CN209841245U - A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function - Google Patents
A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function Download PDFInfo
- Publication number
- CN209841245U CN209841245U CN201920971807.8U CN201920971807U CN209841245U CN 209841245 U CN209841245 U CN 209841245U CN 201920971807 U CN201920971807 U CN 201920971807U CN 209841245 U CN209841245 U CN 209841245U
- Authority
- CN
- China
- Prior art keywords
- steel
- shell
- earth pressure
- pressure gauge
- end cover
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000012937 correction Methods 0.000 title abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 12
- 238000012544 monitoring process Methods 0.000 claims abstract description 8
- 230000006835 compression Effects 0.000 claims description 10
- 238000007906 compression Methods 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 238000012806 monitoring device Methods 0.000 claims 1
- 238000005259 measurement Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000006698 induction Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009530 blood pressure measurement Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
Abstract
本实用新型涉及岩土工程监测领域,具体的说是一种具有偏差纠正功能的振弦式土压力计。包括壳体,在壳体中设有钢弦和偏差纠正机构;钢弦的一端固定在夹线螺栓上,另一端通过设置在环形外壳上并与夹线螺栓相对的锁紧机构压实固定;偏差纠正机构包括分别固定在上端盖和下端盖内侧中心位置的铁芯和分别绕设在铁芯上线圈,在环形外壳上开设有供电缆穿入壳体内腔中以向线圈供电的穿孔。本实用新型可克服现有振弦式土压力计测量精度不够、钢弦不能更换和张力不能调整的缺点。
The utility model relates to the field of geotechnical engineering monitoring, in particular to a vibrating wire earth pressure gauge with a deviation correction function. It includes a shell, and a steel string and a deviation correction mechanism are arranged in the shell; one end of the steel string is fixed on the wire clamping bolt, and the other end is compacted and fixed by a locking mechanism arranged on the annular casing and opposite to the wire clamping bolt; The deviation correction mechanism includes iron cores fixed on the inner center of the upper end cover and the lower end cover respectively, and coils respectively wound on the iron cores. The utility model can overcome the shortcomings of the existing vibrating wire earth pressure gauges that the measurement accuracy is insufficient, the steel strings cannot be replaced and the tension cannot be adjusted.
Description
技术领域technical field
本实用新型涉及岩土工程监测领域,具体的说是一种具有偏差纠正功能的振弦式土压力计。The utility model relates to the field of geotechnical engineering monitoring, in particular to a vibrating wire earth pressure gauge with a deviation correction function.
背景技术Background technique
随着城市基础设施建设的快速发展,高层建筑施工、地铁修建、边坡治理等工程越来越多。这类工程的基础深、范围大,其与岩土体接触压力的大小关系到地层沉降,影响了工程的施工和使用安全。因此,对混凝土、岩石等刚性建筑物与土壤接触面上所承受的土压力进行监测十分必要。通过接触土压力监测,可了解刚性建筑物承受土压力的大小及其分布和变化规律,为建筑设计和养护修理提供依据。With the rapid development of urban infrastructure construction, there are more and more projects such as high-rise building construction, subway construction, and slope management. The foundation of this type of project is deep and large, and the contact pressure between it and the rock and soil mass is related to the stratum settlement, which affects the construction and use safety of the project. Therefore, it is very necessary to monitor the earth pressure on the contact surface between concrete, rock and other rigid buildings and soil. Through the monitoring of contact earth pressure, the magnitude, distribution and variation law of earth pressure on rigid buildings can be known, which can provide a basis for building design, maintenance and repair.
目前,测量岩石或混凝土与土壤接触面压力的传感器是土压力计,常用的土压力计包括电阻应变式土压力计、振弦式土压力计等。振弦式土压力计以频率作为输出信号,抗干扰能力强,远距离输送产生的误差极小等优点被广泛使用。振弦式土压力计的工作原理是,当被测结构物内土应力发生变化时,土压力计感应板同步感受应力的变化,感应板将会产生变形,变形传递给振弦转变成振弦应力的变化,从而改变振弦的振动频率。电磁线圈激振振弦并测量其振动频率,频率信号经电缆传输至读数装置,即可测出被测结构物的压应力值。At present, the sensor that measures the pressure on the contact surface between rock or concrete and soil is an earth pressure gauge. Commonly used earth pressure gauges include resistance strain earth pressure gauges, vibrating wire earth pressure gauges, and the like. The vibrating wire earth pressure gauge uses the frequency as the output signal, and has the advantages of strong anti-interference ability and minimal error caused by long-distance transmission. The working principle of the vibrating wire earth pressure gauge is that when the soil stress in the measured structure changes, the earth pressure gauge induction plate will sense the change of stress synchronously, and the induction plate will be deformed, and the deformation will be transmitted to the vibrating wire and transformed into a vibrating wire. Changes in stress, thereby changing the vibration frequency of the vibrating wire. The electromagnetic coil excites the vibrating wire and measures its vibration frequency. The frequency signal is transmitted to the reading device through the cable, and the compressive stress value of the measured structure can be measured.
