CN109781340B - Bit pressure and torque calibration test device and calibration method - Google Patents
Bit pressure and torque calibration test device and calibration method Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及一种钻压和扭矩标定试验装置及标定方法。The invention relates to a weight-on-bit and torque calibration test device and a calibration method.
背景技术Background technique
准确获取钻压、扭矩等钻井工程参数对降低钻井风险和事故具有十分重要的意义,这些参数一般可通过综合录井手段获取。通过综合录井获取到的这类参数在深度较浅的直井情况下比较准确,而在深度较深、结构较为复杂的井眼(二维井眼、三维井眼)中的真实性和实用性明显降低,地面综合录井获得的地面钻压、地面扭矩等工程参数不能准确识别井下异常工况(如钻头磨损情况、钻头损坏情况、真实钻压值等),这是由于钻井过程中钻柱与井壁相互作用过程复杂,现有模型和测量方法无法完全消除这一干扰。因此,在定向井、水平井、大位移井等非直井钻井中,准确获取钻井工程中最常用、最重要的钻井工程参数已迫在眉睫。Accurately obtaining drilling engineering parameters such as WOB and torque is of great significance to reduce drilling risks and accidents. These parameters can generally be obtained through comprehensive logging methods. Such parameters obtained through comprehensive logging are more accurate in the case of shallow vertical wells, but are realistic and practical in deep and complex wellbore (2D wellbore, 3D wellbore). It is obviously reduced, and the engineering parameters such as surface WOB and surface torque obtained by comprehensive surface logging cannot accurately identify abnormal downhole conditions (such as bit wear, bit damage, real WOB, etc.), this is due to the drill string during drilling The interaction process with the borehole wall is complex, and the existing models and measurement methods cannot completely eliminate this interference. Therefore, in the drilling of non-vertical wells such as directional wells, horizontal wells, and extended-reach wells, it is urgent to accurately obtain the most commonly used and important drilling engineering parameters in drilling engineering.
随着电子测量技术的发展,使得钻井工程参数的测量由地面测量逐渐地转为井下随钻测量成为可能。井下随钻测量工程参数的方法,主要是采用井下测量短节(又称井下工程参数测量仪)进行随钻测量,一般包括井下传感器、数据采集系统、井下存储器、地面数据解释及处理系统四部分,通常将井下传感器装在近钻头部位(或直接装在钻头上)测量钻压和扭矩等工程参数。测量短节也可安装在钻柱的不同部位,当安装在上部钻柱时即测量钻柱工作参数,当接在近钻头部位时即测量钻井工程参数,测量短节不会影响钻柱的正常工作,可实时测量钻柱工作状态下的各种工程参数。目前,国内外的大部分井下工程参数测量仪都可实现井下采集、井下存储和随钻传输数据同步执行,钻进过程中将测得的数据存储在井下存贮器中,同时通过MWD将数据实时传输到地面,起钻后进行数据回放与MWD传输的数据进行对比分析,可有效避免数据传输失真带来的问题。目前,国外已有性能良好的井下工程参数测量工具,国内技术不够成熟。国外测量工具可适应环境压力140MPa,环境温度150℃,可测钻压(轴向力)、扭矩、弯矩、转速、三轴加速度、钻柱内外泥浆压力、钻头压降和温度等多种参数,智能化程度高,数据采集和处理量大,测量精度高,实测数据对钻井具有重要的指导意义,但价格昂贵。With the development of electronic measurement technology, it is possible to gradually change the measurement of drilling engineering parameters from surface measurement to downhole measurement while drilling. The method of downhole measurement of engineering parameters while drilling is mainly to use downhole measurement subs (also known as downhole engineering parameter measuring instruments) to measure while drilling, generally including downhole sensors, data acquisition system, downhole memory, surface data interpretation and processing system four parts , Usually the downhole sensor is installed near the drill bit (or directly installed on the drill bit) to measure engineering parameters such as WOB and torque. The measuring sub can also be installed in different parts of the drill string. When it is installed on the upper drill string, the working parameters of the drill string are measured. When it is