c-1 is provided with a pushing surface 404c-3, and also includes a slope surface 404c-4 arranged on the latch tooth 404c-2. In this embodiment, the setting of the convex strip 401g can limit the latch tooth 404c-2 from sliding out of the accommodating groove 401f, and the pushing surface 404c-3 is an arc surface.

更进一步的,套接组件401还包括设于容置槽401f上的槽口401i,以及设于容置槽401f上的凸出部401j;偏转件404b还包括设于偏转板404b-1上的推动块404b-3,在本实施例中,槽口401i用于容纳推动块404b-3,凸出部401j用于限制抵触块404c-1滑动进入插槽401b内。Furthermore, the socket assembly 401 also includes a slot 401i provided on the accommodating groove 401f, and a protrusion 401j provided on the accommodating groove 401f; the deflection member 404b also includes a pushing block 404b-3 provided on the deflection plate 404b-1. In the present embodiment, the slot 401i is used to accommodate the pushing block 404b-3, and the protrusion 401j is used to limit the interference block 404c-1 from sliding into the slot 401b.

需要说明的是,第二拉簧404d的拉力能够拉动偏转件404b使得偏转板404b-1具有靠近凸出部401j的运动趋势,而凸出部401j用于抵触偏转板404b-1,限制偏转板404b-1的转动角度。It should be noted that the tension of the second tension spring 404d can pull the deflection member 404b so that the deflection plate 404b-1 has a movement tendency close to the protrusion 401j, and the protrusion 401j is used to resist the deflection plate 404b-1 and limit the rotation angle of the deflection plate 404b-1.

其余结构均与实施例3相同。The rest of the structure is the same as that of Example 3.

当需要调整检测探头500的位置时,通过将方形柱402a插入插槽401b内,使得滑杆403a推动偏转板404b-1进行转动,偏转板404b-1转动后,弧形挤压块404b-2和抵触块404c-1错位,此时抵触块404c-1以及卡齿404c-2能够在容置槽401f内滑动,通过抽拉套接套401a,使得套接套401a在限位套301的内壁滑动,卡齿404c-2在其上的斜坡面404c-4的引导下滑入容置槽401f内,凸出部401j能够抵触抵触块404c-1,限制抵触块404c-1从容置槽401f内滑出,在调整完检测探头500的位置时,在第一拉簧403d的作用下滑杆403a将滑动复位失去对偏转板404b-1的抵触,通过第二拉簧404d的拉力能够拉动偏转件404b使得偏转板404b-1进行偏转,偏转过程中,先通过推动块404b-3推动推移面404c-3,再通过弧形挤压块404b-2挤压推移面404c-3,使得卡齿404c-2卡入齿槽302内,由于弧形挤压块404b-2最终和抵触块404c-1的抵触,抵触块404c-1受到抵触后无法再容置槽401f内滑动,进而完成对卡齿404c-2的锁定,进而完成限位套301和套接套401a之间的固定。When the position of the detection probe 500 needs to be adjusted, the square column 402a is inserted into the slot 401b, so that the slide rod 403a pushes the deflection plate 404b-1 to rotate. After the deflection plate 404b-1 rotates, the arc-shaped extrusion block 404b-2 and the resistance block 404c-1 are misaligned. At this time, the resistance block 404c-1 and the latch 404c-2 can slide in the accommodating groove 401f. By pulling the sleeve 401a, the sleeve 401a slides on the inner wall of the limiting sleeve 301, and the latch 404c-2 slides into the accommodating groove 401f under the guidance of the slope surface 404c-4 thereon. The protrusion 401j can resist the resistance block 404c-1 to limit the resistance block 404c-1 from sliding out of the accommodating groove 401f. After the detection probe 500 is adjusted, , under the action of the first tension spring 403d, the slide rod 403a will slide back to its original position and lose the resistance to the deflection plate 404b-1. The tension of the second tension spring 404d can pull the deflection member 404b to make the deflection plate 404b-1 deflect. During the deflection, the pushing surface 404c-3 is first pushed by the pushing block 404b-3, and then the pushing surface 404c-3 is squeezed by the arc-shaped extrusion block 404b-2, so that the locking tooth 404c-2 is stuck in the tooth groove 302. Since the arc-shaped extrusion block 404b-2 finally conflicts with the resistance block 404c-1, the resistance block 404c-1 can no longer slide in the accommodating groove 401f after the resistance, thereby completing the locking of the locking tooth 404c-2, and then completing the fixation between the limit sleeve 301 and the socket sleeve 401a.

