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WO1998030772A1 - Panel constructions - Google Patents

Panel constructions Download PDF

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Publication number
WO1998030772A1
WO1998030772A1 PCT/GB1998/000056 GB9800056W WO9830772A1 WO 1998030772 A1 WO1998030772 A1 WO 1998030772A1 GB 9800056 W GB9800056 W GB 9800056W WO 9830772 A1 WO9830772 A1 WO 9830772A1
Authority
WO
WIPO (PCT)
Prior art keywords
honeycomb
panel structure
structure according
members
front plate
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.)
Ceased
Application number
PCT/GB1998/000056
Other languages
French (fr)
Inventor
Kenneth Shemwell
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.)
British Steel PLC
Original Assignee
British Steel PLC
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 British Steel PLC filed Critical British Steel PLC
Priority to AU55660/98A priority Critical patent/AU5566098A/en
Priority to GB9820098A priority patent/GB2327228A/en
Publication of WO1998030772A1 publication Critical patent/WO1998030772A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10Independent shelters; Arrangement of independent splinter-proof walls
    • 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
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/12Vibration-dampers; Shock-absorbers using plastic deformation of members
    • F16F7/121Vibration-dampers; Shock-absorbers using plastic deformation of members the members having a cellular, e.g. honeycomb, structure
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D5/00Safety arrangements
    • F42D5/04Rendering explosive charges harmless, e.g. destroying ammunition; Rendering detonation of explosive charges harmless
    • F42D5/045Detonation-wave absorbing or damping means

