IL100296A - Pyrotechnic dynamic penetrometer - Google Patents
Pyrotechnic dynamic penetrometerInfo
- Publication number
- IL100296A IL100296A IL10029691A IL10029691A IL100296A IL 100296 A IL100296 A IL 100296A IL 10029691 A IL10029691 A IL 10029691A IL 10029691 A IL10029691 A IL 10029691A IL 100296 A IL100296 A IL 100296A
- Authority
- IL
- Israel
- Prior art keywords
- probe rod
- rod
- tube
- backward
- moving mass
- Prior art date
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/40—Investigating hardness or rebound hardness
- G01N3/48—Investigating hardness or rebound hardness by performing impressions under impulsive load by indentors, e.g. falling ball
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Analytical Chemistry (AREA)
- Pathology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Immunology (AREA)
- General Physics & Mathematics (AREA)
- General Health & Medical Sciences (AREA)
- Biochemistry (AREA)
- Physics & Mathematics (AREA)
- General Engineering & Computer Science (AREA)
- Remote Sensing (AREA)
- Geology (AREA)
- Food Science & Technology (AREA)
- Medicinal Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Soil Sciences (AREA)
- Air Bags (AREA)
- Geophysics And Detection Of Objects (AREA)
- Sampling And Sample Adjustment (AREA)
- Medicinal Preparation (AREA)
- Medicines Containing Material From Animals Or Micro-Organisms (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Agricultural Chemicals And Associated Chemicals (AREA)
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
- Investigating Or Analyzing Materials Using Thermal Means (AREA)
- Steroid Compounds (AREA)
- Amplifiers (AREA)
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
- Investigating Or Analysing Materials By Optical Means (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
The dynamic pyrotechnical penetrometer determines soil characteristics by using the pressure created by a pyrotechnical gas generator to drive a probe rod (1) into the ground, with continuous detection and measurement of penetration. A standard probe rod mounted on a piston (2) containing a magnet (3) is placed in a solenoid-equipped amagnetic tube. A recoiling mass (4) which balances the amount of rod movement created by the gas from a pyrogenerator (5) contained in said recoiling mass, is then also placed in said tube. A unit for acquiring and processing the movement data of the standard rod calculates the resistance of the ground in response to the insertion of the rod.
Description
Pyrotechnic dynamic penetrimeter Bernard CASTAGNER C. 85112 The present invention relates to a system for examining soils and for measuring their characteristics . The two principal existing soil examination systems are examination by pressure measurement and examination by penetration measurement, in particular dynamic penetration measurement. The principle of dynamic penetration measurement is the determination of the kinetic energy necessary for driving in a probe of a certain height, the kinetic energy generally being created by the calibrated fall of a given mass.
Probings carried out with this system take up a lot of time and in these days of high labour costs, they are expensive.
Furthermore, most of these systems do not include an automatic written report of the characteristics of the soils, which would confer greater credibility on the examinations carried out.
The pyrotechnic dynamic penetration measurement system- which is the subject of the innovation in particular makes it possible- to meet the following major requirements: speed of execution, reduction of costs and credibility of the measurement.
The system which is the subject of the present patent determines the characteristics of the soil by the continuously detected and measured driving of a standard probe rod into the soil. This driving-in is carried out b the use of the pressure created by a pyrotechnic gas generator.
The originality of the design of the system which is the subject of the present patent will emerge from its description, from the justification of the techniques used and from its operating diagram.
The important features of the system proposed by the invention are as follows: The pressure created by a pyrotechnic gas generator in an ejection tube is used for driving a standard probe rod into the soil.
The displacement: of the rod in the ejection tube is detected continuously, in particular by the passage of a magnet, connected to the rod, through solenoids placed along the ejection tube.
- This displacement, which is the resultant of the acceleration created by the gas pressure on the rod and of the acceleration created by the resistance of the soil on this same rod is continuously computed by means of a pre-programmed electronic circuit.
- In the case of a light and portable system, use is made of the balancing of the quantities of movements by a vertical backward-moving mass, part of which preferably serves as an expansion chamber for the gases and as a guide for the standard rod.
