CN201965077U - A rock core CT scanning fixation device - Google Patents
A rock core CT scanning fixation device Download PDFInfo
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- CN201965077U CN201965077U CN2010206845634U CN201020684563U CN201965077U CN 201965077 U CN201965077 U CN 201965077U CN 2010206845634 U CN2010206845634 U CN 2010206845634U CN 201020684563 U CN201020684563 U CN 201020684563U CN 201965077 U CN201965077 U CN 201965077U
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Abstract
本实用新型提供一种岩心CT扫描固定装置,一种岩心CT扫描固定装置由底座、岩心后顶头、岩心前顶头构成;底座放置于扫描床上,通过CT扫描床的进床位置座标确定底座的位置,并用固定螺栓固定于扫描床上;底座上设有用于放置岩心样品的凹槽,该凹槽平行于扫描床的轴向方向;不锈的岩心后顶头,竖直固定在底座的一端,且垂直于凹槽;底座上设有轴向滑轨;岩心前顶头平行于岩心后顶头,且与滑轨滑动连接,能够在底座上做轴向滑动;底座上设有标示岩心样品位置的轴向标尺,岩心前顶头上设有推拉固定手柄;该装置便于CT扫描岩心的取、放和固定,保证了多次CT扫描的准确轴向定位,其结构简单,操作方便、快捷。
The utility model provides a rock core CT scanning fixing device, which is composed of a base, a rock core rear plug, and a rock core front plug; position, and fixed on the scanning bed with fixing bolts; the base is provided with a groove for placing rock core samples, and the groove is parallel to the axial direction of the scanning bed; the stainless core rear head is vertically fixed on one end of the base, and Vertical to the groove; the base is equipped with an axial slide rail; the front head of the core is parallel to the rear head of the core, and is slidably connected with the slide rail, and can slide axially on the base; There is a push-pull fixed handle on the front head of the core; this device is convenient for taking, placing and fixing the core for CT scanning, and ensures the accurate axial positioning of multiple CT scans. It has a simple structure and is easy and fast to operate.
Description
技术领域technical field
本实用新型涉及一种CT扫描固定装置,具体涉及适用于各种类型的岩心进行CT扫描时的轴向精确定位装置。The utility model relates to a CT scanning fixing device, in particular to an axial precise positioning device suitable for CT scanning of various types of rock cores.
背景技术Background technique
CT技术发展的很快,已作为岩心分析中常规的测试技术,广泛应用于岩心描述、岩心的非均质性测定、岩心样品处理程序确定、裂缝定量分析、在线饱和度的测量、流动实验研究等方面。CT technology has developed rapidly and has been used as a routine testing technique in core analysis. It is widely used in core description, core heterogeneity determination, core sample processing program determination, fracture quantitative analysis, online saturation measurement, and flow experiment research. etc.
CT扫描岩石的基本原理是:CT机内X射线管产生的X射线束从多个方向沿着物体某个选定的断层层面进行照射,通过测定透过的X射线量,数字化后经过计算得出该层面组织各单位体积的吸收系数,这些吸收系数可构成不同的数字矩阵;通过机内高速计算机进行数模转换,可以在屏幕上显示出来或拍成照片,重建的图像还能够给出每一个像素X射线衰减系数,通常用CT值表示。The basic principle of CT scanning of rocks is: the X-ray beam generated by the X-ray tube in the CT machine is irradiated from multiple directions along a selected fault layer of the object. By measuring the amount of transmitted X-rays, it is calculated after digitization. These absorption coefficients can form different digital matrices; through the digital-to-analog conversion by the high-speed computer in the machine, it can be displayed on the screen or taken as a photo, and the reconstructed image can also give each A pixel X-ray attenuation coefficient, usually expressed by CT value.
由于岩石的成分复杂,要计算岩石骨架CT数CTgrain需知道岩石每一个断层面的矿物成分及组成,这显然是很难实现的,故常用的CT测定岩石孔隙度的方法,通常需要双次扫描法,即将干燥岩石扫描后,再将岩石100%饱和液体后再扫描,通过计算求得岩样孔隙度。Due to the complex composition of the rock, to calculate the CT number of the rock skeleton, the CT grain needs to know the mineral composition and composition of each fault plane of the rock, which is obviously difficult to achieve, so the commonly used CT method for measuring rock porosity usually requires two The scanning method is to scan the dry rock, then scan the rock after it is 100% saturated with liquid, and calculate the porosity of the rock sample.