Definitions

  • the present invention relates to a panel construction.
  • the panel construction according to the present invention is particularly useful for absorbing impacts and (particularly) shock waves such as may be produced in the vicinity of an explosion.
  • the first is to provide armour plating and/or substantial covering structures which are sufficiently strong to deflect the energy of the explosion. Such structures can be used repeatedly, but are large, bulky and expensive.
  • the second approach is to provide a structure which will deform in a limited and predictable manner thereby absorbing the energy of the explosion. Such structures can only be relied upon once, but can often be less bulky and expensive and may well provide adequate protection from a larger explosion.
  • Known blast absorbing structures include a honeycomb filled with plastics foam, a plaster or cement wall containing vermiculite particles, and the like.
  • the present invention provides a panel structure for absorbing a shock wave or other impact, comprising a front plate, a rear planar member, and a honeycomb array between the front plate and rear planar member, a substantial number of the honeycomb cells being sealed at either end.
  • the honeycomb members are preferably tubular, and are more preferably adhesively bonded in place to the front and back plates. Equally preferably, they can be bonded to each other with a suitable adhesive.
  • each or at least a substantial number of the honeycomb cells contain an intermediate seal dividing the sealed honeycomb cell into a first cell portion proximate the front plate and a second cell portion proximate the back plate.
  • each or at least a substantial number of the honeycomb cells are formed from two sealed tubular (or other prismatic) members fixed end to end, thus forming the single cell with an intermediate seal.
  • Each tubular member is preferably sealed prior to connection.
  • the ends of tubular members can be shaped so as to provide an interlocking structure.
  • all of the honeycomb members are as set out above, subject only to manufacturing errors.
  • the rear planar member can be an external face of a large flat object, such as a wall. Where the panel is free-standing, or may be moved between installations, it is preferred if the rear planar member is a back plate behind the honeycomb array.
  • the front plate and/or the back plate (where provided) can be made from steel such as a mild steel. It is preferred if the front plate, ie that facing the likely site of the explosion, is of a heavier gauge than the rear plate.
  • the honeycomb members are suitably also of steel such as mild steel.
  • honeycomb members can be formed in an hexagonal close packed array, since this is usually the easier to construct. However, it may be preferable for there to be a gap between adjacent honeycomb cells. The gap is preferably less than the diameter of the honeycomb cells.
  • Figure 1 shows a cross-sectional view through a panel according to a first embodiment of the present invention, taken on lines l-l of Figure 2;
  • Figure 2 shows a front cross-sectional view of the panel of Figure 1 , taken along ll-ll of Figure 1 ;
  • Figure 3 shows a cross-sectional view through a second embodiment of the present invention.
  • the panel of the first embodiment of the present invention comprises a front plate 1 0 and a rear plate 1 2.
  • a double layer of sealed cylindrical cells 1 4 is sandwiched between the plates 1 0, 1 2.
  • Each cylindrical cell has a circumferential outer ridge 1 6 at one end and an inwardly displaced ridge 1 8 at the other, such that adjacent cells situated end to end will interlock slightly with the inner ridge 1 8 of one cell sitting within the outer ridge 1 6 of the other.
  • an axially aligned pair of cells define a honeycomb cell with a first cell portion 22 and a second cell portion 24 and an intermediate seal 26 therebetween.
  • the cells 1 4 are held in place by bonding with a polyurethane resin adhesive.
  • the front and back plate 1 0, 1 2 are then bonded over the honeycomb structure, also using polyurethane resin.
  • transit bars 20 are welded to the edges of the front and rear plates 1 0, 1 2 to maintain the front and rear plates 10, 1 2 in fixed relationship during delivery and thereby prevent any unintended damage to the honeycomb structure. These transit bars are removed or cut once the structure is in position.
  • the front plate 1 0 is thicker than the rear plate 1 2.
  • the structure to be protected from a blast is placed behind the rear plate 1 2.
  • the plate structure is useful for protecting such structures as buildings, in which case it can be placed against an external wall, and free standing structures, in which case the item is substantially surrounded with vertically disposed panels.
  • the front plate 1 0 is subjected to a shock wave, the energy of the shock wave is taken up as an acceleration of the front plate 1 0 which is then projected rearwardly towards the rear plate 1 2.
  • This causes the honeycomb cells 1 4 to be crushed longitudinally, absorbing the energy via plastic deformation. It has been found that the double layer of cells 1 4 in combination with the front and rear plates 1 0, 1 2 provides a significantly better blast absorption than a single layer.
  • the volume of the cells 1 4 is preferably between 200 and 400 ml, preferably about 330 ml. Indeed, it has been discovered that steel soft drink cans such as those marketed by the applicant under the trade mark ECOTOP are eminently suitable in that they provide a sealed space of suitable volume and are easy to manufacture in large quantities.
  • the wall thickness is suitably about 0.1 mm.
  • a suitable thickness of the front and rear plate is 1 1 mm thick for the front plate and 6mm thick for the rear plate. Mild steel is suitable.
  • Figures 1 and 2 show a double row of cells, more rows could be provided.
  • the panel according to the invention can be used in a wide variety of situations. For example, it can be placed against the wall of a building, or beneath the underside of a vehicle. It will be evident that the dimensions of the panel will need to be adjusted in these cases.
  • Figure 3 shows a panel according to a second embodiment of the present invention, used to protect a wall 1 1 2 from a Shockwave.
  • the construction is generally similar to the panel of Figure 1 , except that the transit bars 20 are removed, the article having been positioned in place, and the rear plate 1 2 is omitted.
  • the rear layer of the honeycomb cells 1 1 4 abuts against the front face of the wall 1 1 2.
  • the wall 1 1 2 and the front plate 1 1 0 both rest on the ground surface 1 28, although front plate 1 1 0 is not fixed to the ground 1 28.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Laminated Bodies (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