综上,方便使用者对检测探头500的位置进行调整,便于根据被测样品的尺寸来调整检测探头500之间的距离。In summary, it is convenient for the user to adjust the position of the detection probe 500 and to adjust the distance between the detection probes 500 according to the size of the sample to be detected.

应说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的精神和范围,其均应涵盖在本发明的权利要求范围当中。It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should all be included in the scope of the claims of the present invention.

Claims (10)

1. A rock acoustic wave characteristic test method is characterized in that: comprising the steps of (a) a step of,
Collecting a target rock sample;
Placing a sample into an acoustic wave characteristic testing device;
Vacuumizing the sound wave characteristic testing device;
injecting carbon dioxide into the acoustic wave characteristic testing device;
Changing the pressure and temperature in the acoustic wave characteristic testing device so as to change the state of carbon dioxide;
and detecting the rock sample in real time through an ultrasonic probe in the acoustic characteristic testing device.
2. A rock acoustic wave property testing system employing the rock acoustic wave property testing method according to claim 1, characterized in that: the device comprises an acoustic wave characteristic testing device, a vacuum pump and a carbon dioxide gas cylinder, wherein the vacuum pump and the carbon dioxide gas cylinder are connected with the acoustic wave characteristic testing device, the acoustic wave characteristic testing device is connected with an oil bath, the device further comprises an acoustic wave signal transmitting device and an acoustic wave signal receiving device, the acoustic wave signal transmitting device and the acoustic wave signal receiving device are arranged on the acoustic wave characteristic testing device, and the acoustic wave signal receiving device is connected with an acoustic wave signal processing device.
3. The rock acoustic wave property testing system of claim 2, wherein: the device is characterized in that the carbon dioxide gas cylinder is connected with a booster pump, the booster pump is connected with a middle container, and the carbon dioxide gas cylinder is connected with the acoustic wave characteristic testing device through the booster pump, the middle container and the acoustic wave characteristic testing device.
4. The rock acoustic wave property testing system of claim 3, wherein: the middle container is connected with a first pressure gauge, the acoustic wave characteristic testing device is connected with a second pressure gauge, and the oil bath is connected with a thermometer.
5. Rock sound wave characteristic testing arrangement based on multistate carbon dioxide environment, its characterized in that: the rock acoustic wave characteristic testing system applied to any one of claims 2 to 4 comprises a processing chamber (100), a fixed bracket (200) fixedly arranged in the processing chamber (100), a limiting mechanism (300) fixedly arranged in the fixed bracket (200), and an installation mechanism (400) slidably arranged in the limiting mechanism (300), wherein a detection probe (500) is fixedly arranged at the end part of the installation mechanism (400);
The mounting mechanism (400) comprises a sleeving component (401) which is arranged in the limiting mechanism (300) in a sliding mode, an inserting piece (402) which is arranged in the sleeving component (401) in a sliding mode, and a connecting piece (403) which is arranged on the sleeving component (401), wherein a convex disc (405) is fixedly arranged at the end portion of the sleeving component (401);
The socket assembly (401) comprises a socket sleeve (401 a) and a slot (401 b) arranged in the socket sleeve (401 a), a groove (401 c) is formed in the outer wall of the socket sleeve (401 a), and a flat sliding groove (401 d) and a guide groove (401 e) are formed in the surface of the groove (401 c);
The insert (402) comprises a square column (402 a) which is slidably arranged on the inner wall of the slot (401 b), an adhesive disc (402 b) which is fixedly arranged at the end part of the square column (402 a), a plane (402 c) and an inclined plane (402 d) are arranged at the end part of the square column (402 a), and a curved groove (402 e) which is arranged on the surface of the square column (402 a);
the connecting piece (403) comprises a sliding rod (403 a) which is slidingly arranged in the smooth groove (401 d), a connecting rod (403 b) which is fixedly arranged at the end part of the sliding rod (403 a), and a clamping column (403 c) which is fixedly arranged at the end part of the connecting rod (403 b), wherein the end part of the clamping column (403 c) is connected with a first tension spring (403 d).