应该指出的是,土压力计的工作环境非常恶劣,常常由于安装不当产生测量偏差、钢弦断裂失效等情况,使土压力计起不到检测作用。It should be pointed out that the working environment of the earth pressure gauge is very bad, and the measurement deviation and the failure of the steel string are often caused by improper installation, so that the earth pressure gauge cannot play a role in detection.
实用新型内容Utility model content
本实用新型旨在提供一种具有偏差纠正功能的振弦式土压力计,能够纠正土压力测量偏差并且钢弦可以更换或调整。克服现有振弦式土压力计测量精度不够、钢弦不能更换和张力不能调整的缺点。The utility model aims to provide a vibrating wire earth pressure gauge with a deviation correction function, which can correct the earth pressure measurement deviation and the steel strings can be replaced or adjusted. It overcomes the shortcomings of the existing vibrating wire earth pressure gauge that the measurement accuracy is insufficient, the steel string cannot be replaced and the tension cannot be adjusted.
为了解决以上技术问题,本实用新型采用的技术方案为:一种具有偏差纠正功能的振弦式土压力计,包括壳体,在壳体中设有钢弦和用于激励钢弦并获取钢弦振动频率以修正土压力监测数值的偏差纠正机构;壳体包括环形外壳和固定在环形外壳两端位置的上端盖和下端盖;钢弦的一端固定在夹线螺栓上,夹线螺栓配合安装在开设于环形外壳上的第一螺纹孔中,钢弦的另一端通过设置在环形外壳上并与夹线螺栓相对的锁紧机构压实固定,锁紧机构包括压紧螺栓、弹簧以及钢球,在环形外壳上沿由外至内的方向依次开设有第二螺纹孔和锥形孔,锥形孔的小端与壳体内腔连通以使钢弦可由锥形孔的小端穿设于壳体的外部,压紧螺栓配合安装在第二螺纹孔中并具有供钢弦穿过的中心通孔,钢球配合安装在锥形孔中,弹簧设置在压紧螺栓和钢球之间并用于与压紧螺栓配合以将钢球紧压在锥形孔孔壁上;偏差纠正机构包括分别固定在上端盖和下端盖内侧中心位置的铁芯和分别绕设在铁芯上线圈,在环形外壳上开设有供电缆穿入壳体内腔中以向线圈供电的穿孔。In order to solve the above technical problems, the technical scheme adopted by the present utility model is: a vibrating wire earth pressure gauge with a deviation correction function, comprising a shell, and a steel string and a steel string for exciting the steel string and obtaining the steel string are arranged in the shell. The vibration frequency of the string is used to correct the deviation correction mechanism of the monitoring value of the earth pressure; the shell includes an annular casing and an upper end cover and a lower end cover fixed at both ends of the annular casing; one end of the steel string is fixed on the clamping bolt, and the clamping bolt is installed In the first threaded hole opened on the annular casing, the other end of the steel string is compacted and fixed by a locking mechanism arranged on the annular casing and opposite to the wire clamping bolt. The locking mechanism includes a compression bolt, a spring and a steel ball. , a second threaded hole and a conical hole are sequentially opened on the annular casing along the direction from the outside to the inside, and the small end of the conical hole is communicated with the inner cavity of the casing so that the steel chord can pass through the casing through the small end of the conical hole. Outside the body, the compression bolt is fitted in the second threaded hole and has a central through hole for the steel chord to pass through, the steel ball is fitted in the tapered hole, and the spring is arranged between the compression bolt and the steel ball and used for It cooperates with the pressing bolt to press the steel ball tightly on the wall of the conical hole; the deviation correction mechanism includes an iron core fixed at the inner center of the upper end cover and the lower end cover respectively, and coils respectively wound on the iron core, in the annular shell The upper part is provided with a perforation for the cable to penetrate into the inner cavity of the casing to supply power to the coil.
优选的,钢弦沿壳体的径向分布,两根电缆均正交分布于钢弦。Preferably, the steel chords are distributed along the radial direction of the casing, and both cables are orthogonally distributed on the steel chords.
