CN106645432B - A kind of automatic coupling sonic test system and sonic test method - Google Patents

A kind of automatic coupling sonic test system and sonic test method Download PDF

Info

Publication number
CN106645432B
CN106645432B CN201611237939.5A CN201611237939A CN106645432B CN 106645432 B CN106645432 B CN 106645432B CN 201611237939 A CN201611237939 A CN 201611237939A CN 106645432 B CN106645432 B CN 106645432B
Authority
CN
China
Prior art keywords
water
sonic
sonic test
section
bag
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.)
Active
Application number
CN201611237939.5A
Other languages
Chinese (zh)
Other versions
CN106645432A (en
Inventor
汪小刚
段庆伟
刘立鹏
姜龙
凌永玉
曹瑞琅
王玉杰
赵宇飞
孙平
林兴超
贾志欣
郑理峰
张扬
皮进
孙兴松
傅睿智
邹佳成
王国岗
黄畅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Institute of Water Resources and Hydropower Research
Original Assignee
China Institute of Water Resources and Hydropower Research
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Institute of Water Resources and Hydropower Research filed Critical China Institute of Water Resources and Hydropower Research
Priority to CN201611237939.5A priority Critical patent/CN106645432B/en
Publication of CN106645432A publication Critical patent/CN106645432A/en
Application granted granted Critical
Publication of CN106645432B publication Critical patent/CN106645432B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • G01N29/28Details, e.g. general constructional or apparatus details providing acoustic coupling, e.g. water
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2291/00Indexing codes associated with group G01N29/00
    • G01N2291/02Indexing codes associated with the analysed material
    • G01N2291/023Solids
    • G01N2291/0232Glass, ceramics, concrete or stone
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2291/00Indexing codes associated with group G01N29/00
    • G01N2291/02Indexing codes associated with the analysed material
    • G01N2291/028Material parameters
    • G01N2291/0289Internal structure, e.g. defects, grain size, texture

Abstract

The present invention provides a kind of automatic coupling sonic test system and sonic test methods, automatic coupling sonic test system mainly includes sonic test equipment and water filling pressurized equipment two parts, wherein sonic test equipment includes sonic probe (1), sonic probe (1) one end is equipped with water supply connector (3), water supply connector (3) is equipped with inlet opening (7), acoustic signals cable passage hole (8) connects bolt (14) with push rod, sonic probe (1) other end is provided with fixed quarter butt (4), it is characterised in that:Sonic test equipment further includes flexible weak permeable bag (2), is sleeved on sonic probe (1) outside, and the weak permeable bag (2) of the flexibility includes seal section and active section.As a result of flexible weak permeable bag, flexibility ensure that a type is applicable to aperture of different sizes.Weak water penetration, it may not be necessary to which end sets gas vent, and ensures effectively ensure probe and hole wall coupled problem in test section full of water between active section bag and hole wall.