The application describes a panel structure for absorbing a shock wave or other impact, comprising a front plate (10), a rear planar member (12), and a honeycomb array between the front plate (10) and rear planar member (12), a substantial number of the honeycomb cells (14) being sealed at either end. The honeycomb members (14) are preferably tubular, and are more preferably adhesively bonded in place to the front and back plates (10, 12). Equally preferably, they can be bonded to each other with a suitable adhesive. In a preferred form of the invention, each or at least a substantial number of the honeycomb cells (14) contain an intermediate seal dividing the sealed honeycomb cell (14) into a first cell portion proximate the front plate (10) and a second cell (14) portion proximate the black plate (12). More preferably, each or at least a substantial number of the honeycomb cells (14) are formed from two sealed tubular (or other prismatic) members fixed end to end, thus forming the single cell with an intermediate seal. Each tubular member is preferably sealed prior to connection. The ends of tubular members can be shaped so as to provide an interlocking structure. The rear planar member (12) can be an external face of a large flat object, such as a wall. Where the panel is freestanding, or may be moved between installations, it is preferred if the rear planar member (12) is a back plate behind the honeycomb array. The front plate (10) and/or the back plate (12) (where provided), and more preferably both, can be made from steel such as a mild steel. It is preferred if the front plate (10), i.e. that facing the likely site of the explosion, is of a heavier gauge than the rear plate. The honeycomb members (14) are suitably also of steel such as mild steel. The honeycomb members (14) can be formed in a hexagonal close packed array, since this is usually the easier to construct. However, it may be preferable for there to be a gap between adjacent honeycomb cells (14). The gap is preferably less than the diameter of the honeycomb cells (14).