close to the drill bit, the drilling engineering parameters are measured. The measuring sub will not affect the normal operation of the drill string. It can measure various engineering parameters in real time under the working state of the drill string. At present, most of the downhole engineering parameter measuring instruments at home and abroad can realize the simultaneous execution of downhole acquisition, downhole storage and data transmission while drilling. Real-time transmission to the ground, data playback after tripping and comparative analysis of the data transmitted by MWD, can effectively avoid problems caused by data transmission distortion. At present, there are already well-performing downhole engineering parameter measurement tools abroad, but the domestic technology is not mature enough. The foreign measuring tools can adapt to the ambient pressure of 140MPa and the ambient temperature of 150℃, and can measure various parameters such as WOB (axial force), torque, bending moment, rotational speed, triaxial acceleration, mud pressure inside and outside the drill string, bit pressure drop and temperature , High degree of intelligence, large data acquisition and processing capacity, high measurement accuracy, and the measured data has important guiding significance for drilling, but the price is expensive.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于克服现有技术的缺点,提供一种结构紧凑、方法简单、提升井下钻压和扭矩的测量精度,具备更高的控制精度和更高的压力测试能力的钻压和扭矩标定试验装置及标定方法。The purpose of the present invention is to overcome the shortcomings of the prior art, and to provide a WOB and torque calibration with a compact structure, a simple method, improved measurement accuracy of downhole WOB and torque, and higher control accuracy and higher pressure testing capability. Test device and calibration method.
本发明的目的通过以下技术方案来实现:一种钻压和扭矩标定试验装置,它包括底座、长立柱、短立柱、平台、传力柱和横梁,所述底座的顶表面上固设有四根长立柱,四根长立柱呈矩形阵列分布,四根长立柱之间固设有横梁,横梁上开设有通孔,通孔内固设有扶正套,扶正套内设置有可扶正套上下滑动的传力柱,位于左侧的两根长立柱之间设置有铰链座,铰链座上铰接有大转臂,底座上且位于传力柱的正下方固设有卡盘;所述底座的顶表面上还固设有两根短立柱,短立柱位于长立柱的前侧,两根短立柱之间且位于其顶部固设有平台,平台的顶表面上固设有左夹持器固定铰和右夹持器固定铰。The object of the present invention is achieved through the following technical solutions: a weight-on-bit and torque calibration test device, which includes a base, a long column, a short column, a platform, a force transmission column and a beam, and four are fixed on the top surface of the base. There is a long column, and the four long columns are distributed in a rectangular array. A beam is fixed between the four long columns. A through hole is opened on the beam, and a centralizing sleeve is fixed in the through hole. There is a hinge seat between the two long columns on the left side, a large rotating arm is hinged on the hinge seat, and a chuck is fixed on the base and just below the power transmission column; the top of the base There are also two short uprights fixed on the surface, the short uprights are located on the front side of the long uprights, a platform is fixed between the two short uprights and at the top thereof, and the top surface of the platform is fixed with a left gripper fixing hinge and Right holder fixing hinge.
所述长立柱和短立柱均垂直于底座设置。The long column and the short column are both arranged perpendicular to the base.