Description

A kind of automatic coupling sonic test system and sonic test method
Technical field
The system of sonic test and sonic test method are conveniently carried out in the borehole the invention belongs to a kind of, as long as aperture Satisfaction can put test probe into, be applicable to not ensure the water-filled all drillings that drill during test.
Background technology
Sonic test is one of elastic wave testing method, and theoretical foundation establishes the propagation reason in solid dielectric Elastic Wave By upper, this method is to emit sound wave to medium (rock, rock mass, concrete structures) in the method for electromagnetic exciting, certain The sound wave of media physical characteristics is received on space length, by observing and analyzing spread speed of the sound wave in different medium, shake The parameters,acoustics such as width, frequency, the related characteristic of detection medium (rock, rock mass, concrete structures).Sonic detection technology has It is widely used, achievement is highly practical, does not destroy the advantages that engineering works completely, at home and abroad popularizes rapidly, become should It is one of main means in China's infrastructural project as quality examination with widest lossless detection method.Therefore, No matter China obtains major progress in terms of monitoring technology, instrument and equipment, making the technology, many construction projects are extensive at home It promotes and applies, is improving construction quality, removing a hidden danger, ensures that secure context has played great function.
Sonic test is often to be detected in drilling in media as well, sonic probe is put into specific engineer application After in hole, it is desirable that the outer surface whole medium hole wall good contact of transmitting probe and receiving transducer, could obtain both stabilizations has standard If true test result is extremely difficult without the help of couplant.In order to ensure good contact, it is necessary to visit Full of couplant between head and hole wall, verify that water is ideal couplant by engineering practice in decades.Mesh In preceding sonic test, take in hole full of water, using water as couplant, be commonly used method, but enclosed in complexity Under rock condition and test environment, in large-section underground cavern and tunnel, following several situations are frequently encountered:It is (1) anhydrous in hole, That is dry hole, (2) even if there is underground water, but without full of instrument connection, (3) flat hole and uphole, existing in (4) total drilling section strong and weak Permeable perforated section.Several situations more than running into, just must the water filling constantly into hole, aperture carries out water blockoff, ensures water full of entire Drilling, when needing to carry out the test of tens hole sections in a drilling, it is necessary to the water filling of tens times, water blockoff circulate operation, Extremely time-consuming, laborious, when running into uphole or the drilling of highly permeable perforated section, operation is just more difficult, and case above greatly limits The popularization and application of sonic test technology at the scene.
It is mainly solved the above problems both at home and abroad on sonic test by two kinds of approach, the first approach is not make at present With couplant, increase focus transmission power in transmitting probe or set in receiving transducer installation signal amplification, improve and receive signal Ability.This method can be tied and solved the problems, such as to a certain extent, but working practice shows that monitoring effect is unsatisfactory, former Because being to increase transmission power, but due to detection system couple with hole wall it is bad, transmitting terminal energy before entrance detection body just Loss is totally;And enhance and receive signal, it is easy to be disturbed be subject to ambient noise.Second of approach is from sonic probe and hole wall Coupling is started with, and has port closing method, and starting point is to make to form confined space in hole, it is therefore an objective to the water of injection be made to ensure full of test Hole, this method port closing equipment is fixed, when needing to do the sonic test at multiple positions in a hole, mobile sonic probe pole For inconvenience, sonic probe is moved close to orifice position when being tested, if entire instrument connection hole wall has one section, there are larger Permeable crushed zone when, it is necessary to water injection rate is increased, otherwise it is difficult to ensure that water is full of in hole.
The content of the invention
In order to solve the above technical problems, it is an object of the invention to provide a kind of automatic coupling sonic test system and sound waves Test method not only can guarantee the stability and accuracy of test result, but also can carry out sonic test efficiently time saving and energy savingly.For Realize foregoing invention purpose, the invention is realized by the following technical scheme:
A kind of automatic coupling sonic test system mainly includes sonic test equipment and water filling pressurized equipment two parts, Middle sonic test equipment includes sonic probe, and sonic probe one end is equipped with water supply connector, and water supply connector is equipped with inlet opening, sound wave Signal cable access opening connects bolt with push rod, and the sonic probe other end is provided with fixed quarter butt;Wherein sonic test equipment Flexible weak permeable bag is further included, is sleeved on outside sonic probe, the weak permeable bag of the flexibility includes seal section and active section.
Water filling pressurized equipment includes water tank, water filling pressure pump, water pressure gauge and water injection pipe, and water injection pipe is divided into two sections, one section The inlet opening of water tank and water filling pressure pump, another section of connection water filling pressure pump and sound wave test equipment water supply connector is connected, Three-way connection in the section is installed, water pressure gauge is installed on three-way connection.
In order to preferably seal flexible weak permeable bag, three annulars are equipped on the outside of water supply connector and on the outside of fixed quarter butt Water stopping trough.