Description

PANEL CONSTRUCTIONS
The present invention relates to a panel construction. The panel construction according to the present invention is particularly useful for absorbing impacts and (particularly) shock waves such as may be produced in the vicinity of an explosion.
There are two general approaches to the protection of items from an explosion. The first is to provide armour plating and/or substantial covering structures which are sufficiently strong to deflect the energy of the explosion. Such structures can be used repeatedly, but are large, bulky and expensive. The second approach is to provide a structure which will deform in a limited and predictable manner thereby absorbing the energy of the explosion. Such structures can only be relied upon once, but can often be less bulky and expensive and may well provide adequate protection from a larger explosion.
Known blast absorbing structures include a honeycomb filled with plastics foam, a plaster or cement wall containing vermiculite particles, and the like.
The present invention provides a panel structure for absorbing a shock wave or other impact, comprising a front plate, a rear planar member, and a honeycomb array between the front plate and rear planar member, a substantial number of the honeycomb cells being sealed at either end. The honeycomb members are preferably tubular, and are more preferably adhesively bonded in place to the front and back plates. Equally preferably, they can be bonded to each other with a suitable adhesive.
In a preferred form of the invention, each or at least a substantial number of the honeycomb cells contain an intermediate seal dividing the sealed honeycomb cell into a first cell portion proximate the front plate and a second cell portion proximate the back plate.
More preferably, each or at least a substantial number of the honeycomb cells are formed from two sealed tubular (or other prismatic) members fixed end to end, thus forming the single cell with an intermediate seal. Each tubular member is preferably sealed prior to connection. The ends of tubular members can be shaped so as to provide an interlocking structure.
Preferably, all of the honeycomb members are as set out above, subject only to manufacturing errors.
The rear planar member can be an external face of a large flat object, such as a wall. Where the panel is free-standing, or may be moved between installations, it is preferred if the rear planar member is a back plate behind the honeycomb array.
The front plate and/or the back plate (where provided) , and more preferably both, can be made from steel such as a mild steel. It is preferred if the front plate, ie that facing the likely site of the explosion, is of a heavier gauge than the rear plate. The honeycomb members are suitably also of steel such as mild steel.
The honeycomb members can be formed in an hexagonal close packed array, since this is usually the easier to construct. However, it may be preferable for there to be a gap between adjacent honeycomb cells. The gap is preferably less than the diameter of the honeycomb cells.
An embodiment of the present invention will now be described by way of example, with reference to the accompanying Figures, in which:-
Figure 1 shows a cross-sectional view through a panel according to a first embodiment of the present invention, taken on lines l-l of Figure 2; and
Figure 2 shows a front cross-sectional view of the panel of Figure 1 , taken along ll-ll of Figure 1 ; and
Figure 3 shows a cross-sectional view through a second embodiment of the present invention.
Referring to Figures 1 and 2, the panel of the first embodiment of the present invention comprises a front plate 1 0 and a rear plate 1 2. A double layer of sealed cylindrical cells 1 4 is sandwiched between the plates 1 0, 1 2. Each cylindrical cell has a circumferential outer ridge 1 6 at one end and an inwardly displaced ridge 1 8 at the other, such that adjacent cells situated end to end will interlock slightly with the inner ridge 1 8 of one cell sitting within the outer ridge 1 6 of the other. Thus, an axially aligned pair of cells define a honeycomb cell with a first cell portion 22 and a second cell portion 24 and an intermediate seal 26 therebetween.
The cells 1 4 are held in place by bonding with a polyurethane resin adhesive. The front and back plate 1 0, 1 2 are then bonded over the honeycomb structure, also using polyurethane resin.
After construction of the panel, transit bars 20 are welded to the edges of the front and rear plates 1 0, 1 2 to maintain the front and rear plates 10, 1 2 in fixed relationship during delivery and thereby prevent any unintended damage to the honeycomb structure. These transit bars are removed or cut once the structure is in position.
As shown in Figure 1 , the front plate 1 0 is thicker than the rear plate 1 2.
Once installed, the structure to be protected from a blast is placed behind the rear plate 1 2. The plate structure is useful for protecting such structures as buildings, in which case it can be placed against an external wall, and free standing structures, in which case the item is substantially surrounded with vertically disposed panels. When the front plate 1 0 is subjected to a shock wave, the energy of the shock wave is taken up as an acceleration of the front plate 1 0 which is then projected rearwardly towards the rear plate 1 2. This causes the honeycomb cells 1 4 to be crushed longitudinally, absorbing the energy via plastic deformation. It has been found that the double layer of cells 1 4 in combination with the front and rear plates 1 0, 1 2 provides a significantly better blast absorption than a single layer.
The volume of the cells 1 4 is preferably between 200 and 400 ml, preferably about 330 ml. Indeed, it has been discovered that steel soft drink cans such as those marketed by the applicant under the trade mark ECOTOP are eminently suitable in that they provide a sealed space of suitable volume and are easy to manufacture in large quantities. The wall thickness is suitably about 0.1 mm.
Figurers 1 and 2 show a hexagonal close packed array of cells 1 4. It may be that a gap between each cell will provide better performance in that longitudinal buckling of the cell will be facilitated . However, there is inevitably a balance in that as the gap is increased the number of ceils to perform energy absorption will be decreased. In certain situations, fewer cans may be sufficient to absorb an anticipated shock. It is not expected that a gap greater than the width of the cell will be taken up during deformation of the cell, it is preferred that the gap is not greater than twice the width of the cells.
A suitable thickness of the front and rear plate is 1 1 mm thick for the front plate and 6mm thick for the rear plate. Mild steel is suitable.
Although Figures 1 and 2 show a double row of cells, more rows could be provided.
The panel according to the invention can be used in a wide variety of situations. For example, it can be placed against the wall of a building, or beneath the underside of a vehicle. It will be evident that the dimensions of the panel will need to be adjusted in these cases.
Figure 3 shows a panel according to a second embodiment of the present invention, used to protect a wall 1 1 2 from a Shockwave. The construction is generally similar to the panel of Figure 1 , except that the transit bars 20 are removed, the article having been positioned in place, and the rear plate 1 2 is omitted. Thus, the rear layer of the honeycomb cells 1 1 4 abuts against the front face of the wall 1 1 2. The wall 1 1 2 and the front plate 1 1 0 both rest on the ground surface 1 28, although front plate 1 1 0 is not fixed to the ground 1 28.
It will be appreciated by those skilled in the art that the above described embodiment is given by way of example only and that many variations such as those set out above can be made without departing from the scope of the present invention.

