EP0049757B1 - Anti-tank mine - Google Patents

Anti-tank mine Download PDF

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Publication number
EP0049757B1
EP0049757B1 EP81106896A EP81106896A EP0049757B1 EP 0049757 B1 EP0049757 B1 EP 0049757B1 EP 81106896 A EP81106896 A EP 81106896A EP 81106896 A EP81106896 A EP 81106896A EP 0049757 B1 EP0049757 B1 EP 0049757B1
Authority
EP
European Patent Office
Prior art keywords
mine
impact
detonator
housing
another
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
Application number
EP81106896A
Other languages
German (de)
French (fr)
Other versions
EP0049757A1 (en
Inventor
Wolfgang Dorn
Fritz Elsner
Klaus Fischer
Heinz Kroschel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huels Troisdorf AG
Dynamit Nobel AG
Original Assignee
Huels Troisdorf AG
Dynamit Nobel AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Huels Troisdorf AG, Dynamit Nobel AG filed Critical Huels Troisdorf AG
Publication of EP0049757A1 publication Critical patent/EP0049757A1/en
Application granted granted Critical
Publication of EP0049757B1 publication Critical patent/EP0049757B1/en
Expired legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42—AMMUNITION; BLASTING
    • F42B—EXPLOSIVE CHARGES, e.g. FOR BLASTING, FIREWORKS, AMMUNITION
    • F42B23/00—Land mines ; Land torpedoes
    • F42B23/04—Land mines ; Land torpedoes anti-vehicle, e.g. anti-aircraft or anti tank

Definitions

  • the invention relates to a mine of the type specified in the preamble of claim 1.
  • the distribution of the mines on the ground depends on the functional processes of the various laying systems, the primary and secondary ballistic data and the respective environmental conditions.
  • the coordinates of the individual mines in the field are therefore not known.
  • the mines are laid on the surface, their visibility is very low due to camouflage measures such as camouflage colors, rough surfaces, etc. and the use of terrain.
  • the loads on the mine during laying can be defined relatively precisely, except for the impact load on the floor.
  • the loads on the mine and thus on the mine detonator due to firing, flight vibrations, emissions from the laying system etc., but also due to environmental conditions such as temperature, impact, transport and storage, can be largely simulated by appropriate tests and the mine can be designed accordingly that it can withstand these loads perfectly.
  • the loads on the ground impact depend on many parameters, the type and size of which cannot all be determined. They include depending on the impact speed and the angle of impact, the soil type and nature or the damping behavior of the mine floor. While the impact speed and the angle of impact via stabilization devices such as a parachute can be defined in such a way that an optimal sinking speed and distribution of the mines is achieved even under unfavorable environmental conditions, impact loads can always result from different types of soil, which lead to damage to the mine igniter. So z. B. if the mine strikes concrete (road) or grown rock, a fault occurs in the mine detonator's program sequence and the mine self-dismantling can be changed for an undefined time.
  • the invention has for its object to design a mine of the type specified in the preamble of claim 1 in such a way that a malfunction of the mine such as, for example, exceeding the idle time due to an excessive load when it hits the ground is reliably avoided.
  • the separation point between the two housing parts is preferably in a surface perpendicular to the preferred direction of impact of the mine, since the impact forces then act fully on the positive-locking connection, while when the separation surface is formed obliquely Direction of impact only a corresponding force component is effective.
  • the direction of impact of the mine i.e. their orientation in space when they hit the ground is preferred by a special stabilization device such as set up a parachute.
  • the mine flies with sufficient stability due to its geometry, center of gravity, etc. without an additional stabilization device, so that it can also be assumed that the mine practically always has the same area and also in a more or less predetermined area Direction hits the ground.
  • the inventive design ensures not only destruction of the positive connection and thus a mechanical separation of the active part from the functional part, but also their spatial separation from each other by the part facing away from the ground floor from the other at a floor impact with an impermissibly high load Impact is flung away. This ensures in a very simple way that the mine is put out of operation in the event of an impermissibly strong ground impact.
  • the ignition chain of the mine is interrupted by the separation of the housing according to the invention.
  • the separation can take place both between the ignition means and the transfer charge and between this and the secondary explosive charge downstream.
  • the igniter to be arranged in the functional part therefore includes, in addition to other components, at least the ignition means of the ignition chain, but possibly also the transfer charge. This ensures in any case that after the spatial separation of the functional part and the active part, the explosive charge of the active part can no longer be detonated.
  • the two housing parts can be positively connected to each other, e.g. one part is screwed into the other part by means of a corresponding thread or both parts are connected to one another in the manner of a bayonet connection.
  • the strength of both the screw and bayonet connection is determined so that these connections are safely severed after a predetermined load is exceeded.
  • the positive connection of the two housing parts is formed according to claim 2. Again, the radial connecting pins are particularly preferred.
  • the Mi shown schematically in longitudinal section ne has the two housing parts 1 and 2.
  • the housing part 1 forms the functional part and contains the detonator 3, while the housing part 2 forms the active part and encloses the secondary explosive 4.
  • Parts 1 and 2 are positively connected to one another in the area of the connection point such that when a predetermined force F is exceeded during the impact on the ground, the positive connection is severed, the active part 2 is thrown away and is thus spatially separated from the functional part 1.
  • This form-locking connection is separated by a force acting in the direction of impact A even if there is practically no play in the axial direction, ie in the direction of impact A, between the housing parts 1 and 2.
  • the separating surface between the two housing parts 1 and 2 extends perpendicular to the preferred direction of impact A, which is achieved by means of a stabilization parachute attached to the upper end of the mine, of which only the fastening lines 6 are indicated by dashed lines.
  • the shock loads are transmitted to the detonator 3 via the structural parts 1 and 2 of the mine.
  • the structural parts are subjected to a higher load when they hit the ground than, for example, the mine detonator.
  • an approximately equal shock load can occur on the mine detonator 3.
  • the structural parts, via which the impact load F is introduced when the ground is impacted, are dimensioned such that permanent deformations are only possible above the load which causes the connection point 5 to be separated. Deformations on assemblies inside the mine, e.g. avoided on mine detonator 3, below this load limit.
  • connection point 5 is preferably designed in the form of two cylindrical housing parts 1 and 2 which can be plugged into one another and which are fixed to one another via the radially arranged pins 7.
  • the connection point 5 is structurally adapted so that after the pinning there is a non-positive connection up to the predetermined load limit.
  • the housing parts 1 and 2 are inserted into one another at the connection point 5 with a sliding fit and secured in the plugging direction by the pins 7.
  • the dimensions, design and number of pins determine the load limit when the floor is hit.
  • the strength properties of parts 1 and 2 are defined in such a way that, in all load cases above the specified load limit, the separation in the connection point 5 takes place by shearing, shaping, pulling, breaking or the like of the pins 7.
  • the pin bores in the housing part 1 are expediently designed as blind holes.
  • the collar of the housing part 1 above the pins 7 is provided with a seal 8, which is expediently designed as an O-ring. This ensures the necessary sealing against moisture. Adhesive or hardening sealants, which can impair the strength properties of the connection point 5, are to be avoided.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Air Bags (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Portable Nailing Machines And Staplers (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Description