Flexible weak permeable bag both ends are tightly wrapped in water supply connector and fixed quarter butt, and bundle is stranded at ring seal slot, are protected Card sealing is water-tight, and permeable amount of the flexible weak permeable bag in the case where designing hydraulic pressure is no more than the 10% of water injection equipment maximum injecting quantity. The seal section of flexible weak permeable bag is waterproof rubber material, and active section is flexible weak dank material.Waterproof rubber material Butyl rubber material is generally used using with good air-tightness, heat resistance, elasticity, resistance to ag(e)ing and smaller permanent deformation Material.Flexible weak seepy material, which uses, to be had certain elasticity, has higher-strength and the cotton yarn cloth of certain water penetration.Seal section ensure that Bath does not generate a large amount of leaks to both ends in bag, reduces water consumption.
Flexible weak permeable bag has certain water penetration, is mainly reflected on the infiltration coefficient of material, and infiltration coefficient will Slightly larger than the coefficient of permeability of hole wall rock mass, ensure that gap can be full of water between permeable bag and hole wall, but permeable amount cannot be more than note The water injection rate of wetting system, general control are no more than 1/10 or so of water injection rate in its permeable amount.
The sonic test method of the automatic coupling sonic test system of the present invention mainly includes the following steps that:
(1) water inlet pipe is connected in sonic test equipment water inlet, connecting portion carries out sealing, the connection of the water inlet pipe other end Water filling pressure pump installs water pressure gauge, another section of water injection pipe connection water tank and water filling pressure pump on three-way connection;
(2) substantially estimate that sonic test equipment to the vertical height of water pressure gauge, ensures that sonic test Flexible Equipment is weak permeable Water-in-bag pressure is maintained at the hydraulic pressure of 0.05-0.01MPa, calculates the hydraulic pressure value at pressure gauge according to vertical height, sets and add water Pressure;
(3) after preparation is ready, push rod is installed at push rod connection bolt, is set sonic test by push rod It is standby to be pushed to designated depth in hole;
(4) water filling pressurization is carried out into the weak permeable bag of flexibility of sonic test equipment by water filling pressure pump, it is flexible weak Air is discharged by weak permeable bag in permeable bag, and simultaneously turgor test hole section is contacted with hole wall for flexible weak permeable bag expansion, full of water Afterwards, by weak head water bag, outwards leakage is full of the gap between bag and hole wall to water-in-bag, and passes through the certain pressure set, protects The good coupling of probe and hole wall is demonstrate,proved;
(5) after water filling to setting pressure, water filling force (forcing) pump persistently carries out ftercompction work, proceeds by sonic test;
After (6) hole sections are tested, by the pressure relief vent of water filling force (forcing) pump, the water section in flexible weak permeable bag is arranged Go out, permeable bag is shunk, and departs from hole wall, test equipment is avoided to damage weak permeable band structure when moving back and forth;
(7) by push rod, sonic test equipment is pushed to another hole section, water filling again is pressurizeed, and treats hydraulic pressure to specified During hydraulic pressure value, subsequently persistently ftercompction, you can carry out another hole section test.
Before and after push rod during push sonic test equipment, cable and water injection pipe move back and forth together.Water filling pressure pump Can be handlance pump or electronic small pump, if need ftercompction that can be controlled by manual control or by intelligent automation.
According to above-mentioned technical proposal, the flexible weak permeable sonic test system of automatic coupling of the invention is as a result of flexibility Weak permeable bag, flexibility ensure that a type is applicable to aperture of different sizes.Weak water penetration, it may not be necessary to which end sets exhaust Hole, and ensure effectively ensure probe and hole wall coupled problem in test section full of water between active section bag and hole wall.
Description of the drawings
Fig. 1 is the overall structure diagram of the automatic coupling sonic test system of the present invention.
Fig. 2 is the sectional view of the sonic probe in the sonic test equipment of the present invention.
Fig. 3 is the structure diagram of the weak permeable bag of flexibility of the present invention
Fig. 4 is the side view of the sonic probe in the sonic test equipment of the present invention.
Wherein, 1- sonic probes, the flexible weak permeable bags of 2-, 3- water supply connectors, 4- fix quarter butt, 5- water stopping troughs, 6- sealings Slot, 7- inlet openings, 8- acoustic signals cable passages hole, 9- water tanks, 10- water filling pressure pumps, 11- water injection pipes, 12- water pressure gauges, 13- three-way connections, 14- push rod connection bolt, 15- active sections, 16- seal sections
Specific embodiment:
The automatic coupling sonic test system of the present invention is mainly by sonic test equipment and water filling pressurized equipment two parts group Into.As shown in Figure 1, sonic test equipment includes sonic probe 1 and flexible weak permeable bag 2,1 one end of sonic probe is equipped with water inlet and connects First 3, water supply connector 3 is a cylindrical type body of stainless steel, and 3 end of water supply connector is equipped with inlet opening 7, acoustic signals cable passage hole 8 connect bolt 14 with push rod, and sound wave cable is sealed at acoustic signals cable passage hole 8, and sealing material can be born The pressure of 0.3MPa.3 outer surface of water supply connector is equipped with three ring seal slots 5, and 1 other end of sonic probe is equipped with a cylinder Type body of stainless steel fixes quarter butt 4, and 4 outer surface of fixed quarter butt is equipped with three ring seal slots 6.Flexible weak permeable bag 2 is by sealing Section and active section two parts composition, seal section are the larger rubber material of waterproof elasticity, and active section is flexible weak permeable Material.Flexible weak permeable bag 2 is sleeved on outside sonic probe 1, and flexible weak permeable 2 both ends of bag are tightly wrapped in water supply connector 3 and fixed On quarter butt 4, and bundle is stranded at ring seal slot 5,6, ensures that sealing is water-tight, it is flexible weak permeable/2 permeable in the case where designing hydraulic pressure Amount is no more than the 10% of water injection equipment maximum injecting quantity.
