CN201133883Y - Deep borehole rock mass distortion tester - Google Patents
Deep borehole rock mass distortion tester Download PDFInfo
- Publication number
- CN201133883Y CN201133883Y CNU2007200881936U CN200720088193U CN201133883Y CN 201133883 Y CN201133883 Y CN 201133883Y CN U2007200881936 U CNU2007200881936 U CN U2007200881936U CN 200720088193 U CN200720088193 U CN 200720088193U CN 201133883 Y CN201133883 Y CN 201133883Y
- Authority
- CN
- China
- Prior art keywords
- piston
- rock mass
- bearing plate
- deformation tester
- oil pipe
- 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 - Lifetime
Links
Images
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a deeply drilled rock mass deformation tester. A manual hydraulic pump is connected with a manometer and high-pressure oil pipes; the two high-pressure oil pipes are respectively a loading process oil pipe and a return oil pipe, the loading process oil pipe is connected with the process piston port of the deeply drilled rock mass deformation tester, and the return oil pipe is connected with the return piston port of the deeply drilled rock mass deformation tester; a measuring cable is connected with the deeply drilled rock mass deformation tester and a digital readout instrument. The deeply drilled rock mass deformation tester is composed of four pistons, three displacement sensors, a displacement sensor amplifier, two force sensors, a detachable active rigid bearing plate, a detachable passive rigid bearing plate, a protecting cylinder and a circuit-protecting cylinder. The deeply drilled rock mass deformation tester has high testing precision and can be perfectly coupled with the wall of a bore and adapted to the aperture of the bore. The deeply drilled rock mass deformation tester can directly test the deformation modulus value and elasticity modulus value of a deep rock mass and is characterized by simple structure, simple operation, stable testing and accurate data.
Description
Technical field
The utility model relates to the rock engineering test technical field, more specifically relates to a kind of deep borehole rock deformation attribute testing proving installation.Be applicable to different boring apertures (Φ 75mm, Φ 91mm, Φ 110mm) rock mass, and different lithology (soft rock and the hard rock) deformation modulus of rock mass and the test of elastic modulus.
Background technology
The elastic modulus of rock mass (deformation modulus) is the important parameter of rock mass engineering project design.At present, the engineering rock mass elastic modulus method of testing that generally adopts in the world can reduce dynamic method and static(al) method two big classes generally.Dynamic method mainly is to set up the relation of kinematic parameter and rock mass elastic modulus by research seismic event or the propagation law of sound wave in rock mass.This method of testing have measure rapidly, expensive less, be convenient on a large scale, advantage such as large scale measurement, still, what this method provided is rock mass dynamic modulus of elasticity value, often is higher than the actual static modulus of elasticity value of rock mass, can not directly use for engineering design.In view of this problem, the researchist has also carried out a series of research work, is devoted to analyze the correlationship of the dynamic and static elastic modulus test result of rock mass, but does not still have up to now reasonably, is everybody generally acknowledged computing formula or represents the correlationship chart.
The static(al) method is by measuring the rock mass deformation of rock mass under the dead load effect, with the elastic modulus distortion index of Elasticity formula to calculating rock mass, is the more method of using in the engineering design then.Be broadly divided into rigid bearing plate method, hydraulic pressure examination hole method and boring test method three classes.
The rigid bearing plate method generally can only be measured the rock mass bullet mould value of the face of land or Dong Bi vicinity, if need to understand the bullet mould of deep rock mass, then need excavate tunnel to measured position can.In the process of the test, particularly in heavily stressed area, because top layer, test site rock mass is loosening, all contain the influence of loosening layer in the elastic modulus that test obtains, its test result generally true elastic mould value than rock mass is low.In addition, comparatively speaking, hydraulic pressure examination hole method process of the test more complicated, expense height are used less in engineering.
The boring test method need not to excavate the tunnel, but by exploratory boring test probe is delivered to the measured position.To the destruction of rock mass and the lax influence of exposure, test result was more reliable when this test method not only can reduce excavation tunnel and preparation test specimen; Simultaneously short, expensive lacking of test period, also be convenient to make substantive test on diverse location, the different directions in complex formation, its test result has more the range statistics representativeness, and therefore, this method is applied in water power, nuclear power engineering.
At present domestic and international boring test method can be divided into flexible and rigid pressurized method by the rigidity of increased pressure board.Flexible boring rock mass deformation tester in the test process, does not directly measure the borehole wall distortion but determines the distortion of rock mass by the volume change that measures capsule, and the test result that provides is the average modulus of test section (equaling capsule length) rock mass.But, because in process of the test, under the effect of capsule uniform pressure, hole wall distortion is not to be evenly distributed along the aperture direction, but is curved surface distribution (broad in the middle, two is little), and the test section rock mass deformation that the volume change by capsule records does not reflect the maximum distortion ability of rock mass, therefore, test findings is often bigger than normal, must be through certain correction, but correction factor often is subjected to factor affecting such as bore diameter and lithology and is difficult to determine.Simultaneously, flexible boring rock mass deformation tester has been eliminated the parasitic swell increment of pipeline and forcing pump system in test findings, but can not eliminate the compress variation of swelling bag in pressure process, comprise expansion capsule compress variation in its test result, influenced precision of test result to a certain extent.In addition, for the tangible rock mass of anisotropy, when needs were understood the elastic modulus of each different directions of rock mass, this instrument obviously can not be suitable for.
At present external rigidity boring rock mass deformation tester can not meet the demands and mainly show the following aspects: (1) test result exists than mistake, need revise test result according to contrast test achievement and numerical analysis; (2) borehole wall can not be coupled fully with boring rock mass deformation tester rigid bearing plate by (bearing plate for fixedly contact angle 90 °), makes the rock mass discontinuity to have stress raisers at stress surface; (3) pressure block produces longitudinal bending in the process of the test; (4) displacement transducer is installed in two ends, and the rock mass deformation that displacement transducer obtains is obviously less than normal, influences test findings; (5) in rigidity boring rock mass deformation tester, do not have force cell, can not eliminate the influence of conversion pressure and line loss test result, and the error that causes of piston friction.
Summary of the invention
The purpose of this utility model is to be to provide a kind of deep borehole rock deformation tester, this proving installation has the measuring accuracy height, the borehole wall coupling is good, adaptability to boring aperture is strong, and can directly measure the pressure that acts on the borehole wall, simple in structure, simple to operate, stable testing, data are accurate.
To achieve these goals, the utility model adopts following technical measures:
This deep borehole rock deformation tester is made up of hydraulic hand-pump, precision pressure gauge, high pressure process oil pipe, high pressure backhaul oil pipe, multicore measurement cable, antiresiduum device, boring rock mass deformation tester, displacement transducer, force cell, operational amplifier, digital reading instrument.It is characterized in that: hydraulic oil pump is connected with hydraulic reservoir, high-pressure oil pipe respectively, threeway is connected with high-pressure oil pipe, precision pressure gauge, high pressure process oil pipe respectively, high pressure process oil pipe is connected with process piston oil circuit interface in the boring blindage deformation tester, process piston oil circuit interface communicates with process oil circuit hole, and process oil circuit hole communicates with the piston oil-cylinder bottom; High pressure backhaul oil pipe is connected with hydraulic reservoir, drawback piston oil circuit interface respectively, and drawback piston oil circuit interface communicates with backhaul oil circuit hole, and backhaul oil circuit hole communicates with the drawback piston oil pocket; Rigidity is strengthened bearing plate and is connected with bidirectional piston with bolt, and it is equilibrium spheroid that rigidity is strengthened between bearing plate and the bidirectional piston; Place oily survey sensor (being made up of elastic body and strainometer) in the one-way piston, it is equilibrium spheroid that elastic body and rigidity are strengthened between the bearing plate; Detachable initiatively rigid bearing plate is strengthened bearing plate with rigidity and is connected with bolt; Detachable passive rigid bearing plate is connected with boring rock mass deformation tester steel body and function bolt; Displacement transducer is connected with boring rock mass deformation tester steel body with screw thread; The iron core of displacement transducer is strengthened bearing plate with bolt and rigidity and is connected, and the needle of displacement transducer can also be strengthened bearing plate with bolt and rigidity and be connected.O-ring seals is put in the bidirectional piston seal groove, and the bidirectional piston that has O shape circle is put in the operating cylinder, and O-ring seals is operating cylinder and backhaul oil cylinder with oil cylinder layering two parts; Backhaul oil cylinder bottom is connected with boring rock mass deformation tester steel body with screw thread, O-ring seals to bidirectional piston, drawback piston bottom seal, O-ring seals seals the rock mass deformation tester steel body of holing, drawback piston bottom; The backhaul oil cylinder communicates with backhaul oil circuit hole, backhaul oil circuit interface, high pressure backhaul oil pipe, fuel tank respectively; Operating cylinder communicates with process oil circuit hole, process oil circuit interface, high pressure backhaul oil pipe, threeway, high-pressure oil pipe, hydraulic oil pump, fuel tank respectively.The two-way high-pressure oil pipe is respectively loading process oil pipe, backhaul oil pipe, loads the process oil pipe and is connected with the process piston oil circuit interface of boring rock mass deformation tester, and the backhaul oil pipe is connected with the drawback piston oil circuit interface of boring rock mass deformation tester; Measuring cable is connected with boring rock mass deformation tester, digital reading instrument.Boring rock mass deformation tester is made up of four pistons (wherein the piston at two ends is that bidirectional piston promptly stretches out and regains), three displacement transducers, two force cells, detachable active rigid bearing plate, detachable passive rigid bearing plate, protection cylinder and circuit protection tubes.
The deep borehole rock deformation test process: the hydraulic pressure that hand oil pump applies pressurizes by the process piston of process high-pressure oil pipe to boring rock mass deformation tester, the process piston of boring rock mass deformation tester is under the effect of hydraulic pressure, active rigid bearing plate to boring rock mass deformation tester applies operating load, the detachable master of boring rock mass deformation tester, passive rigid bearing plate are under the effect of operating load, to boring crag imposed load.The load generalized case that the hole wall rock mass is applied is divided 7～8 grades by maximum load power etc.; Pressuring method adopts step by step round-robin method or systemic circulation method; When adopting the systemic circulation method, reading behind distortion numerical stability when every grade of load pressurization or release, it is after-applied or unload to next stage pressure to run through number; During each circulation release, minimum pressure should retreat to original pressure; After finished the testing site, the rock mass deformation tester of will holing pushed back to minimum dimension, moves to next testing site.According to the distortion of rock mass and the size of imposed load, can calculate the modulus value of rock mass.
The deformation measurement of rock mass: but the needle of displacement transducer and rigidity strengthen bearing plate and link to each other, the displacement transducer coiler part links to each other with the steel body of the rock mass deformation instrument of holing.When detachable master, passive rigid bearing plate during to the hole wall imposed load, the hole wall rock mass produces distortion, detachable initiatively rigid bearing plate drives the displacement transducer needle simultaneously and moves, the distortion of rock mass is converted to voltage signal by displacement transducer, reach ground by measuring cable, read the size of shift value by the digital reading instrument.
The measurement of imposed load: the force cell position is installed in exerts oneself between piston and the rigidity reinforcement bearing plate, and exerting oneself of piston is to be delivered to rigidity by force cell to strengthen bearing plate.The stressed back of the elastic body of force cell produces distortion, the elastomeric distortion of force cell and stressed big or small linear, convert the elastomeric distortion of force cell to voltage signal, voltage signal is through after the processing and amplifying, reach ground by measuring cable, read the size of imposed load value by the digital reading instrument.
The utility model compared with prior art has the following advantages and effect:
(1) the Demountable rigid bearing plate of 30 °, 45 ° two kinds of contact angles of employing, the radius-of-curvature of rigid bearing plate, contact angle size and material can be according to the engineering rock mass feature selecting, pressure block is coupled with the boring rock mass as far as possible, adopt little contact angle simultaneously, the rigid bearing plate contact pressure is bigger, the boring elastic modulus pilot system is exerted oneself bigger, and maximum test pressure can reach 70MPa;
(2) boring rock mass deformation tester piston adopts sphere to be connected with the rigid bearing plate contact, this is the particular structure the most of the utility model boring rock mass deformation tester, and the pressure that this structure makes pressure block and hole wall be coupled better, act on the hole wall is more even;
(3) boring rock mass deformation tester adopts four pistons to load, and wherein two of two ends pistons are bidirectional piston (initiatively the loading piston of load plate, initiatively the withdrawal piston of load plate), and the structure of boring rock mass deformation tester is compact more;
(4) on two pistons in the middle of the boring rock mass deformation tester, load transducer is installed, is directly measured and exert oneself, eliminated the influence of conversion pressure and line loss test result;
(5) displacement transducer is installed in the middle part, approaches the maximum displacement position, can eliminate the displacement measurement errors that the rigid bearing plate longitudinal bending causes;
(6) displacement transducer, load transducer intend adopting a readout instrument to carry out reading, operate simpler;
(7) test result does not need to revise, and measured value Ecale equals actual value Etrue.
The technical performance index of deep rock mass modulus test device of the present utility model is as follows:
(1) overall dimensions (mm): Φ 74 * 700;
(2) displacement meter range (mm): 8;
(3) displacement meter resolution: be not less than 0.001mm;
(4) linearity of displacement meter: 0.5%FS;
(5) pressure gauge range (MPa): 0～70;
(6) pressure gauge resolution: 0.02M.
(1) overall dimensions (mm): Φ 86 * 760;
(2) displacement meter range (mm): 8;
(3) displacement meter resolution: be not less than 0.001mm;
(4) linearity of displacement meter: 0.5%FS;
(5) pressure gauge range (MPa): 0～70;
(6) pressure gauge resolution: 0.02MPa.
(1) overall dimensions (mm): Φ 108 * 910;
(2) displacement meter range (mm): 8;
(3) displacement meter resolution: be not less than 0.001mm;
(4) linearity of displacement meter: 0.5%FS;
(5) pressure gauge range (MPa): 0～70;
(6) pressure gauge resolution: 0.02MPa.
(1) load current≤2mA, maximum output voltage are 3500mv;
(2) supporting force cell internal resistance 〉=240 Ω;
(3) the linearity of amplifier long-time stability are 0.1%;
(4) passband 0～10KHz (three dB bandwidth when completely exporting) minimum explanation voltage and noise＜5 μ v;
(5) working temperature: 0 ℃～+ 50 ℃ temperature compensation ranges;
(6) zero temperature drift: 0.9 μ v/ ℃;
(7) zero point time drift:: 9 μ v/8 hours.
Description of drawings
Fig. 1 is a kind of boring rock mass deformation tester process structure synoptic diagram;
Fig. 2 is a kind of boring rock mass deformation tester return structures synoptic diagram;
Fig. 3 is a kind of boring rock mass deformation tester structural representation;
Fig. 4 is a kind of bidirectional piston A-A cross-sectional view
Fig. 5 is a kind of one-way piston B-B cross-sectional view
Fig. 6 is a kind of boring rock mass deformation tester force cell circuit diagram.
Embodiment
According to Fig. 1, Fig. 2, Fig. 3 as can be known: hydraulic oil pump 2 is connected with hydraulic reservoir 1, high-pressure oil pipe 3 respectively, provides hydraulic pressure by handle 53 tension and compression hydraulic oil pumps 2; High-pressure oil pipe 3 is connected with threeway 4; Threeway 4 is connected with high-pressure oil pipe 3, precision pressure gauge 5, process high-pressure oil pipe 6 respectively, the hydraulic pressure that the precision pressure gauge monitoring is applied; Process high-pressure oil pipe 6 is connected with process piston oil circuit interface 17 in the boring rock mass deformation tester 8, boring rock mass deformation tester 8 is put into boring 54 predetermined depths by mounting rod 19 (fathoming of keyhole deformation tester), mounting rod 19 is fixed on the lifting means (omitting on the figure), and boring rock mass deformation tester 8 is started working under the effect of hydraulic pressure; High pressure backhaul oil pipe 7 is connected with drawback piston oil circuit interface 18 in hydraulic reservoir 1, the boring rock mass deformation tester 8 respectively, and during the process pistons work, the hydraulic oil in the drawback piston is got back to hydraulic reservoir 1 by high-pressure oil pipe 7; After test job is finished, when boring rock mass deformation tester 8 will restore to the original state, high pressure backhaul oil pipe 7 is unloaded the back from fuel tank interface 1 be connected with threeway 4; High pressure process oil pipe 6 is unloaded the back from threeway 4 to be connected with hydraulic reservoir 1; During drawback piston work, the hydraulic oil in the process piston is got back to hydraulic reservoir 1 by high pressure process oil pipe, and boring rock mass deformation tester 8 restores shape gradually; Measuring cable 9 is connected with measurement cable connector mouth 20, digital reading instrument 10 in the boring rock mass deformation tester 8 respectively, the slotted line of measuring cable connector mouth 20 is embedded in the wire casing 35, and displacement transducer amplifier 21 is connected with force cell amplifier 32 in advance, and the digital reading instrument provides direct supply by measuring displacement transducer, the force cell of cable in boring rock mass deformation tester 8; The output signal of displacement transducer, force cell passes to digital reading instrument 10 by measuring cable, reads the value of displacement transducer, force cell output signal respectively by the change-over switch of digital reading instrument.
According to Fig. 3 as can be known, boring rock mass deformation tester 8 is made up of following several major parts: boring rock mass deformation tester steel body 12; bidirectional piston 13a; 13b; one-way piston 15a; 15b; rigidity is strengthened bearing plate 28; detachable initiatively rigid bearing plate 11; detachable passive rigid bearing plate 27; force cell 14a; 14b; displacement transducer 16a; 16b; 16c and displacement transducer iron core 24a; 24b; 24c; displacement transducer amplifier 21a; 21b; force cell amplifier 32; anti-flux shielding tube 33; the amplifier protective cover; connecting screw rod 26; O-ring seals (material is a rubber) 25a; 25b; 25c; 25d; 38a; 38b; 38c; 38d; 39a; 39b; 39c; 39d; 40a; 40b; 40c; 40d.
In conjunction with Fig. 3, Fig. 4, its connection of Fig. 5 and structural relation are as follows: O-ring seals 39a, 39b, 39c, 39d puts bidirectional piston 13a into, seal in the 13b seal groove, the bidirectional piston 13a that has O shape circle, 13b puts oil cylinder 31a into, among the 31d, O-ring seals 39a, 39b, 39c, 39d is with oil cylinder 31a, the 31d separated into two parts, be operating cylinder 31a, 31d and drawback piston oil pocket 30a, 30b (same backhaul oil pocket), 30c, 30d (same backhaul oil pocket), drawback piston bottom 29a, 29b (identity element), 29c, 29d (identity element) is connected with boring rock mass deformation tester steel body 12 with screw thread and (puts O-ring seals 39a into, 39b, 39c, bidirectional piston 13a behind the 39d, 13b puts two-way operation oil cylinder 31a respectively into, 31d, O-ring seals 39a, 39b, 39c, 39d seals the process and the backhaul operating cylinder of bidirectional piston, O-ring seals 25a, 25b, 25c, 25d, O-ring seals 38a, 38b, 38c, 38d puts drawback piston bottom 29a into, 29b, 29c, seal in the 29d O-ring seals groove, put the drawback piston bottom 29a behind the O-ring seals into, 29b, 29c, 29d packs into bidirectional piston 13a, 13b, drawback piston bottom 29a, 29b, 29c, in the screw thread precession boring rock mass deformation tester steel body 12 of 29d, O-ring seals 25a, 25b, 25c, 25d is to bidirectional piston 13a, 13b, drawback piston bottom 29a, 29b, 29c, 29d seals, O-ring seals 38a, 38b, 38c, 38d is to boring rock mass deformation tester steel body 12, drawback piston bottom 29a, 29b, 29c, 29d seals; Drawback piston oil pocket 30a, 30b, 30c, 30d communicate with backhaul oil circuit hole 36, backhaul oil circuit interface 18, high pressure backhaul oil pipe 7, fuel tank 1 respectively, and operating cylinder 31a, 31b, 31c, 31d communicate with process oil circuit hole 37, process oil circuit interface 17, high pressure process oil pipe 6, threeway 4, high-pressure oil pipe 3, hydraulic oil pump 2, fuel tank 1 respectively.One-way piston 15a, 15b put operating cylinder 31b, 31c into, and force cell is put one-way piston 15a, 15b into, and force cell comprises the foil gauge resistance R by strainometer 22a, 22b, 22c, 22d
6, R
7, R
8, R
9(as shown in Figure 6) and elastic body 14a, 14b form, strainometer 22a, 22b, 22c, 22d stick on that elastic body 14a, 14b are last, strainometer 22a, 22b, 22c, 22d pick out lead-in wire after pasting and with epoxy resin it is sealed, elastic body 14a, 14b put among one-way piston 15a, the 15b after pasting strainometer 22a, 22b, 22c, 22d, and the aligning locating slot, the slit among elastic body 14a, 14b and one-way piston 15a, the 15b is sealed once more with glue.Behind the sealing glue solidifying, have force cell among one-way piston 15a, the 15b.Carry out indoor standardization to having force cell one-way piston 15a, 15b, whether the inspection pressure sensor is qualified, and the linearity and sensitivity coefficient when calibrating force cell pressurization and release.O-ring seals 40a, 40b, 40c, 40d put into and have in force cell one-way piston 15a, the 15b seal groove, and having among force cell one-way piston 15a, 15b threading operating cylinder 31b, the 31c after will demarcating well, O-ring seals 40a, 40b, 40c, 40d seal boring rock mass deformation tester steel body 12, one-way piston 15a, 15b; Wiring groove 35 communicates with measurement cable connector mouth 20, displacement transducer amplifier 21a, 21b, force cell amplifier 32 respectively; The lead-in wire of force cell is connected with the amplifier 32 of force cell through the wiring groove 35 of boring rock mass deformation tester steel body 12, and the measuring-signal of force cell is carried out processing and amplifying, reaches digital reading instrument 10 through measuring cable 9; Displacement transducer 16a, 16b, in the spiral shell button precession boring rock mass deformation tester steel body 12 of 16c, displacement transducer 16a, 16b, the wiring groove 35 of the signal line passes boring rock mass deformation tester steel body of 16c, with sensor amplifier 21a, 21b is connected, displacement signal is through processing and amplifying, reach digital reading instrument 10 through measuring cable 9, displacement transducer iron core 24a, 24b, 24c strengthens bearing plate 28 with bolt and rigidity and is connected, displacement transducer iron core 24a, 24b, after 24c is fixed on the rigidity reinforcement bearing plate 28, and reeve displacement transducer 16a, 16b, among the 16c, rigidity is strengthened bearing plate 28 when work, drive displacement transducer iron core 24a, 24b, 24c moves, iron core 24a, 24b, after 24c moves in displacement transducer, displacement transducer 16a, 16b, voltage among the 16c changes, displacement transducer 16a, 16b, voltage among the 16c changes and iron core 24a, 24b, the displacement of 24c is linear within the specific limits; Bidirectional piston 13a, 13b, one-way piston 15a, the upper surface of 15b is sphere, strengthen bearing plate 28 usefulness fastening bolts 26 and bidirectional piston 13a in rigidity, before 13b connects, at bidirectional piston 13a, 13b, one-way piston 15a, the upper surface of 15b is put equilibrium spheroid 23a into, 23b, 23c, (equilibrium spheroid can keep rigidity to strengthen bearing plate 28 and bidirectional piston 13a to 23d, 13b, one-way piston 15a, the 15b surface of contact is constant, reduce the frictional resistance of piston and piston oil casing wall), put equilibrium spheroid 23a well, 23b, 23c, behind the 23d, rigidity is strengthened bearing plate 28 usefulness fastening bolts 26 and bidirectional piston 13a, 13b connects; Detachable initiatively rigid bearing plate 11 usefulness bolts 26 are strengthened bearing plate 28 with rigidity and are connected; Detachable passive rigid bearing plate 27 usefulness bolts 26 are connected with boring rock mass deformation tester steel body 12; The rock mass that be to adapt to varying strength, detachable initiatively rigid bearing plate 11, detachable passive rigid bearing plate 27 have two kinds of contact angles (hard rock with 30 ° of plates, than soft rock with 45 ° of plates); Be the boring of adaptation different size, detachable initiatively rigid bearing plate 11, detachable passive rigid bearing plate 27 is made different-thickness bearing plate (contact angle is 30 ° of plates or 45 ° of plates); High pressure process oil pipe 6 is connected with process piston oil circuit interface 17, and process piston oil circuit interface 17 communicates with process oil circuit hole 37, and process oil circuit hole 37 communicates with operating cylinder 31a, 31b, 31c, 31d bottom; High pressure process oil pipe 7 is connected with drawback piston oil circuit interface 18, and drawback piston oil circuit interface 18 communicates with oil circuit hole 36, and oil circuit hole 36 communicates with drawback piston oil pocket 30a, 30b, 30c, 30d top; Measure cable 9 and be connected with measurement cable connector mouth 20, power lead and measurement signal line are connected with force cell amplifier 32, displacement transducer amplifier 21a, 21b through the wiring groove 35 of boring rock mass deformation tester steel body in the measurement cable 9; Anti-the wall of a borehole falls block protection tube 33 usefulness screw threads and is connected with boring rock mass deformation tester steel body 12; Amplifier protective cover 34 usefulness screw threads are connected with boring rock mass deformation tester steel body 12.
According to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 as can be known, highly pressurised liquid in the hydraulic oil pump 2 is through high-pressure oil pipe 3, threeway 4, high pressure process oil pipe 6, process piston oil circuit interface 17, oil circuit hole 37 enters operating cylinder 31a, 31b, 31c, 31d, highly pressurised liquid is with O-ring seals 39a, 39b, 39c, 39d, 40a, 40b, 40c, the 40d compression produces distortion, to bidirectional piston 13a, 13b, one-way piston 15a, 15b and piston oil-cylinder seal, prevent that highly pressurised liquid from rushing down outward, highly pressurised liquid promotes bidirectional piston 13a, 13b, one-way piston 15a, protruding (the elastic body 14a of 15b, 14b is at one-way piston 15a, 15b and rigidity are strengthened bearing plate 28 and produce compression deformation under the effects of power, strainometer 22a, 22b, 22c, 22d just can measure elastic body 14a, the size of 14b deflection is the size that piston is exerted oneself), drive rigidity reinforcement bearing plate 28 and detachable initiatively rigid bearing plate 11 stretch out the rock mass deformation tester steel body 12 of holing, and (rigidity reinforcement bearing plate 28 will drive the sensor needle when stretching out and move, needle moves just can measure the size that rigidity reinforcement bearing plate 28 stretches out displacement), with detachable initiatively rigid bearing plate 11, detachable passive rigid bearing plate 27 is pushed the wall of a borehole to, make detachable active rigid bearing plate 11, detachable passive rigid bearing plate 27 and the wall of a borehole close-coupled, displacement transducer 16a, 16b, 16c is contained in bidirectional piston 13a and one-way piston 15a respectively, one-way piston 15a and one-way piston 15b, between one-way piston 15b and the bidirectional piston 13b, be fixed on the boring rock mass deformation tester steel body 12 with screw thread; Displacement transducer iron core 24a, 24b, 24c are fixed by bolts to rigidity and strengthen on the bearing plate 28, displacement transducer 16a, 16b, 16c signal wire are connected with displacement transducer amplifier 21a, 21b, the power lead of displacement transducer amplifier 21a, 21b, output line are connected with survey electrical cables 9, survey electrical cables 9 and are connected with digital reading instrument 10.Under the effect of working pressure, displacement transducer 16a, 16b, 16c measure the wall of a borehole rock mass and produce distortion, survey sensor 14a, 14b measurement act on the working pressure on the wall of a borehole rock mass, have obtained the distortion of rock mass and the relation between the working pressure, just can calculate the rock mass modulus value; Bidirectional piston 13a, 13b, one-way piston 15a, 15b is when protruding, drawback piston oil pocket 30a, 30b, 30c, liquid among the 30d is with O-ring seals 25a, 25b, 25c, 25d, O-ring seals 38a, 38b, 38c, the 38d compression produces distortion, respectively to bidirectional piston 13a, 13b and drawback piston bottom 29a, 29b, 29c, 29d, drawback piston bottom 29a, 29b, 29c, 29d seals with boring rock mass deformation tester steel body 8, prevent that highly pressurised liquid from rushing down outward, drawback piston oil pocket 30a, 30b, 30c, liquid among the 30d is through backhaul oil circuit hole 36, drawback piston oil circuit interface 18, high pressure backhaul oil pipe 7, get back to fuel tank 1; As if rigidity being strengthened bearing plate 28 and the 11 withdrawal recoveries of detachable initiatively rigid bearing plate, its process is: the highly pressurised liquid in the hydraulic oil pump 2 is through high-pressure oil pipe 3, threeway 4, high pressure backhaul oil pipe 7, process piston oil circuit interface 18, oil circuit hole 36 enters drawback piston oil pocket 30a, 30b, 30c, 30d, highly pressurised liquid promotes bidirectional piston 13a, 13b inwardly withdraws, drive rigidity reinforcement bearing plate 28 and detachable initiatively rigid bearing plate 11 and be withdrawn in the boring rock mass deformation tester steel body 12, while rigidity is strengthened bearing plate 28 with one-way piston 15a, 15b pushes back in the oil cylinder 31; The effect of O-ring seals 25a, 25b, 25c, 25d, 38a, 38b, 38c, 38d, 39a, 39b, 39c, 39d, 40a, 40b, 40c, 40d is identical with the effect of process in this process; Bidirectional piston 13a, 13b are in the withdrawal process, and the liquid among process piston oil-cylinder 31a, 31b, 31c, the 31d passes through backhaul oil circuit hole 37, drawback piston oil circuit interface 17, high pressure backhaul oil pipe 6, gets back to fuel tank 1.
According to Fig. 6 as can be known, first resistance R of the lead-in wire 41,50 of the strainometer 22a, the 22b that form with survey sensor respectively of the positive source of digital reading instrument 10,22c, 22d, operational amplifier 49 positive sources, balance regulator 52
1Connect; The power cathode of digital reading instrument 10 respectively with the 5th resistance R of the lead-in wire 42,51 of force cell strainometer 22a, 22b, 22c, 22d, operational amplifier 49 power cathodes, balance regulator 52
5Connect; Power ground 44 is connected with balance regulator 52 ground leads 45 of force cell.The lead-in wire 46 of strainometer 22a, 22b, 22c, 22d is connected with operational amplifier 49 signals are anodal, and the lead-in wire 47 of strainometer 22a, 22b, 22c, 22d is connected with operational amplifier 49 signal negative poles respectively, the variable resistor R in the balance regulator 52
2Knob 48 lead-in wires connect.Force cell strainometer 22a, 22b, 22c, 22d are by resistance R
6, resistance R
7, resistance R
8, resistance R
94 resistance strain gages are formed the full-bridge circuit that has temperature compensation function; Resistance R
6Respectively with resistance R
7, resistance R
9, lead-in wire 50, lead-in wire 47 connect resistance R
7Respectively with resistance R
6, resistance R
8, lead-in wire 47, lead-in wire 51 connect resistance R
8Respectively with resistance R
9, resistance R
7, lead-in wire 46, lead-in wire 51 connect resistance R
9Respectively with resistance R
6, resistance R
8, lead-in wire 50, lead-in wire 46 connect; Balance regulator 52 is by resistance R
1, resistance R
2, resistance R
3, resistance R
4, resistance R
55 resistance are formed; Resistance R
1Respectively with resistance R
2, resistance R
3, positive source, lead-in wire 41, resistance R
2Respectively with resistance R
1, resistance R
3, resistance R
4, resistance R
5, knob 48 lead-in wire connects resistance R
3Respectively with resistance R
1, resistance R
2, resistance R
4, ground lead 45 connects resistance R
4Respectively with resistance R
2, resistance R
5, ground lead 45 connects resistance R
5Respectively with resistance R
2, resistance R
4, negative wire 42 connects; Because the force cell strainometer carries out temperature compensation, output has initial unbalance, regulates R
2Knob 48 on the potentiometer just can be regulated the output initial unbalance.
Claims (6)
1, a kind of deep borehole rock deformation tester, comprise hydraulic oil pump (2), precision pressure gauge (5), high pressure process oil pipe (6), high pressure backhaul oil pipe (7), multicore is measured cable (9), boring rock mass deformation tester (8), displacement transducer (16a), (16b), (16c), force cell (14a), (14b), operational amplifier (49), digital reading instrument (10), it is characterized in that: hydraulic oil pump (2) respectively with hydraulic reservoir (1), high-pressure oil pipe (3) connects, threeway (4) respectively with high-pressure oil pipe (3), precision pressure gauge (5), high pressure process oil pipe (6) connects, high pressure process oil pipe (6) is connected with process piston oil circuit interface (17) in boring rock mass deformation tester (8), process piston oil circuit interface (17) communicates with process oil circuit hole (37), process oil circuit hole (37) and piston oil-cylinder (31a), (31b), (31c), (31d) bottom communicates; High pressure backhaul oil pipe (7) is connected with hydraulic reservoir (1), drawback piston oil circuit interface (18) respectively, drawback piston oil circuit interface (18) communicates with backhaul oil circuit hole (36), and backhaul oil circuit hole (36) communicates with drawback piston oil pocket (30a, 30b), (30c, 30d); Rigidity is strengthened bearing plate (28) and is connected with bidirectional piston (13a), (13b) with bolt (26), rigidity reinforcement bearing plate (28) and bidirectional piston (13a), (13b) and between be equilibrium spheroid (23a), (23d); Place oily survey sensor among one-way piston (15a), (15b), it is equilibrium spheroid (23b), (23c) that elastic body (14a), (14b) and rigidity are strengthened between the bearing plate (28); Initiatively bearing plate (11) is connected with bolt (26) with rigidity reinforcement bearing plate (28); Driven bearing pressing plate (27) is connected with bolt 26 with steel body (12); Displacement transducer (16a), (16b), (16c) are connected with steel body (12) with screw thread; The iron core of displacement transducer (24a), (24b), (24c) strengthen bearing plate (28) with bolt and rigidity and are connected.
2, a kind of deep borehole rock deformation tester according to claim 1, it is characterized in that: boring rock mass tester (8) comprises steel body (12), bidirectional piston (13a), (13b), one-way piston (15a), (15b), rigidity is strengthened bearing plate (28), active bearing plate (11), driven bearing pressing plate (27), force cell (14a), (14b), displacement transducer (16a), (16b), (16c), O-ring seals (39a, 39b, 39c, 39d) put bidirectional piston (13a) into, (13b) seal in the seal groove, the bidirectional piston (13a) that has O shape circle, (13b) put oil cylinder (31a) into, (31b), O-ring seals (39a, 39b), (39c, 39d) with oil cylinder branch (31a), (31b) becoming two parts is operating cylinder (31a), (31d) with drawback piston oil pocket (30a, 30b, 30c, 30d); Drawback piston bottom (29a, 29b), (29c, 29d) are connected with steel body (12) with screw thread, O-ring seals (25a, 25b), (25c, 25d) seal bidirectional piston (13a), (13b), drawback piston bottom (29a, 29b), (29c, 29d), and O-ring seals (38a, 38b), (38c, 38d) seal boring rock mass deformation tester steel body (12), drawback piston bottom (29a, 29b), (29c, 29d); Drawback piston oil pocket (30a, 30b), (30c, 30d) communicate with backhaul oil circuit hole (36), backhaul oil circuit interface (18), high pressure backhaul oil pipe (7), fuel tank (1) respectively; Operating cylinder (31a), (31b), (31c), (31d) communicate with process oil circuit hole (37), process oil circuit interface (17), high pressure process oil pipe (6), threeway (4), high-pressure oil pipe (3), hydraulic oil pump (2), fuel tank (1) respectively.
3, a kind of deep borehole rock deformation tester according to claim 1, it is characterized in that: force cell is by strainometer (22a, 22b, 22c, 22d) comprise foil gauge (R6, R7, R8, R9) and elastic body (14a), (14b) form, strainometer (22a, 22b), (22c, 22d) stick on elastic body (14a), (14b), strainometer (22a, 22b), (22c, 22d) pick out lead-in wire after the stickup, with epoxy resin it is sealed, elastic body (14a), (14b) paste strainometer (22a, 22b), (22c, put one-way piston (15a) 22d) into, (15b), to elastic body (14a), (14b) with one-way piston (15a), slit (15b) seals with silica gel; The lead-in wire of force cell is connected with the amplifier (32) of force cell through the wiring groove (35) of steel body (12).
4, a kind of deep borehole rock deformation tester according to claim 1 is characterized in that the detachable initiatively contact angle of rigid bearing plate (11), detachable passive rigid bearing plate (27) is 30 ° or 45 °.
5, a kind of deep borehole rock deformation tester according to claim 1, it is characterized in that: displacement transducer (16a), (16b), (16c) are contained in respectively between bidirectional piston (13a) and one-way piston (15a), one-way piston (15a) and one-way piston (15b), one-way piston (15b) and the bidirectional piston (13b), are fixed on the steel body (12) with screw thread; Displacement transducer iron core (24a), (24b), (24c) are fixed by bolts to rigidity and strengthen on the bearing plate (28); Displacement transducer (16a), (16b), (16c) signal wire are connected with displacement transducer amplifier (21a), (21b), the power lead of displacement transducer amplifier (21a), (21b), output line are connected with measurement cable (9), measure cable (9) and are connected with digital reading instrument (10).
6, according to claim 3 or 5 described a kind of deep borehole rock deformation testers, it is characterized in that: the positive source (41) of digital reading instrument (10) respectively with the first resistance (R of the lead-in wire (41,50) of strainometer (22a, 22b), (22c, 22d), operational amplifier (49) positive source, balance regulator (52)
1) connect, the power cathode of digital reading instrument (10) respectively with the 5th resistance (R of the lead-in wire (42,51) of strainometer (22a, 22b), (22c, 22d), operational amplifier (49) power cathode, balance regulator (52)
5) connect, power ground (44) is connected with balance regulator (52) lead-in wire (45), the lead-in wire (46) of strainometer (22a, 22b), (22c, 22d) is connected with operational amplifier (49) signal is anodal, the lead-in wire (47) of strainometer (22a, 22b), (22c, 22d) is connected with operational amplifier (49) signal negative pole, the second resistance (R in the balance regulator (52)
2) connection of knob (48) lead-in wire, balance regulator (52) is by the first resistance (R
1), the second resistance (R
2), the 3rd resistance (R
3), the 4th resistance (R
4), the 5th resistance (R
5) form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200881936U CN201133883Y (en) | 2007-11-14 | 2007-11-14 | Deep borehole rock mass distortion tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200881936U CN201133883Y (en) | 2007-11-14 | 2007-11-14 | Deep borehole rock mass distortion tester |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201133883Y true CN201133883Y (en) | 2008-10-15 |
Family
ID=40062152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200881936U Expired - Lifetime CN201133883Y (en) | 2007-11-14 | 2007-11-14 | Deep borehole rock mass distortion tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201133883Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864944A (en) * | 2010-05-14 | 2010-10-20 | 中国科学院武汉岩土力学研究所 | Drilling hole transverse perforation device of rock destruction characteristic and ground stress parameter measurement |
| CN101949679A (en) * | 2010-08-18 | 2011-01-19 | 武汉华岩电子有限责任公司 | Half-fixed and combined rock strain measuring device |
| CN102194251A (en) * | 2011-05-11 | 2011-09-21 | 北方工业大学 | Technology for controlling deformation of slope rock mass |
| CN102494661A (en) * | 2011-11-18 | 2012-06-13 | 浙江工业大学 | Method for accurately measuring three-dimensional deformation of tested piece in high-low temperature chamber |
| CN103344495A (en) * | 2013-07-22 | 2013-10-09 | 长江水利委员会长江科学院 | Test device for servo control of deep rock mass deformation by using rigid bearing plate center hole method, and method for device |