Die Erfindung betrifft eine Mine der im Oberbegriff des Anspruchs 1 angegebenen Art.The invention relates to a mine of the type specified in the preamble of claim 1.

Es ist bekannt, Minen zur Bekämpfung von insbesondere Panzern aus der Luft zu verlegen, indem sie als Submunition aus den verschiedensten Verlegesystemen, beispielsweise Raketengefechtsköpfen, über dem Zielgebiet ausgestossen werden. Durch diese Verlegeart ergeben sich «oberflächenverlegte» Minenfelder.It is known to lay mines from the air to combat tanks, in particular, by ejecting them as submunitions from a wide variety of laying systems, for example rocket warheads, over the target area. This type of installation results in "surface-laid" minefields.

Die Verteilung der Minen am Boden ist dabei abhängig von den Funktionsabläufen der verschiedenen Verlegesysteme, den primär- und sekundärballistischen Daten sowie den jeweiligen Umweltbedingungen. Die Koordinaten der einzelnen Minen im Gelände sind somit nicht bekannt. Obwohl die Minen oberflächenverlegt sind, ist ihre Erkennbarkeit durch Tarnmassnahmen wie Tarnfarben, rauhe Oberfläche usw. und Geländebewuchs sehr gering.The distribution of the mines on the ground depends on the functional processes of the various laying systems, the primary and secondary ballistic data and the respective environmental conditions. The coordinates of the individual mines in the field are therefore not known. Although the mines are laid on the surface, their visibility is very low due to camouflage measures such as camouflage colors, rough surfaces, etc. and the use of terrain.