Water filling pressurized equipment is made of water tank 9, water filling pressure pump 10, water pressure gauge 12 and water injection pipe 11, and water injection pipe 11 divides For two sections, one section of connection water tank 9 and water filling pressure pump 10, another section of connection water filling pressure pump 10 and sound wave test equipment into Water connects the inlet opening 7 of 3, and three-way connection is equipped in the section, water pressure gauge is installed on three-way connection.
Sonic test equipment is made of sonic probe 1 and flexible weak permeable bag 2.1 one end of sonic probe is equipped with water supply connector 3,3 end of water supply connector is equipped with inlet opening 7, acoustic signals cable passage 8 connects bolt 9 with push rod.The other end, which is equipped with, to be fixed The outer surface of quarter butt 4, water supply connector 3 and fixed quarter butt 4 sets three water stopping troughs 5,6 respectively, and flexible weak permeable bag 2 divides for sealing Section and active section, are sleeved on outside sonic probe 1, and the outer surface of water supply connector 3 and fixed quarter butt 4 is sealed in by seal section On, and pricked at water stopping trough 5,6 around tired, ensure sealing, seal section part is using the rubber that fluid-tight plasticity is larger, intensity is high Glue material, active section is using flexible weak material that is permeable, having higher-strength.Flexible weak permeable 2 working diameter of bag compares orifice diameter Big 5-10mm or so.The water stopping trough 5,6 being located in water supply connector 3 and fixed quarter butt 4 can be multiple tracks.
Water filling pressurized equipment is made of water tank 9, water filling pressure pump 10 and water injection pipe 11 and water pressure gauge 12.Water filling pressure (hydraulic) water 10 flow controls are pumped in 10-30L/min, water pressure gauge range is divided in 1MPa, precision 0.01MPa, water injection pipe 11 for two sections, and one section is not Pressure-bearing connects water tank 9 and water filling pressure pump 10, and another section can bear 1MPa internal water pressures, 10 harmony of connection water filling pressure pump The inlet opening 7 of ripple test equipment water supply connector is equipped with three-way connection 13 in the section, water pressure gauge 12 is installed on three-way connection.
When carrying out sonic test, the water inlet pipe in the connection of sonic test equipment water inlet 7, connecting portion carries out sealing, notes The water pipe other end connects water filling pressure pump, and water pressure gauge is installed on three-way connection, and another section of water injection pipe connection water tank and water filling add Water pump.Substantially estimate that sonic test equipment to the vertical height of water pressure gauge, ensures in the weak permeable bag of sonic test Flexible Equipment Hydraulic pressure is maintained at the hydraulic pressure of 0.05-0.01MPa, calculates the hydraulic pressure value at pressure gauge according to vertical height, sets and add water pressure.
After preparation is ready, push rod is installed on push rod connection bolt 14, by push rod by sonic test Equipment is pushed to designated depth in hole.Water filling is carried out into the weak permeable bag of flexibility of sonic test equipment by water filling pressure pump It pressurizes, air passes through weak permeable band and discharges in flexible weak permeable bag, and flexible weak permeable band expands simultaneously turgor test hole section and hole wall Contact, after water, by weak head water bag, outwards leakage is full of the gap between bag and hole wall to water-in-bag, and passes through what is set Certain pressure ensure that the good coupling of probe and hole wall.After water filling to setting pressure, water filling force (forcing) pump persistently carries out ftercompction Work, it is possible to carry out the test of sound wave.
After one hole section is tested, by the pressure relief vent of water filling force (forcing) pump, the water section in flexible weak permeable band is discharged, Permeable bag is shunk, and departs from hole wall, test equipment is avoided to damage weak permeable band structure when moving back and forth.By push rod, by sound wave Test equipment is pushed to another hole section, and water filling again is pressurizeed, when hydraulic pressure is to specified hydraulic pressure value, subsequently persistently ftercompction, you can into Another hole section test of row.
Before and after push rod during push sonic test equipment, cable and water injection pipe move back and forth together.Water filling pressure pump Can be handlance pump or electronic small pump, if need ftercompction that can be controlled by manual control or by intelligent automation.By In employing above-mentioned technical proposal, the weak permeable sonic test device systems of this flexibility are flexible as a result of flexible weak permeable bag It ensure that a type is applicable to aperture of different sizes.Weak water penetration, it may not be necessary to which end sets gas vent, and ensures work Full of water between section bag and hole wall, it can effectively ensure probe and hole wall coupled problem in test section.It, can using permeable bag structure Aperture water blockoff measure is eliminated, and without requiring water is full of in entire hole, substantially reduces water injection rate and water injection time.Pressurization Water pump takes certain pressure, it is ensured that weak permeable band fully expands contact hole wall, and water is full of in bag.This designing scheme, It solves and carried out operation cumbersome and time consuming in sonic test in flat hole, uphole originally, and also solve when drilling memory Sonic test in strong leak band can not fill the problem of water in hole and solve the problems, such as complex environment, and greatly improve Work efficiency, there is significant good effect, has certain application and promotional value.