所述试验装置标定钻压和扭矩的方法,它包括钻压标定和扭矩标定;The method for calibrating WOB and torque by the test device includes WOB calibration and torque calibration;
所述钻压标定包括以下步骤:The WOB calibration includes the following steps:
S1、先将井下工程参数测量仪安装于卡盘和传力柱之间,并将井下工程参数测量仪固定,此时大转臂压在传力柱上,传力传力柱又将力传递到井下工程参数测量仪顶部;S1. First install the downhole engineering parameter measuring instrument between the chuck and the force transmission column, and fix the downhole engineering parameter measuring instrument. At this time, the big arm is pressed on the force transmission column, and the force transmission force transmission column transmits the force. to the top of the downhole engineering parameter measuring instrument;
S2、使用数据回放线连接井下工程参数测量仪的数据采集板和数据采集计算机,通过计算机USB接口供电,并且通过串口与计算机建立通信;S2. Use the data playback line to connect the data acquisition board of the downhole engineering parameter measuring instrument and the data acquisition computer, supply power through the computer USB interface, and establish communication with the computer through the serial port;
S3、使用8位半数字万用表测量井下工程参数测量仪应变片桥路输出电压,并记录软件数据,以测试钻压输出零点;S3. Use an 8½-digit digital multimeter to measure the output voltage of the strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record the software data to test the output zero point of the WOB;
S4、在大转臂的右端部悬挂重量为1000kg或2000kg的砝码A,放置2~3h,观察漂移情况,使用8位半数字万用表测量井下工程参数测量仪应变片桥路输出电压,并记录软件数据,以测试井下工程参数测量仪钻压应变片桥路是否存在漂移,如果无明显漂移则进行正式加卸载标定;S4. Hang the weight A with a weight of 1000kg or 2000kg on the right end of the big swing arm, place it for 2-3 hours, observe the drift, use an 8½-digit multimeter to measure the output voltage of the strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record Software data to test whether the WOB strain gauge bridge of the downhole engineering parameter measuring instrument has drift, and if there is no obvious drift, the formal loading and unloading calibration will be carried out;
S5、在大转臂的右端由1个、2个、3个逐步悬挂砝码A,直到加够所需的砝码A数量,每次加砝码A均使用8位半数字万用表测量井下工程参数测量仪的钻压应变片桥路输出电压,并记录软件数据;S5. Gradually hang the weights A from 1, 2, and 3 at the right end of the big swivel arm until the required amount of weights A is added. Use an 8½-digit multimeter to measure the underground engineering each time the weight A is added. The output voltage of the WOB strain gauge bridge circuit of the parameter measuring instrument, and record the software data;
S6、逐步去掉大转臂右端的砝码A,直到只剩下1个砝码A,每次去掉砝码A均使用8位半数字万用表测量井下工程参数测量仪钻压应变片桥路输出电压,并记录软件数据;S6. Gradually remove the weight A on the right end of the big swing arm until there is only one weight A left. Every time the weight A is removed, use an 8½-digit digital multimeter to measure the output voltage of the WOB strain gauge bridge circuit of the downhole engineering parameter measuring instrument. , and record software data;
S7、大转臂上有A、B、C三个受力点,若大转臂在砝码A的重力G和井下工程参数测量仪上所受钻压WOB作用下平衡,根据杠杆静力平衡原理有:S7. There are three force points A, B, and C on the big jib. If the big jib is balanced under the action of the gravity G of the weight A and the WOB on the downhole engineering parameter measuring instrument, it will be balanced according to the static force of the lever. The principles are:
G×AC=WOB×AB,其中AB为A受力点到B受力点之间的间距,AC为A受力点到C受力点之间的间距,将上式进行变换得到施加在井下工程参数测量仪上的钻压WOB为:G×AC=WOB×AB, where AB is the distance from the point of force A to the point of force B, and AC is the distance between the point of force A and the force point of C, and the above formula is transformed to obtain the applied downhole The weight-on-bit WOB on the engineering parameter measuring instrument is:
S8、对记录的输出电压数字信号和施加的钻压WOB进行线性拟合,即可得到钻压输出零点基准值和相应转换关系式;S8. Perform linear fitting on the recorded digital signal of the output voltage and the applied weight-on-bit WOB to obtain the zero-point reference value of the weight-on-bit output and the corresponding conversion relationship;
所述扭矩标定包括以下步骤:The torque calibration includes the following steps:
S1、先将井下工程参数测量仪夹持在左夹持器固定铰和右夹持器固定铰之间,并将井下工程参数测量仪一端固定小转臂,此时井下工程参数测量仪受到小转臂的扭转力;S1. First clamp the downhole engineering parameter measuring instrument between the left gripper fixing hinge and the right gripper fixing hinge, and fix one end of the downhole engineering parameter measuring instrument to the small rotating arm. At this time, the downhole engineering parameter measuring instrument is subjected to small Torsion of the arm;
S2、使用数据回放线连接井下工程参数测量仪的数据采集板和数据采集计算机,通过计算机USB接口供电,并且通过串口与计算机建立通信;S2. Use the data playback line to connect the data acquisition board of the downhole engineering parameter measuring instrument and the data acquisition computer, supply power through the computer USB interface, and establish communication with the computer through the serial port;
S3、使用8位半数字万用表测量井下工程参数测量仪扭矩应变片桥路输出电压,并记录软件数据,以测试扭矩输出零点;S3. Use an 8½-digit digital multimeter to measure the output voltage of the torque strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record the software data to test the torque output zero point;
S4、在小转臂的自由端悬挂重量为500kg的砝码B,放置2~3h,观察漂移情况,使用8位半数字万用表测量井下工程参数测量仪扭矩应变片桥路输出电压,并记录软件数据,以测试井下工程参数测量仪扭矩应变片桥路是否存在漂移,如果无明显漂移则进行正式加卸载标定;S4. Suspend the weight B with a weight of 500kg on the free end of the small rotating arm, place it for 2-3 hours, observe the drift, and use an 8½-digit digital multimeter to measure the output voltage of the torque strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record the software data to test whether there is drift in the torque strain gauge bridge of the downhole engineering parameter measuring instrument, if there is no obvious drift, the formal loading and unloading calibration shall be carried out;
S5、在小转臂的自由端由1个、2个、3个逐步悬挂砝码B,直到加够所需的砝码B数量,每次加砝码B均使用8位半数字万用表测量井下工程参数测量仪扭矩应变片桥路输出电压,并记录软件数据;S5. Gradually hang the weights B from 1, 2, and 3 at the free end of the small rotating arm until the required number of weights B is added. Use an 8½-digit multimeter to measure the downhole each time the weight B is added. Engineering parameter measuring instrument torque strain gauge bridge output voltage, and record software data;
S6、逐步去掉小转臂右端的砝码B,直到只剩下1个砝码B,每次去掉砝码B均使用8位半数字万用表测量井下工程参数测量仪扭矩应变片桥路输出电压,并记录软件数据;S6. Gradually remove the weight B on the right end of the small rotating arm until only one weight B is left. Every time the weight B is removed, use an 8½-digit digital multimeter to measure the output voltage of the bridge circuit of the torque strain gauge of the downhole engineering parameter measuring instrument. and record software data;
S7、小转臂上受到D、E两点受力,若小转臂在砝码B的重力G和井下工程参数测量仪上所受扭矩TOB作用下平衡,DE与水平位置夹角为θ,则根据杠杆静力平衡原理,施加在井下工程参数测量仪上的扭矩TOB为:S7. The small rotating arm is subjected to forces at points D and E. If the small rotating arm is balanced under the action of the gravity G of the weight B and the torque TOB on the downhole engineering parameter measuring instrument, the angle between DE and the horizontal position is θ, Then according to the lever static balance principle, the torque TOB applied to the downhole engineering parameter measuring instrument is:
TOB=G×DE×cosθ,其中DE为D受力点到E受力点之间的间距;TOB=G×DE×cosθ, where DE is the distance between the force point D and the force point E;
S8、对记录的输出电压数字信号和施加的扭矩进行线性拟合,即可得到扭矩输出零点基准值和相应转换关系式。S8. Perform linear fitting on the recorded output voltage digital signal and the applied torque, so as to obtain the torque output zero point reference value and the corresponding conversion relationship.
本发明具有以下优点:本发明结构紧凑、方法简单、提升井下钻压和扭矩的测量精度,具备更高的控制精度和更高。The invention has the following advantages: the invention has a compact structure, a simple method, improves the measurement accuracy of the downhole WOB and torque, and has higher control accuracy and higher.
附图说明Description of drawings
图1为本发明的结构示意图;Fig. 1 is the structural representation of the present invention;
图2为图1的右视图;Fig. 2 is the right side view of Fig. 1;
图3为图1的俯视图;Fig. 3 is the top view of Fig. 1;
图4为钻压标定的工作示意图;Fig. 4 is the working schematic diagram of WOB calibration;
图5为扭矩标定的工作示意图;Fig. 5 is the working schematic diagram of torque calibration;
图6为图5的右视图;Fig. 6 is the right side view of Fig. 5;
图7为钻压标定结果图;Fig. 7 is the result chart of WOB calibration;
图8为扭矩标定结果图。Figure 8 is a graph of torque calibration results.
具体实施方式Detailed ways
下面结合附图对本发明做进一步的描述,本发明的保护范围不局限于以下所述:The present invention will be further described below in conjunction with the accompanying drawings, and the protection scope of the present invention is not limited to the following:
如图1~3所示,一种钻压和扭矩标定试验装置,它包括底座1、长立柱2、短立柱3、平台4、传力柱5和横梁6,所述底座1的顶表面上固设有四根长立柱2,四根长立柱2呈矩形阵列分布,四根长立柱2之间固设有横梁6,横梁6上开设有通孔,通孔内固设有扶正套7,扶正套7内设置有可扶正套7上下滑动的传力柱5,位于左侧的两根长立柱2之间设置有铰链座8,铰链座8上铰接有大转臂9,底座1上且位于传力柱5的正下方固设有卡盘10;所述底座1的顶表面上还固设有两根短立柱3,短立柱3位于长立柱2的前侧,两根短立柱3之间且位于其顶部固设有平台4,平台4的顶表面上固设有左夹持器固定铰11和右夹持器固定铰12。As shown in Figures 1 to 3, a weight-on-bit and torque calibration test device includes a
所述长立柱2和短立柱3均垂直于底座1设置。The
所述试验装置标定钻压和扭矩的方法,它包括钻压标定和扭矩标定;The method for calibrating WOB and torque by the test device includes WOB calibration and torque calibration;
所述钻压标定包括以下步骤:The WOB calibration includes the following steps:
如图4所示,S1、先将井下工程参数测量仪14安装于卡盘10和传力柱5之间,并将井下工程参数测量仪14固定,此时大转臂9压在传力柱5上,传力传力柱5又将力传递到井下工程参数测量仪14顶部;As shown in Figure 4, S1, first install the downhole engineering
S2、使用数据回放线连接井下工程参数测量仪14的数据采集板和数据采集计算机,通过计算机USB接口供电,并且通过串口与计算机建立通信;S2, use the data playback line to connect the data acquisition board of the downhole engineering
S3、使用8位半数字万用表测量井下工程参数测量仪14应变片桥路输出电压,并记录软件数据,以测试钻压输出零点;S3. Use an 8½-digit digital multimeter to measure the output voltage of the 14 strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record the software data to test the output zero point of the WOB;
S4、在大转臂9的右端部悬挂重量为1000kg或2000kg的砝码A13,放置2~3h,观察漂移情况,使用8位半数字万用表测量井下工程参数测量仪14应变片桥路输出电压,并记录软件数据,以测试井下工程参数测量仪14钻压应变片桥路是否存在漂移,如果无明显漂移则进行正式加卸载标定;S4. Hang the weight A13 with a weight of 1000kg or 2000kg on the right end of the large
S5、在大转臂9的右端由1个、2个、3个逐步悬挂砝码A13,直到加够所需的砝码A数量,每次加砝码A均使用8位半数字万用表测量井下工程参数测量仪14的钻压应变片桥路输出电压,并记录软件数据;S5. Gradually hang the weights A13 from 1, 2, and 3 at the right end of the large
S6、逐步去掉大转臂9右端的砝码A,直到只剩下1个砝码A,每次去掉砝码A均使用8位半数字万用表测量井下工程参数测量仪14钻压应变片桥路输出电压,并记录软件数据;S6. Gradually remove the weight A at the right end of the
S7、大转臂9上有A、B、C三个受力点,若大转臂9在砝码A13的重力G和井下工程参数测量仪14上所受钻压WOB作用下平衡,根据杠杆静力平衡原理有:S7. There are three force points A, B, and C on the
G×AC=WOB×AB,其中AB为A受力点到B受力点之间的间距,AC为A受力点到C受力点之间的间距,将上式进行变换得到施加在井下工程参数测量仪14上的钻压WOB为:G×AC=WOB×AB, where AB is the distance from the point of force A to the point of force B, and AC is the distance between the point of force A and the force point of C, and the above formula is transformed to obtain the applied downhole The weight-on-bit WOB on the engineering