无论计算岩石的孔隙度,还是计算流体的饱和度,都需要对岩心的几种不同的状态进行扫描,而如何保证这几种状态下岩心在同一位置(特别是轴向位置),也成为CT扫描岩心分析的一项关键指标。Regardless of the calculation of rock porosity or fluid saturation, it is necessary to scan several different states of the core, and how to ensure that the core is in the same position (especially the axial position) in these states is also known as CT. A key indicator for scan core analysis.
目前常用的定位方法,是将岩心放置在夹持器中,进行干岩心的扫描后在夹持器中饱和液体再进行扫描。这种方法比较繁琐,需要考虑岩心夹持器和胶套的CT衰减,而且耗时比较长,无法进行大批量的测试。另外如果要对地层岩石的伤害研究,如酸化前后岩石的变化等,此方法就不可行。At present, the commonly used positioning method is to place the core in the holder, scan the dry core and then saturate the liquid in the holder before scanning. This method is cumbersome, needs to consider the CT attenuation of the core holder and the rubber sleeve, and takes a long time, so it cannot be tested in large quantities. In addition, if it is necessary to study the damage of formation rocks, such as the changes of rocks before and after acidification, this method is not feasible.
实用新型内容Utility model content
本实用新型的目的是提供一种可以对岩心进行精确的轴向定位的岩心CT扫描定位装置,从而实现对岩石孔隙度、流体饱和度或岩石的伤害等进行精确、快速的CT测量或表征。The purpose of this utility model is to provide a core CT scanning positioning device that can accurately locate the core in the axial direction, so as to realize accurate and rapid CT measurement or characterization of rock porosity, fluid saturation or rock damage.
本实用新型所述的一种岩心CT扫描固定装置由底座、岩心后顶头、岩心前顶头构成;底座放置于扫描床上,通过CT扫描床的进床位置座标确定底座的位置,并用固定螺栓固定于扫描床上;底座上设有用于放置岩心样品的凹槽,该凹槽平行于扫描床的轴向方向;不锈钢的岩心后顶头,竖直固定在底座的一端,且垂直于凹槽;底座上设有轴向滑轨;岩心前顶头平行于岩心后顶头,且与滑轨滑动连接,能够在底座上做轴向滑动;底座上设有标示岩心样品位置的轴向标尺,岩心前顶头上设有推拉固定手柄。A rock core CT scanning fixing device described in the utility model is composed of a base, a rock core rear plug, and a rock core front plug; the base is placed on the scanning bed, and the position of the base is determined by the bed entry position coordinates of the CT scanning bed, and fixed with fixing bolts On the scanning bed; the base is provided with a groove for placing the core sample, and the groove is parallel to the axial direction of the scanning bed; the stainless steel core rear head is vertically fixed on one end of the base and is perpendicular to the groove; on the base An axial slide rail is provided; the front head of the core is parallel to the rear head of the rock core, and is slidably connected with the slide rail, and can slide axially on the base; There is a push-pull fixed handle.
安放岩心时,先拉动岩心前顶头上的推拉固定手柄,使岩心前顶头朝远离岩心后顶头的方向滑动,将岩心放入凹槽中,然后推动岩心前顶头,使岩心前顶头、岩心后顶头夹紧岩心,记录轴向标尺的刻度。通过CT扫描床的进床位置坐标和岩心样品轴向标尺的定位,可以对岩心样品在不同状态下的扫描进行精确的定位。When placing the core, first pull the push-pull fixed handle on the front head of the core, so that the front head of the core slides away from the rear head of the core, put the core into the groove, and then push the front head of the core to make the front head of the core and the rear head of the core Clamp the core and record the graduation of the axial scale. Through the coordinates of the entry position of the CT scanning bed and the positioning of the axial scale of the core sample, the scanning of the core sample in different states can be accurately positioned.