Claims

1 . A panel structure for absorbing a shock wave or other impact, comprising a front plate, a rear planar member, and a honeycomb array between the front plate and rear planar member, a substantial number of the honeycomb cells being sealed at either end.
2. A panel structure according to claim 1 wherein the honeycomb members are tubular.
3. A panel structure according to claim 1 or claim 2 wherein the honeycomb members are adhesively bonded in place to the front and back plates.
4. A panel structure according to any preceding claim wherein the honeycomb members are bonded to each other.
5. A panel structure according to any preceding claim wherein each or at least a substantial number of the honeycomb cells contain an intermediate seal dividing the sealed honeycomb cell into a first cell portion proximate the front plate and a second cell portion proximate the back plate.
6. A panel structure according to claim 5 wherein each or at least a substantial number of the honeycomb cells are formed from two sealed prismatic members fixed end to end, thus forming the single cell with an intermediate seal.
7. A panel structure according to claim 6 wherein the prismatic members are tubular.
8. A panel structure according to claim 6 or claim 7 wherein the prismatic or tubular member is sealed prior to connection.
9. A panel structure according to claim 6 or claim 7 wherein the prismatic or tubular members are shaped so as to provide an interlocking structure.
1 0. A panel structure according to any one of the preceding claims wherein all of the honeycomb members are as set out above, subject only to manufacturing errors.
1 1 . A panel structure according to any preceding claim wherein the rear planar member is an external face of another object.
1 2. A panel structure according to claim 1 1 wherein the other object is a wall.
1 3. A panel structure according to any preceding claim, wherein the front plate and/or the back plate (where provided) are made from steel.
1 4. A panel structure according to claim 1 3 wherein the front plate is of a heavier gauge than the rear plate.
1 5. A panel structure according to any preceding claim wherein the honeycomb members are of steel.
1 6. A panel structure according to any preceding claim wherein the honeycomb members are formed in an hexagonal array.
1 7. A panel structure according to claim 1 6 wherein the hexagonal array is close packed.
1 8. A panel structure according to claim 1 6 wherein the hexagonal array is spaced such that the gap between adjacent honeycomb cells is less than the diameter of the honeycomb cells.
9. A panel structure substantially as herein described with reference to and/or as illustrated in the accompanying drawings.
PCT/GB1998/000056 1997-01-11 1998-01-09 Panel constructions Ceased WO1998030772A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AU55660/98A AU5566098A (en) 1997-01-11 1998-01-09 Panel constructions
GB9820098A GB2327228A (en) 1997-01-11 1998-01-09 Panel constructions

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB9700519.3A GB9700519D0 (en) 1997-01-11 1997-01-11 Panel construction
GB9700519.3 1997-01-11

Publications (1)

Publication Number Publication Date
WO1998030772A1 true WO1998030772A1 (en) 1998-07-16

Family

ID=10805852

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1998/000056 Ceased WO1998030772A1 (en) 1997-01-11 1998-01-09 Panel constructions

Country Status (3)

Country Link
AU (1) AU5566098A (en)
GB (1) GB9700519D0 (en)
WO (1) WO1998030772A1 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006048288A1 (en) * 2004-11-04 2006-05-11 Knauf Gips Ag Shot-proof separating wall construction
EA009931B1 (en) * 2004-11-04 2008-04-28 Кнауф Гипс Кг Shot-proof separating wall construction
CN101949184A (en) * 2010-09-28 2011-01-19 中国科学技术大学 Movable blast wall
US20110250431A1 (en) * 2007-01-04 2011-10-13 Ernesto Di Chio Gas structural product
EP2505490A1 (en) * 2011-03-28 2012-10-03 Airbus Opérations SAS Shock absorber
EP2329086A4 (en) * 2008-08-28 2016-11-30 Kenno Tech Oy ARRANGEMENT AND METHOD FOR HANDLING STRUCTURAL ELEMENTS
ES2684845A1 (en) * 2017-03-31 2018-10-04 Fhecor Ingenieros Consultores, S.A. ANTI-EXPLOSION PROTECTION SYSTEM FOR DAMPING BARRIERS (Machine-translation by Google Translate, not legally binding)
CN111456357A (en) * 2020-03-26 2020-07-28 沈阳促晋科技有限公司 High-strength light large-deformation energy-consumption explosion-proof hanging plate