优选的,两个铁芯分别采用绝缘的粘合剂粘结固定在上端盖和下端盖上。Preferably, the two iron cores are respectively bonded and fixed on the upper end cap and the lower end cap by using an insulating adhesive.
优选的,壳体采用钢制材料制作。Preferably, the shell is made of steel material.
优选的,压紧螺栓和夹线螺栓均为沉头一字型螺栓,在夹线螺栓的端头位置设有用于夹紧固定钢弦的切缝。Preferably, both the pressing bolt and the thread clamping bolt are countersunk head in-line bolts, and a slit for clamping and fixing the steel chord is provided at the end position of the thread clamping bolt.
优选的,穿孔中设有采用橡胶材料制作且中空的密封塞,密封塞的内孔与电缆过盈配合,密封塞的外周沿环向设有与穿孔内壁配合密封的膨胀条。Preferably, the perforation is provided with a hollow sealing plug made of rubber material, the inner hole of the sealing plug is in interference fit with the cable, and the outer circumference of the sealing plug is provided with an expansion strip that cooperates and seals with the inner wall of the perforation.
有益效果beneficial effect
本实用新型提供了一种具有偏差纠正功能的振弦式土压力计,在土压力监测时,利用读数器分别获取两组线圈激发的振弦振动频率,当两组测试数据接近时,以平均值作为最终输出频率;当两组数据差别较大时,表明土压力计安装失效。从而纠正弦式土压力计的偏差,提高测量精度。The utility model provides a vibrating wire earth pressure gauge with a deviation correction function. When monitoring the earth pressure, a reader is used to obtain the vibration frequencies of the vibrating wires excited by two sets of coils respectively. The value is taken as the final output frequency; when the difference between the two groups of data is large, it indicates that the installation of the earth pressure gauge fails. Thereby, the deviation of the chord-type earth pressure gauge is corrected and the measurement accuracy is improved.
同时,该土压力计还有钢弦更换和张力可调整的优点,提高了土压力计的使用寿命和适应性。At the same time, the earth pressure gauge has the advantages of steel string replacement and adjustable tension, which improves the service life and adaptability of the earth pressure gauge.
附图说明Description of drawings
图1为本实用新型的正视剖视图;Fig. 1 is the front sectional view of the utility model;
图2为图1中A部分的放大结构示意图;Fig. 2 is the enlarged structural representation of part A in Fig. 1;
图3为本实用新型的侧视剖视图;Fig. 3 is the side sectional view of the utility model;
图4为图3中B部分的放大结构示意图;Fig. 4 is the enlarged structural representation of part B in Fig. 3;
图中标记:1、上端盖,2、线圈,3、铁芯,4、钢弦,5、锁紧机构,501、压紧螺栓,502、弹簧,503、钢球,6、下端盖,7、环形外壳,8、夹线螺栓,9、密封塞,10、电缆,11、膨胀条。Markings in the figure: 1. Upper end cap, 2. Coil, 3. Iron core, 4. Steel string, 5. Locking mechanism, 501, Compression bolt, 502, Spring, 503, Steel ball, 6. Lower end cap, 7 , Ring housing, 8, clamping bolt, 9, sealing plug, 10, cable, 11, expansion strip.
具体实施方式Detailed ways
如图1及图3所示,本实用新型的一种具有偏差纠正功能的振弦式土压力计,包括形状为圆饼形的壳体以及设置在壳体内腔中的钢弦4和偏差纠正机构。壳体包括环形外壳7和分别通过螺钉固定在环形外壳7两端位置的上端盖1和下端盖6。当土压力计工作时,可通过偏差纠正机构激励钢弦4并获取其振动频率,实现土压力监测数值修正。As shown in Figures 1 and 3, a vibrating wire earth pressure gauge with a deviation correction function of the present invention includes a pie-shaped shell, a steel string 4 arranged in the inner cavity of the shell, and a deviation correction mechanism. The casing includes an annular casing 7 and an upper end cover 1 and a lower end cover 6 respectively fixed at both ends of the annular casing 7 by screws. When the earth pressure gauge is working, the steel string 4 can be excited by the deviation correction mechanism and its vibration frequency can be obtained, so as to realize the correction of the earth pressure monitoring value.