The following description is purel illustrative and non-limitative, and must be read with reference to the appended drawings in which: - Figure l shows the simplest embodiment of the system which is the subject of the invention.
- Figure 2 shows a system more specially adapted to small-depth, probings.- Figures 3 and 4 show a system more specially adapted to larger-depth probings.
The basic system is shown diagrammatically in Figure 1.
The standard probe rod (1) is fixed to a piston (2) in which a magnet (3) is placed.
The backward-moving mass (4) balances the quantity of movement which will be transmitted to the stan- dard rod (1) and to its piston (2).
It is equipped with a gas generator ( 5 ) . The absorption of the recoil energy is ensured by gravity.
Without departing from the scope of the invention, it is possible to use another means of balancing the recoil forces, such as energy absorbers, the mass of the carrier or of the system.
The assembly of rod, piston, backward-moving mass and generator is placed in a recoil tube (7) manufactured from non-magnetic materials. The recoil tube (7) is equipped with solenoids (6) preferably placed concentric with the launch tube.
These solenoids (6) are connected to the data processing and electronic unit (9).
After ignition, the gas generator feeds gas into the expansion chamber (8) located between the piston (2) and its backward-moving mass (4)/ the pressure thus generated moves the standard rod (1) at speed. During the ejection of the rod, the passage of the magnet (3) through the various solenoids (6) generates electrical signals for which the time intervals between appearances are computed.
This allows computation of the speed and then of the acceleration of the standard rod.
The law P(t) for pressure delivered by a given gas generator into the expansion chamber is known, either precisely because of a measurement, or to a good approximation (2 to 3%) because of the reproducibility of performance of the gas generator used.
The deceleration force due to the resistance of the soil to the driving-in. of the standard, rod is therefore known: R(t) » S.P.(t) - m G(t) The computations are carried out either with an adapted logic circuit, or with an existing pre-programmed computer.
Without departing from the scope of the invention, it will be possible to use other systems for detecting a passage of this type, such as electromechanical contactors or photoelectric cells.
Similarly, without departing from the scope of the invention, it is possible to. replace the passage detectors and a part of the data processing circuit by an accelerometer .
The standard rod may or may not be equipped with a point (10) whose maximum diameter is greater than that of the rod, depending on the type of measurement to be carried out.
The system which is the subject of the present invention in its portable version an as used for low-depth probings is shown diagrammatically in Figure 2.
The standard probe rod (1) is fixed to a piston (2) in which a magnet is placed.
The backward-moving mass (4) balances the quantity of movements which will be transmitted to the standard rod and to its piston. It is preferably constituted from a tube made from non-magnetic materials, for example a cylindrical tube closed at its upper end; the backward-moving mass thus serves as an ejection tube.
Before being driven in, the standard rod equipped with the piston is held in the backward-moving mass preferably by means of a deforroable clip (15) but, without departing from the invention, it is possible to use another fixing system such as a ball spring, a plate spring, , , The backward-moving mass (4) slides in a recoil tube (7) made from non-magnetic materials and preferably made from glass fibre composite with a thermohardening or thermoplastic matrix.
At its point of contac with the soil,- the guidance tube is preferably provided with a support foot (17) equipped with a shock absorber (16) for the falling back of the backward-moving mass.
The solenoids (6) for detecting the passage of the magnet are preferably located around the guidance tube and connected to the electronic processing unit (9) .
The system can be independent and be simply equipped with a folding adjustable tripod (22).
This tripod can preferably be constituted from an assembly ring (18) for the three legs (19) whose length is adjustable by means, for example, of a lockable slider (20) and which bear on the soil by means of feet (21) which can have holes in them for, if appropriate, fixing the system to the soil.
The backward-moving mass preferably has the support of the breech (14) of the gas generator and of its initiation safety system (13) mounted on top of it.
The initiation of the gas generator is preferably by means of percussion but, without departing from the scope of the invention, it will be possible to use electrical initiation or initiation by laser beam.
The body of the gas generator is preferably made of thermoplastic, thermohardening, elastomer, cardboard or composite materials and its structure is preferably designed to open at low pressure out of its operating housing and to do this for safety reasons in the case of possii^ ) accidental ignition or of fire.
In order to facilitate loading and to ensure safety, the gas generator (5) is preferably placed in a housing (12) located in a movable breech (11).
The insertion of this movable breech (11) in its support (14) allows the gas generator to be placed in the operating position facing the inlet channel to the expansion chamber (8) and the arming of the initiation safety system ( 13) .
Without departing from the scope of the invention, it is possible to adapt other constructions of the "piston-ejection" function.
Figure 3 shows a variant specially adapted for deep probing carried out by means of a single standard rod or of several rods assembled as the probing progresses.
The ejection thrust function and the guidance function of the standard rod are not provided by a piston but, on the one hand, by the closed end of the hollow standard rod (1) carrying the point (10) whose maximum diameter is greater than that of the rod or whose maximum diameter is not greater than that of the rod and, on the other hand, by an axial tube along which the standard rod slides.
The standard probe rod ( 1 ) is equipped with a collar (25) which allows its driving into the soil to be limited in the case of excess energy with respect to the energy absorbed by the driving into the soil.
The magnets (3) are located in this collar (25). In this case, the solenoids are not concentric with the tube but located along the tube and the magnets are placed in a plane perpendicular to the movement of the rod.
The standard probe rod slides over a guide tube (27) which is connected, preferably by means of a chuck (26)/ to the backward-moving mass (4), the latter also forms a recoil guidance tube and is equipped with the expansion chamber (8) and the breech of the gas generator (5). without departing from the scope of the invention, the probe rod (1) can be inside the guide tube (27).
The recoil tube (7) comprises a bore (29) in its upper part.
The expansion chamber comprises one or more orifices (28) equipped or not equipped with a valve or with a shear membrane. in fact, in the case of a blockage of the standard probe rod in the soil, it is necessary to evacuate the gases from the expansion chamber in order to limit the rising of the backward-moving mass.
This evacuation is preferably carried out by means of this bore (29) and of these orifices (28). They are- placed, in. such a. wa that they only- slightl degrade the performance of the gas generator.
The recoil tube (7) and the tubular part of the backward-moving mass have an opening (30) (Figure 4) to allow the loading of the standard rod (1) equipped with its guidance tube (27). This opening is closed during its operation either by a door (30) or by the rotation of the backward-moving mass in the guidance tube.
In -the case of the presence of a door, the loading of the standard probe rod is carried out by opening the door (30) of the backward-moving mass. This door is equipped with a locking system (31) which, for safety reasons, is preferably linked with the firing safety device (15).
In the case of partial or difficult driving-in of the standard rod, it is easily possible either to withdraw it, or to complete its driving-in by using a second gas generato .
In order to withdraw the standard probe rod ( 1 ) , it suffices to open the chuck (26); the guide tube (27) drops to the bottom of the standard rod and it is then possible to release the system and then extract the guide rod, where appropriate with the help of an extractor bearing on the collar (25).
It is also possible to add a second extension probe rod in order to deepen the probing by fixing it in the place of the collar after dismantling the guide tube.
Claims (11)
1. Device for examining and characterizing soils, comprising: a recoil tube, a probe rod movable with respect to the recoil tube, a pyrotechnic generator, means for detecting composed of several elements, the probe rod being intended to be driven into the soil by the effect of the pyrotechnic generator, the means for detecting being a footed to the recoil tube and each of their elements detecting the passage of the probe rod at its level, in order to give a measure of the movement of the probe rod during its driving in.
2. System according to Claim 1 , characterized in that the movement of the probe rod is detected by the passage of a magnet, connected to this rod, through the solenoids placed along the outer tube.
3. System according to Claim 1, characterized in that the movement of the probe rod is detected by the passage of the latter in front of photoelectric cells or electromechanical contactors .
4. System according to one or more of the preceding claims, characterized in that the coordinates of the movements of the rod are entered into a computer, dedicated or not dedicated, preprogrammed and initialized with the system parameters, in order to obtain characteristics of the soil directly and to make them available for display or printing.
5. System according to one or more of the preceding claims, characterized in that the balancing of the quantity of movements transmitted to the probe rod is ensured by a backward-moving mass located in the recoil tube and whose kinetic energy is absorbed by the use of the force of gravity.
6. System according to one or more of the preceding claims, characterized in that the backward-moving mass - 9 - 85 1 1 2 / 2 serves as a guidance tube for the probe rod and as an expansion chamber for the gases.
7. System according to one or more of the preceding claims, characterized in that the backward-moving mass comprises the housing of the pyrotechnic gas generator.
8. System according to one or more of the preceding claims, characterized in that the backward-moving mass has, at the level of the expansion chamber, one or more safety vents and the recoil tube has a bore to facilitate the extraction of gases in the case of premature blockage of the probe rod in the soil during its driving-in.
9. System according to one or more of the preceding claims, characterized by the use of a hollow probe rod sliding along a removable guide tube locked in the backward-moving mass by a chuck or by a fast fixing system.
10. System according to one or more of the preceding claims, characterized in that the probe rod may be in several sections assembled by a locking joint as the probing operation proceeds.
11. System according to one or more of the preceding claims, characterized in that the body of the generator is made of thermoplastic or composite materials and opens at low pressure out of its operating housing. For the Applicants, AND PARTNERS 85112c! . DD/jg/10.1.1994
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9015512A FR2670582B1 (en) | 1990-12-12 | 1990-12-12 | PYROTECHNIC DYNAMIC PENETROMETER. |
Publications (2)
Publication Number | Publication Date |
---|---|
IL100296A0 IL100296A0 (en) | 1992-09-06 |
IL100296A true IL100296A (en) | 1994-12-29 |
Family
ID=9403124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IL10029691A IL100296A (en) | 1990-12-12 | 1991-12-09 | Pyrotechnic dynamic penetrometer |
Country Status (28)
Country | Link |
---|---|
EP (1) | EP0561968B1 (en) |
JP (1) | JPH06503619A (en) |
CN (1) | CN1030797C (en) |
AT (1) | ATE114371T1 (en) |
AU (1) | AU677160B2 (en) |
BR (1) | BR9107271A (en) |
CA (1) | CA2098091A1 (en) |
CS (1) | CS374291A3 (en) |
DE (1) | DE69105280T2 (en) |
DK (1) | DK0561968T3 (en) |
DZ (1) | DZ1545A1 (en) |
ES (1) | ES2068024T3 (en) |
FI (1) | FI932673A (en) |
FR (1) | FR2670582B1 (en) |
GR (1) | GR3015150T3 (en) |
HU (1) | HUT64622A (en) |
ID (1) | ID892B (en) |
IE (1) | IE63125B1 (en) |
IL (1) | IL100296A (en) |
MA (1) | MA22362A1 (en) |
MX (1) | MX9102513A (en) |
NO (1) | NO932161L (en) |
OA (1) | OA09805A (en) |
PL (1) | PL166826B1 (en) |
PT (1) | PT99764B (en) |
RU (1) | RU2101416C1 (en) |
WO (1) | WO1992010753A1 (en) |
ZA (1) | ZA919696B (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2297849B (en) * | 1995-02-10 | 1998-04-15 | Kevin John Lindsay Stone | A portable soil strength measuring device |
US5913252A (en) * | 1995-07-25 | 1999-06-15 | Bernard Castagner | Pyrotechnic tool driving device |
WO1998003848A1 (en) * | 1996-07-18 | 1998-01-29 | Proceq S.A. | Method and device for characterizing the elastic and/or plastic behaviour of materials |
GB2341936B (en) * | 1998-09-23 | 2000-08-16 | Adas Consulting Ltd | Measuring the energy absorbing capacity of a substrate |
ES2184536B1 (en) * | 1999-07-12 | 2004-03-01 | Univ Almeria | MACHINE TO MEASURE THE RESISTANCE TO SOIL PENETRATION. |
ES2345828T3 (en) | 2005-06-24 | 2010-10-04 | Marco Brandestini | APPARATUS TO MEASURE THE HARDNESS FOR IMPACT. |
RU2507341C2 (en) * | 2011-09-23 | 2014-02-20 | Анатолий Филенович Ким | Method of dynamic probing of soils and device for its realisation |
CN103306255B (en) * | 2013-07-01 | 2014-12-31 | 浙江大学 | Box-type power penetrometer without feeler lever and probing method thereof |
RU170459U1 (en) * | 2016-11-23 | 2017-04-25 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Stand for studying the process of destruction of rocks |
CN111549747B (en) * | 2018-10-27 | 2021-07-27 | 横东建设发展有限公司 | Soil sampling device and method for roadbed compactness detection |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3894426A (en) * | 1973-10-29 | 1975-07-15 | Rowland J Kopf | Apparatus for penetration test of concrete block, brick and the like |
DE2452880C2 (en) * | 1974-11-07 | 1986-01-02 | Proceq S.A., Zürich | Method and device for hardness testing of workpieces |
US4492111A (en) * | 1981-10-07 | 1985-01-08 | Kirkland James L | Rheological penetrometer |
FR2584186B1 (en) * | 1985-06-28 | 1989-05-26 | Hurtado Jean | DEVICE FOR MEASURING THE CHARACTERISTICS OF SOILS BY STATIC-DYNAMIC PENETRATION |
FR2644811B1 (en) * | 1989-03-23 | 1991-05-24 | Castagner Bernard | PYROTECHNIC SYSTEM FOR PUSHING GROUND ANCHORS |
-
1990
- 1990-12-12 FR FR9015512A patent/FR2670582B1/en not_active Expired - Fee Related
-
1991
- 1991-12-04 DZ DZ910160A patent/DZ1545A1/en active
- 1991-12-09 IL IL10029691A patent/IL100296A/en not_active IP Right Cessation
- 1991-12-09 ZA ZA919696A patent/ZA919696B/en unknown
- 1991-12-10 DK DK92901776.2T patent/DK0561968T3/en active
- 1991-12-10 DE DE69105280T patent/DE69105280T2/en not_active Expired - Fee Related
- 1991-12-10 EP EP92901776A patent/EP0561968B1/en not_active Expired - Lifetime
- 1991-12-10 BR BR9107271A patent/BR9107271A/en not_active IP Right Cessation
- 1991-12-10 WO PCT/FR1991/000997 patent/WO1992010753A1/en active IP Right Grant
- 1991-12-10 RU RU93047198A patent/RU2101416C1/en active
- 1991-12-10 AT AT92901776T patent/ATE114371T1/en not_active IP Right Cessation
- 1991-12-10 PL PL91295785A patent/PL166826B1/en unknown
- 1991-12-10 ES ES92901776T patent/ES2068024T3/en not_active Expired - Lifetime
- 1991-12-10 JP JP4502121A patent/JPH06503619A/en active Pending
- 1991-12-10 HU HU9301725A patent/HUT64622A/en unknown
- 1991-12-10 CA CA002098091A patent/CA2098091A1/en not_active Abandoned
- 1991-12-10 CS CS913742A patent/CS374291A3/en unknown
- 1991-12-10 AU AU91301/91A patent/AU677160B2/en not_active Ceased
- 1991-12-11 MA MA22646A patent/MA22362A1/en unknown
- 1991-12-11 MX MX9102513A patent/MX9102513A/en not_active IP Right Cessation
- 1991-12-11 IE IE430991A patent/IE63125B1/en not_active IP Right Cessation
- 1991-12-11 PT PT99764A patent/PT99764B/en not_active IP Right Cessation
- 1991-12-11 CN CN91112761A patent/CN1030797C/en not_active Expired - Fee Related
- 1991-12-12 ID IDP113491A patent/ID892B/en unknown
-
1993
- 1993-06-11 OA OA60383A patent/OA09805A/en unknown
- 1993-06-11 NO NO93932161A patent/NO932161L/en unknown
- 1993-06-11 FI FI932673A patent/FI932673A/en unknown
-
1995
- 1995-02-22 GR GR950400370T patent/GR3015150T3/en unknown
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Legal Events
Date | Code | Title | Description |
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KB | Patent renewed | ||
MM9K | Patent not in force due to non-payment of renewal fees |