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB131640A (en) * 1918-07-02 1919-09-04 Eustace Henry Tennyso Eyncourt Improvements in or relating to the Protection or Armouring of Structures against Attack by Projectiles.
US3853349A (en) * 1972-09-15 1974-12-10 A Moore Light-weight, wreck-resistant vehicle
DE2509265A1 (en) * 1974-03-05 1975-09-18 Peugeot ENERGY ABSORBING COMPOSITE BUMPER
GB1492752A (en) * 1975-06-05 1977-11-23 Searle J One-shot energy absorbing device
US4404889A (en) * 1981-08-28 1983-09-20 The United States Of America As Represented By The Secretary Of The Army Composite floor armor for military tanks and the like
JPS6049144A (en) * 1983-08-24 1985-03-18 Yokohama Rubber Co Ltd:The Shock absorbing structure of honeycomb construction
DE3937087A1 (en) * 1989-11-07 1991-05-08 Clouth Gummiwerke Ag Armoured plated component for shot and explosion protection - comprises layer of ceramic with glass reinforced plastic carrier, supporting lightweight element on rear face and cover layer on front
US5123775A (en) * 1990-12-31 1992-06-23 Graham-Migletz Enterprises, Inc. Aluminum can truck-mounted attenuator
GB2286160A (en) * 1994-02-04 1995-08-09 Aph Road Safety Ltd Vehicle crash cushion

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB131640A (en) * 1918-07-02 1919-09-04 Eustace Henry Tennyso Eyncourt Improvements in or relating to the Protection or Armouring of Structures against Attack by Projectiles.
US3853349A (en) * 1972-09-15 1974-12-10 A Moore Light-weight, wreck-resistant vehicle
DE2509265A1 (en) * 1974-03-05 1975-09-18 Peugeot ENERGY ABSORBING COMPOSITE BUMPER
GB1492752A (en) * 1975-06-05 1977-11-23 Searle J One-shot energy absorbing device
US4404889A (en) * 1981-08-28 1983-09-20 The United States Of America As Represented By The Secretary Of The Army Composite floor armor for military tanks and the like
JPS6049144A (en) * 1983-08-24 1985-03-18 Yokohama Rubber Co Ltd:The Shock absorbing structure of honeycomb construction
DE3937087A1 (en) * 1989-11-07 1991-05-08 Clouth Gummiwerke Ag Armoured plated component for shot and explosion protection - comprises layer of ceramic with glass reinforced plastic carrier, supporting lightweight element on rear face and cover layer on front
US5123775A (en) * 1990-12-31 1992-06-23 Graham-Migletz Enterprises, Inc. Aluminum can truck-mounted attenuator
GB2286160A (en) * 1994-02-04 1995-08-09 Aph Road Safety Ltd Vehicle crash cushion

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 009, no. 179 (M - 399) 24 July 1985 (1985-07-24) *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006048288A1 (en) * 2004-11-04 2006-05-11 Knauf Gips Ag Shot-proof separating wall construction
EA009931B1 (en) * 2004-11-04 2008-04-28 Кнауф Гипс Кг Shot-proof separating wall construction
US20110250431A1 (en) * 2007-01-04 2011-10-13 Ernesto Di Chio Gas structural product
EP2329086A4 (en) * 2008-08-28 2016-11-30 Kenno Tech Oy ARRANGEMENT AND METHOD FOR HANDLING STRUCTURAL ELEMENTS
CN101949184A (en) * 2010-09-28 2011-01-19 中国科学技术大学 Movable blast wall
EP2505490A1 (en) * 2011-03-28 2012-10-03 Airbus Opérations SAS Shock absorber
ES2684845A1 (en) * 2017-03-31 2018-10-04 Fhecor Ingenieros Consultores, S.A. ANTI-EXPLOSION PROTECTION SYSTEM FOR DAMPING BARRIERS (Machine-translation by Google Translate, not legally binding)
WO2018178479A1 (en) 2017-03-31 2018-10-04 Fhecor Ingenieros Consultores, S.A. Anti-explosion protection system for damping barriers
CN111456357A (en) * 2020-03-26 2020-07-28 沈阳促晋科技有限公司 High-strength light large-deformation energy-consumption explosion-proof hanging plate

Also Published As

Publication number Publication date
GB9700519D0 (en) 1997-02-26
AU5566098A (en) 1998-08-03

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