偏差纠正机构包括分别固定在上端盖1和下端盖6内侧中心位置的铁芯3和分别绕设在铁芯3上线圈2,在环形外壳7上开设有供电缆10穿入壳体内腔中以向线圈2供电的穿孔。在土压力监测时,利用读数器分别获取两组线圈2激发的振弦振动频率,当两组测试数据接近时,以平均值作为最终输出频率;当两组数据差别较大时,表明土压力计安装失效。The deviation correction mechanism includes an iron core 3 fixed at the inner center position of the upper end cover 1 and the lower end cover 6 respectively, and a coil 2 wound on the iron core 3 respectively. Perforation to supply power to coil 2. When monitoring the earth pressure, use the reader to obtain the vibration frequency of the vibrating wire excited by the two sets of coils 2 respectively. When the two sets of test data are close, the average value is used as the final output frequency; when the two sets of data are significantly different, it indicates that the earth pressure The meter installation fails.
本实施例中的壳体采用钢材料制作,两个铁芯3分别采用绝缘的AB胶粘结固定在上端盖1和下端盖6上。穿孔中设有采用橡胶材料制作且中空的密封塞9,密封塞9的内孔与电缆10过盈配合,密封塞9的外周沿环向设有膨胀条11,在将电缆10穿设在密封塞9的内孔中后,膨胀条11膨胀并与穿孔内壁配合将穿孔密封。The shell in this embodiment is made of steel material, and the two iron cores 3 are respectively bonded and fixed on the upper end cover 1 and the lower end cover 6 by insulating AB glue. The perforation is provided with a hollow sealing plug 9 made of rubber material. The inner hole of the sealing plug 9 is in an interference fit with the cable 10. The outer periphery of the sealing plug 9 is provided with an expansion strip 11 in the circumferential direction. After being inserted into the inner hole of the plug 9, the expansion strip 11 expands and cooperates with the inner wall of the hole to seal the hole.
夹线螺栓8为一字型沉头螺栓并配合安装在开设于环形外壳7上的第一螺栓孔中,在其端头开设有用于夹紧固定钢弦4的切缝。钢弦4沿壳体的径向分布,两根电缆10均正交分布于钢弦4,钢弦4的一端固定在夹线螺栓8的切缝中,另一端通过设置在环形外壳7上并与夹线螺栓8相对的锁紧机构5压实固定。锁紧机构5包括压紧螺栓501、弹簧502以及钢球503,可实现钢弦4张力调整和更换。在环形外壳7上沿由外至内的方向依次开设有第二螺纹孔和锥形孔,锥形孔的小端与壳体内腔连通以使钢弦4可由锥形孔的小端穿设于壳体的外部,压紧螺栓501配合安装在第二螺纹孔中并具有供钢弦4穿过的中心通孔,钢球503配合安装在锥形孔中,弹簧502设置在压紧螺栓501和钢球503之间并用于与压紧螺栓501配合以将钢球503紧压在锥形孔孔壁上。The wire clamping bolt 8 is a slot-shaped countersunk head bolt and is fitted in the first bolt hole opened on the annular housing 7 , and a slit for clamping and fixing the steel chord 4 is formed at the end of the clamping bolt 8 . The steel chords 4 are distributed along the radial direction of the housing, and the two cables 10 are orthogonally distributed on the steel chords 4. One end of the steel chords 4 is fixed in the slit of the clamping bolt 8, and the other end is arranged on the annular housing 7 and The locking mechanism 5 opposite to the thread tensioning bolt 8 is compacted and fixed. The locking mechanism 5 includes a pressing bolt 501 , a spring 502 and a steel ball 503 , which can realize tension adjustment and replacement of the steel string 4 . A second threaded hole and a tapered hole are sequentially opened on the annular housing 7 along the direction from the outside to the inside. The small end of the tapered hole communicates with the inner cavity of the housing so that the steel chord 4 can pass through the small end of the tapered hole. Outside the housing, the pressing bolt 501 is fitted in the second threaded hole and has a central through hole for the steel chord 4 to pass through, the steel ball 503 is fitted in the tapered hole, and the spring 502 is arranged on the pressing bolt 501 and the The steel balls 503 are used to cooperate with the pressing bolts 501 to press the steel balls 503 on the wall of the tapered hole.