6. The rock acoustic wave characteristic testing device based on the multi-state carbon dioxide environment according to claim 5, wherein: the guide groove (401 e) comprises a parallel groove (401 e-1), a deflection groove (401 e-2) and a return groove (401 e-3) which are arranged on the groove (401 c), and two ends of the parallel groove (401 e-1) are respectively communicated with the deflection groove (401 e-2) and the return groove (401 e-3).
7. The rock acoustic wave characteristic testing device based on the multi-state carbon dioxide environment according to claim 6, wherein: the return groove (401 e-3) is provided with a push-up surface (401 e-4).
8. The rock acoustic wave characteristic testing device based on the multi-state carbon dioxide environment according to claim 7, wherein: the limiting mechanism (300) comprises a limiting sleeve (301) fixedly arranged in the fixed support (200) and a tooth slot (302) arranged on the inner wall of the limiting sleeve (301);
The sleeve joint assembly (401) further comprises a containing groove (401 f) arranged on the inner wall of the sleeve joint sleeve (401 a), and a convex strip (401 g) arranged in the containing groove (401 f), wherein a deflection surface (401 h) is arranged on the inner wall of the sleeve joint sleeve (401 a);
the mounting mechanism (400) further comprises a clamping assembly (404) arranged in the sleeving assembly (401), the clamping assembly (404) comprises a supporting shaft (404 a) fixedly arranged on the inner wall of the sleeving sleeve (401 a), a deflection piece (404 b) rotatably arranged on the outer wall of the supporting shaft (404 a), a positioning piece (404 c) slidingly arranged on the inner wall of the accommodating groove (401 f), and a second tension spring (404 d) is connected to the deflection piece (404 b);
The deflector (404 b) comprises a deflector plate (404 b-1) rotatably arranged on the outer wall of the support shaft (404 a), and an arc-shaped extrusion block (404 b-2) arranged on the deflector plate (404 b-1);
The locating piece (404 c) comprises a pushing block (404 c-1) which is arranged on the inner wall of the accommodating groove (401 f) in a sliding mode, a latch (404 c-2) which is arranged on the pushing block (404 c-1), a pushing surface (404 c-3) which is arranged on the surface of the pushing block (404 c-1) and a slope surface (404 c-4) which is arranged on the latch (404 c-2).
9. The rock acoustic wave characteristic testing device based on the multi-state carbon dioxide environment according to claim 8, wherein: the sleeving assembly (401) further comprises a notch (401 i) arranged on the accommodating groove (401 f) and a protruding part (401 j) arranged on the accommodating groove (401 f);
the deflector (404 b) further comprises a push block (404 b-3) provided on the deflector plate (404 b-1).
10. The rock acoustic wave characteristic testing device based on a multi-state carbon dioxide environment according to any one of claims 5 to 9, wherein: the processing chamber (100) comprises a box body (101), a conveying pipeline (102) arranged on the box body (101) and a sealing cover plate (103) arranged on the box body (101).
CN202311800881.0A 2023-12-26 2023-12-26 Rock acoustic wave characteristic testing method, system and device Active CN117990789B (en)

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CN104101647A (en) * 2013-04-15 2014-10-15 中国石油化工股份有限公司 System and method for testing supersonic-wave speed of rock under simulated reservoir conditions
KR101545313B1 (en) * 2015-06-09 2015-08-19 김가은 Diamond Burnishing Tool
CN110618198A (en) * 2019-07-12 2019-12-27 中国矿业大学 Test method for non-contact measurement of rock wave velocity in fidelity environment
CN114544391A (en) * 2022-01-21 2022-05-27 深圳大学 Test device and test method for dynamic tensile and shear mechanical properties of solid materials in high temperature environment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4302146A (en) * 1978-08-23 1981-11-24 Westinghouse Electric Corp. Probe positioner
CN104076169A (en) * 2013-03-27 2014-10-01 纬创资通股份有限公司 Test fixture for multi-touch functionality
CN104101647A (en) * 2013-04-15 2014-10-15 中国石油化工股份有限公司 System and method for testing supersonic-wave speed of rock under simulated reservoir conditions
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CN114544391A (en) * 2022-01-21 2022-05-27 深圳大学 Test device and test method for dynamic tensile and shear mechanical properties of solid materials in high temperature environment

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