本实用新型的有益效果在于,本实用新型的可滑动岩心前顶头及标尺设计便于CT扫描岩心的取、放和固定,保证了多次CT扫描的准确轴向定位。其结构简单,操作方便、快捷。The beneficial effect of the utility model is that the design of the slidable core front head and the scale of the utility model is convenient for taking, placing and fixing the CT scan core, and ensures the accurate axial positioning of multiple CT scans. The utility model has the advantages of simple structure, convenient and fast operation.
附图说明Description of drawings
图1为本实用新型一种优选实施方式的结构示意图;Fig. 1 is the structural representation of a kind of preferred embodiment of the utility model;
图2为图1的俯视图。FIG. 2 is a top view of FIG. 1 .
其中:1、推拉固定手柄 2、前顶头 3、岩心样品 4、底座 5、岩心后顶头 6、扫描床 7、固定螺栓 8、凹槽 9、轴向滑轨 10、轴向标尺Among them: 1. Push-pull
具体实施方式Detailed ways
本实用新型所述的一种岩心CT扫描固定装置由底座4、岩心后顶头5、岩心前顶头2构成;底座4放置于扫描床6上,通过CT扫描床6的进床位置座标确定底座4的位置,并用固定螺栓7固定于描床6上;底座4上设有用于放置岩心样品3的凹槽8,该凹槽8平行于扫描床6的轴向方向;不锈钢的岩心后顶头5,竖直固定在底座4的一端,且垂直于凹槽8;底座4上设有轴向滑轨9;岩心前顶头2平行于岩心后顶头5,且与滑轨9滑动连接,能够在底座4上做轴向滑动;底座4上设有标示岩心样品位置的轴向标尺10,岩心前顶头2上设有推拉固定手柄1。A rock core CT scanning fixing device described in the utility model is composed of a
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| CN2010206845634U CN201965077U (en) | 2010-12-17 | 2010-12-17 | A rock core CT scanning fixation device |
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| CN2010206845634U CN201965077U (en) | 2010-12-17 | 2010-12-17 | A rock core CT scanning fixation device |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104634710A (en) * | 2013-11-08 | 2015-05-20 | 中国石油天然气集团公司 | Analysis method and device of rock pore percolation and communication characteristics |
| CN105823720A (en) * | 2016-06-04 | 2016-08-03 | 东北石油大学 | Method and device for researching hole-and-fissure structure characteristic and site percolation characteristic of rock |
| CN107219222A (en) * | 2016-03-22 | 2017-09-29 | 中国石油化工股份有限公司 | It is a kind of to be used for the auxiliary equipment of core observation and description |
| CN108254401A (en) * | 2018-01-15 | 2018-07-06 | 中南大学 | A kind of rock NMR instrument sample carries bed and its application method |
| CN112204386A (en) * | 2018-05-23 | 2021-01-08 | 沙特阿拉伯石油公司 | Method and Apparatus for CT Scanning of Long Whole Cores |
| CN114166873A (en) * | 2021-12-08 | 2022-03-11 | 煤炭科学研究总院 | Rock core holder and rock core displacement test method |
-
2010
- 2010-12-17 CN CN2010206845634U patent/CN201965077U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104634710A (en) * | 2013-11-08 | 2015-05-20 | 中国石油天然气集团公司 | Analysis method and device of rock pore percolation and communication characteristics |
| CN107219222A (en) * | 2016-03-22 | 2017-09-29 | 中国石油化工股份有限公司 | It is a kind of to be used for the auxiliary equipment of core observation and description |
| CN105823720A (en) * | 2016-06-04 | 2016-08-03 | 东北石油大学 | Method and device for researching hole-and-fissure structure characteristic and site percolation characteristic of rock |
| CN105823720B (en) * | 2016-06-04 | 2019-10-01 | 东北石油大学 | A kind of method and device for studying rock mass hole and fissured structure and site percolation feature |
| CN108254401A (en) * | 2018-01-15 | 2018-07-06 | 中南大学 | A kind of rock NMR instrument sample carries bed and its application method |
| CN112204386A (en) * | 2018-05-23 | 2021-01-08 | 沙特阿拉伯石油公司 | Method and Apparatus for CT Scanning of Long Whole Cores |
| CN114166873A (en) * | 2021-12-08 | 2022-03-11 | 煤炭科学研究总院 | Rock core holder and rock core displacement test method |
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Granted publication date: 20110907 |
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