钢弦4安装或更换的操作方法为:a将钢弦4线由压紧螺栓501一侧的第二螺纹孔和锥形孔穿入壳体内腔,从夹线螺栓8一侧的第一螺纹孔穿出;b把钢弦4线压入夹线螺栓8头部的切缝中,并将夹线螺栓8旋紧在第一螺纹孔中;c在压紧螺栓501一侧依次放入钢球503、弹簧502和压紧螺栓501,采用张力器牵拉钢弦4,使钢弦4达到指定应力;d旋进压紧螺栓501并通过钢球503将钢弦4紧压固定在锥形孔中,完成钢弦4的安装。The operation method of installing or replacing the steel string 4 is as follows: a. Insert the steel string 4 wire through the second threaded hole and the tapered hole on the side of the compression bolt 501 into the inner cavity of the shell, and from the first thread on the side of the clamping bolt 8 B. Press the steel string 4 into the slit of the head of the thread clamping bolt 8, and tighten the thread clamping bolt 8 in the first threaded hole; The ball 503, the spring 502 and the compression bolt 501, use the tensioner to pull the steel string 4 to make the steel string 4 reach the specified stress; d screw the compression bolt 501 and use the steel ball 503 to press and fix the steel string 4 on the tapered In the hole, the installation of the steel string 4 is completed.
钢弦4应力调整的操作方法为:松开压紧螺栓501,通过张力器牵拉钢弦4调整钢弦4张力,调整后再旋紧压紧螺栓501,重新固定钢弦4并实现钢弦4应力的改变。The operation method of stress adjustment of the steel string 4 is: loosen the compression bolt 501, adjust the tension of the steel string 4 by pulling the steel string 4 through the tensioner, and then tighten the compression bolt 501 after adjustment, re-fix the steel string 4 and realize the steel string 4. 4 Stress changes.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920971807.8U CN209841245U (en) | 2019-06-26 | 2019-06-26 | A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920971807.8U CN209841245U (en) | 2019-06-26 | 2019-06-26 | A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209841245U true CN209841245U (en) | 2019-12-24 |
Family
ID=68899073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920971807.8U Expired - Fee Related CN209841245U (en) | 2019-06-26 | 2019-06-26 | A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209841245U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113091883A (en) * | 2021-04-02 | 2021-07-09 | 厦门邦创信息技术有限公司 | Tension keeping structure, tension keeping device and vibrating wire type equipment |
-
2019
- 2019-06-26 CN CN201920971807.8U patent/CN209841245U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113091883A (en) * | 2021-04-02 | 2021-07-09 | 厦门邦创信息技术有限公司 | Tension keeping structure, tension keeping device and vibrating wire type equipment |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103485373A (en) | Method for testing pile body stress of static pressure high-strength prestressed concrete pipe pile | |
CN103512686A (en) | Static pressure high-strength prestressed concrete pipe pile body stress testing device | |
CN209841245U (en) | A Vibrating Wire Earth Pressure Gauge with Deviation Correction Function | |
CN107643137B (en) | Method for testing pile body stress of miniature steel pipe pile | |
CN110579306B (en) | Vibrating wire type pressure sensor | |
CN203479436U (en) | Static pressure high-strength prestressed concrete pipe pile body stress testing device | |
CN203310698U (en) | Coal mine tunnel coal-rock mass anchoring performance testing device | |
CN105928650B (en) | The method of the indoor test expansion sleeve bolt anchor head bulbs of pressure | |
CN110398310A (en) | Dynamometry bolt, bolt stress measuring system and method based on built-in steel string type sensor | |
KR101175622B1 (en) | Ground anchor monitoring system | |
CN108168621B (en) | Device for simultaneously measuring water pressure, temperature and mining stress | |
CN207228185U (en) | Open-end PHC tubular pile end resistance testing device | |
CN109238517B (en) | Detection device and detection method for axial force of anchor rod | |
CN117705338B (en) | Vibrating wire type osmometer for reservoir dam safety monitoring | |
CN106092728A (en) | The control method of each point three-dimensional stress in asphalt circle ring column test specimen | |
CN104697674A (en) | Anchor rod stress testing device and application method thereof | |
CN211877636U (en) | A measuring device considering the bearing capacity of pressure grouting anchor | |
CN113916405B (en) | Soil pressure monitoring device for pipe jacking construction and installation method thereof | |
US20150167662A1 (en) | Systems and methods for determining mechanical stress of a compressor | |
CN219573333U (en) | Vibrating wire type osmometer | |
CN116753897A (en) | Device and method for measuring deformation of concrete-filled steel tube members | |
CN210426393U (en) | A composite anchor cable dynamometer alignment device | |
CN206859196U (en) | Soil pressure against piles detect and protection device | |
CN102162357A (en) | Method for testing in-situ internal stress of vertical shaft wall | |
CN216081839U (en) | Soil pressure monitoring device for pipe jacking construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191224 Termination date: 20200626 |