Claims (3)

  1. A kind of 1. sonic test method carried out using automatic coupling sonic test system, it is characterised in that:The automatic coupling Sonic test system mainly includes sonic test equipment and water filling pressurized equipment two parts, and wherein sonic test equipment includes sound wave It pops one's head in (1), sonic probe (1) one end is equipped with water supply connector (3), and water supply connector (3) is equipped with inlet opening (7), acoustic signals electricity Cable access opening (8) connects bolt (14) with push rod, and sonic probe (1) other end is provided with fixed quarter butt (4), and feature exists In:Sonic test equipment further includes flexible weak permeable bag (2), is sleeved on sonic probe (1) outside, weak permeable bag (2) bag of the flexibility Include seal section (16) and active section (15), the seal section (16) of flexible weak permeable bag is waterproof rubber material, active section (15) For flexible weak dank material;Wherein water filling pressurized equipment include water tank (9), water filling pressure pump (10), water pressure gauge (12) and Water injection pipe (11), water injection pipe (11) are divided into two sections, and one section of connection water tank (9) and water filling pressure pump (10), another section of connection are noted Water pressure pump (10) and the inlet opening of sound wave test equipment water supply connector (3) are equipped with three-way connection (13), threeway in the section Water pressure gauge (12) is installed on connector (13);On the outside of water supply connector (3) and three annulars are respectively equipped on the outside of fixed quarter butt (4) to stop Sink (5,6);The sonic test method carried out using the automatic coupling sonic test system is mainly included the following steps that:
    (1) water injection pipe (11) is connected at the water supply connector (3) of sonic test equipment, connecting portion carries out sealing, water injection pipe (11) other end connection water filling pressure pump (10), installs water pressure gauge (12), separately on the three-way connection (13) of water injection pipe (11) One section of water injection pipe connection water tank (9) and water filling pressure pump (10);
    (2) substantially estimate that sonic test equipment to the vertical height of water pressure gauge (12), ensures that the flexibility of sonic test equipment is weak Hydraulic pressure in water bag (2) is maintained at the hydraulic pressure of 0.05-0.01MPa, and the hydraulic pressure value at water pressure gauge (12) is calculated according to vertical height, It sets and adds water pressure;
    (3) after preparation is ready, push rod at push rod connection bolt (14) is installed, is set sonic test by push rod It is standby to be pushed to designated depth in hole;
    (4) water filling pressurization is carried out into the weak permeable bag (2) of flexibility of sonic test equipment by water filling pressure pump (10), it is flexible The interior air of weak permeable bag (2) is discharged by weak permeable bag, and simultaneously turgor test hole section connects with hole wall for flexible weak permeable bag (2) expansion It touches, after water, by weak head water bag, outwards leakage is full of the gap between bag and hole wall to water-in-bag, and passes through one set Constant-pressure ensure that the good coupling of probe and hole wall;
    (5) after water filling to setting pressure, water filling pressure pump (10) persistently carries out ftercompction work, proceeds by sonic test;
    After (6) hole sections are tested, by the pressure relief vent of water filling pressure pump (10), by the water in flexible weak permeable bag (2) Part is discharged, and permeable bag is shunk, and departs from hole wall, test equipment is avoided to damage weak permeable band structure when moving back and forth;
    (7) by push rod, sonic test equipment is pushed to another hole section, water filling again is pressurizeed, and treats hydraulic pressure to specified hydraulic pressure During value, subsequently persistently ftercompction, you can carry out another hole section test.
  2. 2. before and after sonic test method according to claim 1, wherein push rod during push sonic test equipment, cable It is moved back and forth together with water injection pipe.
  3. 3. sonic test method according to claim 1 or 2, wherein water filling pressure pump (10) are handlance pump or electronic Small pump, ftercompction can be controlled by manual control or by intelligent automation.
CN201611237939.5A 2016-12-28 2016-12-28 A kind of automatic coupling sonic test system and sonic test method Active CN106645432B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611237939.5A CN106645432B (en) 2016-12-28 2016-12-28 A kind of automatic coupling sonic test system and sonic test method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611237939.5A CN106645432B (en) 2016-12-28 2016-12-28 A kind of automatic coupling sonic test system and sonic test method