S8、对记录的输出电压数字信号和施加的钻压WOB进行线性拟合,即可得到钻压输出零点基准值和相应转换关系式;S8. Perform linear fitting on the recorded digital signal of the output voltage and the applied weight-on-bit WOB to obtain the zero-point reference value of the weight-on-bit output and the corresponding conversion relationship;
所述扭矩标定包括以下步骤:The torque calibration includes the following steps:
如图5~6所示,S1、先将井下工程参数测量仪14夹持在左夹持器固定铰11和右夹持器固定铰12之间,并将井下工程参数测量仪14一端固定小转臂15,此时井下工程参数测量仪14受到小转臂15的扭转力;As shown in Figures 5-6, S1, firstly clamp the downhole engineering
S2、使用数据回放线连接井下工程参数测量仪14的数据采集板和数据采集计算机,通过计算机USB接口供电,并且通过串口与计算机建立通信;S2, use the data playback line to connect the data acquisition board of the downhole engineering
S3、使用8位半数字万用表测量井下工程参数测量仪14扭矩应变片桥路输出电压,并记录软件数据,以测试扭矩输出零点;S3. Use an 8½-digit digital multimeter to measure the output voltage of the 14 torque strain gauge bridge circuit of the downhole engineering parameter measuring instrument, and record the software data to test the torque output zero point;
S4、在小转臂15的自由端悬挂重量为500kg的砝码B16,放置2~3h,观察漂移情况,使用8位半数字万用表测量井下工程参数测量仪14扭矩应变片桥路输出电压,并记录软件数据,以测试井下工程参数测量仪14扭矩应变片桥路是否存在漂移,如果无明显漂移则进行正式加卸载标定;S4. Suspend a weight B16 with a weight of 500kg on the free end of the small
S5、在小转臂15的自由端由1个、2个、3个逐步悬挂砝码B16,直到加够所需的砝码B16数量,每次加砝码B均使用8位半数字万用表测量井下工程参数测量仪14扭矩应变片桥路输出电压,并记录软件数据;S5. Gradually hang the weights B16 from 1, 2, and 3 at the free end of the small
S6、逐步去掉小转臂15右端的砝码B,直到只剩下1个砝码B,每次去掉砝码B均使用8位半数字万用表测量井下工程参数测量仪14扭矩应变片桥路输出电压,并记录软件数据;S6. Gradually remove the weight B on the right end of the small
S7、小转臂15上受到D、E两点受力,若小转臂15在砝码B16的重力G和井下工程参数测量仪14上所受扭矩TOB作用下平衡,DE与水平位置夹角为θ,则根据杠杆静力平衡原理,施加在井下工程参数测量仪14上的扭矩TOB为:S7. The small
TOB=G×DE×cosθ,其中DE为D受力点到E受力点之间的间距;TOB=G×DE×cosθ, where DE is the distance between the force point D and the force point E;
S8、对记录的输出电压数字信号和施加的扭矩进行线性拟合,即可得到扭矩输出零点基准值和相应转换关系式。S8. Perform linear fitting on the recorded output voltage digital signal and the applied torque, so as to obtain the torque output zero point reference value and the corresponding conversion relationship.
本发明利用了井下工程参数测量仪进行精确测量钻压和扭矩,从而极大提升井下钻压和扭矩的测量精度,具备更高的控制精度和更高的压力测试能力。The invention utilizes the downhole engineering parameter measuring instrument to accurately measure WOB and torque, thereby greatly improving the measurement accuracy of downhole WOB and torque, and has higher control precision and higher pressure testing capability.