| CN103743375A (en) * | 2013-12-23 | 2014-04-23 | 石家庄铁道大学 | Rapid testing method for invert strain of existing tunnel |
| CN106859718A (en) * | 2015-12-10 | 2017-06-20 | 柯惠Lp公司 | Surgical fasteners device with linear position sensors |
| CN110186754A (en) * | 2019-07-03 | 2019-08-30 | 长江水利委员会长江科学院 | A kind of split type rock mass deformation measuring device of high hydraulic pressure and its construction method and application |
| CN112902883A (en) * | 2021-01-26 | 2021-06-04 | 中国矿业大学 | Device and method for measuring aperture change of rock drilling hole |
| CN113670494A (en) * | 2021-10-20 | 2021-11-19 | 中交投资南京有限公司 | Tunnel side wall embedding body grip strength testing device and method |
| CN114086950A (en) * | 2021-10-21 | 2022-02-25 | 航天凯天环保科技股份有限公司 | Geological exploration sampling method |
-
2007
- 2007-11-14 CN CNU2007200881936U patent/CN201133883Y/en not_active Expired - Lifetime
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864944A (en) * | 2010-05-14 | 2010-10-20 | 中国科学院武汉岩土力学研究所 | Drilling hole transverse perforation device of rock destruction characteristic and ground stress parameter measurement |
| CN101949679A (en) * | 2010-08-18 | 2011-01-19 | 武汉华岩电子有限责任公司 | Half-fixed and combined rock strain measuring device |
| CN102194251A (en) * | 2011-05-11 | 2011-09-21 | 北方工业大学 | Technology for controlling deformation of slope rock mass |
| CN102194251B (en) * | 2011-05-11 | 2012-10-24 | 北方工业大学 | Technology for controlling deformation of slope rock mass |
| CN102494661A (en) * | 2011-11-18 | 2012-06-13 | 浙江工业大学 | Method for accurately measuring three-dimensional deformation of tested piece in high-low temperature chamber |
| CN103344495B (en) * | 2013-07-22 | 2016-01-20 | 长江水利委员会长江科学院 | Rigid bearing plate center pit method servocontrol deep rock-mass deformation test unit and method thereof |
| CN103344495A (en) * | 2013-07-22 | 2013-10-09 | 长江水利委员会长江科学院 | Test device for servo control of deep rock mass deformation by using rigid bearing plate center hole method, and method for device |
| CN103743375B (en) * | 2013-12-23 | 2016-07-06 | 石家庄铁道大学 | A kind of haved project lawer inverted arch strain method for rapidly testing |
| CN103743375A (en) * | 2013-12-23 | 2014-04-23 | 石家庄铁道大学 | Rapid testing method for invert strain of existing tunnel |
| CN106859718A (en) * | 2015-12-10 | 2017-06-20 | 柯惠Lp公司 | Surgical fasteners device with linear position sensors |
| CN106859718B (en) * | 2015-12-10 | 2021-03-02 | 柯惠Lp公司 | Surgical fastener assembly with linear position sensor |
| CN110186754A (en) * | 2019-07-03 | 2019-08-30 | 长江水利委员会长江科学院 | A kind of split type rock mass deformation measuring device of high hydraulic pressure and its construction method and application |
| CN110186754B (en) * | 2019-07-03 | 2024-02-23 | 长江水利委员会长江科学院 | High-water-pressure split rock deformation measuring device, construction method and application thereof |
| CN112902883A (en) * | 2021-01-26 | 2021-06-04 | 中国矿业大学 | Device and method for measuring aperture change of rock drilling hole |
| CN113670494A (en) * | 2021-10-20 | 2021-11-19 | 中交投资南京有限公司 | Tunnel side wall embedding body grip strength testing device and method |
| CN114086950A (en) * | 2021-10-21 | 2022-02-25 | 航天凯天环保科技股份有限公司 | Geological exploration sampling method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101246100B (en) | Deep borehole rock deformation testing device | |
| CN201133883Y (en) | Deep borehole rock mass distortion tester | |
| JP6112663B2 (en) | In-situ rock test method and test equipment | |
| Bond et al. | Design and performance of the Imperial College instrumented pile | |
| CN107882011B (en) | miniature probe with temperature compensation function | |
| CN104792615B (en) | Soil pressure testing device and soil pressure testing correction calculation method | |
| CN107328643B (en) | Under dead load in coal petrography assembly test specimen coal dynamic characteristic test method | |
| CN106759547B (en) | Integral Abutment, pile foundation and soil interaction pseudo-static experimental measuring device and its installation method | |
| CN213422522U (en) | Closed hydraulic type integral calibration miniature three-dimensional soil pressure box device | |
| CN108645565A (en) | A kind of binary channels SERVO CONTROL dynamic pore pressure marking apparatus and scaling method | |
| CN101487749B (en) | Pile-sinking resistance measurement apparatus and method for static pressure pile | |
| CN208060071U (en) | A kind of civil engineering fiber grating pore water pressure sensor | |
| CN105133563A (en) | In-situ test method and device for rapidly determining shear strength of deep soil | |
| CN105865940B (en) | A kind of live sliding surface shear index test device of non-disturbance | |
| CN104897321A (en) | Prefabricated opening concrete tubular pile body inner wall shearing strength testing device and method | |
| CN202024932U (en) | Strain gage integration device used under triaxial fluid confining pressure function | |
| CN204575041U (en) | A kind of anchor cable formula instrument of roof separation | |
| CN104314561B (en) | A kind of boring elastic modulus instrument with flexible loading plate | |
| CN217132815U (en) | Multifunctional tunnel lining mechanical test device | |
| CN211735334U (en) | Intelligent miniature T-shaped sounding instrument | |
| CN204457739U (en) | Water injection well tubular column atress testing arrangement | |
| CN208887564U (en) | A kind of angle measurement unit | |
| CN112326076A (en) | Pressure sensor and installation mechanism thereof | |
| CN2653486Y (en) | Novel lateral instrument | |
| CN105781526A (en) | Stress testing device and stress testing method for water injection well pipe column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20081015 Effective date of abandoning: 20071114 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20081015 Effective date of abandoning: 20071114 |