Publications (2)

Publication Number Publication Date
CN106645432A CN106645432A (en) 2017-05-10
CN106645432B true CN106645432B (en) 2018-06-01

Family

ID=58833164

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611237939.5A Active CN106645432B (en) 2016-12-28 2016-12-28 A kind of automatic coupling sonic test system and sonic test method

Country Status (1)

Country Link
CN (1) CN106645432B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112196516A (en) * 2019-07-08 2021-01-08 河北环鼎石油设备有限责任公司 CBL sound wave scale device
CN110854760B (en) * 2019-11-29 2021-06-08 常州工学院 Turnover pile top cable bridge fixed on civil engineering platform
CN113125565B (en) * 2021-04-20 2023-09-15 内蒙古科技大学 Ultrasonic detection water bag and detection device

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5922961A (en) * 1996-05-10 1999-07-13 The United States Of America As Represented By The Secretary Of Commerce Time and polarization resolved acoustic microscope
CN2414417Y (en) * 2000-01-28 2001-01-10 石建梁 Dry hole and waterstoma two-purpose sound wave test probe
CN100479890C (en) * 2005-01-31 2009-04-22 重庆海扶(Hifu)技术有限公司 Osmotic membrane coupling device for high-intensity focusing ultrasonic therapy
CN202305479U (en) * 2011-08-16 2012-07-04 长沙理工大学 Multi-purpose six-axis automatic ultrasonic testing system
CN104849355A (en) * 2015-05-26 2015-08-19 云南大学 Ultrasonic coupling device for detecting growth condition of plant stems
CN105910742B (en) * 2016-07-01 2019-05-21 南京中车浦镇城轨车辆有限责任公司 A kind of ultrasonic wave residual stress test surface positions coupling device

Also Published As

Publication number Publication date
CN106645432A (en) 2017-05-10

Similar Documents

Publication Publication Date Title
CN103196762B (en) Experimental device and method for reforming shale gas reservoir through pulse hydraulic fracturing
CN203191270U (en) Experimental device for pulse hydraulic fracturing reforms transform shale reservoir
CN109882183B (en) Water-rich loose fractured coal rock mass grouting consolidation experimental device and effect evaluation method
CN106645432B (en) A kind of automatic coupling sonic test system and sonic test method
CN202040552U (en) System for monitoring the leakage or obstruction of pipeline base on low frequency sound wave
CN102644851B (en) Intelligent detection ball for dry natural gas pipeline
CN106837308B (en) Gas tunnel pressure measuring device and method thereof
CN110985106B (en) Ultrasonic detection system and detection method for hole sealing quality of underground gas extraction drill hole
CN108266166B (en) Experimental device and method for evaluating fluctuation oil recovery micro-jet permeability-increasing mechanism of fractured reservoir
CN104535727B (en) A kind of waterpower sandfrac system
CN108643891B (en) Single-loop overburden fracture double-end plugging and leakage detection method
CN111088968B (en) Ultrasonic viscous oil viscosity reduction dynamic simulation experiment device and method
CN108645774B (en) Single-loop overburden fracture double-end plugging leakage detection system
CN110987754B (en) In-situ measurement method for coal seam permeability
CN113156506A (en) Tunnel advanced drilling detection device based on tube wave detection and use method thereof
CN113236217A (en) Device and method for permeability increasing of low-permeability coal seam by using high-power ultrasonic waves
CN110529107A (en) Coal seam strain, seepage flow, displacement and jet stream integrated experiment device and method
CN111708077A (en) Sound wave method testing method for tunnel surrounding rock loosening ring
CN203822282U (en) Confining pressure hydrofracture experimental facility
CN107489434B (en) Method for detecting leakage of underwater waterstop after immersed tunnel installation
CN107991392A (en) A kind of lossless detection method using acoustic emission detection soil property synthesis earth material characteristic
KR102279806B1 (en) Apparatus for measuring in-situ water pressure in the borehole
CN112525437B (en) Underwater identification method for leakage noise of large-scale water delivery building
CN110700819B (en) Anhydrous drilling sound wave detection and pressurized water test integrated device
CN200986538Y (en) Novel dry hole acoustic wave test probe

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant