CN107740841A - A kind of multi-buffer device for SHPB impact tests - Google Patents

A kind of multi-buffer device for SHPB impact tests Download PDF

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Publication number
CN107740841A
CN107740841A CN201710979159.6A CN201710979159A CN107740841A CN 107740841 A CN107740841 A CN 107740841A CN 201710979159 A CN201710979159 A CN 201710979159A CN 107740841 A CN107740841 A CN 107740841A
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CN
China
Prior art keywords
wall pipe
thin
layer
endergonic structure
compression
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.)
Pending
Application number
CN201710979159.6A
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Chinese (zh)
Inventor
张聪
朱珍德
朱姝
吴楠
孔洋
田源
周耀珺
龚超
陈会官
牛子豪
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Hohai University HHU
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Hohai University HHU
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Filing date
Publication date
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Priority to CN201710979159.6A priority Critical patent/CN107740841A/en
Publication of CN107740841A publication Critical patent/CN107740841A/en
Pending legal-status Critical Current

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/022Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using dampers and springs in combination
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/023Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using fluid means
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/046Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means using combinations of springs of different kinds
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/08Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with rubber springs ; with springs made of rubber and metal

Abstract

The invention discloses a kind of multi-buffer device for SHPB impact tests, including pressure-bearing buffer system, hydraulic pressure body structure and thin-wall pipe endergonic structure, the pressure-bearing buffer system includes buffering outer barrel, cushion rubber layer, second level buffer unit and trip rod termination, cushion rubber layer is sequentially provided with the buffering outer barrel, trip rod termination, second level buffer unit, the hydraulic pressure body structure includes compression disk and compression box, compression disk is connected with second level buffer unit, compression disk moves in compression box, the thin-wall pipe endergonic structure includes hydraulic fluid tank, thin-wall pipe endergonic structure layer and lossless mobile dish, two layers of thin-wall pipe endergonic structure layer is provided with the hydraulic fluid tank, every layer of thin-wall pipe endergonic structure layer is connected with lossless mobile dish.The present invention has the characteristics that safe and efficient, simple to operate, avoids the generation of the peril such as blast off phenomenon during impact test, the guarantee safe efficient progress of SHPB impact tests.