Ein Aufnehmen der Minen oder gezieltes Räumen, um den Weg für die eigenen Truppenbewegungen freizumachen, ist daher praktisch nicht möglich. Das gelingt nur über definierte Liegezeiten mit anschliessender Selbstzerlegung der Minen, auf welche diese z.B. bei oder vor der Verlegung eingestellt werden. An die Funktionszuverlässigkeit dieser Selbstzerlegung müssen jedoch hohe Anofrderungen gestellt werden, damit eigene Truppenverbände nach Ablauf der Liegezeit gefahrlos das Gelände durchqueren können.It is practically not possible to pick up the mines or clear them in order to clear the way for your own troop movements. This can only be achieved through defined lay times with subsequent self-dismantling of the mines, to which they are e.g. be set during or before installation. However, high demands must be placed on the functional reliability of this self-disassembly so that your own troop units can safely cross the site after the laydown period.

Die auf die Mine einwirkenden Belastungen bei der Verlegung können bis auf die Aufschlagbelastung auf den Boden relativ genau definiert werden. So können die Belastungen auf die Mine und damit auch auf den Minenzünder durch den Abschuss, Flugschwingungen, Ausstoss aus dem Verlegesystem usw. aber auch durch Umweltbedingungen wie Temperatur, Stoss, Transport und Lagerung weitgehend durch entsprechende Versuche simuliert und die Mine dementsprechend ausgelegt werden, so dass sie diesen Belastungen einwandfrei standhält.The loads on the mine during laying can be defined relatively precisely, except for the impact load on the floor. For example, the loads on the mine and thus on the mine detonator due to firing, flight vibrations, emissions from the laying system etc., but also due to environmental conditions such as temperature, impact, transport and storage, can be largely simulated by appropriate tests and the mine can be designed accordingly that it can withstand these loads perfectly.

Demgegenüber sind die Belastungen beim Bodenaufschlag von vielen Parametern abhängig, die in Art und Grösse nicht alle erfassbar sind. Sie sind u.a. abhängig von der Auftreffgeschwindigkeit und dem Aufschlagwinkel, der Bodenart und Bodenbeschaffenheit bzw. dem Dämpfungsverhalten des Bodens der Mine. Während die Auftreffgeschwindigkeit und der Aufschlagwinkel über Stabilisierungseinrichtungen wie z.B. einem Fallschirm so definiert werden können, dass selbst unter ungünstigen Umweltbedingungen eine optimale Sinkgeschwindigkeit und Verteilung der Minen erreicht wird, werden sich durch unterschiedliche Bodenarten immer Aufschlagbelastungen ergeben können, die zu Beschädigungen des Minenzünders führen. So kann z. B. bei einem Aufschlag der Mine auf Beton (Strasse) oder gewachsenen Fels eine Störung im Programmablauf des Minenzünders eintreten und die Selbstzerlegung der Mine auf eine undefinierte Zeit verändert werden.In contrast, the loads on the ground impact depend on many parameters, the type and size of which cannot all be determined. They include depending on the impact speed and the angle of impact, the soil type and nature or the damping behavior of the mine floor. While the impact speed and the angle of impact via stabilization devices such as a parachute can be defined in such a way that an optimal sinking speed and distribution of the mines is achieved even under unfavorable environmental conditions, impact loads can always result from different types of soil, which lead to damage to the mine igniter. So z. B. if the mine strikes concrete (road) or grown rock, a fault occurs in the mine detonator's program sequence and the mine self-dismantling can be changed for an undefined time.

Der Erfindung liegt die Aufgabe zugrunde, eine Mine der im Oberbegriff des Anspruchs 1 angegebenen Art so auszubilden, dass ein Fehlverhalten der Mine wie beispielsweise eine Liegezeitüberschreitung infolge einer zu starken Belastung beim Bodenaufschlag sicher vermieden wird.The invention has for its object to design a mine of the type specified in the preamble of claim 1 in such a way that a malfunction of the mine such as, for example, exceeding the idle time due to an excessive load when it hits the ground is reliably avoided.

Diese Aufgabe wird erfindungsgemäss gelöst durch eine Ausbildung entsprechend dem Kennzeichen des Anspruchs 1. Die Trennstelle zwischen den beiden Gehäuseteilen liegtvorzugsweise in einer Fläche senkrecht zur bevorzugten Aufschlagrichtung der Mine, da dann die Aufschlagkräfte voll auf die Formschlussverbindung einwirken, während bei einer Ausbildung der Trennfläche schräg zur Aufschlagrichtung nur eine entsprechende Kraftkomponente wirksam wird. Die Aufschlagrichtung der Mine, d.h. ihre Orientierung im Raum bei Bodenaufschlag, wird bevorzugt durch eine besondere Stabilisierungseinrichtung wie z.B. einem Fallschirm festgelegt. Es ist aber auch möglich, dass die Mine ohne eine zusätzliche Stabilisierungseinrichtung aufgrund ihrer Geometrie, Schwerpunktslage usw. bereits hinreichend stabil fliegt, so dass auch dann davon ausgegangen werden kann, dass die Mine praktisch immer mit der gleichen Fläche und auch in mehr oder weniger vorgegebener Richtung auf den Geländeboden aufschlägt.This object is achieved according to the invention by a design according to the characterizing part of claim 1. The separation point between the two housing parts is preferably in a surface perpendicular to the preferred direction of impact of the mine, since the impact forces then act fully on the positive-locking connection, while when the separation surface is formed obliquely Direction of impact only a corresponding force component is effective. The direction of impact of the mine, i.e. their orientation in space when they hit the ground is preferred by a special stabilization device such as set up a parachute. However, it is also possible that the mine flies with sufficient stability due to its geometry, center of gravity, etc. without an additional stabilization device, so that it can also be assumed that the mine practically always has the same area and also in a more or less predetermined area Direction hits the ground.

Wie überraschend gefunden wurde, gewährleistet die erfindungsgemässe Ausbildung bei einem Bodenaufschlag mit unzulässig hoher Belastung nicht nur eine Zerstörung der Formschlussverbindung und damit eine mechanische Trennung des Wirkteiles vom Funktionsteil, sondern darüber hinaus auch deren räumliche Trennung voneinander, indem das vom Geländeboden abgewandte Teil vom anderen beim Aufschlag weggeschleudert wird. Damit ist in sehr einfacher Weise gewährleistet, dass die Mine bei einem unzulässig starken Bodenaufschlag ausser Funktion gesetzt wird.As was surprisingly found, the inventive design ensures not only destruction of the positive connection and thus a mechanical separation of the active part from the functional part, but also their spatial separation from each other by the part facing away from the ground floor from the other at a floor impact with an impermissibly high load Impact is flung away. This ensures in a very simple way that the mine is put out of operation in the event of an impermissibly strong ground impact.

Durch die erfindungsgemässe Trennung des Gehäuses wird die Zündkette der Mine unterbrochen. Die Trennung kann sowohl zwischen dem Zündmittel und der Übertragungsladung als auch zwischen dieser und der nachgeordneten Sekundärsprengstoffladung erfolgen. Der im Funktionsteil anzuordnende Zünder umfasst daher neben anderen Komponenten wenigstens auch das Zündmittel der Zündkette, gegebenenfalls aber auch noch die Übertragungsladung. Damit ist in jedem Falle sichergestellt, dass nach der räumlichen Trennung von Funktions-und Wirkteil die Sprengladung des Wirkteiles nicht mehr zur Detonation gebracht werden kann.The ignition chain of the mine is interrupted by the separation of the housing according to the invention. The separation can take place both between the ignition means and the transfer charge and between this and the secondary explosive charge downstream. The igniter to be arranged in the functional part therefore includes, in addition to other components, at least the ignition means of the ignition chain, but possibly also the transfer charge. This ensures in any case that after the spatial separation of the functional part and the active part, the explosive charge of the active part can no longer be detonated.

Die beiden Gehäuseteile können dadurch formschlüssig miteinander verbunden sein, dass z.B. das eine Teil mittels eines entsprechenden Gewindes in das andere Teil eingeschraubt ist oder beide Teile nach Art eines Bajonettverbindung miteinander verbunden sind. Die Festigkeit sowohl der Schraub- als auch Bajonettverbindung ist dabei so festgelegt, dass diese Verbindungen nach Überschreiten einer vorgegebenen Belastung sicher durchtrennt werden. Bevorzugt wird statt dessen die Formschlussverbindung der beiden Gehäuseteile jedoch nach Anspruch 2 ausgebildet. Besonders bevorzugt werden wiederum die radialen Verbindungsstifte.The two housing parts can be positively connected to each other, e.g. one part is screwed into the other part by means of a corresponding thread or both parts are connected to one another in the manner of a bayonet connection. The strength of both the screw and bayonet connection is determined so that these connections are safely severed after a predetermined load is exceeded. Preferably, however, the positive connection of the two housing parts is formed according to claim 2. Again, the radial connecting pins are particularly preferred.

Die Erfindung ist in derZeichnung in einem Ausführungsbeispiel gezeigt und wird anhand dieses nachstehend noch näher erläutert.The invention is shown in the drawing in an exemplary embodiment and is explained in more detail below with reference to this.

Die im Längsschnitt schematisch dargestellte Mine weist die beiden Gehäuseteile 1 und 2 auf. Das Gehäuseteil 1 bildet das Funktionsteil und enthält den Zünder 3, während das Gehäuseteil 2 das Wirkteil bildet und den Sekundärsprengstoff 4 umschliesst. Die Teile 1 und 2 sind im Bereich der Verbindungsstelle so formschlüssig miteinander verbunden, dass bei Überschreiten einer vorgegebenen Kraft F beim Bodenaufschlag die Formschlussverbindung durchtrennt, das Wirkteil 2 weggeschleudert und damit vom Funktionsteil 1 räumlich getrennt wird. Diese Trennung der Formschlussverbindung durch eine in der Aufschlagrichtung A wirkende Kraft erfolgt auch dann einwandfrei, wenn zwischen den Gehäuseteilen 1 und 2 praktisch kein Spiel in axialer Richtung, d.h. in der Aufschlagrichtung A vorhanden ist. Die Trennfläche zwischen den beiden Gehäuseteilen 1 und 2 erstreckt sich senkrecht zur bevorzugten Aufschlagrichtung A, welche mittels eines am oberen Ende der Mine angebrachten Stabilisierungsfallschirmes, von dem gestrichelt nur die Befestigungsleinen 6 angedeutet sind, erreicht wird.The Mi shown schematically in longitudinal section ne has the two housing parts 1 and 2. The housing part 1 forms the functional part and contains the detonator 3, while the housing part 2 forms the active part and encloses the secondary explosive 4. Parts 1 and 2 are positively connected to one another in the area of the connection point such that when a predetermined force F is exceeded during the impact on the ground, the positive connection is severed, the active part 2 is thrown away and is thus spatially separated from the functional part 1. This form-locking connection is separated by a force acting in the direction of impact A even if there is practically no play in the axial direction, ie in the direction of impact A, between the housing parts 1 and 2. The separating surface between the two housing parts 1 and 2 extends perpendicular to the preferred direction of impact A, which is achieved by means of a stabilization parachute attached to the upper end of the mine, of which only the fastening lines 6 are indicated by dashed lines.

Die Schockbelastungen werden in allen diesen Fällen über die Strukturteile 1 und 2 der Mine auf den Zünder 3 übertragen. Zwangsläufig werden so die Strukturteile beim Bodenaufschlag stärker belastet als beispielsweise der Minenzünder. In einzelnen Fällen, bei denen die Mine mit dem Teil 1 exakt unter 90° auf einer ebenen starren Unterlage aufschlägt, kann eine angenähert gleiche Schockbelastung an dem Minenzünder 3 auftreten.In all these cases, the shock loads are transmitted to the detonator 3 via the structural parts 1 and 2 of the mine. Inevitably, the structural parts are subjected to a higher load when they hit the ground than, for example, the mine detonator. In individual cases in which the mine with part 1 strikes exactly at 90 ° on a flat, rigid base, an approximately equal shock load can occur on the mine detonator 3.

Die Strukturteile, über welche beim Bodenaufschlag die Aufschlagbelastung F eingeleitet wird, sind so dimensioniert, dass bleibende Verformungen erst oberhalb derjenigen Belastung möglich sind, welche eine Trennung der Verbindungsstelle 5 hervorruft. Damit werden Deformationen an Baugruppen im Inneren der Mine, wie z.B. am Minenzünder 3, unterhalb dieser Belastungsgrenze vermieden.The structural parts, via which the impact load F is introduced when the ground is impacted, are dimensioned such that permanent deformations are only possible above the load which causes the connection point 5 to be separated. Deformations on assemblies inside the mine, e.g. avoided on mine detonator 3, below this load limit.

Bevorzugt ist die Verbindungsstelle 5 in Form von zwei zylindrischen, ineinandersteckbaren Gehäuseteilen 1 und 2 ausgebildet, die über die radial angeordneten Stifte 7 gegeneinander fixiert sind. Dabei ist die Verbindungsstelle 5 konstruktiv so angepasst, dass nach dem Verstiften eine kraftschlüssige Verbindung bis zur vorbestimmten Belastungsgrenze gegeben ist. Die Gehäuseteile 1 und 2 sind an der Verbindungsstelle 5 mit Schiebesitz ineinandergesteckt und in Steckrichtung durch die Stifte 7 gesichert. Die Abmessung, Bauart und Anzahl der Stifte bestimmen die Belastungsgrenze beim Bodenaufschlag. Die Festigkeitseigenschaften der Teile 1 und 2 sind so festgelelgt, dass bei allen Belastungsfällen oberhalb der festgesetzten Belastungsgrenze die Trennung in der Verbindungsstelle 5 durch Abscheren, Umformen, Ziehen, Brechen oder dgl. der Stifte 7 erfolgt. Die Stiftbohrungen sind im Gehäuseteil 1 zweckmässig als Sacklöcher ausgeführt. Der Bund des Gehäuseteiles 1 oberhalb der Stifte 7 ist mit einer Abdichtung 8, die zweckmässig als O-Ring ausgebildet ist, versehen. Damit wird die notwendige Abdichtung gegen Feuchtigkeit sichergestellt. Haftfähige oder aushärtende Dichtungsmittel, welche die Festigkeitseigenschaften der Verbindungsstelle 5 beeinträchtigen können, sind zu vermeiden.The connection point 5 is preferably designed in the form of two cylindrical housing parts 1 and 2 which can be plugged into one another and which are fixed to one another via the radially arranged pins 7. The connection point 5 is structurally adapted so that after the pinning there is a non-positive connection up to the predetermined load limit. The housing parts 1 and 2 are inserted into one another at the connection point 5 with a sliding fit and secured in the plugging direction by the pins 7. The dimensions, design and number of pins determine the load limit when the floor is hit. The strength properties of parts 1 and 2 are defined in such a way that, in all load cases above the specified load limit, the separation in the connection point 5 takes place by shearing, shaping, pulling, breaking or the like of the pins 7. The pin bores in the housing part 1 are expediently designed as blind holes. The collar of the housing part 1 above the pins 7 is provided with a seal 8, which is expediently designed as an O-ring. This ensures the necessary sealing against moisture. Adhesive or hardening sealants, which can impair the strength properties of the connection point 5, are to be avoided.

Claims (2)

1. Mine, in particular for combating tanks, which is surface layable by launching from the air and makes impact with the ground in a predetermined laying orientation and which contains a detonator and an explosive charge in a housing, characterised in that the housing is sub-divided into a functional part (1) containing the detonator (3) and an active part (2) containing the explosive (4) and both parts (1, 2) are connected with one another in form locking manner, with the locking connection being disengageable on exceeding a predetermined impact loading and the active part (2) consequently being separable from functional part (1) by the impact.
2. Mine according to claim 1, characterised in that the active part (2) and the functional part (1) are formed as cylindrical housing parts inserted within one another with push fit over a part of their length and are connected with one another by means of radial pegs, screws, rivets orthe like (7) in locking but disengageable manner.
EP81106896A 1980-10-04 1981-09-03 Anti-tank mine Expired EP0049757B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3037607 1980-10-04
DE19803037607 DE3037607A1 (en) 1980-10-04 1980-10-04 MINE, IN PARTICULAR TO FIGHT AGAIN

Publications (2)

Publication Number Publication Date
EP0049757A1 EP0049757A1 (en) 1982-04-21
EP0049757B1 true EP0049757B1 (en) 1984-08-01

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Application Number Title Priority Date Filing Date
EP81106896A Expired EP0049757B1 (en) 1980-10-04 1981-09-03 Anti-tank mine

Country Status (3)

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US (1) US4429635A (en)
EP (1) EP0049757B1 (en)
DE (2) DE3037607A1 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4213391A (en) * 1953-05-07 1980-07-22 The United States Of America As Represented By The Secretary Of The Army Anti-tank mine with peripheral charge initiation
DE1578156A1 (en) * 1966-07-06 1971-03-25 Karlsruhe Augsburg Iweka Jumping mine
DE2843868A1 (en) * 1978-10-07 1980-04-17 Messerschmitt Boelkow Blohm Detachable coupling between components - comprises wire inserted in transverse grooves in line in spigot and socket

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US4429635A (en) 1984-02-07
DE3165238D1 (en) 1984-09-06
EP0049757A1 (en) 1982-04-21
DE3037607A1 (en) 1982-05-13

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