钻压扭矩标定实施例如下:Examples of WOB torque calibration are as follows:
钻压标定:对钻压为0~250kN情况进行了标定,加载钻压级差2kN即0kN、2kN、4kN、……、250kN,标定结果如图7所示。由标定结果可知,井下工程参数测量仪在轴向加载情况下的线性度比较理想,测量仪实际承受的轴向力载荷与测量电路输出信号可认为是线性的,则标定实验中钻压值WOB与电压输出数字信号n之间的关系为:WOB=0.5722(n–nP0),其中nP0=142。需要说明的是:其中nP0是数字量,它是井下工程参数测量仪承受钻压为0时测量电路所输出的数字量,称为测量仪钻压测量零点。现场使用时,测量电路输出数字量值按照上式进行转换后即可将传感器信号转变为钻压物理量。WOB calibration: The WOB was calibrated when the WOB was 0 to 250kN, and the WOB differential was loaded with 2kN, namely 0kN, 2kN, 4kN, ..., 250kN. The calibration results are shown in Figure 7. It can be seen from the calibration results that the linearity of the downhole engineering parameter measuring instrument is ideal under the condition of axial loading. The actual axial force load of the measuring instrument and the output signal of the measuring circuit can be considered to be linear, so the WOB value in the calibration experiment is WOB. The relationship with the voltage output digital signal n is: WOB=0.5722(n−n P0 ), where n P0 =142. It should be noted that: n P0 is a digital quantity, which is the digital quantity output by the measuring circuit when the downhole engineering parameter measuring instrument bears the WOB of 0, which is called the zero point of the WOB measurement of the measuring instrument. When used in the field, the sensor signal can be converted into the physical quantity of WOB after the digital value output by the measuring circuit is converted according to the above formula.
扭矩标定:对扭矩值为0~8kN-m情况进行标定,加载扭矩级差0.2kN-m即0kN-m、0.2kN-m、0.4kN-m、……、8kN-m,标定结果如图8所示。由标定结果可知,井下工程参数测量仪在加载扭矩情况下的线性度还是比较理想的,测量仪实际承受的扭矩载荷与测量电路输出信号可认为是线性的,则标定实验中扭矩TOB与输出数字量n之间的关系为:T=0.0347(n–nT0),其中nT0=142。需要说明的是:其中nT0是数字量,它是井下工程参数测量仪承受扭矩为0时测量电路所输出的数字量,称为测量仪扭矩测量零点。现场使用时,测量电路输出数字量值按照上式进行转换后即可将传感器信号转变为扭矩物理量。Torque calibration: calibrate the torque value of 0~8kN-m, the loading torque difference is 0.2kN-m, that is, 0kN-m, 0.2kN-m, 0.4kN-m, ..., 8kN-m, the calibration result is shown in Figure 8 shown. It can be seen from the calibration results that the linearity of the downhole engineering parameter measuring instrument under the loading torque condition is relatively ideal, and the torque load actually borne by the measuring instrument and the output signal of the measuring circuit can be considered to be linear. The relationship between the quantities n is: T=0.0347(n-n T0 ), where n T0 =142. It should be noted that n T0 is a digital quantity, which is the digital quantity output by the measuring circuit when the downhole engineering parameter measuring instrument bears the torque of 0, which is called the torque measurement zero point of the measuring instrument. When used on site, the sensor signal can be converted into a torque physical quantity after the output digital value of the measuring circuit is converted according to the above formula.
以上所述,仅为本发明的较佳实施例,并非对本发明做任何形式上的限制。任何熟悉本领域的技术人员,在不脱离本发明技术方案范围情况下,都可利用上述所述技术内容对本发明技术方案做出许多可能的变动和修饰,或修改为等同变化的等效实施例。因此,凡是未脱离本发明技术方案的内容,依据本发明的技术对以上实施例所做的任何改动修改、等同变化及修饰,均属于本技术方案的保护范围。The above descriptions are only preferred embodiments of the present invention, and do not limit the present invention in any form. Any person skilled in the art, without departing from the scope of the technical solution of the present invention, can use the above-mentioned technical content to make many possible changes and modifications to the technical solution of the present invention, or be modified to equivalent embodiments of equivalent changes. . Therefore, any modifications, equivalent changes and modifications made to the above embodiments according to the technology of the present invention without departing from the content of the technical solution of the present invention all belong to the protection scope of the technical solution of the present invention.
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