Description

A kind of multi-buffer device for SHPB impact tests
Technical field
The present invention relates to the multi-buffer device for SHPB impact tests, belongs to dynamic rock mechanics separate type Hopkinson Bar (SHPB) laboratory test field.
Background technology
Split hopkinson bar (hereinafter referred to as SHPB) experiment is the important of mechanical characteristic under study of rocks dynamic action One of means, at present, the research for the experiment have also gradually been goed deep into, and achieve plentiful and substantial achievement in research.But due to rock Stone sample density is big, the speed of incident bar, reflective spindle and transmission bar during experiment, for test equipment and testing crew For there is lot of unstable factor.
During experiment, common buffer unit includes spring bumper, hydraulic damping device etc., wherein, spring delays Flushing device is the elastic potential energy that the kinetic energy of sample during experiment is changed into spring, and hydraulic damping device is then to utilize fluid Viscous damping is acted on, and dynamic impulsion energy absorption is converted into fluid heat energy etc. and carries out Pulvis Biofermini Co No Ⅰ.With experiment difficulty Increase, gradually expose that energy stores form is single, impact direction buffering effect is undesirable, device is difficult to reset or resets hardly possible The problems such as to control, influence experiment process and the gross error to causing result of the test.Xiao Sanxia, Jiang Guoping (04 month 2014 30 days) a kind of split hopkinson press bar experiment buffer unit is proposed, the device is tied using two cylindrical springs as buffering The principal mode of structure, the cushioning effect during experiment is realized by piston and piston rod, simple in construction, cost is relatively low.But SHPB experiments under high strain-rate, rod member speed, action time is shorter, is only tied by spring and piston cylinder as buffering Structure, it is impossible to which cushioning effect is played in completion, moreover under high velocity effect, spring and piston cylinder easily deform and destroyed, to experiment The collection of data and whole experiment process produce larger adverse effect;In addition, the patent is in reflective spindle knockout process, kinetic energy The energy of conversion is not handled, and easily causes the destruction in laboratory apparatus and laboratory, and experimenter is produced potential Threaten.At present, during SHPB experiments, still advised without buffering, reset and the risk that can realize trial stem well The buffer unit kept away.
The content of the invention
Goal of the invention:In order to overcome the deficiencies in the prior art, the present invention provides one kind and is used for SHPB impact tests Multi-buffer device, have the characteristics that it is safe and efficient, simple to operate, solve SHPB impact tests during reflect rod member at a high speed The problems such as pedestal destruction, the secondary impact destruction to incident bar, rod member kinetic energy can not absorb and change caused by under effect, keeps away Exempt from the generation of the peril such as blast off phenomenon during impact test, ensure the safe efficient progress of SHPB impact tests.
Technical scheme:In order to solve the above technical problems, a kind of multi-buffer for SHPB impact tests of the present invention fills Put, including pressure-bearing buffer system, hydraulic pressure body structure and thin-wall pipe endergonic structure, it is outer that the pressure-bearing buffer system includes buffering Cylinder, cushion rubber layer, second level buffer unit and trip rod termination, described buffer in outer barrel are sequentially provided with cushion rubber layer, hit Rod end head, second level buffer unit are hit, the hydraulic pressure body structure includes compression disk and compression box, compresses disk and the second level Buffer unit connects, and compression disk moves in compression box, and the thin-wall pipe endergonic structure includes hydraulic fluid tank, thin-wall pipe is inhaled Energy structure sheaf and lossless mobile dish, the hydraulic fluid tank is interior to be provided with two layers of thin-wall pipe endergonic structure layer, every layer of thin-wall pipe energy-absorbing Structure sheaf is connected with lossless mobile dish, and two lossless mobile dish form cavity, and cavity connects with compression box;Incident bar is hit The effect of hitting causes reflective spindle to impact cushion rubber layer with certain speed, and impulsive force is delivered to trip rod termination, and trip rod termination is made For second level buffer unit, the compressing compression disk movement of second level buffer unit, compression disk is moved in compaction cavum Gas volume, so as to drive lossless mobile dish to move, lossless mobile dish oppress thin-wall pipe endergonic structure layer, thin-wall pipe energy-absorbing Structure sheaf draws the energy of impact.
Preferably, the second level buffer unit includes three springs, one end of spring is connected with compression disk, spring The other end is connected with trip rod termination.
Preferably, the material of the cushion rubber layer is natural rubber material.
Preferably, the thin-wall pipe endergonic structure layer includes several energy absorbent blocks, the top of energy absorbent block is square, The side of energy absorbent block is isosceles trapezoid and isosceles triangle, and isosceles trapezoid is alternately distributed with isosceles triangle, the base of energy absorbent block For octagon, adjacent energy absorbent block forms cellular three-dimensional space structure by being welded to connect.
Preferably, the material of the thin-wall pipe endergonic structure layer is HDPE sheet materials.
In the present invention, the cushion rubber layer uses the natural rubber material (NR) based on polyisoprene, a diameter of 30cm cylindrical structure is nested in second level buffering outer barrel, with the common pressure-bearing in trip rod termination.The second level buffer unit Trip rod termination is connected with being connected compression disk by 3 sets of performance identical high-compressibility springs, spring structure is diameter 10cm circle, the center of circle of spring structure are the end points of the positive side triangle centered on the center of circle of second level buffering outer barrel.Institute State compression tank wall, hydraulic pressure tank wall, the lossless mobile dish of hydraulic fluid tank are smooth interface, zerofriction force acts in moving process.It is described Thin-wall pipe endergonic structure layer material is the HDPE sheet materials strengthened, and is that regular triangular is welded to be formed with trapezoidal by strength Three-dimensional netted cell compartment structure, structure sheaf mobile dish lossless with hydraulic fluid tank, hydraulic pressure tank wall are to be welded to connect.The rubber substrate delays Rush layer and be arranged to 4cm, be connected on the inside of hydraulic pressure tank wall and with thin-wall pipe endergonic structure layer, the lossless mobile dish of hydraulic fluid tank, protected Protect due to hydraulic pressure it is excessive caused by buffer unit bottom destroy.
Beneficial effect:The multi-buffer device for SHPB impact tests of the present invention, passes through pressure-bearing buffer system, hydraulic pressure Body structure and thin-wall pipe endergonic structure realize the energy conversion and suction during rock sample SHPB dynamic impact tests Receive, realizing three-level by cushion rubber layer, second level buffer unit, rubber substrate cushion buffers, and ensure that the peace of experiment Full property and high efficiency, solve and reflect pedestal caused by under rod member high velocity effect during SHPB impact tests and destroy, to entering The secondary impact for penetrating bar destroys, rod member kinetic energy can not absorb and the generation of peril such as change;Thin-wall pipe energy-absorbing material is adopted With the HDPE sheet materials of reinforcing, cheap, applicability and stability are strong, meet the requirement in SHPB experiments and regulation.
Brief description of the drawings
Fig. 1 is laboratory installation overall structure figure of the present invention;
Fig. 2 is apparatus of the present invention cut-away view;
Fig. 3 is thin-wall pipe endergonic structure layer schematic diagram;
Diagram:1. buffer outer barrel;2. the second level buffers outer barrel;3. second level buffer unit;4. cushion rubber layer;5. hit Rod end head;6. compress disk;7. compress tank wall;8. built in compression box;9. thin-wall pipe endergonic structure layer;10. hydraulic pressure tank wall; 11. rubber substrate cushion;12. built in hydraulic fluid tank;13. the lossless mobile dish of hydraulic fluid tank;14. isosceles trapezoid;15. isoceles triangle Shape.
Embodiment
As shown in Figure 1 to Figure 3, this kind of multi-buffer device for SHPB impact tests, including pressure-bearing buffer system, Hydraulic pressure body structure and thin-wall pipe endergonic structure, the device are arranged on SHPB test bracket pedestals, are filled for the experiment end Put.The pressure-bearing buffer system includes buffering outer barrel 1, cushion rubber layer 4, second level buffer unit 3 and its outer rim 2 and trip rod Termination 5, the hydraulic pressure body structure includes compression disk 6, compression tank wall 7, built in compression box 8 and hydraulic fluid tank built in 12, it is described Thin-wall pipe endergonic structure include thin-wall pipe endergonic structure layer 9, hydraulic pressure tank wall 10, rubber substrate cushion 11 and hydraulic fluid tank without Damage mobile dish 13.
The effect of impact of incident bar causes reflective spindle to impact cushion rubber layer 4 with certain speed, buffers and fills as the first order Put, natural rubber material (NR) is because the particularity of its material has certain cushioning effect to reflective spindle, and by the active force Trip rod termination 5 is delivered to, in the presence of second level buffer unit 3 (predominantly 3 sets of performance identical high-compressibility springs), Spring is compressed and promotes compression disk 6 to moving in built in compression box 8, with compression disk 6 gradually in move, built in compression box 8 with hydraulic fluid tank built in 12 volumes reduce, promote the lossless mobile dish 13 of hydraulic fluid tank to both sides move, compression disk 6 do work(conversion The work(and part energy moved for the lossless mobile dish 13 of hydraulic fluid tank, energy is gradually absorbed by thin-wall pipe endergonic structure layer 9, complete Into the absorption and conversion of energy.At the same time, in whole energy conversion and absorption process, in the second level, buffer unit 3 is in height Under the rebound effect of compressibility spring so that initial position is progressively replied in cushion rubber layer 4 and trip rod termination 5, drives compression Disk 6 externally does work, and the lossless mobile dish 13 of hydraulic fluid tank return to initial position under pressure, completes an endergonic process. Under special circumstances, when speed is excessive or caused energy is excessive, it is possible to produce in the case of destruction, rubber substrate cushion 11 can be protected, and prevent secondary injury caused by accident.
As shown in figure 3, thin-wall pipe endergonic structure layer 9 is included comprising several energy absorbent blocks, the top of energy absorbent block is pros Shape, the side of energy absorbent block is isosceles trapezoid and isosceles triangle, and isosceles trapezoid is alternately distributed with isosceles triangle, the bottom of energy absorbent block While being octagon, adjacent energy absorbent block forms cellular three-dimensional space structure by being welded to connect.Isosceles trapezoid 14 The length of side of the square that base is formed as the upper surface of the structure, the length of the hypotenuse is the length of side of equilateral triangle, of different shapes Structure is formed by strength welding manner, forms the three-dimensional netted cell compartment structure in space, and the lossless movement of mobile dish 13 of hydraulic fluid tank is done Work(be delivered in isosceles trapezoid 14 and isosceles triangle 15, the structure that gradually reduces simultaneously is gradually absorbed.Buffered in the second level Under the rebound effect of device 3, the energy that thin-wall pipe endergonic structure layer 9 absorbs equally is converted to the lossless mobile dish of support hydraulic case The kinetic energy of 13 movements, returns to initial position.

Claims (5)

  1. A kind of 1. multi-buffer device for SHPB impact tests, it is characterised in that:Including pressure-bearing buffer system, hydraulic pressure casing Structure and thin-wall pipe endergonic structure, the pressure-bearing buffer system include buffering outer barrel, cushion rubber layer, second made of rubber Level buffer unit and trip rod termination, described buffer are sequentially provided with cushion rubber layer, trip rod termination, second level buffering in outer barrel Device, the hydraulic pressure body structure include compression disk and compression box, and compression disk is connected with second level buffer unit, compression circle Disk moves in compression box, and the thin-wall pipe endergonic structure includes hydraulic fluid tank, thin-wall pipe endergonic structure layer and lossless movement Disk, is provided with two layers of thin-wall pipe endergonic structure layer in the hydraulic fluid tank, every layer of thin-wall pipe endergonic structure layer with lossless movement Disk connects, and two lossless mobile dish form cavity, and cavity connects with compression box;The effect of impact of incident bar cause reflective spindle with Certain speed impacts cushion rubber layer, and impulsive force is delivered to trip rod termination, and trip rod termination acts on second level buffer unit On, the compressing compression disk movement of second level buffer unit, compression disk moves the gas volume in compaction cavum, so as to drive nothing Mobile dish movement is damaged, lossless mobile dish oppress thin-wall pipe endergonic structure layer, and thin-wall pipe endergonic structure layer draws the energy of impact Amount.
  2. 2. the multi-buffer device according to claim 1 for SHPB impact tests, it is characterised in that:The second level Buffer unit includes three springs, and one end of spring is connected with compression disk, and the spring other end is connected with trip rod termination.
  3. 3. the multi-buffer device according to claim 1 for SHPB impact tests, it is characterised in that:The rubber delays The material for rushing layer is natural rubber material.
  4. 4. the multi-buffer device according to claim 1 for SHPB impact tests, it is characterised in that:The light-wall pipe Part endergonic structure layer includes several energy absorbent blocks, and the top of energy absorbent block is square, the side of energy absorbent block for isosceles trapezoid with etc. Lumbar triangle shape, isosceles trapezoid are alternately distributed with isosceles triangle, and the base of energy absorbent block is octagon, and adjacent energy absorbent block passes through weldering Connect in succession, form cellular three-dimensional space structure.
  5. 5. the multi-buffer device according to claim 4 for SHPB impact tests, it is characterised in that:The light-wall pipe The material of part endergonic structure layer is HDPE sheet materials.
CN201710979159.6A 2017-10-19 2017-10-19 A kind of multi-buffer device for SHPB impact tests Pending CN107740841A (en)

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Application Number Priority Date Filing Date Title
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110359173A (en) * 2019-08-14 2019-10-22 浙江慈鑫机械有限公司 A kind of Computerized flat knitting machine protection mechanism
CN117470639A (en) * 2023-12-22 2024-01-30 深圳大学 Energy absorption buffer device and method applied to dynamic true triaxial electromagnetic Hopkinson bar
CN117470639B (en) * 2023-12-22 2024-04-09 深圳大学 Energy absorption buffer device and method applied to dynamic true triaxial electromagnetic Hopkinson bar

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191401365A (en) * 1913-01-28 1914-06-25 Georges Ribis Improvements in Shock Absorbing Devices for Vehicles.
NL9202070A (en) * 1992-11-30 1994-06-16 Doornes Bedrijfswagen Fab Controllable frequency-dependent damper system
CN2376556Y (en) * 1999-03-19 2000-05-03 白泷 Shock-absorber for vehicle
US20040135382A1 (en) * 2002-10-29 2004-07-15 Aisin Seiki Kabushiki Kaisha Bumper apparatus for vehicle
CN1912418A (en) * 2006-09-04 2007-02-14 江苏大学 Oil-hydraulic-air multimedia coupling vibrition damper
CN101638076A (en) * 2009-08-27 2010-02-03 王博 Crease type crash energy absorption box
CN103953677A (en) * 2014-04-14 2014-07-30 山东科技大学 Driven anti-collision buffering device
CN104976272A (en) * 2015-07-08 2015-10-14 中国船舶重工集团公司第七一九研究所 Heavy load hydraulic damper
CN205003016U (en) * 2015-09-30 2016-01-27 中国水利水电第八工程局有限公司 Dynamic testing equipment split hopkinson pressure bar's multi -level buffer device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191401365A (en) * 1913-01-28 1914-06-25 Georges Ribis Improvements in Shock Absorbing Devices for Vehicles.
NL9202070A (en) * 1992-11-30 1994-06-16 Doornes Bedrijfswagen Fab Controllable frequency-dependent damper system
CN2376556Y (en) * 1999-03-19 2000-05-03 白泷 Shock-absorber for vehicle
US20040135382A1 (en) * 2002-10-29 2004-07-15 Aisin Seiki Kabushiki Kaisha Bumper apparatus for vehicle
CN1912418A (en) * 2006-09-04 2007-02-14 江苏大学 Oil-hydraulic-air multimedia coupling vibrition damper
CN101638076A (en) * 2009-08-27 2010-02-03 王博 Crease type crash energy absorption box
CN103953677A (en) * 2014-04-14 2014-07-30 山东科技大学 Driven anti-collision buffering device
CN104976272A (en) * 2015-07-08 2015-10-14 中国船舶重工集团公司第七一九研究所 Heavy load hydraulic damper
CN205003016U (en) * 2015-09-30 2016-01-27 中国水利水电第八工程局有限公司 Dynamic testing equipment split hopkinson pressure bar's multi -level buffer device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110359173A (en) * 2019-08-14 2019-10-22 浙江慈鑫机械有限公司 A kind of Computerized flat knitting machine protection mechanism
CN117470639A (en) * 2023-12-22 2024-01-30 深圳大学 Energy absorption buffer device and method applied to dynamic true triaxial electromagnetic Hopkinson bar
CN117470639B (en) * 2023-12-22 2024-04-09 深圳大学 Energy absorption buffer device and method applied to dynamic true triaxial electromagnetic Hopkinson bar

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Application publication date: 20180227

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